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WS-15-754Project Address Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 533 GRAND CONCOURSE 1132060171350 JEROME HURTAK Miami Shores, FL 33138-2464 Block: Lot: Owner Information Address Phone Cell JEROME HURTAK 533 GRAND CONCOURSE MIAMI SHORES FL 33138-2464 Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 e of Work: REPLACE 23 IMPACT WINDOWS AND 1 IMP of Openings: 24 iitional Info: Residential 4 Fees Due Amount CCF $22.20 DBPR Fee $5.10 DCA Fee $5.10 Education Surcharge $7.40 Permit Fee $340.00 Scanning Fee $12.00 Technology Fee $29.60 Total: $421.40 Valuation: $ 36,499.00 Total Sq Feet: 0 Pay Date Pay Tvpe Amt Paid Amt Due I Invoice # WS -4-15-55036 04/02/2015 Check* 2422 04/16/2015 Check* 2421 $ 50.00 $ 371.40 $ 371.40 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issu nce to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strp conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I asme responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIj✓A , PLWMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVJf� /I�ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoff�li rmore, I authorize the above-named contractor to do the work stated. 16, 2015 Owner / Building Department Copy April 16, 2015 1 a Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type:BUILDING APR_ 0 2 2095 FBC 20 1 b Permit No.� Master Permit No. ROOFING JOB ADDRESS: 1553 bZ1041110 CO P CWC City: Miami Shores County: Miami Dade Zip: 1531 15(5 Folio/Parcel#: ! 9 e 3 ZOU —01-7 - 135® Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):®1�1� �401"TOr°*� Phone#: Address: 5�!)3 oe4WO C.oi\1COOZ3E City: nmni 54ozez5 State: IFL Zip: 3-5138 Tenant/1-essee Name: Email: d CONTRACTOR: Company Name: FL. HOME IMPROVEMENT ASSOC. Address: 4070 SW 30 AVE 954-792-4415 City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT Phone#: 954-792-4415 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: $ 3(P MCiCJ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New �kepair/Replace ❑Demolition Description of Work: e uc ZZ3 11'1PA-tom Wi WtXX� -J&NO .I 1111; Cr D®OZ . 512E POO- 51 Zt5 ° Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE'' Bonding Company's Name (if applicable) 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 be proved-�� s�ction fek will be charged. Owner or Agent The foregoing instrument was acknowledged before me this 3_ day of rIAZC44 , 20 , by JEYOT)e AQE- Signature Contractor The foregoing instrument was acknowledged before me this u dayof rlNeCe , 20 : , by WAYNE T. BURNETT who is personally know} to me or who has produced who is�personally knows to me or who has produced and who did take an oath. NOTARY Sign: Print: CAROL My Commission APPROVED BY Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY Sign: Print: My C and who did take an oath. 4y Zoning Florida Nome ImprovementAssoclatm Lioetdae No. cGc 06189D/ QW01S 4070 SIM 30v' Ave., lm8yvtoad, FL 33312 Job# fs , Replacement Windows Contract Name: Home Phonj-9 wz Orlando: 407-47243M Broward Tel: 964.792.44is h twr Dade Tel: SM445.44gg Wet Palm Beach Tel: SM -241 -MM Jacksonville Tet: 904-701.441s Fax 864-792.2170 tabuns: mWWAtAPRodwcrs COM Fane& � t:rs.co>a pBtts.++phone- Address - My State State ZIP This Contract Is made end entered Into this day of 1I) �y and between FlorW (tome-Mdprovemerrt Associates, Inc, a Florida corporation f tontractora or "FNAs), and owner{s) named above ofthe residemx located at the address listed above ('Owners). 11I LW919 Contractor agrees to perform the work described below - 11 Remove existing units to be replaced. INOTE: Removed items are likely to be damaged.) WOMOM We viewed irmt ne Vie. 2) Prepare opens as necessary to receive replacement wdts, OM MOM glass *ms Active and Fwd P are identMed. an casentmu 3) V��NYDOWs � FHA Energy Starm Sever_ Sbmnrdon Vh* Insulaited and stems French doors the Muga is Install — Aluminum insulated, _ Aluminum Non-lmsulatad 4) DOW— FMA EMW SWM Suter,_ Alarrirwmrinaul K— Alit= NwH=*ted T.f • -:. f AA AF FAFARE AAF FAA acv atv Qty -L air Qty— ON 6lassv WM"lly; Manufactme s s) Work NOT tole ranlaraA. M w FA Identified ttht dirge asci left Norge. On Double -french Dams the more adivedaarMidenti6ad Tad tlronaw - - Grey Mm onism x.:71 61 d app0cable, removingrshutter panels, and/or rRy bars 7) Speciallnstructions: ClMnuPJ0b debrls and provide necessary Permits and llsurance. 9) If applicable, In the avenithet Cortira®tor is unablefor whatever reason to obtain Contractor straltrefund any Previous paymentandthis transaction MOD beautpt spy. PeM11% Pr�rtocommenaenterrtofar+ywork; (No fldsh wok othatthan nervrfet r .ten_.. _ • - s _ _ _ - . Agblii* Contr Mr shell cGmMartUcej#e work withi _ after execution of the C*mlact (the'COmmencernent Date tomes ap Work hereunder wldnt per days athe Commencement Date.') and shall en a rcanti The TOTAL PRICE for all Labor and Matariais (Includinga a Saw Ta Price any pplicable discount) S 5 Sates Tax ( 96s g Dowo payment $ 01' applicable) BalaContractor will provide to Owner a Final Waiver and Release of lien and Contractor's Pavablie Total Comsat Price included in cl anter 713. F UMSIL Owner, substanttaity similar to the forms Ordeorwlynow1Owner elects m opplyforf7nancing of tfreobove-mWe lumpsum.arnount Ifyesisdrded, seejhronft o&m ment Ftafiarbs rtes tr�errer, dResrtdrrg d heiagobmiued 6YOweer. a}.�atal8nshame� &Wingdoamwft)inbb& O-7haR alk ddegedadtoace" 0fthecon*MMth9fteev uatsn•Iteepitt*MtaetyamrteaalrlBhh6 ciIatdoomemsattadwdtothhhmmeInpmwna t "awrtmnamortgage*ratl�xv&eau aitemortyaurpro rtythai trefir ed onNyou matinW.&susYouundedswweUwavlftmafrosamtm tamtBnamWd=wwntrbafinelOUalgn. _T WIIMM This contract cantaaba the entire contract of the partles.' It may not be changed orally but only by a wrkten amendment. The waterer by any party of a breach of any provision of this contract shalt not o signed change order or other s<+bsequent breach by any party. Perste or be construed as a waiver of any IM WITNESS WHEREOF, the Parties hereto have executed this contract, under seal, as of the day and year first above wring Pott the Buyer stay �nDal We tanne fan at arty' 111" prior to akMWht on ties third bids altar the date of thle trensat tion. Sea the attaahad notioe of oedtoeUaUon form loran axOMIlon 01011115 tight 1 Co r By. (Name &TFde) alt of Owner) I 6 Date Home ®borers Associatimn Mame: YES ( ) N® 1'fdoneth VN ) Building Mame. __ 5 I° 5 0. 4 5 P q h • (GCP - GCP I) V(mph) 175 1620FBCfw HV117,� Fig 26.5-1a Risk Cmegory B Table 1.5-I,page2 Eaposma C Section 26.7 Kd 0.85 Table 26.6.1, page 250 K.t 1 Figure 26.8.1, page 252 OCpi 0.18 -0.18 0.55 pitcbofrcof 3112 14.0 deigns a." 14.0 degrees $pedally Engineering Conelt�arda, I-. 1599 SW 30 Avenue, Suite Boynton Beach, FL 33432$' FL. CA 0009217 VelocBes In South Flortde Made I Bm-.d Pel. Bearlr Risk Cat 1 165 156 156 Lawrisktohumane f.me sheds Risk CaL2 173 170 170 1 Sin eFamO Residences Risk CaL 3&4 186 ISO I80 F -tial FaciliOen Area of Area of Area of Area of Am of Area of Area of Area of Area of wen A- of Area of I0.0 $' 15.0d 20.0 of 25.0 sf 30.0 sf 35.0 of 40.0 sf 45.0 sf 50.0 of 55.0 of 60.0 of Mean Roof 14621A Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 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 35.0 35.0 15 43.4 -53.6 -42.2 -51.3 41.8 -50.6 -41.4 49.8 -41.0 -49.0 -40.6 -08.3 -40.2 117.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 -44.5 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 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 42.4 -51.3 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 39.4 39.4 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 42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 -40.8 48.0 -40.4 47.2 -40.0 -46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 43.9 -53.3 -03.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 -40.9 47.8 -00.5 47.0 40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 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 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 1 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 40.7 _ 40.7 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 2044.9 A -54.5 44.4 -53.7 -44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -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 41.2 41.2 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 -06.6 -57.6 5.3 -55.1 44.9 -54.3 44.4 -53.5 44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 42.3 1 49.4 41.6 1 48.5 41.4 47.7 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 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 45.3 -54.8 44.9 -54.0 44.4 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 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 38.3 38.3 23 47.5 -58.7 46.2 -56.2 1 45.8 -55.3 45.3 -54.5 -44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 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 46.2 -55.8 45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -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 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -00.2 47.4 -57.6 47.0 -56.8 46.5 1 -55.9 1 -46.0 -55.1 45.6 -54.2 45.1 -53.4 1 44.7 -52.5 44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 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 47.3- -57.2 -46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 . -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 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 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 -44.9 -52.4 -44.4 -51.6 44.0 -50.7 29 46.0 46.0 44.6 49.9 -61.6 -48.5 44.6 -59.0 44.1 48.0 44.1 43.6 -58.1 47.6 43.6 43.1 -57.2 47.1 43.1 42.6 -56.3 46.6 42.6 -55.5 42.1 -06.2 42.1 -54.6 41.6 45.7 41.6 -53.7 41.1 45.2 41.1 -52.8 40.7 44.8 4047 % Q .O Q 0#1 2 -57 �0 30 46.3 46.3 44.9 -50.3 -62.1 48.9 44.9 -59.4 48.4 -58.5 �. 1 �'�Zi6� C' "al' 7V i B c`: f36� 47.0 -55.9 42.4 -46.5 42.4 -55.0 41.9 46.0 41.9 -54.1 41.4. 45.6 41.4 - -53.2 40.9 -05. 3", a ° 'IS APPROVED BY DATE 4 so Air-,= * e C AT � 00% e ®Fie '�� ,ao®,ONA � 70MI G DEPT t?R DG DEPT `Z ;1111MCT-1000MPIIANCFWITH ALL_FEDFRAL 1.,.A FF AND CO(INI1 M11F,,AND RFGI11A1IOIVS MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 533 GRAND CONCOURSE MIAMI SHORES FL 33138 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 WINDOW FL13010.4 +55.0 -55.0 +43.0 -46.6 18 x 63 NO NO YES 2 .l. FL16736.2 +60.0 -60.0 96 3/16 x 63 -J/ 3 y FL13010.4 +55.0 -55.0 18 x 63 4 .), FL16177.1 +70.0 -70.0 -57.6 36 x 501/2 5 •J• .�. y .l• -46.6 361/8 x 501/2 6 .L .), .�, .�, -57.6 35 3/4 x 37114 7 .� .), .L -46.6 171/2 x 37 7/8 8 �. .l, �. .), .L 35 7/8 x 37 7/8 9 DOOR FL11103.2 +60.0 -60.0 951/2 x 791/2 10 WINDOW FL16736.1 -57.6 56 7/8 x 37 7/8 11 11, .(. .L .L 1� 56 3/4 x 37 7/8 12 .j. FI -16177.1 +70.0 -70.0 -46.6 36 x 50 3/8 13 -57.6 14 .j. FL16736.1 +60.0 -60.0 1, 75 3/16 x 50 3/8 15 .L FL5823.1 +67.5 -67.5 .L -46.6 361/8 x 721/8 16 .(, FL16736.1 +60.0 -60.0 -57.6 56 3/4 x 50 5/8 17 FL16177.1 +70.0 -70.0 17 3/4 x 50 3/8 18 .L .L �• �• .L �• �• J• J• J. 19 FL16736.1 +60.0 -60.0 .l, .l, 56 7/8 x 50 3/8 20 FL16736.2 -46.6 96 x 501/2 21 FL16736.1 -57.6 57 x 501/2 22 y •�• •l• .l• -46.6 731/2 x 50 3/8 .l. /2 x 501/2 24 �, FI -16177.1 +70.0 -70.0 �(, -57.6 [:!315:1/2x 37 -71 A - DIAGRAM SHkET a��-asa xa.ce,.s��sac eat MEASURING'ITCH MEASIA DATE CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR {HUMBER TOTAL # OF FLOORS h J- �- - � ;Yx �� Florida Building Code Online bttp://www.floridabuildingorg(pr/pr_#pp_jdtl.aspx?pmwn=wGEVX, 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, FL 34474 (352)368-6922 Ext 291 btenaceacws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 -Ext 221 ,jYhompson@cxws.cc Category Windows Subcategory Flxed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE FI: Validation Cheddist - Hardcopy Reoylved Certificate of Independence Referenced Standard and Year (of Standard) FL12010 R1 COI EvalReD CWS -433A (PW -8100, 36x72, IMPA(�odf Standard AAMA/W DMACSA(101/I.S.2/A440-OS ASTM E 1300-04 ASTM E1886-05 ASTM E1996-02 PA TAS 201/202/203 Year 2'005 2004 2005 2002 1994 1 cif 711 AI?A l 7 104)4 A lU Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved hV://www.floridabuil&mgorg/pr/pr_app dtl:aspx?paratn=wGEVX., Method i Option D 12/12/2011 12/16/2611 12/21/2011 01/31/2012 FL # Model, Number or Name 13010.1 1 PW -8150 PVC Fixed Window Limits of use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-7S Other: PW -8150, 36" x 72", DP = +/- 75 psr. Large Missile impact 13010.2 1 PW -8150 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +67.5/-67.5 Other. Large Missile, Dp = +/- 67.5 psr, Max. size 74 1/8" x 72". Outer lite must be safety glass above 30 ft. In HVHZ. 13010.3 1 PW -8300 PVC Fixed Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ Yes Impact Resistant: Yes Design Pressure: +70/-70 Others PW' -B300, 120" is 48", DP = +/- 70 psf. Large Missile Impact. Description PW -8150 PVC Fig/19n Fixed Window, 36" x 72". installation Instructions FL13010 RS II CWS -433A (PW -8150, 36x72. IMPACT).�tf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R1 AE DuPont PVB NOA 11-0624 01.Ddf FL13010 R1 AE EvalReo CWS -433A (PW -8150. 3602, IMPACT).odf MINA R1 AE Mikron NOA 11-0830 69.pdf Created by Independent Third Party: Yes PW -8150 PVC Rg/Fin Fixed Window, Continuous Head & Sill. Installation Instructions FL13019 RI II CWS-S10A (PW -8150. 74x72, ContHdSl. IMP).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FU3010 R1 AE DuPont PVB NOA 11-0624 01.Ddf FL13010 R1 AE EvalRep CWS -510A (PW -8150. 7402. ContHdSl, IMP).p f FL13010 Ri AE Mikron NOA 11-0830 09 Ddf Created by Independent Third Party: Yes PW -8300 PVC Fixed Window, 120" x 48". Installation. Instructions FL13010 Ri lI CWS -373A PW -8300.120x48. IMPACT). Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R1 AE DuPont SGP NOA 11-0624 02.adf FL13010 R1 AE EvalReo CWS -373A (PW -8300 120x48 IMPACT).Ddf FL13010 R1 AE Mikron NOA 11-0830 09.adr Created by Independent Third Party: Yes 13010.4 J I PW -8300 PVC Fixed Window PW -8300 PVC Flg/Fin Fixed Window. L-17"tt o -f Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, See Installation Drawings for Max. size and DP's. Installation Instructions FL13010 111 11 CWS -1.59B { W-8300. IMPACT1.ocf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R1 AE DuPoot PVB NOA 11-0624 01 lif FL13010 R1 AE DuPont SGP NOA 11-624 02.mf FL13010 R1 AE EvalReo CWS -1598 (PW -8300_ IMPACT).Ddf ^f'2 ?nvt*)nt? IA -n; AA Florida Building Code Online http://www.floridabuilding.org/pr/pr_appjtl.aspx?param--wGEVX F_L13010 R1.AE Mikron NOA 11-0830 09, Created by Independent Third Party: Yes Con act us :: tNLoaO: Bso-as7-ieza 194o Notfb Monroe Vii_ Tallahassee Ft_3239_9 The State of Florida Is an AA/ESD employer. CeevriaM 2007-2010 State of Fi ffl,.:: Primv M tanent :: A, StateM :: Rehmd Statement Under Florida law, e-mail addresses are public retards. If you do not want your e -mag address released in response to a public -records request, do not send electronic mall to this entity. bmtead, contactthe office by phone or by tradglonal mail ff you have any questions rearding DBP; s ADA web accessibility, please contact our web Master at webmasterOdbpr state.R. Product Approval Accepts � SiY1Lt'Ifk yak i°i;i:i • TrDi4� pn D) I of Z ?/141?n» I A -M AA Lucas A. Turner, P.E., NSA Evaluation Report 159B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 December 14, 2011 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit size DP55 or 72" x 76" unit size DP67.5 Manufacturer: Custom Window Systems, Inc. 1900 SW 44'h 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 of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: I) Approval drawing CWS -159B, signed and sealed by Lucas A."Turner, P.E. on 12/14/11. Z) Test Reports NCTL 210-3530-1, -lA, -2, and -2A, and NCTL-210-3672-1, -lA, -2; and - 2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05, ASTM El886/1996-02/05 and TAS 201, 202, 203 1994 3) Supplemental Calculations .to support CWS -159B, signed and sealed by Lucas A. Turner, P.E. on 12/14/11 Installation: Units must be installed according to approval document CWS -159B. Limitations of Use: This product: • May be used in 0 configuration in sizes up to 48" x 72" unit size at design pressures of +/-55 psf, or in sizes up to 72" x 76" unit size at design pressures of +/-67.5 psf, with max. glass daylight sizes as shown in CWS -159B • 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 -159B, with Dupont SentryGlas Plus Interlayer per Miami -Dade N.O.A. 11-0624.02 in DP67.5 units or Dupont PVB Interlayer per Miami - Dade N.O.A. 11-0624.01 in DP55 units • 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.11-083009 Certification of Independence: I do not have, nor do Z 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. RE -�' I¢3 X0201 rt 12/14/11 Lucas A. Turner, P.E. " STAT, Cbl .: o ,, � ,„ FL PE #58201 Lucas A. Turner, P.E. 2011-12-1411:08-05:00 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS -........1 ANCHOR SCHEDULE & NOTES ........... 223 SHAPES....................................................4 GLAZING............................ _........... :.........6 SECTION VIEWS......................................6 EXTRUSIONS & B.O.M.............................7 INSTALLATION DETAILS .................... _8-9 771W MAX OVERALL mob 73 .731/4" MAX OVERALL FLANGE WIDTH 72" MAX UNIT WIDTH 69lAr . GLASS DLO I DESIGN PRE INO 167.5 Lues A Tumor, P.E. 2011.12-1411:08-05:00 y 1 PROPRtETARYAND COMIDENT441 112//14/11 THE INFORM MON CONTAINED IN THIS DRAWMO IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEM& INC.'ANY REPRODUCRON IN PART OR AS ANMOLE tMTHOUT THE WRITTEN PERRal9$tON OF CUSTOM WINDOW SYSTEMS. INC 13 PROKetTED. D 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY.WiTH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET S) 3. CONFIGURATION: FIXED LITE "0". 4. 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 ABTM E-1300. S. ANCHORAGE: THE 331/31A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-9 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLY WELDED. S. REFERENCE TEST REPORTS: NCTL-210.3530.1,, 1A, 2, 2A, NCTL-210-3672-1, 1A, 2, 2A 9. SERIES /.MODEL DESIGNATION PW -8300. i0. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. No 58201 I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 EITF T ;GENERAL NOTES & ELE VATIONS - STATE O F 8300 : r---- B r—.. tOF9 ANCHOR LAYOUT- (FLANGE) 7HRU FRAME(MASONRY OR WOOD OPENING) •F 65 DP a" MAX (TYP) INSTALL ANC40A ANCHO�$R ROUT.-tFWI TSU UNfl FlN(W000 OP£NINO) OF w DF NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP. SEE SHEETS 2-3, SILL ANCHOR SAME AS HEAD, 2 SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD REARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. 3. LOAD BEARIN - S14IMS SHAIL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4. 3118" DIA. ELCO ULTRACON MASONRY CHORS.MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL BE �M: _n IN crruec mso=r inn 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT. OF 1 3/S" INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 718" SHALL BE ACHIEVED IN EITHER DIRECTION. 8. #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 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 MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 8. 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) S,,CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM C -9o, GRADE N. TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS), FMAIWOMA 250(BOX WINDOWS}, FMA/AAMAWDMA 300(EXTERIOR DOORS). lz;;—f PROPMETARYAND COM71DENTIAL 12/14/11 TM INFORM IlON CONTMED IN THS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPROOU(MON IN PART ON AS A WHOLE WITHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. No 56201 -1 `P ; 11900 SW 44TH AVE. * S OCALA, FLORIDA 34474 Ir I .L : ANCHOR SCHEDUI STATE OF t!qL` •_ _.• -LARGE MISSILE 2 OF 9 41 MAX MAXO.C. 8• MAX. 7 6f8" MiAX O.C. }�(ryp,) iTA'p) (fYP) ' SEE NOTE 2 [Tr SEE NOTE 8 JL- s' MAX J I 75V MAX MP) (TYP.) i I i I I I I O I INSTALLA71ON I \-STALLATIONNOrr?) ANCHOR VYP? I A I I ' I I I R UT- Q I ' ANCHbR LA UpT�(F N) THRU FRAME{MASONRY ORWOFEWNO) THRiI NAIUNOFM OPERA 3 +l-87.60P +/.87.8 OP BI UPDATED PER 2010 FBC 12(6!2011 LUCAS A. TURNER, FL P.E. 58201 A I UPDATED PER NEW FEC REQUIREMENTS 7107/2008 ""og0REbyr 4� y�4�Gpf+;"G2J'iJ;:>r'Pt�'"►...: tA7N00W5rI700AS t EBi09 1900 SW 44TH AVE. OCALA, FLORIDA 34474 y 0ANCHOR SCHEDULE - LARGE MISSILE IMPACT � 9- $TATV 4F �: I PROPPoETARYAND COAFIDBNNLL 12/14/11 '�+�''� fi( n�''+: `*�C'�w't 8300J 5!05/2007 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SORE PROPERTY OF CUSTOM- WHOLPROHE DMOUT'THE VVIMIO' NPSYSTE SianoANYRE RODIZTIONINNDaW t RtOR. '✓�/ lS++'�.i;:"•``� O � PVC FIXED LITE d'Prrj `CWS-18S IS 4 'ik,>� v. •T 30FO B FULL CIRCLE 112 CIRCLE 114CIRCLg NOTES: 1. SEE SHEET 2 FOR DETAILED.ANCHOR INSTALLATION REQUIREMENTS 2. OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1. S. ANCHOR SPACING FORARCHITECTUAL FLANGE -WINDOWS' MUST FOLLOW NOTE 1, SHEET -2 Y>{ Lu . ■ c -D:) FULL ELLIPSE.("OVAL") ,xz PROPMETARYANOCOMI)PNT0LL 12/14/11 TME INFORMVI ION CONTAINED IN THIS ORAWINa IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS INC.ANY REPRODUVIONINFART OR AS AWHOLE WRHOUT THE WRrFTEN PERNBSSION OF CUSTOM WINDOW SYSTEM. INC. f9 PROHISRED. TOMBSTONE RLAYER cv 1" OVERALL 3118" TEMPERED 112" AIRSPACE 6/18" !AM[ GLASS 118° ANNEALED 5118° DUPONT PVB INTERLAYER iff ANNEALED I)PURFECT GLAZE. "H" SIKAPLEX552 112" GLABSBITE' GLASS TYPE B FULL SIZE i" OVERALL 3118" HEAT STRENGTH 3/8" AIR8PACE 711W LAM[ GLASS , 3118° HEAT STRENGTH .090 SENTRY GLASS IONOPLAST 3118" HEAT STRENGTH SDPURFECT GLAZE "H" SIKAPLEX 552 IT, -1. GLASS BITE GLASS TYPE C FULL SIZE 0 TYPE W.x H I DP +/-55 1 A, B 48 X 72 9 1° OVERALL $116" TEMPERED 30 AIRSPACE 7118• LAMI GLASS 3118° HEATSTRENGTH .090 SENTRY GLASS IONOPLAST INTERLAYER 3/18" HEAT STRENGTH DPURFECT GLAZE W. SIKAFLEX 552 fiF GLASS TYPE D FULL SIZE SW 44TH AVE. A, FLORIDA 34474 GLAZING DETAIL - LARGE MISSILE IMPACT Z: �)AI ,.:' 5300 5/0512D07 ALi """"" N w: PVC FD(ED LITE 1:1 ` CWS -1$9 Kv. : B HEFT: SOF 9 -j: No 58201 R !r 8 . zea STATA OP �'�a'N"¢ZOAtts 12114111 PROPM"AWANDCOWMENTAI,THE ; fS1tIEM. IT70'EN aPROH +'✓'Pi1j, 10N PEER sN&%ON6 8T.OMI+OM+NDOOMN w9Yei Rt$vCA rtErEY C.tFiOOi. A-0 0 TYPE W.x H I DP +/-55 1 A, B 48 X 72 9 1° OVERALL $116" TEMPERED 30 AIRSPACE 7118• LAMI GLASS 3118° HEATSTRENGTH .090 SENTRY GLASS IONOPLAST INTERLAYER 3/18" HEAT STRENGTH DPURFECT GLAZE W. SIKAFLEX 552 fiF GLASS TYPE D FULL SIZE SW 44TH AVE. A, FLORIDA 34474 GLAZING DETAIL - LARGE MISSILE IMPACT Z: �)AI ,.:' 5300 5/0512D07 ALi """"" N w: PVC FD(ED LITE 1:1 ` CWS -1$9 Kv. : B HEFT: SOF 9 s 1 1 0 8 10 11 8 7 7 ' 3 SECTION M 4 NgERIOR EXTERIOR 8 . 5 G 2 7 SECTION VIEW 6C ALT FIN FRAME B FLIPDATED PER 2010 FBG 12/0/2011 8 LUCAS A TURNER FL P.E. 69201 AlUPDATED PER NEW FBC REQUIREMENTS 7!07/2008 SECTION VIEW A A cs+�ru�urrrr„ /� :.C'...... a*t�4g C"'�" ti *�' `�' •� '[tt�rrtNDO� tvS&DOORS It . N. 58201 M 1800 SW 44TH AVE. # I OCALA, FLORIDA 34474 x'4 > r °SECT. VIEWS ALT. FIN FRAME - LARGE MISSILE IMPACT tV4 ESTATE' TH=IroRwunaNcoNraNRTEinreo wltiseaeroaEaTY OF S y'Og 8300 s�++��4 itlp,.�\4a4�Xmu d Y. JA �E No:S/052007 OF azrs1roan uTHE .I 1ITE.0oNOFA Fa r*If,. 10P ...10.. �� PVC FIXED LITE 1:2 CWS 158 WINDOW.MNMA"1179RA.SAWHOLEWT 18 � B SOF9 Item # Part 4 Description Vendor Material 1 H -6006B Fr., PW,.Main, Head Mikron PVC 2 H-6005 Fr., PW, Main, Sill Micron PVC 3 H -6006B Fr., PW, Main,.L- Jb. Mzlcron PVC 4 H 6006B I Fr., PW, Main R Jb. Mlkron PVC 5 H -6006A Fr. Main PV Fin Myron. PVC 6 P-3113 Screw Support for FVC Team Plastic Rubber 7. P-3352 Set. Bk, 85 Dur., 1/8" x5/8" x2" Frank Lowe Rubber 8 Purfect Glaze "H", S&01=552 Henkel / Sika Silicone 9 P-3752 Cap Plug, 1/2" Hole M&M Nylon 10 S-6064 G1z. Bd., Fxi. 1" O.A. I.Cz Micron PVC 11 GLASS See. Sheet 4 1 119• 1118" 716^ FVC GLAZEBEAD-6094 Mj PRO RIETARYAND CORFTOCNM 12/14/11 THE INFORMA71ON CONTAINED IN THS DRAWING 13 THE BOLE PROPERTY OF CUSTOM bMNDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE WIT7iOI/T THE WRIT•IEN PERMI8810N OF CUSTOM WINDOW SYSTEMS. INC. IS PRORBITED. O ' © Viil�� © h PVC FRAME FLANGE - H 6009 8 PVC FRAME'FIN - H 800BA 8 t� 1 SCREW SUPPORT - P-3113 CORNER WELD (ALL SIDES) No 58201 :; 1800 SW 44TH AVE. s *, a OCALA, FLORIDA 34474 EXTRUSIONS & B.O.M. - LARGE STATE OF -4 :^ 6/06180071 7OF9 SEALANT BETWEEN BUCK AND OPENING BY OTHERS L= MIN. EDCEDIST. [C[ EXTERIOR FINI BY OTHERS PERIMETER SI BYINSTALLER SEALANT BEHI FLANGE BY INSTALLER 1.1/4" MIN. EMBEDMENT 1 BY WOOD BUCK BY OTHERS [A[ 114° MAX SHIM [B[ INSTALLATION ANCHOR, 3l18" DIA. MASONRY ANCHOR W1 WASHER THRU SCREW SUPPORT 1011 P • as a aA•••a P+ ♦ P e • a Ds P+ + A+ P. • CONCRETE/MASONRY BY OTHERS CONCRETEWASONRY 13/8' MIN EMBEDMENT HIGH STRENGTH STRUCTURAL BY OTHERS 114" MAX SHIM ► ' GROUT BY OTHERS SEALANT BEHIND BY OTHERS [A INSTALLATION ANCHOR, FLANGE BY A a • 3/16° DIA. MASONRY ANCHOR INSTALLER 17L✓!: vd WASHER THRU SCREW INSTALLATIONANCHOR, ° ° 4 SUPPbRT 1c[ PERIMETER SEALANT • BY INSTALLER � IBl � 1/4" "SHIM EXTERIOR FINISH ° 4 ° a I%mw't''' BY OTHERS •� FRAME (MASONRY) r •f�i is •a+ • SILLSTOOL SYOTHERS P • as a aA•••a P+ ♦ P e • a Ds P+ + A+ P. • CONCRETE/MASONRY BY OTHERS CONCRETEWASONRY 13/8' MIN EMBEDMENT SEALANT BERING BY OTHERS 114" MAX SHIM ► ' 1BY WOOD SUCK IBl BY OTHERS [A ERS SEALANT BETWEEN BUCK A a • AND OPENING BY OTHERS 17L✓!: 4A�114" MAX SHIM INSTALLATIONANCHOR, ° ° 4 EBI INSTALLATION ANCHOR, 3116" DIA, • MASONRY ANCHOR W/WASHER 4 2 BY WOOD BUCK THRU SCREW SUPPORT ° 4 ° a I%mw't''' [b] i R tr FRAME (MASONRY) R SEALANTBET'WEENBUCK AND OPENING BY OTHERS ° 8112'. MIN. EDGE DI8 7. 4' [O1 4 °4' 4 .. 11/4' MtN EMBEDMENT [CE PERWFTFR REALAN rB-'N HORIZONTAL SECTION e FRAME (MASONRY) —EXTERIOR FINISH BY OTHERS QC HORIZONTAL SECTION e FRAM OTE: HEAD AND JAMS IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS H WN BELOW 13/8' MIN EMBEDMENT SEALANT BERING 102 114" MAX SHIM ► ' 2 9Y WOOD BUCK IBl BY OTHERS [A .• II --114" MAX SHIM (TYP) A a • MIN. EDGE DIST. b.o o. 17L✓!: • • INSTALLATIONANCHOR, G A 014 WOOD SCREW WIWAS, • s • • THRU SCREW SUPPORT b oD " oD 1D) s 2 BY WOOD BUCK ' ' • BY OTHERS I%mw't''' [A]. i R tr FRAME (MASONRY) R SEALANTBET'WEENBUCK AND OPENING BY OTHERS —EXTERIOR FINISH BY OTHERS QC HORIZONTAL SECTION e FRAM OTE: HEAD AND JAMS IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME AS H WN BELOW 1 114' MIN. EMBEDMENT [Cl •2_712 MIN. EDGE DIST. ICI X --V—' PROPRIETARYAND OOWIDENT9/L 1VI4111 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY W CI}STOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROFIIRITED. REFERENCE NOTES: IB] BEE NOTE 10, SHIT 1 IB] SE2 NOTE 2&3, BHT 2 [C[ SEE NOTE 4, SHT 2 10) SEE NOTE 6. SHT 2 1E1 SEE NOTE 6, SHT 2 INSTALLATION ANCHOR, SEALANT BERING 3116' DIA. MASONRY ANCHOR trot WASHER THRU SCREW SUPPORT FLANGE BY [Cl INSTALLER II --114" MAX SHIM (TYP) PERIMETERSEALANT BYINSTALLER ER b.o o. •0"0 9b ' EXTE�IORFINISH BD .p . �'. b . A p 6 b • o : o °p o� b. p `° b. . ►• eD, s• ob, 1114• MIN. EMBEDMENT •D p D (TYP) .bs p D ">D"ob.�•oD• o o"oma p "o .e b oD " oD 21t2° MIN. EDGE DIST. CONCRETE/MASONRY (TYP) BY OTHERS ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY) 1 114' MIN. EMBEDMENT [Cl •2_712 MIN. EDGE DIST. ICI X --V—' PROPRIETARYAND OOWIDENT9/L 1VI4111 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY W CI}STOM WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROFIIRITED. REFERENCE NOTES: IB] BEE NOTE 10, SHIT 1 IB] SE2 NOTE 2&3, BHT 2 [C[ SEE NOTE 4, SHT 2 10) SEE NOTE 6. SHT 2 1E1 SEE NOTE 6, SHT 2 J& MIN. EMBEDMENT fE1 ' I1 SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BUCK— 2BYWOODBY BYINSTALLER OTHERS [Bl PERIMETER SEALANT 314° MIN EMBEDMENT WINDOW WRAP _ mINSTALLATION BYINSTALLER BYINSTALLER _ U4" MAX SHIM 08 WOOD SCREW ANCHOR WANCH, [B] W! WASHER Pi • I� 3.312°. MIN. EMBEDMENT BYINSTALLER IEJ SHEATHING BY OTHERS • EXTERIOR FINISH ' fl– BY OTHERS SEALANT BEHIND EXTERIOR FINISH BYINSTALLER E VERTICAL SECTION xL-- 9 FIN (WOOD) PROPRIETARYANDCOWDENTIAL 12)14/11 THE INFORMATION COWAINFD IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDO•N SYSTEMS, MANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE 'AwrrEN PERP'4MSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. —3L4= MIN EMBEDMENT LEI —114" MAX SHIM Em ---�^�^--^WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER HORMONTA–LSECTION \,?j FIN (WOOD) I REFERENCE NOTES: IAI SEE NOTE 1o, SHT1 IBJ SEE NOTE 2&3, SHT 2 [CJ SEE NOTE 4, 8HT 2 IDJ SEE NOTE S. BHT 2 ttl SEE NOTE S, SHT 2 _---.___. 1!4° MAX SHIM [Bl PERIMETER SEALANT 319"_ MIN EMBEDMENT BYINSTALLER eb WINDOW WRAP BYINSTALLER °e 2 BY WOOD BUCK gPoe BY OTHERS EXTERIOR FINISH [A] BY OTHERS aM IN9TALLATIONANCHOR, 88 WOOD SCREW ANCHOR SFAUWT BEHIND FIN W! WASHER Im BY INSTALLER 3lir MIN. EMBEDMENT SHEATHING BY OTHERS E VERTICAL SECTION xL-- 9 FIN (WOOD) PROPRIETARYANDCOWDENTIAL 12)14/11 THE INFORMATION COWAINFD IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDO•N SYSTEMS, MANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE 'AwrrEN PERP'4MSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. —3L4= MIN EMBEDMENT LEI —114" MAX SHIM Em ---�^�^--^WINDOW WRAP BYINSTALLER PERIMETER SEALANT BYINSTALLER HORMONTA–LSECTION \,?j FIN (WOOD) I REFERENCE NOTES: IAI SEE NOTE 1o, SHT1 IBJ SEE NOTE 2&3, SHT 2 [CJ SEE NOTE 4, 8HT 2 IDJ SEE NOTE S. BHT 2 ttl SEE NOTE S, SHT 2 Florida Building Code Online dir-J8Depe ]int' usiness Proessi0Aal Reg 11aE€�-Il Page 1 of 2 ^ti5Y '" l aCIS Home ' Log In ' User RegW-dtlon Hot TopIcs Submt Surcharge Stats & Facts Publications FBC Staff . BCIS Site Map Links Search ; Product Approval lass: PuNlcl>M -ftduct Aonnyal Menu > Praiuct or Application AIRTh > Aaokefign List > Appiication Detail 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 FL # FL16177 Application Type - New Code Version 2010 Application Status Approved Comments Archived Windows 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, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Cal Ledy Address/Phone/Emalt 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 tiP Validation Checklist - Hardcopy Received Certificate of Independence FL16177 RO COI EvalRep CWS -812A lSH-8100 Impact 53x63, NoSIIIAnchl.Ddf Referenced Standard and Year (of Standard) Standard AAMA/WDMAICSA/101/I.S.2/A440-08 ASTM E 1300-04 ASTM E1886-05 Year 2008 2004 2005 hq://www.floridabuil(hii&org/pr/pr app_dtl.aspx?param=wGEVXQ%tDgvyf4ng&Nhi0y... 4/18/2013 Florida Building Code online ASTM E1996-06 PA TAS 2011202/203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Submitted 01/31/2013 Date Validated 02/18/2013 Date Pending FBG Approval 02/26/2013 Date Approved 04/09/2013 Page 2 of 2 2006 1994 of Products PL #'N Model, Number or Flame Description 16177.1 SH -8100 PVC Single Hung SH -8100 PVC Single Hung ImETct Resistant window. L m of Use Installation Instructions Approved for use in HVHZ: Yes FL16177 RD II CWS -812A (SH -8100. Impact. 53x63. i Approved for use outside HVHZ: Yes N Impact Resistant: Yes Design Pressure: +701-70 Verified By: Lucas A. Turner 58201 Created by Independent Thlyd Party: Yes Other: SH -8100 PVC Impact, Max. Fl. size 35, no sill Evaluation Reports anchors required. Safety glazing required on outer Ilte FL16177 RO AE DuPont PVB NOA 11-0624 01.�if above 30 ft. In HVHZ. FL16177 ko AE EvalRep CWS -812A {SH -8100, Impact. 53x63, NoSillAnchl.Dd( FL16177 RO AE Mikmn NOA 11-0830 09.odf Created by Independent Third Party: Yes Conduct Us :: 1940 Ncnth Monroe Street, Tallahassee FL 323 9 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copvriaht 2007-2010 state of Florida.:: Prlvaev Statement :: Arcass b illy Statemerrt :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. IrSStead, onrgact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalis provided may be used for o0lcial communication w0i the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, FS., please dlek jig. Product Approval Atapts- - http-llwww.floridabuilding.orglpr/pr app dti.aspx?param=wGEVXQwtDgvyf4ii&knlOy... 4/18/2013 TURNER ENGINEERING & CONSULTING, INC. 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 FBPE C.OA. #29779 Evaluation Report 812A January 3, 2013 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 517/8" x 613/4" 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-IA, -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 AAMANVDMA/CSA 101/l.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 DLO 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 m Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB- 1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 11-0624.01 ® 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, 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. A�� No 58201 * a 1/3/2013 STATE OF Lucas A. Turner, P.E. FL PE #58201 Lucas Tumer 2013-01-03 13:41-05:00 MAX SASH WIDTH DESIGN PRESSURE RATING *70 PSF TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....I Lues Tumor ANCHOR SCHEDULE & NOTES..........2 GLAZING DETAIL.................................3 2013-01-0313:40 p5:00 SECTION VIEWS..................................4 EXTRUSIONS& S.O.M.........................6 PROPRIETARYANDCONRDENTRL 1/3/2013 INSTALLATION DETAIL..:......:.............8,7 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. INC. ANV REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBRED. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X". -IMPACT: PVS SASHAMPACT HOOK 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 8. ANCHORAGE: THE 33 IM% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS G & 7 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB, S. SERIES I MODEL DESIGNATION SH -8100. 9. 1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 10, THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH; O = FIXED SASH 11. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. LUCAS A. TURNER, FL. P.E., 682D1 I A IRECONFIGURE0 9/2012 1 10/18/12 „ I�L1�7NUQri'S .@DQ!)RS N® 58201 �� 1900 S W 44TH AVE. _ * CALA, FLORIDA 34474 rtg: GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT STATE OF ? 4r� ' " ' 0100 SAT FATE: 08/18/2012 PVC SINGLE HUNG A"` NTS Ev. LETTeR: A rI'reeT• 1 OF 7 la 112° MAX O C. NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION AS SHOWN. NO ANCHORS REQUIRED IN $ILL 2. SHIM AS REQ'O AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE $HIM STACK TO BE 114" FOR MASONRY OR WOOD, AND 118• FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT, 3, LOA SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOTALLOWED. 3116" DIA. ELCO ULT CON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/4" INTO MASONRY THRU OD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112", IN ANY DIRECTION, SHALL BE ACHIEVED. S. 010 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3M' INTO 213Y WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718° SHALL BE ACHIEVED IN ANY DIRECTION. S.1310-16 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. B. 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. S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A WOOD - MINIMUM SPECIFIC GRAVITY OF Go0.55 (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 -1B" THICK MIN.. 8063 78 MIN. E. STEEL -.060" 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); PROP162TARYANO COWDENTAL FMANV MA 200 (FLANGE WINDOWS), S), THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERLY OF GUSTO FMANVOMA 250 {BOX 1M XTERIO , WINDOW SYSTEMS, INC. ANY REPRO=TION IN PART OR AS A WHOLE WITHOUT THI FMA/AAMAM+DMA 300 (EXTERIOR DQ�iS). WRITTEN PERWSS1ON OF CUSTOM WINDOW SYSTEMS, INC. IS PRONOTED. LUCAS A. TURNER, FL. P.E., 55201 No b82D1 it STATE OF W2012 SEE NOTE 2 INSTALLATION ANCHORS (TYP) 10/18112 000 SW 44TH AVE, ICALA, FLORIDA 34474 I LH: ANCHOFR SCHEDULE & NOTES - LARGE MISSILE IMPACT tKlt}; JKHVV"1$r. ALE: 8100 BAT 06/1 6120 1 2 PRS R! A 7/5" OVERALL 7/e" OVERALL VS" ANNEALED ON TEMPERED 118" ANNEALED OR TEMPERED 7115° AIRSPACE 7118' AIRSPACE 5115° LAMINATED 5116" LAMINATED IW ANNEALED 1/6" ANNEALED ,O®0" DUPONT PVB INTERLAYER .OBD" DUPONT PVS INTERLAYER 1B" ANNEALED VS" ANNEALED 47 SIKAFLEX 552 OR PURFECT GLAZE "H" 4 SIKAFLEX 552 OR PURFECT GLAZE "M t / rr 1 15 t 112° GLASS SITE 1/2" GLASS SITE 1 FIXED LITE (EQUAL SPLIT) SASH LITE LUCAS A. TURNER, GL. P.E., 88201 A RECONFIGURED B/2412 10/18/12 it�{{IltltfJfl . y00�c1DRE61J�i�r No 58201 : :. 1000 SW 44TH AVE. *; CALA, FLORIDA 34474 D y. "T GLAZING DEATAIL- LARGE MISSILE IMPACT STATE: OF ~•Qy�.��y 0 • t` PaeEraarrwa corJlaewwt 13013 *:A RAT t• 0011812012 ,.dOR THE INFORMATION _ O �y PVCSINGLr 3 WV: CWS -812 2 Wr�PERMISSION,IANY REPRODUCTION S�HE OvatFdA� i�t�ELETTER. A F• 30F7 SECTION A A (EQUAL SPLIT) z� PROPRIETARYAN0 COWDEN7NL 1/3!2013 THE INFORMAMON CONTAINED IN THIS DRAWING 19 THE BOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANYREPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WND01AV SYSTEMS, INC. IS PROHIBITED. Ail00 SECTION B -B NOTE LEFT SIDE SHOWS FIXED LITE CUTAWAY, RrGHT BIDE SHOWS AASH CIITAWAY NOTES: ITEMS 20, 26, 28, 36, 37, 44, 61, 62, 66, 66, 84, 87, 68 ARE USED BUT NOT SHOWN FOR CLARITY, LUCAS A. TURNER, FL P.E., 68201 x 55,57-61 ARE 2 PVC FRAME FLANGE -8031 314° 1818" 1118" { REINF" S.B.R. -1699 ALUM 6083-78 2 318" 1 18/18" 1118' 8 1!18' 1 ete" 1 PVC SASH MTG. RAIL -8027 PVC SASH BTM. RAIL -8028 1 2 1/3° 11/2' ALUM. FIXED RAIL -1838 ALUM 6063-T6 6118° 1 1J8" -•i 110° 1/i8" PVC SCREEN SUPPORT -6014 PVC SCREEN CATCH -6013 1118" i 131 PVC BASH SIDE RAIL -8004 .048• 1 618° �--►�-9118° PVC FIXED RAIL COVER - S083 8 ¢ 3!18"-fii a 1118" 718" 1 8/18° 1118° 710 T-- 5118° PVC SASH STOP -8026 4 13 REINF. S.B.RJS.S.R, -1488 ALUM 6083-T8 170- 7/V,--- u 1 �a" PVC GLAZINGBEAD•8084 � ee LUCAS A. TURNER, FL. P.E., 48201 3 REINFORCEMENT, IMPACT HOOK -1112 ALUM 6063 -TO z�z_ J PROMITrARYAND COPF108PITYLL 1!3/2013 THE INFORMATION CONTAINED INTWS DRAWING 13 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. RIC. ANY RIVIRODUCTON IN PART ORAS AW HOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. 578" 8 REINF. BASH MTG. RAIL -1497 ALUM 8083-T6 FRANIM 00RNIER CONSTRUCTION B 1 CORNER WELD (ALL SIDE 4 7 1�q FIXED MEETING RAIL SCREWEDTOGETHER WITH OUTER FRAME A IRF-CONFIGURED 912012 1900 SW 44Th AVE. OCALA, FLORIDA 34474 10118!12 EXTRUSIONS IB.O.M. - LARGE MISSILE IMPACT r.1� 8100 F77M 73 8AT 08/18/2012 .PVC SINGLE HUNG r" NTS "GWS -812 A 'r•—; 6 OF 7 SCREW SUPPORT - 3113 A IRF-CONFIGURED 912012 1900 SW 44Th AVE. OCALA, FLORIDA 34474 10118!12 EXTRUSIONS IB.O.M. - LARGE MISSILE IMPACT r.1� 8100 F77M 73 8AT 08/18/2012 .PVC SINGLE HUNG r" NTS "GWS -812 A 'r•—; 6 OF 7 SEALANT BETWEEN BUCK BY OTHER AND OPENING SY OTHERS I 9& MIN. EMBEDMENT (MIN EDGE DIST.) BY OTHERS C (C) 3 CONCRETEINIASONRY ° � • a. p �" b • • o . a. o a + BY OTHERS ' P • • °' + b • b ' 4 4 • P• EXTERIOR FINISH • MASONRY SCREW wlWASHER BY OTHERS ._../" ._ WINDOW FRAME HEAD WINDOW FRAME SILL - INTERIOR FINISH [Al I 9& MIN. EMBEDMENT °INISH BY OTHERS BY OTHERS (C) 3 OONCRETEIMASONRY BY OTHERS b•' ••i •tea 19" MAX SHIM REFERENCE NOTES. INSTALLATION ANCHOR, 3118" DIA. 4 4 BY OTHERS • s A • p � 6 g �� D . BEADS OF yD rDDti *D9 D• SDITEDROIN�:D MASONRY SCREW wlWASHER Ds D r prp ALL INDICAPNTS D • .D, �Dd0 r � p DDD *IE AND BUCK BY INSTALLER. sA > D• 6• pD ° °. ° p rD 1/4' MAX. SHIM •D ,Dp • ° D• r D D Do D� D* 0g D . g D . THRU SCREW SUPPORT 4 CONCRETElMASONRY LUCAS A, TURNER, PL. P.E., SB201 BY OTHERS A lRECONFIGURED 9/2012 `SILL • •tiy~• STOOL (0] . • . a 4 (MASONRY) s4rjP:ydOE.N6fi•.,�S -`141NWN5RDDORS SUPPORT TO MAKER9 � 4 ar No 58207 4 1900 SW 44TH AVE. * * r, OCALA, FLORIDA 34474 * ,��.,,•.7� ^"63 Wa T. fiTATO A�4 •8100T�LL U FRAME LARGE L I RAWN '6,4T OC�/18/2012 PROPMETARY AND CC*IDENTIAL 1131201. ��i THE INFORPATION CONTAINED INTH9 DRAWND 19 THE SOLEPROPERTYOFCLSTOM ��iT�e Q ..... `C'~t�a G t_ d4.: tttq PVC SINGLE HrCWS • • (MIE N EMBEDMENTi 101 . • A SOF7 .4a4,4 -I BY SUCK B OTHERS (MIN EDGE DIST.)s� • : 4 [Al.• 4 4 4 1/4" MAX SHIM 4 (B] is STALLATION ANCHOR, WIG" DIA. ASONRY SCREW wfWASHER iRU SCREW SUPPORT ] SEALANT BEHIND FLANGE TI BYINSTALLER PI Bi PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS •- p- i P,•A• •P •aP y p•oA•q A•�•a •• p• • �P• P. •O•A+ O Pa • b••Oa0• pap ° Pp.+ • p: Ob ¢� Pa b. ��, P••• • • P• p+ pa , •P ••� •p •♦b•p• O �i,Piab••O• •• ANCRETE/MAeONRY iY OTHERS HIGH STRENGTH STRUCTURALVERTICAL SEOTION GROUT SY OTHERS FRAME (MASONRY) , 1 BY WOOD BUCK - BY OTHERS SEALANT BEHI [Al BYINSTALLER EXTERIOR F]N16H BY OTHERS PERIMETER BE 1/4' MAX SHIM BY INSTALLER /IN HORIZONTAL SECTICN FRAME (MASON REFERENCE NOTES. 1318" MIN.. EMBEDMENT (D) INTERIOR FINISH i.+,,: S • BY OTHERS 1/4" MAX SHIM—•{ q.. q. t... ISI p`P• ZZ MIN. EDGE DIST. .J p►•r 0 r 6 • INSTALLATION ANCHOR, 010 WOOD ANCHOR 1fNTEGRATED WASHER p o THRU SCREW SUPPORT SEALANT BEHIND FLANGE VH BYINSTALLER—/// SEALANT BETWEEN BUCK AND OPENING PERIMETER SEALANT BY OTHERS BY INSTALLER EXTERIOR FINISH BY OTHERS HORIZONTAL SECTION FRAME (WOOD) WINDOW FRAME - CONTINUOUS DOUBLE WIS' BEADS OF TREMGLAZE UISOD SEALANT SILL .OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN (ILII FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BYINSTALLER 1/4' MAX SHIM PERIMETER SEALANT (B] BYINSTALLER REFERENCE NOTES. EXTERIOR FINISH D • ° . r , r e y D , (A] SEE NOTE 0, SHT 1 BY OTHERS • s A • p � 6 g (BI SEE NOTE 283, BHT 2 D . BEADS OF yD rDDti *D9 D• SDITEDROIN�:D []DOUSLESMS" EDSEE NOTE 5,814T 2 Ds D r prp ALL INDICAPNTS D • .D, �Dd0 r � p DDD *IE AND BUCK BY INSTALLER. sA > D• 6• pD ° °. ° p rD 1/4' MAX. SHIM •D ,Dp • ° D• r D D Do D� D* 0g D . g D . EB] CONCRETElMASONRY LUCAS A, TURNER, PL. P.E., SB201 BY OTHERS A lRECONFIGURED 9/2012 `SILL 10/18112 STOOL BY OTHERS 1;�1611?1ifr/11 �"–USE SOLlD WOOD /ALTERNATE PRECAST BILL DETAIL ,�;ti`gr J 3REW A�;' ., FRAME Iit' `• (MASONRY) s4rjP:ydOE.N6fi•.,�S -`141NWN5RDDORS SUPPORT TO MAKER9 � 4 ar No 58207 4 1900 SW 44TH AVE. * * r, OCALA, FLORIDA 34474 * ,��.,,•.7� ^"63 Wa T. fiTATO A�4 •8100T�LL U FRAME LARGE L I RAWN '6,4T OC�/18/2012 PROPMETARY AND CC*IDENTIAL 1131201. ��i THE INFORPATION CONTAINED INTH9 DRAWND 19 THE SOLEPROPERTYOFCLSTOM ��iT�e Q ..... `C'~t�a G t_ d4.: tttq PVC SINGLE HrCWS REP'9 IN PARTOR AS UEWT.0UT THE iONA� -B1. 'HL P0L=ON ,�:C`s WRITTEN PERMISSIIne.ON OF CUSTOM , INC. I9 PRO A SOF7 PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER WINDOW SILL 116" MAX. SHIM F INSTALLATIONANCHOR, #10 SCREW Ih IC] MAX. SHIM 108CREW SEALANT BEHIND FIANCE SYIN3 ALLER CONTINUOUS DOUBLE 3119" BEADS OF TREMGLAZE U1SCO SEALANT OR EQUIVALENT AROUND PERIMETER ATALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER SEALANT BEHIND FLANGE-� r' 116° MAX. SHIM BY INSTALLER rm VERTICAL SECTION PROPRIETARYANDCOMOEMt, 1/312013 THE INPORMATIM4 CONTAINED IN THS DRAONMI IS THE SOLE PROPERTY OF CUSTOM WPIDOW SYSTEMS. IMG ANY REPRODUCTION IN PART OR As AWHOLS WTMOUTT14E WRITTEN PERMISSION OF CUSTOM NANDDN SYSTEMS. INC. IS PROHIBITED. HORIZONTAL SECTION LUCAS A. TURNER, FL. P.E.. 66201 FRAME REFERENCE NOTES: p3EE NOTE 9, BHT 1 SEE NOTE 2&3, BHT 2 Cj BEE: NOTE G. SHT 2 [DI SEE NOTE 9, BHT 2 Florida Building Code Online £T r - _;•-•, ,.. - �.og,=�`�:x.��`_:",- .: Vic_= B>=ISHome Log In UswRegiatratWn Hot Topic j3usin i 54652.1 s Product Approval llSM htbOC Um �E-fit�f.��cn Page l of 3 Submu Surcharge Stats 8 Fads "iMUM I FRC Staff B=S Sfa MaP Unks € Search Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ® Validation Checklist - Hardcopy Received Certificate of Independence ' EL5823 R5 COI EvalReCWS-155B (SH -8100 Imlract) ndf Referenced Standard and Year (of Standard) standard Year AAMA/WDMA/CSA/101II.S.2/A440-05 2005 ASTM E 1300-04 2004 AST. -M. U-886-0-5- 2005 ASTM E1996-06 2006 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F L5823 RS En iuy H-8100 Eauh+alencv ndf http://www.floridabuilding.org/pr/pr app dtl.aspx?param=vvGEVXQwtDgvMdF6zR.4iHL... 7/16/2014 Em*t r Aymmyal Menu > w Aaaltcation cm..a. > Ust > AppliCauwt DWMH F FL # FL5823-R5 Application Type Revision Code version 2010 Application Status Approved Comments Archived C 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/Ema4 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 btenace@cws.c r Quality Assurance Representative ]effThompson Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 Aompson@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE ® Validation Checklist - Hardcopy Received Certificate of Independence ' EL5823 R5 COI EvalReCWS-155B (SH -8100 Imlract) ndf Referenced Standard and Year (of Standard) standard Year AAMA/WDMA/CSA/101II.S.2/A440-05 2005 ASTM E 1300-04 2004 AST. -M. U-886-0-5- 2005 ASTM E1996-06 2006 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F L5823 RS En iuy H-8100 Eauh+alencv ndf http://www.floridabuilding.org/pr/pr app dtl.aspx?param=vvGEVXQwtDgvMdF6zR.4iHL... 7/16/2014 Florida. Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 12/01/2011 12/13/2011 12/20/2011 d l/31/2012 Page 2 of 3 FL d: Model, Number or Name Description 823.18100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: N/A Other: Large Missile, see installation dwgs. for Max. size and DP. Installation Instructions FL5823 R5 II CWS -1556 -81a Impactl.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports p -5! B23 K5 AE DuPont „PVB NOA 11-0624 01.y FL5823 R; AF EvalMa CIMS -1558 (SH --8100. Impactl.pdf FL5$23 R5 AE Mikron NOA li-0$30 09.Ddf Created by Independent Third Party: Yes 5823.2 SH -8100 Cont. Hd. & Sill SH -8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 63". Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other. Large Missile, DP +67.5/-70.0 psf w/ Std. sill, DP +/- 70.0 psf w/ high rise, Max. size 744 1/8" x 63". Outer lite In I.G. must be safety glazed when used above 30 ft in HVHZ. FL58?3 R5 II CWS -440A (St -8100. Impact. 74x63. Contbd5l).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party Yes Evaluation Reports FL5823 R5 AE DuPont: M NOA 11-0624 01.0df B-5823 R5 AE EvalReo'CWS-44GA (SH --8100. Impact, 74xC3 Com' d I).Ddf FL5823 R5 AE Mkron NOA 11-0830 09-adf Created by Independent Third Party: Yes 5823.3 SH -8100 Cont. Hd. & Sill SH -8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 72". Linllts of Use Approved for use in 14VHZ: Yes Approved for use outslde HVHZ: Yes Impact Resistant: Yes Design Pressure: +67:5/-67.5 Other. Large Missile, DP = +/- 57.5 psf, Max. size 74 1/8" x 72". Outer lite. in I.G. must be safety glazed when used above 30 ft. in HVHZ. Installation Instructions FL5823 R5 II CWS -491A (SH,8100. Impact. 74x72. ContHdSi).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AF DuPont PVB NOA 11-0624 01,o -df FL%23 R5 AE-EvalRep CWG-aaan r _$100 Impact 74x72, ContHdSI).pdf FL5823 P6 4E MIkron NOA 11-0830 09 pdf Created by Independent Third Party: Yes 5823.4 SH -8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR l3mits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-100 Other Large Missile, 52" x 72", +/-100 psf. Instaltatlon Instructions 8-5823 R5 II CWS -3698 (SH -8:00 impact,, 52x72 100 DP Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE DuPont SGP NOA 11-0624 02.pdf FL5823 RS AE Eva[Nao CWS -3698 rSH-8100 Impact,• 52x72, 100 DP).odf FL5823 R5 AE Mikron NOA 1i-0830 09.Ddf Create4 by Tndn(*nt Third Party,: Yes 5823.5 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Ortel Window w. HD FMR, 5 HI sash. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL5823 RS II CWS7295A (SH 8100, Impact, 52x911Ddf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes ht4)://www.floridabuilding.orglpr/pr app dtl.aspxYparam--wGEVXQwtDgvMdF6zR4i]HL... 7/16/2014 Florida wilding Code Online Page 3 of 3 Design Pressure: -F67.5/-67.5 Evaluation Reports Other: Large Missile, 52" x 96° w/ 5 KI sash, +/- 67.5 psf. I FUM .R5 AE Du AE Mikron No- 11-4834 49.tldf Created by IndependentThird Party: Yes rmtwct :: 1940 North Mon *. rattaha«a FL �� pAone 85�*l$7 jig The State of Flodda Is an AA/EEO employer..faacvtlnhf 2D07- D13 State of Florida.:: Pdwcv sent t: assibilty StatemetK :: Refumi Statement Under Florida law, smog addresses ars public records. N you do not want your e -mall oddness released In response to a pubic records requeS4 do nut sand electronic mag to this entity. Instead, contact the office by phonavr by traditional mal. If you have any quest16ns, pieese contact 850.487.1395.'Fursuarrt to Section 455.275(1), Florida Statutes, effeftive October 1, 2012, lid licensed under Chapter 455, F.S. traist provide the Deparbtrent with an emag address N OW have one. The smalls provided may be used for a communication with the licensee. However amll addresses are public record. IF you do not wish to supply a personal addraS$, please Provide the Departmaat with an snag address which can be node avabble to the pubga To deterrnIm Ir you are a gcawee tinder Chapter 455, F.S., please cgck JIM. Product Approval Amplza W] WIN F http:/1www.floridabuilding.org/pr/pr app dtt.aspx`?param=wGEVXQwtDgvMdF6zR4iHL... 7/16/2014 Lucas A. Turner, P.E., MZA Evaluation Report 155B 2080 Mauve Terrace North Port, FL 34286 Ph. 941-380-1574 - November 28, 2011 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at +/-67.5 PSF, 36" x 62" unit size at +67.5/-75 PSF, 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite —Air— 5/16 Laminated (1/8Ann-.090PVB-1/8Ami) inboard lite 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), using 9N-3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the HVIIZ. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -155B, signed and sealed by Lucas A: Turner, P.E. on 11/28/11. 2) Test Report NCTL-210=3668-1, -lA, -2,-2A, 3669-1, -l& -2, and -2A, byNational Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed TAS 201, 202, 203 1994, ASTM E 1886, 1996 2002/2005, and AA MA. A440 2005 3) Supplemental Calculations to support CWS -155B, signed and sealed by Lucas A. Turner, P.E. on 11/28/11 Installation: Units must be installed according to approval document CWS -15513. Limitations of Use: This product: ® May be used in O/X configuration in sizes up to 53 1/8" x 76" unit size at +/-67.5 PSF, and 36" x 62" unit size at +67.5/-75 PSF, with max. glass DLO heights as shown in CWS -155B ® 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 ii in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB- 1/8Ann) inboard lite • requires Dupont PVB Interlayer per Miami -Dade N.O.A. 11-0624.01 10 Requires Mikron rigid PVC fitme 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. Lucas & Tumer, P.E. 2011-11-29 00:55-05:00 11/28/11 Lucas A. Twiner, P.E. FL PE #58201 77 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) 843!8° OVERALL FLANGE W IDTH 831!8' MAX. UNIT WIDTH—��I , WEEPS (TTP) b 90.31 GLASS DLO d911N MAX SASH WIDTH DESIGN PRESSURE RATING 367.5 . TABL13 OF CONTENTS GENERAL NOTES & ELEVATIONS.... -.1 ANCHOR SCHEDULE & NOTES.......»....2 ©LASS DETAIL ........... .... ....»..........»..3 SECTION VIEWS............................»_..4-B EXTRUSIONS & B.O.M......... ............_...8 INSTALLATION DETAIL ...... .......... ...... 7,8 OVERALLFLANGE WIDTI 3w – MAX UNIT W IOTH 3113H8° GL48S DLO MAX / UNIT / HEIGHT MAIF HEIGHT I „ GLASS DEO 31 &18° MAX SASH W IDTH DESIGN PRESSURE RATING +67.51--75.0 G PVC IMPACT REOtJILiENlENT: 1.'THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT. EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS:'OX. 4. DESIGN PRE88URE RATING: -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 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7.8 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 8. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. I 8. REFERENCE TEST'REPORTS: NCTL-210-M8-1, -1A, -2,4A NCTL-210.3808-1, -1A, -2,-2A 9. SERIES I MODEL DESIGNATION SH -0100. 10. 1x OR 2x WOOD BUCK, OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCMTECT'OR ENGINEER OF RECORD. 11. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: X m OPERABLE BASH, O - FIXED SASH DLO 12, SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR LOCATION. 13. SWEEP LOCKS INSTALLED ON WINDOWS OVER 37"X 62' Lucas A TtEner, P.E. 2011-11-29 00:8446:00 Az' KWIEeTNWAND CDISIAENTAL, 11!218/11 THE INFORA9ATION CONTAINED INTHIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS. M. ANY REPRODUCTION IN PART ORAS A WHOLE WTTHOUTTFE WRITTEN PEI88SSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED, B UPDATED PER 2010 FBC 11110812011 TEF LUCAS A. TURNER, FL. P.E., 582011 A I UPDATED PER NEW FBC REQUIREMENTS 10710712008 SW 44TH AVE. 8100 0 611 01200 8 CWS -15-18 1 OF 8 61 16' 0.0. MAX (IYP) i I I MAX (TYP) INSTALLATION ANCHORS,SM ALLATION ANCHORS, NOTE 4° MAX. (TYP)- EWF —A 6' MAX OS 13 W MAX OC (1YP} MSTALLATIONANCHORS, SEE NOTE 2 MIDSPAN W MAX. (IYp) MAX (I") 4- M". (TYP) 6 - MAX 10 73H6� .L MAX a^ UNIT a" HEIGHT 4' MAX IP Mll (1YP}L . - L; ----i ' -5idw . L 3w, 1 INSTALLATION MAX UNIT WIDTH ANCHORS, SEE NOTE B ANCHOR LAYgUT - 1(F " ANCHOR LAYOUT - (F MGE1 THRIJ FRAME(WOOD) - T14RUFRAME {MASONRY) MAX UNIT SIZE:63-1!8 x 78 MAX UNITSIZE; SS x 62 (W! SWEEP LOCKS) OP +57.51-76.0 I_J INSTALLATION ANCHORS. SEE NOTE 6 ANCHOR LgtOUT - {FIN) THRU FRAME IbYODD) MAX UNITSIZE: 36 "2 OP ±67.6L76.0 NOTES. OP+67.6 DP±67.6 O 1 I 1 I / 1 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114°. USE SHIMS WHERE SPACE GREATER THAN 1116- IS PRESENT. 4' MAX IP Mll (1YP}L . - L; ----i ' -5idw . L 3w, 1 INSTALLATION MAX UNIT WIDTH ANCHORS, SEE NOTE B ANCHOR LAYgUT - 1(F " ANCHOR LAYOUT - (F MGE1 THRIJ FRAME(WOOD) - T14RUFRAME {MASONRY) MAX UNIT SIZE:63-1!8 x 78 MAX UNITSIZE; SS x 62 (W! SWEEP LOCKS) OP +57.51-76.0 I_J INSTALLATION ANCHORS. SEE NOTE 6 ANCHOR LgtOUT - {FIN) THRU FRAME IbYODD) MAX UNITSIZE: 36 "2 OP ±67.6L76.0 NOTES. OP+67.6 DP±67.6 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEM. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114°. USE SHIMS WHERE SPACE GREATER THAN 1116- IS PRESENT. S. LOAD BEARING SHIMS SHALL 89=NSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 4� IA. EICO ULTRACON BC.)NRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212" SHALL BE ACHIEVED IN 5, #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVEA MIN, EMBEDMENT OF 1316" INTO 2 B WOOD BUCK. A MINIMUM EDGE DISTANCE OF 716" SHALL BE ACHIEVED IN ANY DIRECTION. S. #6 WOOD SCREW ANCHORS MUST BE OF SUFFKSBNT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112° INTO BY WOOD BUCK FIN INSTALLATION. AMINDAUMEDGEDI9TA(dCEOF114iSHALLBEACHIEVEDINANYDIRECTION. B UPDATED PER 2010FBC 111{I812D11TEF 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH'A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN COPlTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. LUCAS A. TURNER, FL P.E., 68201 A UPOATEO PER NEW FBC REQUIREMENTS 0 7/0712 00 6 & INSTALLATION ANCHORS SHALL 6E IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS atAaxenarrra. ttt pR�}1+{r/tt SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. yet y . •• (��,'++ 6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �$�: ` �1ai "" & BARS ''; A WOOD - MINIMUM SPECIFIC GRAVITY OF 0.0.66 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM 00MP1tESSIVE STRENGTH OF 3200 PSI, ave NO 86$01 -PC 1900 SW 44TH AVE. OCALA, FLORIDA 34474 C. MASONRY- STRENGTH CONFORMANCE TO ASTM C90, GRACE N. TYPE 1 PR GREATER) I A It 10. SEALING AND FLASHING STRATEGIES FOR ®"y ANCHOR SCHEDULE $NOTES -LARGE MISSILE IMP CT %'A 't STAT$ olr OVERALL WATER RESISTANCE OF INSTALLATION SHALL SE DONE BYOTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF s {1 4 $ 8100L"wN ur;08M 012006 ADE . ~` `�' A� (PROPR ETMYANO ISON7DRNTNL WS F"AAMA 200LLOWING E ANGNCE EOWINDOWS), THE 11128/1,11. FM A 100 (FIN W=, FMAIWDMA260(BOXS).FMMAAMANyDMAS00(DCTERIORD DOORS). q � %•�`o'�e'�~ . O +SSI •g" ��tr PVC SINGLE HUNG NTS CWS15b WINNDOW6� S.IO�NCT��OODDUCnONw�OftAASSAWHHOO�WmtOFUT1ea WRITTEN PERHfl66lON OF CUSTOM WINDOW 6YSTEMB, INC. IS PROHIBITED. �r�Ip A iatttRt REV. I,TTFW R ' 7 AF A FIXED LITE -7B' OVERALL INSULATED GLASS —118° ANNEALED —7110' AIRSPACE WIG' LAMINATED GLASS —118' ANNEALED —.088' PVB INTERLAYER BY DUPONT —118' ANNEALED DUWEALBYTRUSEAL Ii -a PURFECT GLAZE'H' OR SIKAFLEX862 718' OVERALL INSULATED GLASS 718° OVERALL INSULATED GLASS 718' OVERALL INSULATED GLASS 118' ANNEALED 118' TINWERED 118' TEMPERED 711W AIRSPACE 711W APWACE 7118' AIRSPACE 0118' LAMINATED GLASS ' S110' LAMINATED GLASS 8118' LAMINATED GLASS 118' ANNEALED 118' ANNEALED 118" ANNEALED .080' PVB INTERLAYER BY DUPONT .007 PVB INTERLAYER BY DUPONT .080' PVB INTERLAYER BY DUPONT 118' ANNEALED 118' ANNEALED118' ANNEALED DURASEAL BY TRUSSAL ft�� URASEAL BY TRUSEAL DURASEAL BY TRUSEAL 5) PURFECTGLAZE 'H' OR SIKAFLE X062 EXTERIOR PURPECTGLAZE *If OR SIKAFLE X662 18 PURFECT GLAZE'H' OR SIKAFLEX 082 112' GLASS SITE 111 I..... i R1 191 — U2' GLASS SITE III r ---i EA .III 112' GLASS SITE In r' -...I tl III I — 112' GLASS SITE GLASS TYPE A FULL SIZE SASH LITE FIXED LITE PRO�ETARYAND OOFFIDENTAL 11/28/11 THE WFORMATION CCNTA*= IN THIS DRAWING 18 THE 80LE PROPMM OF CUSTOM WINDOW FIYSTEt15, tM ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF OUSTOM WW0CW SYSTEMS, INC. 18 PRCH111 6D. GLASS TYPE B FULL SIZE LUCAS A. TURNER, FL. P.E., SASH LITE SECTION VIEW A A m VIEW " SECTION VIEW C -C ALTERNATE FIN DETAIL NOTE: ITEMS 22,27,29,3347, 4345 ARE NOT SHOWN. ITEM 31 IS NOT USED IN THIS WINDOW. PROPREETARYANDOONFIOEIM% llnwil THE INFORMATION OOMMUM IN THIS DRAWMO iS THE SOLE PROPERTY OF CU9TDM WINDOW SYSTEMS, Mr. ANY REPRODUCTION M PART ORAS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WMDOW SYSTEM8, WO. IS PROM MM. LUCAS A TURNER, FL. P.E., 5MOI yet _.:_ I ■ 1 SECTION VIEW A A 19 TE VIEW e -s TYPICAL HORIZONTAL�TION ND P. FTSIDESHOW894SHC CUTAWAY, RIGHT SNE 9HOW86ABH CUTAWAY SEC77ON.ViEW C -C NOTE: ITEMS 22,27,28,3337,43.48 ARE NOT SHOWN. ITEM 31 IS NOT USED IN THIS WINDOW. PROPIBBTARVANO COlFI08NTN1: 1112 11 THE INFORMATION CONTAINED IN TH18 DRAWING 18 THE BOLE PROPERTY OF AT,,,, WINDOW MSTElidlil, INC. wRrrrEN PERMISSWN OF CUBTRQMOWINDOW IBYBTCMS,N PARTORAS INC, IS PROWBIT2pA WHOLEWp. THE LUCAS A TURNER, FL. P.E., VQht x 516 Phl Nn NOTE: ALL ALUMINUM EXTRUSIONS ARE 606348 2111ir M 3 L 3 PVC FRAME FLANGE8031 , 3118° 1 leis, PVC SASH 81pE RAS -6004 ills, PVC SCREEN CATCH .4013 ins, 1 ALUM. REINF. S.B.M S.R. -1468 PVC FRAME FIN-SO48 116/10, 1M8° 1 ef8° 6 PVC SASH BTM. RAIL -8028 L 7 1M8" ALUM. REINF. TOP RAIL -1497 2 31i8°' vie, PVC SASH TOP RAIL4W7 PVC SCREEN SUPPORT -8014 4 2 Vol AM,1- ALUM. FD(ED RAIL • 1838 f+-iw ij7� 1 814° 6 lolls! 1M8° PVC; GLAZING BERG 8084 ALUM. REINF. BTM RAIL -1890 ,LUCAS A. TURNER, FG P,&, 88281 A 1 18M8° 8 PVCFKEDRAIL COVER -was PROPIL'Emr mo 00NPIOnnaL 1] 7HE WOWArON 00NTAINED IN TMS ORAWINO IS THE SOLE PROPERIYO '.. W9400WeY8Te q INC. ANYREPRODUCFICX PARIORASAWHOLErW UT THE WRITTEN PERMI981ON OF GLISTOb1 WINDOW SYSTEMS, ING. 18 PROHOIITFO. 1 8/18° 1118" ws. BASH STOP -6028 1 1 . . 3° 3118, SCRMSUMORT-3113 PER 2010 FBC 1110812011 TEF PER NEW FBC REQUIREMENTS 0710712008 No 58201 :; A w 1900 SW 44TH AVE. * * ALA, FLORIDA 34474 ar;m ' iiMUSIONS / B.O.M.- LARGE MISSILE IMPACT 9O; STATE OF tkf IAr.., 8100 vt E Ti, 06/10/2008 "O' .sem•-* a' M PVC SINGLE HUNG 1:2 NQ:CWS-18 ;► r o - B ' SOFS INTERIOR FINISH INTERIOR FINISH BY OTHERS BY OTHERS 1 1/4' MIN. EMBEDMENT INT'eR1pFt amlart 13W MIN, EMBEDMENT 8Y OTHERS SEALANT BETWEEN BUCK AND OPENING BY OTHERS • r, r,� • lCl CONCRETEMIASONRY 'r , ter: I4] • {,& g { ,••e 21/2' MIN. EDGE DIST.y BYOTHER9 •,I!'r r, I�•-'1/4" MAX. SHIM rot INSTALLATION ANCHOR, 3118° DIA. •° 6 ° 6 IW MAX SHIM .•e.ti.• J Eel - I • •� : MASONRY'SCREW WITH WASHER ° I ttidr'T THRU 71W MIN, EDGE DIST. DRAWN $100 E SCREW SUPPORT ° 4 PVC S{NOLE HUNG :NTS ED] CONCRETFIMASONRY +. a s a P. P [CI ° 4° Q a O i A .'{'•�"14'g* b D BY OTHERS /r `• • +` • • • P • • ••q MIN.EMBEDMENT i. ° n° • ° ► 10 WO INSTALLATIONANCHOR, CHOR,,H EXTERIOR FINISH—• yp BY OTHERS 1 BY WOOD BUCK a 4 ° •4 • USCREW ° ' 13YOTHERS, QRS. 21/2" MIN. EDGE DIST! a 4 .;4j SUPPORT ED] PERIMETER SEALANT BY INSTALLER ° 4 ° A ° + L114' EXTERIOR p 2 BY WOOD BUCK , • [a OTHERS a y y.sr. SEALANT BEHIND MAX SHIM'e e'tiSEALANT BETWEEN 1 BY WOOD BUCK SEALANT BEHIND BUCK AND OPENING �] FLANGE BY INSTALLER BY OTHERSFLANGE BY INSTALLER PERIMETER SEALANT BY OTHERS LAI EXTERIOR FINISH PERIMETER SEALANT BY INSTALLER BY OTHERS BY INSTALLER WSTALLATION ANCHOR, 3M8' GIA. jg\ HORIZONTAL SE07ION EXTERIOR FINISH IiORIZONTAI SECTION BY OTHERS 4:g) MASONRY SCREW WITH WASHER \J7FRAME FRAME (WOAD} THRU SCREW SUPPORT (MASONRY) [�I INSTALLATION ANCHOR. 3118° DIA. EXTERIOR MASONRY SCREW WANEOPRENE BACKED WASHER THRU SCREW EXTERIOR SUPPORT EC] SEALANTSEHIND FlANOfi BY INSTALLER 1 BOTTOM SWEEP LOCK ACiTVATBD ONLY O DURING HURRICANES. (SEE NOTE 8, SHT1) PERIMETER SEALANT SEALANT UNDER SCREW INSTALLATION ANCH BY INSTALLER WEAR BY INSTALLER MASONRY SCREW W /NEO SEALANT UNDER SCREW BACIOED WASHER THRU SCREW •,..,_ HEAD BY INSTALLER SUPPORT [CI a ` ° • ° " ° •� s EXTERIOR FINISH BY OTHERS Dep ° pp° . 6 D B SEALANT BEHIND FLANGE BY INSTALLER • • D • BOTTOM SWEEP LOCKACTWATEOONLY° D • p p ° D• "° D• 4° D D . v ° D D p- °D, 1/4' MAX SHIM (g] 1 DURING HURRICANES. 'Do D °: p D . • ° D ° • ° O D a b �i14• MIN. EMBEDMENT PERIMETERSEALANT Y Dp , ° � e D D°•Dp p D _ g D C1 INET R • D$ N4" MAX. SHIM @1 x'12• MLN. EDGE DIST. EXT&PIORFINISH-1 , CONCRETEtMASONRY [_\ALTERNATE PREOAST SILL DETAIL —SILL BYOTHERS •• Oa �PaO• P • P •a •A •aA . .P.;:P�:.a•�4o; aP a. .aaa.• p: P• O.•p•>•oa p• •O•P : ea> • P ••aa • p °O•° ' °A s. . �•Oi _•• HIGH STRENGTH STRUCTURAL VERTICAL SECTION GROUT BY OTHERe FRAME (MASONRY) FRAME04ASONRY) USE SOUP W OOD LUCAS A. TURNER, FL- P S82D1 SUPPORT TO MAKE REFERENCE NOTES: SILL LEVEL BY OTHERS [A) SFE NOTE 10, BHT 1 BHT 2 1114" MIN. EMBEDMENT [[C] SEE E NOTE 4. SHIT 2 [O) [D} SEE NOTE 8, BHT 2 2112° MIN. EDGE DIST. Eq PROPRWARYANDCON ID914M1. THE INFORMATION CONTAINED IN TMS DRAWING 19 THE$OLE PRWERTYOF �U&TOM WNWW W SYSTEMS, INC. ANY REPRODUCTION IN PART ORA$ A WHOLE WRHOUT UM _.. WRITTEN PERMISSION OF CUSTOM WWOOW SYSTEMS, RAC. IS PROHMIlM. No 56201 ,STATE OF B UPDATED PER 2010 FBC . 11lOB/2011'TEF A JUPOATED PER NEW FOC REOUIREMENTS 07/07!2008 9- 1900 SW 44TH AVE. ALA, FLORIDA 34474 TITLEINSTALLATION DETAIL FLO - LARGE MISSILE IMPACT DRAWN $100 E ' 08!10/2008 PVC S{NOLE HUNG :NTS G. :CWS -166 =V. LETTER: 13 : ' 7 OF S SHEATHING B 112° MIN. EMBEDMENT BY OTHERS , iE7 UPDATED PER NEW FPC REQUIREMENTS 107107rZO08 EXTERIOR FINISH � `,a' wnvDows � Doons 1900 SW 44TH AVE. CALA, FLORIDA 34474 NSTAiLiT10N DETAIL FIN - LARGE MISSILE IMPACT INSTALLATION ANCHOR, BYOTHERS °`a• #8WOOD BCREWWANASHER oa,,V 1 SEALANT BEHIND FIN $ . BY ST a � 2 BY WOOD BUCK BY OTHERS , I WRAP•iii BYINSTALLER 11C MIN, EDGE DIST. (EJ PERIMETER SEALANT �Ad;4 4 e '- -' BY INSTALLER ,. L- 114" MAX SHIM SEALANT BEHIND BY INSTALLER PERIMETER SEAL BY INSTALLER WINDOW WRAP - BYINSTALLER SHEATHING BY OTHERS BOTTOM SWEEP LOCK ACYTVATED ONLY DURING HURRICANES (SEE NOTE 8, 8HT 1) I 114° MAX SHIM �[81 1f MIN. EDGE DIST. [EI S -I 11/2° MIN. EMSEDMENT ITYP) VERTICAL SWVON F!N (WAD) 2 BY WOOD BUCK BY OTHERS [A) 1 12° MIN. EMBEDMENT IBI T—F-- BY OTHERS IsEALANTBEHIND FIN BY INSTALLER � PERIMETER SEALANT BY INSTALLER DHORIZONTAL SECTION FIN (WOOD) 114° MIN. EDGE DIST. JEJ 114° MAX. SHIM REFERENCE NOTES: [JJSEE NOTE 10, BHT I BBJ SEE NOTE 283, BHT 2 (C) SEE NOTE 4, BHT 2 IDJ SEE NOTE 6, SHT 2 IEJ SEE NOTE S. SHT 2 THE INFORMATION (ANTA� WTHIS OMMNO ISO�E $IDLE PROPERTY OF CUSSTOOM WINDOW SYSTEMS,= ANYREPRODUCTTON EN PARTORAS A WHOLE WITHOUT— WRIT'TEN PEFRNNION OF CUUM WWDOW SYSTEMS, INC. tS PROMSITED. B UPDATED PER 2010 FBC 1110512011 TEF UJCASkTURNER FL. P.E., 88201 , A UPDATED PER NEW FPC REQUIREMENTS 107107rZO08 �ytt No 58201 ;'�'S "A,, -0 : gCv ? )% S S,oTATE. OF S$a y 14#11fr000 � `,a' wnvDows � Doons 1900 SW 44TH AVE. CALA, FLORIDA 34474 NSTAiLiT10N DETAIL FIN - LARGE MISSILE IMPACT 5100 ADE 05110/2005NIMPt PVC SINGLE HUNG NTS a• ; CWS -185 LE 1-1 FIR: B r"": 8OF8 Florida Building Code Online t � 1� ,1 '! "tI' Rt[ • RM HO- 1 1-09 In 1 USW PAgtstratlon Hat TcpiM l Sab,, t SurtMMe I Stats & Packs Busines � ASTM E188&05 2005 Professi�-al - Pradur�Approval PA/TAS 2011202/203 1994 --� iISER: PublkUsar pnTd,�, > Prodi or_AnaHM12n S,rch > Am ftoWn List > Appik Man Dian ml- FFL* 816736 Application Type New Code version 2010 Application Status Approved Comments Archived [j Product Manufact irer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, Fl 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Michael LaFevre mlafevre@cws cc Technical Representative Michael LaFevre ## Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 207 MLaFevre@crods.cc Page 1 of -2 Quality Assurance Representative Cal Ledy • Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 cledy@cws.cc Category Windows Subcategory Horizontal Sikler Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Lucas A. Turner PE -58201 Keystone Certifications, Inc. 03/01/2020 Steven M. Urich, PE ® Validation Checklist - Hardcopy Received Fa 16736 R0 CDI EvalReo CWS -871 (HS -8200 74 x 63 IMPACTI Ddf ARE AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E188&05 2005 ASTM F1996-06 2006 PA/TAS 2011202/203 1994 httpJlwww.floridabulilding.org/pr/pr app dtl.aspx?par=--wGEVXQwtDqugobl%2fTZIn6... 9/19/2014 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC All Date Approved Summary of Products P Method 1 Option D 12/19/20f3 02/25/2014 02/24/2014 OZ/26/2014 Page 2 of 2 EL Model, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACF, 74"x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes 1`Li6736 RO II CWS -871A (HS -6200. 74 x'63. Approved for use outside HVH_ Z: Yes IdBgn:nc� Impact Resistant: Yes Verged By: Lucas A. Turner 58201 Design Pressure: +60/-60 Other: Large Missile, 74" x 63", DP +/- 60 psf. Created by Independent Third Party: Yes Evaluation Reports 1`1-16736 RO AE DuPont PUB NOA 13-0129 27.flf FL16736 RO AF EvalReo CWS -871A (HS -8200.74 x 63, IMPACT .rxf FL16736 RO AE Quanex._(Mikron) NOA 12-1017 D2.Ddf Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FL16Z36 RO TI CW -S 869A (HS -6200, til x 63, IMPACT)& ImpactResistant: Yes Desmon Pressure: +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psF. Verified By: Lucas A. Turner 58201 Created by Independent Third Party. Yes Evaluation Reports FLA6,3Q RQ AE DUPant P\8 NOA 13-0129 27.pdf fi0 AE SGP 816736 DuPont NOA 11-0624 4 0 .Ddf FL16736 RO AE EvalReo CWS -869A THS -8200 111 x 63� IMPACT).Ddf FL16736 PO AE O,a� nex (Mikmn) NOA 12-1017 02 odf Created by Independent Third Party: Yes I_= Cont Ct Us ::1940 North Mon= Sbil*. TaRa phone: 850-487-1824 The Stals of Florida Is an ANMO employer. Comrrtuht 2007-2013 State of Florida.:: erh%LV Statement :: Acrssdb8ttv Staternerrt :: Reftmd StatP�?rq Under Florida law, eman addresses are public records. If you do not want your e-mail address released In response to a publIc-rewrds request, do not send elSeJunlc mail to this errtaY. InStE4 contact the offim by phone or by traditional man. If you terve any questions, please oontatt 850.4$7.1395. "Pur cent to Oc Stolen 455.275(1}, Florida Statutes, etfeUNe OW 1, 2012, kersees Iit ted under Chapter 455, F.S. must provide fire Department with an eman address if they have one. The amaUs provided may be tread for offkM communication with the boar ee. However ema9 addresses ars public record. 7 you do not wish to sWD1Y a personal address, please provide the Department with an small address which an be made available to the public To determine If you are a Uansee under Chapter 455, F.S.. please dldc here . product Approval Appept$: h4://www.floridabuflding.org/pr/prl__app__dfl.aspx?par am—wGEVXQwtDqu8obl%o2ffZm6... 9/19/2014 1239 Jabara Ave. North Port, FL 34288 Ph. 941-3804574 FBPE C.O.A. #29779 Evaluation Report 871A 7,/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window,. Large Missile Impact (EIVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) 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 High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -871A, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTLr210-3887-1, -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, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/LS.2/A440 `08 3) Supplemental Calculations to support CWS -871A, signed and sealed by Lucas A. Turner, Pte. Installation: Units must be installed according to approval document CWS -871A. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -871A • 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 Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27 • Requires Quanex white rigid -PVC frame extrusions per Miami -Dade N.O.A. 12-1017.02 Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest m 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. 'ttillm I Mjrg'# E IV SUTE OF t •g:a.�* r` 10 ALS 17010 �� 2/24/2014 Lucas A. Turner, P.E. FL PE #58201 �`4eonor�� Lucas Turner 2014-02-2415:48-05 AO MAX SA8H WIDTH DESIC3N PRE RE RATIN d$0 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ......» ..__......___......___.......1 ANCHOR SCHEDULE & NOTES ...,,.._ ...........................................2 SECTION VIEWS & ALT. FRAME tDX" X(r III GLAZING.._. -..3.4 EXTRUSIONS & BILL OF MATERIALS................ _....... .......... a INSTALLATION DETAIL ......... ............................... _........... .... 8 8 PVC IMPACT REQUIREMENTS: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE [FSC], CURRENT EDITION, INCLUDING THE HIGH VELOCITY HURRICANE ZONE NVIM. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "QX", "XO" 4. DESIGN PRESSURE RATINGS: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E•1300.04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-13MO4. S. ANCHORAGE: THE 391/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF; THIS PRODUCT. SEE SHEETS 8.8 FOR ANCHOR DETAIL_ WINDLOAD DURATION FACTOR Cdn1.6 WAS USED'FOR WOOD ANCHOR CALCULATIONS. 8. 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. T, ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AT HEADISILL 8. SERIES! MODEL DESIGNATION HS -8200. 9. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNEE) AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X- OPERABLE SASH, O - FIXED SASH 11. SECTION CALLOUTS FROM DIX UEVA11ONS-APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS =114" X 1" LOCATED 4" FROM BOTH ENDS A. TURNER. FL 4-17f No 58201 G 1900SW4MAVE. 5*' it =. OCALk PLORMA U474 Lucas Turnery + i �: a GENERAL NOTES & ELEVATIONS - LARGE MISSLE IMPACT 2014-02-2416:48-05:00 x� aA- t STATO OF .1 A& 6RIE8 OR WNEYr DATE: PROPRETARYAND COMp1OSRML 2124/2014 "*�'�,4y�a';�{ O tqy?:•' i'�+" E�8200 HVHZ ADE fl. 011(14/l3 THE INFORMATION CONiAMM IN THIS DRAWING IS TIS SOLE PROPEFIV OFCUSTOM ++i � `••�•'""��.',� PVC HORIZ. SLIDER NTS CWS -071 tWFtMrEN PERMISSION OFCUSTTW WI SYSTEMPRODUCTFON INPMS, W IS PR�OHIIBBrIEDRH4UTTHE. �igs��ta1�IA"��STti REV. LE7TER: s A 1OFS S° MAX MAX (TYP) mocam.- �IE = 2 1) INSTALLATION ANCHORS TYP. 8' 4" MAX (SHEET B) MAX (TYP) � (M) or, MAX O.C. "p) T (SHEET 5) ANCWOR YOUT - {FOV) tttwNnlu'N tW00D� ¢uOl iE NOTE 8 I INSTALLATION ANCHORS TYP. 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS SAME AS HEAD. 2. SHIM AS REO AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114" FOR MASONRY OR WOOD, AND 1/8° FOR METAL. USE SHIMS WHERE SPACE GREATER THAN 1116° IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3!16° DIA. ITW BUILDEX TAPCON VANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" 94 TO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO Ir�anNoav A MINIMUS. F T>>craa+rrOF 212° SHALL BE ACHIEVED IN EITHER DIRECTION. S. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1310' INTO, 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 71W SHALL BE ACHIEVED IN EITHER DIRECTION. S. #S 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 7/16' SHALL BE ACHIEVED IN EITHER DIRECTION. 7- #10-16 ITW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. S. 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. 9. INSTALLATION ANCHORS SHALL BE, IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED W SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIF16 GRAVITY OF G=0.59 (SOUTHERN PINE OR GREATER) B, CONCRETE - MINIMUM C�OO*PMSIVE STRENGTH OF 2000 PSI. - C. MASONRY - MINIMUM DENSITY OF 117PCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. D, ALUMINUM -118" THICK MIM., 6003 TO MIN, E. STEEL -1S GAUGE (.080°) MIN., 33 KSI MIN. VG STRff EGIES FOR OVERALL WATER RESISTANCE BE DONE BY OTHERS FOLLOWING THE CURRENT PROPRSITARYANDCONFMIDaM 2/224/2014 :NCE DbOUMENTS: THE INMRMATICN CONTAWW IN THIS CPAWING IS THE SOLE PROPSRTYOF CUSTOM )W3),F�bWAAMA200(FLANGEWINDOWS), WINOCWSY87EMS,INC, ANYREM001 TION IN PART GRASAWHOLE WITHOUT THE )OWS),IFMA/AAMA/WDMA300(EXTERIORDOORS). WRiTMPEWISSIONOFCUSTOM WINDOWSYSTEMS,WC.ISPROHINMM. TURNER, FL P.E. 58201 A I CHANGED EDGE DIST FROM 1/4" TO 7116°2106/21 2/111 ORE4 EE,/ �.��*. r,��C � Ad Bg. ,�' i+,R Nm 58201 y�99 vvl�oowsrsTFrs taeo SW 44TH AVE, OCALA, PLORMA U474 = STATk OF ANCHOR SCHEDULE 8 NOTES - LARGE MISSLE IMPACT x'9200HVHZ �'y° ADE �' 11/14/13 6 P °��+�,1' d OR 't e:: ' �ti4�'KCAL EL : PVC HORIZ SLIDER • . NTS . NO-, CWS -6 11QNA 4�}a�vy� LR7 TER A 2OF0 I��LI�ci�lcl INTERIOR SECTION VIEW A A HEAD IMPACT HOOK (TYP.) M MASH OF SASH (ITEMS 38 8} HEAD/JAMB IMPACT HOOK/ROTARY LOCK LOCATION !W.FA /—SWEEP LOCKS EM 27} ONLY To HURRICANE PRIOR TO HURRICANE FORCEWINDS. PRO14WARYANOCONFIVOOM 2124/2014 THE INFORWTION CONTAINED IN THIS DRAWING I$ THE BOLE PROPERTY OF CUSTOM WINDOW STBTEM9, INC. ANYNEPROOUCnCN Qtl PART OR AS A WHf#E WRHOUT THE WRITTEN P'BiG938!ON OF CUBiOM WINDOW SYETEid$, WC. IAPROHIBRED. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB. TYPICAL VERTICAL SECTION NOTEr SHOWS tTfffiD GLASS CUTAWAY SECTION VIEW C -C GLASS TYPE B FULL SIZE OVERALL ANNEALED or TEMPERED ' AIRSPACE I" ANNEALED DUPONT PVB INTERLAYER ANNEALED FECT GLAZE W ire GLASS BITE SEA t f iJ !1 HEAD/JAMB IMPACT HOOK/ROTARY LOCK LOCATION !W.FA /—SWEEP LOCKS EM 27} ONLY To HURRICANE PRIOR TO HURRICANE FORCEWINDS. PRO14WARYANOCONFIVOOM 2124/2014 THE INFORWTION CONTAINED IN THIS DRAWING I$ THE BOLE PROPERTY OF CUSTOM WINDOW STBTEM9, INC. ANYNEPROOUCnCN Qtl PART OR AS A WHf#E WRHOUT THE WRITTEN P'BiG938!ON OF CUBiOM WINDOW SYETEid$, WC. IAPROHIBRED. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB. TYPICAL VERTICAL SECTION NOTEr SHOWS tTfffiD GLASS CUTAWAY SECTION VIEW C -C GLASS TYPE B FULL SIZE OVERALL ANNEALED or TEMPERED ' AIRSPACE I" ANNEALED DUPONT PVB INTERLAYER ANNEALED FECT GLAZE W ire GLASS BITE INTERIO. HEAD IMPACT HOOK (FYP.) MIOBPAN OF BASH (ITEMS 38 & 38) / - - r 1� I I I I I I ' I I HEADUAMS IMPACT HOOKIROTARY LOCK LOCATION 7 PROPRIBTARYAWCONFIDENML 2/24/2014 SHE iNFORMATION CONTAINED INTHM DRAWDIG IS THS SOLE PROPEMYOF CUSTOM WINDOW SYSTEMS, WC. ANYREPROWC7ION M PART ORAS A WHALE WITHOUT THE WRRTEN PERb988ION OF CUSTOM W INDOTU SYSTEMS, INC. IS PROHISTFED. ROTARY LOOKS OTEM 27) ONLY ENGAGE? PRIOR TO HURRICANE FORCE WINDS. JAMB. TYPICAL VERTICAL SECTION NOtE: SHOW$ FIXED GLASS CUTAWAY SECTION VIEW F -F Dom Part# IDeac oo Vendor IHalerlal 1 1F1497 Rehd. Bash Moet Rao Kriawk AWm 2 1+1093 Raw.&BRIS.kK Keymark AWm 3 H•1839 Nest W PAd. Koymark Alum 4 FFM Bash Top/Bot R$3 MIM PVC s H4W4B MaloFt.,Sli vv/ "!trl.,PVC Mkron FVC H4 0SO Sash Nast PaQ. C Moon PVC H4=1 Sh Slde RA FVC MWmIPJC M- 049 MaksFn.,SH,wft.,PJC Madan PIC LI P3629 Screen PO Tab Smmit P-3033 Swear Sprklp, BB May. 83113 Iscmw 8upporR" C reamPasft FWbber 12 1`13218 IS..MFmm Affmatal .RoWOM 13 F me Iscrem Spume, -to M. DBL a7apa 14 P-4754 Swear FMw Cbmer Key AMrmbd W*n 15 P•3342 SeamSssler, 8604 schnea SScons 16 FL3362 Set BIL, 85 Dur.; 118" x BFB° x 2° Lg. FranW=o Rublxrr 17 P•3429 Welp., 0.270x.tel bask RnSeel, Gray U3rafsb 18 P•3M #8x314° ftare'TEK 2ZIrlo Festandl steel 19 MM #8x 1WTnrea 'IAS2EkIC Fostenel Steel 20 FL3782 Cep Plug, ire Ho M&M Nylon 21 -moutP-oae0BprUrO Loc% trpict, PJO warbck 22 1 P4779 IFWWTandem M&M Nyton 23 1 64051 1#9 x 1114 Ph FH} WhL Fastowl . Sfaat 24 P-4080 Keapar,WW%F?VC tdarbek- 25 P-0479 Weep Ower wt trap M&M Iftywn 26 P4638 #8 x 2112 RI Truce SMS Ajax steel 27 P4088 Rry Lodt su9Yen Tina 28 P4962 Keeper, Rotary Look SLIM Ztno 24 P409 Vfttp., OA20 x.187 back RnSes6 Gray Ulrafa8 30 84883• BaMFastenar Faatenw. Staet 31 8-1112 !ffi1Moreemard, Fiend Keymark Alum 32 8-1408 IFOd. &ILRIS.414IZ Keynwk Alum 34 5.1778 Raw Track Keyrrark AWm 33 8-1996 FmM tbek, FFaed, I peat Koyowk Alum 36 5.2000 Rett OSM. Hak bpacl Keymork Alum 37 S-IM08 Ad Litt Mko PVC 38 8.0913 Som AdapL, wlrNb, PJC Myon WC 39 8.8014 Scm Adapt, P/o MIUM PVO 40 S•6463 IFIxodAdOwer lwacn W O 41 8-8084 IM3zbVftad NDvon PJC 42 18seSheatO 43 jpwoct ffdbxe9lj, swtt7.x 862 HorftlBllm 831cme 3 118° ' 8 2 I 91/18° 9 }� PVC FRAME FLANGE -8049 t Ilwli SE 31 ALUM GLAZE BEAD -1112 0 6118° PVC SCREEN SUPPORT - 8014 t1 wM CORNER a3�F� Ct?N3TR11CTIQt �a CO1 RNER WELD 'SASH MTG. RAI68080 I (ALL SIDES) 87�1 �t112°t'— Lr 1118° O ALUM SASH MTO. RAIL4487 rf. 9.om, 7 PVC FIXHD FAL COVER- 5089 PVC SASH SIDE RAIL4W1 C .--0 8y18° �+7 FJ78 Ifl Ire° F PLAN VIEW -1999 ALUM IMPACT HOOK -1899 O 0 8118° I 8. I PLANT VIEW 2000 ---I Bre° T` 1p ALUM IMPACT CATCH; 2000 4 PRatRaErARYAImcoNFm�unAr 2/24/2014 THE OdFORMATION CONTAINED IN THIS DPAWINO IS THE SOLE PROPEWY OF OUBTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PE OMWON OF CUSTOM WINDOW SYSTEMS, [NO. 10 PROHIBITED. WELO 11t 7118° 7L 3118°�'� ALU ROLLERTRAGK-1778 • .. 1 PVOGLAZEBFAD-9064 ALUM &B.RJS.S.R.-1488 3fB° 8 PVC ANTI-LlFf 18re° A13 112° PVC SCREEN CATCH -80'13 PVC SASH TOP/STM FWL-6062 WiND0WSMe-1SQ 1900 SW 46TH AVE. OCALA, R.ORIOA 34374 "` EXTRUSIONS & D.O.M. - LARGE MISSILE IMPACT 8200 HVHZ ay` ADE DATE: 11114113 MODEL' PVC HORIZ. SLIDER 112 OWS471 REV, LETTER. A HE6r: BOF S 2-w— MIN EDGE (SEE NOTE 1) 11/4"_ MINEMBET (SEE NOTE 1) EXTERIOR FINISH SYOTHERS PERIMETER BEAL BY INSTALLER SEALANT BEHIND FLANGE BYINSTALLER EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR, 3/18° DLA. I _ MASONRY SCREW wANA8H 2 !I < 4 THRU SCREW SUPPORT. (SEE NOTE 1) CONCRETE/MASONRY ♦ I BYOTHERS "•b � P. P• " b. P" 1 BY BUCK BYCTHERS f i'O. r•.-s�aPs • e P' ;a �D p; Py O •P bA• CONCRETEIMASt'A BY OTHERSVBRTCAL SECTION FRAME (MASON" CLAROCAflONONA AD SUBSTRATE CTIONS REFER TO IN SHEET 2. 114' MAX3HIM (SEE NOTE 1) MASONRY SCREW W/WA! THRU SCREW SUPPORT. (BEE NOTE 1) MIN EDGE DIST IOTE 1) •e•4 IOD BUCK eRS. 114° MAX SHIM (SEE NOTE 1) D►p► 1�....,cy INSTALLATON ANCHOR, 3118 DIA ILL INSTALLATION BAMS AS SHOWN BELOW. MASONRY SCREW VIONURENE IE MIN EDGE GIST A ► , P (SEE NOTE 1) INSTALLATION ANCF ID�p► 010 WOOD ANCHOR (SEE NOTE 1) WASHER THRU SCRI ° + SUPPORT. ► y. P (SEE NOTE I) ° ° SEALANT BETWEEN 0 A BUCK AND OPENING EXTERIOR EY OTHERS NlBfiJ LPERIMETERSEALANT BY fNBTALCER '-2ED80��BUCK BY INSTALLER EXTERIOR FINISH BY OTHERS B HORIZONTAL 8ECTON C HOR6ONTAFCL BECTK}N T FRAME(MABONRY) 7 FRAME (WOOD) ANITiAMB IMILAR ITEADR 26Y INSTALLATION. INSTALLATION ANCHOR, 3118° DIA. MASONRY SCREW W/NEOPRENE BACKED WASHER THRU SCREW SUPPORT. (SEE NOTE 1) SEALANT UNDER SCREW HEAD BYINSTALLER 114° MAXSHIM (SEE NOTE 1) SILL STOOL BY OTHERS DIST PROPRIHTARYAND COMMUNTAL 2/24/2014 THE INFORMATION CONTAINED IN TNIS DRAWING IS THE SOLE PROPEITIYOF CUSTOM WINDOW SYSTEMB.INC-ANY REPRODUCTION IN PART ORM A WHOLE AMOUTTM WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 1900 SW 44TH AVE. OCAI A, PLORIOA 34474 TrrL wINSTALLATION THRU FRAME DETAIL. LARGE MISSLE IMPACT SEwE&8200HVHZ �RAWNBY. ADE DATE: 11/14/13 aoDE� PVC HORIZ. SLIDER Su' NTS Is.' CWS•071 V. LETTER: AHEIF r. 90FS INSTALLATON ANCHOR, 3118 DIA ILL INSTALLATION BAMS AS SHOWN BELOW. MASONRY SCREW VIONURENE BACKED WASHER THRU SCREW SUPPORT. (SEE NOTE 1) SEALANT UNDER SCREW HEAD SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER 114" MAX SHIM PERIMETER SEALANT (SEE NOTE 1) BY INSTALLER p o + ° ' o • 4•66 EXTERIOR FINISH BY OTHERS 8° p • o b° • p . 6 11 1 VI °� . b MIN EMBEDMENT NOTE 1) o p • o : o e" . o' sD, o op (SEE 9 ► h�-7IM MIN EDGE DIST CONCRETSMASONITY (SEE NOTE 1) BY OTHERS D ALTERNATE PRECAST SILL OETAIL 7 FRAME(MASONRY) PROPRIHTARYAND COMMUNTAL 2/24/2014 THE INFORMATION CONTAINED IN TNIS DRAWING IS THE SOLE PROPEITIYOF CUSTOM WINDOW SYSTEMB.INC-ANY REPRODUCTION IN PART ORM A WHOLE AMOUTTM WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED. 1900 SW 44TH AVE. OCAI A, PLORIOA 34474 TrrL wINSTALLATION THRU FRAME DETAIL. LARGE MISSLE IMPACT SEwE&8200HVHZ �RAWNBY. ADE DATE: 11/14/13 aoDE� PVC HORIZ. SLIDER Su' NTS Is.' CWS•071 V. LETTER: AHEIF r. 90FS sHEATHINc� I ICt MIN EMBEDMENT' BY OTHERS_ (sEE NOTE 1) 2 BY WOOD BUCK BY OTHERS, SEALANT BEHIND FIN 8 •'" BY INSTALLER °?• INSTALLATIOI BY OTHERS. 88 WOOD SCF WINDOW WRAP �ia•• WABHER. 1) BYINSTALLER 08 WOOD SCREW W! op�q PERIMETER SEALANT 1112' MIN EMSEDMIIJT BYINSTALLER (SEE NOTE 1) Tl18• MIN E (SEE NOTE 114" MAXSHIM (SEE NOTE 1) WINDOW WRAP — SY-INSTALLER SEALANT BEHIND FIN BYINSTALLER m DIST MIN EDGE 018T NOTE 1) 2 BY WOOD B= BY OTHERS. BY OTHERS SEALANT BEHIND FIN WINDOW WRA BYINSTALLER BYINSTALLER E VERTICALSECTION 1rnolnT} FIN (WOOD) '�Oj , mt P�ORMATWN CONTAINO IN THIS VRAAMNQ 18 SOLE' PROPERKOFzCLWOM REFER TO WINDOW $YUEN$, MIA ANY REPRODUCTION IN PARTOR AS A WHOLE YMOUTTNE WRTTREN PERMISSION OFCUSTOM WINDOW SYSTEMS, INC. 18 PROMIISITED. F HOROONTAL SECTION 8 FTN (WOOD) ZLUE MIN EDGE DIST (SEE NOTE 1) 2 BY WOOD BUCK BY OTHERS. (SEE NOTE 1) V4• MAX SHIM, (SEE NOTE 1) INSTALLAVON ANCHOR, 08 WOOD SCREW W! WASHER {RYP}(SEE NOTE 1) 1112' MIN EMSEDMIIJT (SEE NOTE 1) BY OTHERS SEALANT BEHIND FIN WINDOW WRA BYINSTALLER BYINSTALLER E VERTICALSECTION 1rnolnT} FIN (WOOD) '�Oj , mt P�ORMATWN CONTAINO IN THIS VRAAMNQ 18 SOLE' PROPERKOFzCLWOM REFER TO WINDOW $YUEN$, MIA ANY REPRODUCTION IN PARTOR AS A WHOLE YMOUTTNE WRTTREN PERMISSION OFCUSTOM WINDOW SYSTEMS, INC. 18 PROMIISITED. F HOROONTAL SECTION 8 FTN (WOOD) 118" ALUMINUM . R 118' MAX SHIM INSTALLATION ANCHOR, (111WSEE STEEL MIN. REQUIRED (SEE NOTE 1) (SEE NOTE 1) EAD ENGAGEMEENTREOW, FULL �RED. 118'ALUMINUMOR (SEE NOTE 1) PERIMETER SEALANT---.IIIW STEEL MIN. REQUIRED BY INSTALLER (SEE NOTE 1) �IW MAI(. SHIM - (SEENQTE1} ' SEALANT BEHIND FLANGE 13Y INSTALLER INSTALLATION ANCHOR 010 SCREW, FULL THREAD ENGAGEMENT REQUIRED. (SEE NOTE 1) PERIMETER SEALANT SEALANT BEHIND FLANGE BY INSTALLER BY INSTALLER H HORIZONTAL SECTION 9 CONTINUOUS DOUBLE 3118' BEADS OF TREMGLAZE UIWO ' SEALANT OR EQUIVALENT AROUND PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. SEALANT BEHIND FLANGE BY INSTALLER 118° MAX SHIN (SEE NOTE 1) PERIMETERSEALANT . BY INSTALLER INSTALLATION ANCHOR #10 SCREW, FULL THREAD LUCAS A. TURNER, FL P.E. 68201 A CHANGED EDGE DIST FROM 1i4" TO 711 S' 2/08!2014 118' ALUMINUM OR ENGAGEMENT REQUIRED. ��t�u 1178' STEEL MIN.REQUIRED (SEE NOTE 1) *_ of P p(fiE� r� r, (BEE NOTE IO,SHT2) `+► ckswm os�� '�'`"s VY)NpOVVSYSTB`1$I-4 O VERTICALSECTION $ 1 M. 58201 g ,� 1900SW44THAVE. 6 ' OCALA, FLORIDA :4474 O1 E� INSTALLATION DETAIL THRU FRAM9 - LARGE MIBBLE IMPACT STATE OF ;14r.'. Fri`.SNAIR& VM BY; DAT¢: MtoPRIerARYaaoeacFlceNnnl NTE ONSHEET2 �8200HVH22/24/2014 ADE a.NO:11/14/13 PUTH IT I-OR CLARIFICATION ON ee SMODEL. sHIM GAPS, AND SUBSTRATERETOTIONSREFERTO WI PVCHORIZ.SLIDER NTS CWS-VI 17HiAyOWABL2 AN 6��e , LAR APHEET'8OF6 Florida $wilding Code Online Page 1 of 2 w��' _ "�.� a "" :�'� -=5•_x ..,-<- �,r?.c.;�s�;,t�,yv:= ms'=s _r n... a_;.. �"' y `�" _ • T=N Y.�_�_ tr ,�.,A:- rJ` x�+..8 t� ^,w,�-"sa'93J ,c. .»::'.>�'�. �. •-�''.� zeta. '"^ � ,. raw-•:^;. �- per- UJx-- c Bess -- ! Log in 1 user Reg stratkon NatTata k Submit surcharge I stats & Facts Pub6ouom ' FSC Som I Bas snr Map I UnIz i seamb $u§neSiJ Product Approval Profess b1 (40s� uPubmUW Reaulabon 49ma pOx" &W > Product m AnnFicatinn Seatdr > AmUmtbn LW > AWIa ion pew FL FL16736 Application Type New Code Versibn 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 ekoss*cws.cc Authorized Signature Michael LaFevre mlafevreQcws.cc Technical Representative Michael taFevre ## Address/Phone/Email 1900 SW 44th Avenue Osla, FL 34474 (352) 368-6922 Ext 207 MLaFevre@cWs.cc Quality Assurance Representative Cal Ledy ' Address/Phone/Email 1900 SW 44th Ave. Ocala, F1.34474 (352) 368-6922 cledy@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2020 Validated By Steven M. Urich, PE - ® Validation Checldlst - Hardcopy Received Certificate of Independence FL16736 RD COI EvalReo CWS 871 (HG 8200 74 x 63 IMPA -r Referenced Standard and Year (of Standard) standard hear AAMA/WDMA/CSA(101/IS.2/A440-08 2008 ASTM E1300-04 2004 ASTM. E1886,45 2005 ASTM E1996-06 2006 PAfTAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabWlding.org/pr/pr_app_del-aspx?pmm=wGEVXQwtDqu8obl%2f17,m6... 9/19/2014 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 12/19/2013 02/25/2014 02/24/2014. 02/26/2014 Page 2 of 2 FL V Model, Number or Name Description 16736.1 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Approved for use in HVHZs Yes Approved for use outside HVHZ: Yes Impact Resistant; Yes Design Pressure: +60/-60 Mart Large Missile, 74" x 63", DP +/- 60 psf. Installation Instructions FL16736 RO 11 CWS -871A (, 51 -8200. 74 x 63. IMPACT):odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL16736 RO AE DuPont PVB NOA 13-0129 27.txff F1-16736 R0 AE EvalPeo CVS -871A (HS -8200. 74 x 63. IMPACT).ndf FL16736 RO AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes 16736.2 HS -8200 PVC Horizontal Slider HS -8200 PVC Horizontal Slider, IMPACT, 111° x 63", XO)L m of Use Approved for use in HVHZ: Yes Installation Instructions EL16736 NO Ii CWS -869A (HS_9320 — 111 63, Approved for use out iide'HVHZ: Yes Impact Resistmob Yes Design Pressures +60/-60 Other: Large Missile, 111" x 63", DP +/- 60 psf. _x IMPAM.odf Verified By: Lucas A. Turner 58201 Created by Independent Third Pary: Yes Evaluation Reports FL16736 RO AE DuPont P -VB NOA 13-0129 27.rxd FL16736 RO AE DuPont SCP NOA 11-0624 02.odf 0 Re CWS --869A IMPACT),nd EL16736 RO AE Quarles (Mlkr NPA 12-1017 02 ndf Created by Independent Third Party: Yes contact..;;190 North Rwroe Street. pilabasseo FL 32399 Phone: 850-487-18Z4 The State of Florida Is an WEED employer. Cotwrtoht 2007-2013, State of Florida.:: Btagy Stere :: Acms,Ubdity Staba n A :: aeh..wr Under Florida law, arnall addresses are pubtic records. If you do not want your a -mall address n In response to a public-remrds request, do not send electronic mail to Oils entity, instead, contact the ofte by phone or by traditional mall. if you Carve any questions, please Contact 850.487.1.395. -Rustem to Section 455275(1), Florida Statrrtes, en'ecWe October 1, 2012, 11cmunes licensed under Chapter 455, F.S. must provide the peparhnant with an enroll address W they haus one. The emalls putm0ed may be used for official mmmunlcatlon with the licensee. However ar¢0 addresses are public record. If you do not wish to Supply a Pe Renal address, please provide the Department with an ena0 address which can be made available to the public To deterrturro It you are a licensee under Chapter 455, F.S., please click e[L. Product Approva) Accept stt�st3tn':s n•:I::� http:/iwww.floriclabuilding.org/pr/pr appdtl.upx?param=wGEVXQwtDqu8obl%2fTZm6... 9/19/2014 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A.#29779 Evaluation Report 869A 2/24/2014 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (EIVHZ), XOX 111"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) 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 Budding Code including the High Velocity Hurricane Zone. The Product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -869A, signed and sealed by Lucas A. Turner, P.E. 2) Test Reports NCTL-210-3887-3, -3A, 4, and -4A, 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, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/LS.2/A440 `08 3) Supplemental Calculations to support CWS -869A, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS -869A. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS -969A ® Achieves design pressures of +/-60 psf e Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone ® In the operable sash, requires Dupont Butacite PVB Interlayer per Miami -Dade N.O.A. 13-0129.27, and in the fixed glass requires Dupont SentryGlas Tonoplast (formerly SGP) Interlayer per Miami -Dade N.O.A. 11-0624.02 ® Requires Quanex white rigid PVC fiame extrusions per Mianu Bade N.O.A. 12-1017.02 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 a* ny other entity involved in the testing or approval process of this product. ESif 4'Ar «g+� I' STATE OF forms .7''+ 2/24/2014 Lucas A. Turner, P.E. FL PE #58201 Lucas Tumer 2094-02-24 45:48-05:00 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS...............I ANCHOR SCHEDULE AND NOTP DESIGN PRESSURES ........2 & GLAZING ........... .... 3 SECTIONS & ALT. FRAME.............................4-6 EXTRUSIONS & BILL OF MATERIALS .......... 6 INSTALLATION DETAILS ..... .......... ............ ..:.7-8 MAX. SASH WIDTH DESIGN PRESSURE RATING t80 PSF LUDBS Tumor 2014-02-24 15:48-05:00 'Z' 4 PROIRMIUARYAND CONPIOENMI. 2/24/2014 THE IWORMATION CONTAINED IN 7M DRAWING IS TI'S SOLE PROPERTY OF CUSTOM WINDOW SYSTL'MS, NO. ANY REPRODUCTION IN PART OR AS A WHOLE WITNOUT THE WRRTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IB PROHIJIMM. PVC IMPACT REQUIREWNT,. 1. THE PRODUCT SHOWN HEREIN IS DESIONED AND MANUFACTURED TO COMPLY WITH THE FLORIDA WILDING CODE (FSC), CURRENTEDITION, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ' . 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: A) WOW FLANGE IMPACT W/IMPACT HOOKS IN JAMSS, AND IMPACT HOOKS IN HEAD' B) "XIO/X FIN IMPACT WIROTARY LOCKS IN JAMBS, AND IMPACT HOOKS IN HEAD 4. DESIGN PRESSURE RATINGS: -MEGATNE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 6. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED'IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7-8 FOR INSTALLATION DETAIL. W INOLOAD DURATION FACTOR Cd -1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERA€10N OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE FORCE WINDS AND/OR FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED, SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AT HEAD / SILL. 8. SERIES / MODEL DESIGNATION HS -8200. 8. 1x OR 2x WOOD SUCK OR STUD FRAMING TO'SE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 10. THE DESIGNATION XAND O ATAND FOR THE FOLLOWING: X a OPERABLE SASH, 0 4 FIXED SASH 11. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 12. WEEP SLOTS 81/4" X 1" LOCATED 4" FROM BOTH ENDS A. SW 44TH AVE. A, FLORIDA 34474 ;ENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT `8200 HVHZ UN BY: TEF ATE 10/11/2013 PVC HORIZ. SLIDER aCALM NTS owa N : OWS-888 LETTER A 90FB s° MAX (TYP.) A 1 c �� 3°EAD AND SILL AT FMR 4' MAX (riPJ D F 8°�� r r - t—r MAX.O.C.(IY?.j I (SHEET 4) - -- -- -- -- - -- - 8° MAX (iYP.) 41 MAX".). I ,, F , fj1 1 17' MAX O.C. 8° MAX• Q.C. I ��- mea I 1 , , I B Q E E (SHEET 4) INSTALLATION (SHEET 5) _ ANCHORS TYP. I 1 f I il--ANCHORSTYP. INSTALLATON -- (SHEET4) (FIXEDRAIL) (FIXED RAIL) (SHEET 6) ANCHOR LAYOUT - (FLANO�a ANCWOR LAYOUT�f INN) FRaae rwrsulvnn.INOPIN-➢P• a NOTES: 1. INSTALL ONE ANCHOR AT EAPH INSTALLATION LOCATION, SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D 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 111W IB PRESENT. 3, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3118° DIA. ITW BUIL EX TAPCON ADVANCED THREADFOAM TECHNOLOGY MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1I4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO OF 21/2° SHALL BE ACHIEVED IN EITHER DIRECTION. 6. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 a/8° INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/a° SHALL BE ACHIEVED IN EITHER DIRECTION. 8. No WOOD SCREW ANCHORS (MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/2' INTO 2 BY WOOD SUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF TA V SHALL BE ACHIEVED IN EITHER DIRECTION. 7. #10 10 1TW TEKS ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE FULL THREAD ENGAGEMENT THRU METAL WALL THICKNESS. 8. ALL- INSTALLAT ION 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. S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFAQTI)RER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL P.E. Sa201 A OHANGED EDGE DIST FROM 114° T0.711s' 2/08/2014 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: r t}ItiTtlt t rrrr"�qRH �♦♦♦♦ """•• A. WOOD- MINIMUM SPECIE GRAVITY OF 0-0.66 (SOUTHERN PINE OR GREATER) Orr " � ♦ . S. CONCRETE. MINIMUM CO RESSIVESTRENGTHOF2000PSI. WN0owmH`1$ ®reg 2,ki,- «�06NSG•.�,hdN, C. MASONRY - MINIMUM DENFITY OF 117PCF, CMU BLOCK MUST HAVE FILLED CELLS ON BOTH SIDES OF OPENING. P Ns 55201 'P i 1900 SW 44TH AVE. D. ALUMINUM -118° T! TICK Mi ., 6083 T6 MIN, OCAU� FLORIDA 34'474 E STEEL -18 GAUGE (.OSI°)101N., 33 K91 MIN. = 1 +I E = rin• O • ANCHOR SCHEDULE $ NOTES- LARGE MISSIES IMPACT 11. SEALING AND FLASHINGS TEGIES FOR OVERALL WATER RESISTANCE qq r2' : TTII��qq ,G•� "�Y 'BTATE Op . �U'� ea: RnWNev: TE ►. 0 . 8200 HVHZ TEF 10/11/201 OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT _ ♦ : VERSION OF THE REFERENCE DOCUMENTS: TM g♦♦�S' • � � R i � P �\�� o ' " THE INFORMATION CONTaroED DPAWaM18 THE PROPERTY�O�M PVC HORIZ SLIDER NTS CWS$69 FMAIAAMA 100(FIN WINDOWS), OMAIAAMA 200(FLANdE WINDOWS), WIWINDO TOR ASP WHOLE1, R17 E Ep THE R�+rr MS, [N ANYfTEaat L51 ThM FMANVDMA26O(SOXWINDOWS)IFMA/MMNWDMA300PCMPJOR DOORS). N WINDOW A 20Pe I C 1 i I (SHEET 4) (SHEET 6) ' I fj1 1 I X J 1 (SHEET 6) ' I fj1 I I I I 1 I OVERALL '.ANNEALED OR TEMPERED AIR SPAM LAMI ANNEALED SENTRY GLASS.IONOPLASTINTERIAYER ANNEALED PURFECrGLAZE°H° SIKAFLFX 882 lir GLASS BITE m zZ PlIOPRUETARYANDCONFIDENnAL 2/24/2014 ,ME TINFORMAMON CONTAINIED INTHIS URAWINO 18 THE SOLEPROPEMYOFOUMM WINDOW SYSTEMS, IND, ANY RSPROOUOTION iN PART OR A8 A WHOLE WRHOUTTHE WRITTEN POMMION OF OUBTOM WINDOW SYSTEMS, NO. IS PROMITUD. OVERALL ANNEALED OR TEMPERED AIRSPACE LAMI ANNEALED DUPONT PVB INTERLAYER ANNEALED BITE .N. SECTION C.,�C NOTE: SHOWS FIXED I ITE OUT -AWAY • f uig-j• 1 SECTION B -B HEADMAMB IMPACT HOOK LOCATION (FLANGE FRAME ONLY) PRDPR87TARYAt87CONPIpHd M 2/24/2014 IM �a�pORVpEV"ZOWS MfNNCREPR4UCTN6dFARTASAHMEWWMiO� WRRTEN PERMISSION OF CUSTOM WINOOW SYSTEMS, INC. 18 PROHBNEO. THE *ALTERNATE JAMB ROTARY LOCKS INTERIOR —or ti 4 moRr EXTER7 31-37 SECTION E-E 18 , S HEAD IMPACT HOOK (rYP.) MIDSPAN OF SASH 11 (ITEMS 44 S. 46) . 1 ' - - - - - - 8 ROTARY LOCKS (rrEM23) ONLY ENGAGED PRIOR TO HURRICANE EXTERIOR INTERIOR FORCE WINDS, 1 LOCKS ARE LOCATED AT THE 11 THIRD POINTS ALONG THE FRAME 1 JAM98. -SECTION F-F I- NOTE SHOWS FIXED LITE CUT-AWAY HEM IMPRACT HOOK/JAMBROTARY LOCK LOCATION (F04 FRAME) LUG44 a TURNER FL P.E.8820, TF_ HANGED EDGE DIST FROM 114° TO 7/18° 0210S/201 • �s�rvurrnrrr ��+� TyLTREyIy r+rr ,/� �y OE►7 MO SECTION D-D WINDOWSYSTH" 1,40 Na =01 1900 SW 44TH AVE. w: OCALA, FLORIDA 34474 * art STATE OF flMAWN — 'SECTION VIEWS FIN FRAME- LARGE MISSILE IMPACT . _ "+,rO,� ; e q 5Q; PROPRITHE �+ � O R i,..o (r��`$ ' 820Q HVFIZ ` TEF A E 10/11/201 8: .NO« CWS-889 ' INFORMATION CONTAM INThHr90RAWM 13 T PROPM7yQF CWTOId WMDOWBY670AWC.ANYfW"OOUOTWNINPART CAASAWHOI.EWtMMMTHE 'bt�IONjAL' �+4a f�lfONAV�rLI, PVOHORILSLIDER WRn M PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROMnED, A 60F8 'n.: TWLTZ it I PVCFRAME F1N-8048 1 1818° 1 � 1818" 19!16" .PVC SASH MTa RAIL -8080. PVC SASH SIDE RAIL -8D61 PVCSASH TOPISTM RAIL Wn 314" 1 1 3118° 314° 9° 1118•.—� 16116° 1116° ALUM BASH MTO, RAIL -1497 ALUM B.B.RA.S.R. -1498 ALUM. BASH REINF. -1699 0 3118° P].AAPVIEW-2000 O u18" Tir i+16/18"T PLAN VIEW -1871 ALUM SASH IMPACT HOOK -1677 PROPPoE7ARYAND 2f24/2014 38, SED. THE B�ORMATION CONTAWER IN THIS ORAWINO IB THE$MR PROMLMY OF CUSTOM LL ALUMINUM EXTRU ION ARE 8083-T6. MNOOW SYSTEMS. M. ANY REPRODUCTION IN PART ORAS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 19 PROHIBITED. ff �° ALUM PANEL IMPACT CATCH -2000 f. -N 1.`OIJSTRUETidi� 1718• 3 916° ALUM HD MTO RAIL -1881 CORNER WELD CCRNER WELD (ALL BIDES) (ALLSIOSS) 9 114° FIXED MEETING RAI! 19118° 9 BWITH OUTERFFRA�ME L1118° f/18° 7 I+ -3 3/78°—«I ALUM ROLLER TRACK -1776 2 PVC HD FIX® RAIL COVER -8077 1 118" 8 6118° a 1I2° 8 PVC SCREEN SUPPORT -6014 PVCBCREENCATCH -8013 r� 3116° 4 �h716h718°tet SCREW SUPPORT- 3113 ALUM REINF. FOR tMPAGT HOOK -1112 114- I 14° I 1 1+1 611 PVC ANTI -UFT INSERT - BOOS PVC OLAZEBFAD - 8084 1900 SW 44TH AVE. OCALA,.FLORIDA 34474 EXTRUSIONS & B.O.M. - LARGE MISSILE WACT 8200 HVHZ ° TEF r` 10111!201 PVCHORIZ.SLIDER BC 1:2 Wf'No" CWS4W LeTtemA 8 r: OOFS 0 3110° O 16/18, 719, PLAN VIEW -1999 ALUM HEAD IMPACT HOOK -1999 99201 A CHANGED EDGE DIST FROM 114" TO 7118° 2106(e 1900 SW 44TH AVE. OCALA,.FLORIDA 34474 EXTRUSIONS & B.O.M. - LARGE MISSILE WACT 8200 HVHZ ° TEF r` 10111!201 PVCHORIZ.SLIDER BC 1:2 Wf'No" CWS4W LeTtemA 8 r: OOFS INSTALLATION ANCUP-41 OR, 3118° DW, MASONRY SCREW WINEOPA NE BACKED WASHER THRU SCREW SUPPORT (SEE NOTE 1) SUPPORT (SEE NOTE 1) SEALANT BEHIND SEALANT BEHIND SEALANT BETWEEN BUCK FLANGE BY 9 BY WOOD BUCK BY OTHERS INSTALLER AND OPENING BY OTHERS (SEE NOTE 1) HEAD BY INSTALLER PERIMETER SEALANT CONCRETEIMASONRY BY OTHERS PERIMETER SEALANT 114° MAX SHIM (SEE NOTE 1)• 1 INSTALLATION ANCHOR, 'q EXTERIOR FINISH 3110° DIA MASONRY SCREW BY OTHERS ° • a:s P. P: ••p.• Pi •.1P yp ;�a •P�� P• P: • P • . 7f MIN EDGE DIST WI WASHER THRU SCREW < ' {SEE NOTE I) i A �P . e. • it •_! s ! q SUPPORT (SEE NOTE I) 1114". MIN EMBEDMENT (SEE NOTE 1) ' INSTALLATION ANCHOR, Pl P� M10 WOOD ANCHOR W1 .. ° WASHER THRU SCREW . s' SUPPORT (SEE NOTE 1) CONCRETEIMASONRY '•�;:. a ' •e.• SEALANTBEHlND �• 6+•:dr 9YOTHERS FLANGE BY It s INSTALLER 1 acral ANT ROTWPPM FU Irx •4�a sE1llANT BETWEEN BVg1( 2112° MIN ISDIST (SEE N 1) •a `q . A CHANC AND OPL711Nt3 SY OTHERS 2112" MIN EDGE DIST I?! SEALANT BEHIND (SEE NOTE 9) 1114 MAX SHIM FLANGE BY (SEE NOTE 1) INSTALLER SREALANT 1 914° MW EMBEDMENT • �. �. P. BXTLRIORFTNISH BY OTHERS SYRMBTALLEETER (SEENOTEI) �• P: P P. • a. is • Pi b. a " 1 BY WOOD BUCK BY OTHERS B HORIZONTAL SECTION 7 FRAME (MASONRY)EXTERIOR FINISH BY OTHERS PERIMETER SEALANT 114° MAX SHIM (BEENOTE 1) BYINSTALLER SEALANT BEHIND INSTALLATION ANCHOR, FLANGE BY 311 S` DIA. MASONRY SCREW INSTALLER WIWASHER THRU SCREW INSTALLATION ANCUP-41 OR, 3118° DW, MASONRY SCREW WINEOPA NE BACKED WASHER THRU SCREW SUPPORT (SEE NOTE 1) SUPPORT (SEE NOTE 1) SEALANT BEHIND SEALANT BEHIND FLANGE BY 114" MAX SHIM INSTALLER (SEE NOTE 1) HEAD BY INSTALLER PERIMETER SEALANT PERIMETER SEALANT 13 1 BY INSTALLER OIINEEMBEDMENT EXTERIOR FINISH EXTERIOR FINISH BY OTHERS ° • a:s P. P: ••p.• Pi •.1P yp ;�a •P�� P• P: • P • . 7f MIN EDGE DIST • •• .a. Pi• Pi. P• � {SEE NOTE I) i A �P . e. • it •_! s ! q Arer 1114". MIN EMBEDMENT (SEE NOTE 1) ' INSTALLATION ANCHOR, Pl P� M10 WOOD ANCHOR W1 .. ° WASHER THRU SCREW . s' SUPPORT (SEE NOTE 1) '•�;:. a ' 2 BY WOOD BUCK BY OTHERS SEALANTBEHlND �• 6+•:dr CONORETEMWSONRY FLANGE BY It "2lir MIN EDGE DIST INSTALLER 1 acral ANT ROTWPPM FU Irx INSTALLATION ANCUP-41 OR, 3118° DW, MASONRY SCREW WINEOPA NE BACKED WASHER THRU SCREW SUPPORT (SEE NOTE 1) SUPPORT (SEE NOTE 1) SEALANT BEHIND SEALANT BEHIND FLANGE BY SEALANT UNDER SCREW INSTALLER INSTALLER HEAD BY INSTALLER PERIMETER SEALANT PERIMETER SEALANT 914° MAX SHIM BY INSTALLER EXTERIOR FINISH EXTERIOR FINISH BY OTHERS ° • a:s P. P: ••p.• Pi •.1P yp ;�a •P�� P• P: • P • . BYOTHERS •• .a. Pi• Pi. P• � ►• ii i A �P . e. • it •_! s ! q Pr DIA. 4NT UNDER SCREW BY INSTALLER STRENGTH STRUCTURAL IT BY OTHERS 114° MAX SHIM (�SEE-N-OT�E 1) —SILL STOOL 7 BY OTHERS '--USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL, BY OTHERS -W MIN EMBEDMENT SEE NOTE 1) L= MIN EDGE DIST FLANGE BY SEALANT UNDER SCREW INSTALLER HEAD BY INSTALLER PERIMETER SEALANT 914° MAX SHIM BY INSTALLER (SEE NOTE 1) EXTERIOR FINISH e p i' �� D ogog' BYOTHERS D• P p'b ♦• �•"D • g D D V - *A. ♦D• D D D R 1114". MIN EMBEDMENT (SEE NOTE 1) o .. Oo•e► o DD.o *bL CONORETEMWSONRY "2lir MIN EDGE DIST BYOTHERS (SEE NOTE 1) D ALTERNATE PRECAST BILL DETAIL 7 FRAME (MASONRY) i LUCAS A TURNER, FL P.E. SB201 A CHANC PROPRIETARYANDt 1DPMML 2/24/2014 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPORYOF CUSTOM WINDOW SYSTEMS, SIC. ANY REPRODUCTION IN PART OR AS A WHOLE WI7NOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 13 PROHIBITED. gHORIZONTAL RECTION 7 FRPME(WORD) QT£: HEAD —,a ND JAMS IMILAR FOR 2SY INSTALLATION. ILL INSTALLATION SAME AS SHOWN BELOW. DIST FROM 1800 SW 44TH AVE. OCALA, FLORIDA 34474 INSTALLATION THRU FRAME DETAIL - LARGE MISSILE IMPACT 9 im 82W HVHZ DRAWN . TEF 10/1112013 ADDEORIZSLIDER NTS O " CWS.808 A TOPS 0 SHEATHING— BY OTHERS EXTERIOR FINISH BY OTHERS SEALANT BEHIND 13Y INSTALLER WINDOW WRAP - BY INSTALLER (SEE NOTE 1) 2 BY WOOD BUCK BY OTHERS -ZW MIN EDGE DIST (SEE NOTE 1) MAX SHIM NOTE 1) 2 BY WOOD BUCK 8Y OTHERS INSTALLATION,ANCHOR #B WOOD SCREW WI WASMR (SEE NOTE 1) J-= MIN EMBEDMENT (SEE NOTE 1) SHEATHING BY OTHERS vii_ MIN EDGE DIST (SEE -NOTE 1) 1141 MAX SHIM SEE NOTE 1) SEALANT BEHIND FIN— 1— PERIMETER SEALANT BY INSTALLER BY INSTALLER (Z) HORIZONTAL SECTION 1141 MAX SHIM kV FW (WOOD) (SEE NOTE 1) SEALANT BEHIND FIN BY INSTALLER Z= MIN EWE DIST (BEE NOTE 1) PERIMETER SEALMT BY INSTALLER WWDOWWRAP 2 SYWOOD SUCK BY OTHERS BY NISTAI LER O ti• LUCAS A TURNER,.FL P.E. 88201 A CH 8; S eo ba ; INSTAUA11ON ANCHOR, �1aay6utainet+lr EXTERIOR FINISH. o'O #8 WOOD SCREW Wt WASHER;�• G�F'£4y /y� BY OTHERS °' (SEE NOTE 1) ems,�~�••�`,�� p*'N 4"/�i vmm ' i+ke 58 yy (17 1800 E y, t�+� SHEATHING ]�MBdEMBEDMEN7' $^+T�2t BY OTHERS (SEE NOTE 1) �. 465 OCAU FIN VERTICAL /�. � �5� STAT£ OF j4V E ICT O p p€S €� Tt�iMWRMATICStC6MAt6DMrti3DRA NflP11INTARY am �IST�t�solEraaP€ENIM �noP20cu4roN ° `r+pr`�*RtC;A'ci'gAj +.� SUBSTRATE RESTPJCTIONS REFER TO �i � IN ART � Mo OUTT"M °�r�$�� A ;r+~ IN MAX SHIM {SEE NOTE 1) QR 1118' STEEL,MIN. AEQO INSTALLATION 01 SCA&V (SEE NOTA) #10 (SEE NOTE 1) PERIMETER SEALANT SY INSTAII.ER N MAX SHIM , EE NOTE 1) SEALANT 9EHIND FLANGE (INSTALLATION BY INSTALLER PERIMETER SEALANT ANCHOR, BY INSTALLER #10 SCREW (SEE NATE 1) WALANT 3EHIND FLANGE BYINSTALLER HORIZONTAL SECTION . INSTALLATION ANCHOR, 910 ' SCREW wINEOPRENE BACKED WASHER THRU SCREW SUPPORT (SEE NOTE 1) SEALANT'BEHINDFLANOE BY IiWiA RR {SEE NOTE 1) (mIN NOT 1) - PERIMETER SEALANT IN ALUMINUM OR 1118° STEEL MIN, RECYD (SEE NOTE 1) BY INSTALLER LUCAS A. TURNER, FL P.E. 68201 A CHANGED EDGE DIST FROM 114° TO 7/18° 2IM2014 CONTINUOUS DOUBLE 311®'BEADS oP TREMGLAZE 01800 SEALANT OR EQUIVALENT AROUNDPERIMETERINDICATED FRAME AND SUCK BYIISTALLa `4tb.AS?RE{Aj!!!yI �•� Oso...S ,.aP'WfNDOWSYSTFTiSLNPF A VERTICAL SECTION 4`iv " ND 5�201 11-11A 1900 SW 44TH AVE. OCALA,.FLORIDA 34474 i k 4 A t0:TrML.INSTAUATION PORCH ENCLOSURE DETAIL • LARGE MISSILE IMP. OF 94- E�� 8200 HVHZ TEF DATs 10111/201 !,® vuN 1: E9, nEiNRorwAnoNcmvraN[NaANY_sorsnPROPWffrARYAwwoiensol�rNaP:FmEvnAL 4d1 wn Pki4t +,"�F+i'�R:''��0��mmmPVC HORIZ.SLIDER NTS O. No rr�� IM GAPS AND SU097RATE RESTRICTIONS REFER TO wiNDOW ry p glpN CUSTOM WINDOW SY81EM8 WM ISPROHIBRED. �S A S Op TES N H Florida Building Code Online Page 1 of 2 L:��Cff k�J MP «,)n rlii� i—:1:_ __ r,.1e:_. si..�i� •fit _:Y r I Me RevIslon Code Version 2010 Application Status proved Comments '. 2002 Archived 13 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/Small 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc ,-Category Exterior Doors Subcategory Sliding Exterior poor Assemb0es Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Keysbone Certifications, Inc. 07/21/2020 Steven M. Urich, PE ® Validation Checklist - Hardwpy Received _ •!, _ __ _• .•�� • moi..: Standard Year AAMA/WDMA/CSA%101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTK E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 http://www-floridabuilding-org/pr/pr_aPP 4tl-wPx9Param=wGEVXQwkDgttaGsip3Gwx0... 4/14/2414 Florida. Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Periling FBC Approval Date Approved Summary of Products Method 1 Option D 12/12/2011 12/16/2011 12/21/2011 01./31/2012 Page 2 of 2 FL # Model, Number or Name Description 11103.1 SGD-8900 SGD-8900 PVC, 2 Panel, 2 Track Sliding Glass Door, OX or XO, 6068. Limits of use Installation Instructions Approved for use In HVHZ: Yes FL11193 RI II CWS -292A (SGD-8900. XO, 6068, PVB. I P Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +60/-60 Other: Large Missile Impact, Max. size 6068, DP = +/- 60 1�• Created by Independent Third Party: Yes Evaluation Reports FLI1103 RI AE DuPont PVB NOA 11-0524 01.odf FLI1103 RI AE vaiRep CWS -292A (SGD-8900. XO. 6068, PVD, IMP).txdf FL11103 RI AE Mlkron NOA 11-0830 09.odf Created by Independent Third Party: Yes 00 11103.2 S6D-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door, 16080. limits of use Installation Instructions Approved for use in HVHZ- Yes Approved for use outside HVHZ: Yes k11110� R1 II CWS -298A (SGD-8900, OXXO. 16680. IMPAC'f).odf Impact Resistant: Yes Design Pressure: +60/-60 Other. Large Missile, DP = +/- 60 psf, Max. panel size 4' x 8'. Config. Include 0)0(0, OXO, OX, XO, Verified By: Lucas A. Tumer 58201 Created by Independent Third Party: Yes Evaluation Reports FUI16 R+ QUPon SGP NOA i-0 a n , FL11103 R1 AE EvalRep CWS -298A ( D-890 oxxo. 16080, IMPACT).Ddf FL11103 R1 AE Mikron NOA 14-0830 09 odf Created by Independent Third Party: Yes Contact Us :: 1948 North Monroe Street TaaahiMM FL 32399 Phone: 850-487-1824 The State of Florida is an AAjW-0 employer. Cenvnaht 2887-2013 State of Honda.:: ::b� :: Refund Staiemerrt Under Florida law, emai) addresses are public -records. Xyou do not vmnt your a -mall address MWISed in respmrse to a public -records request do not send electronic mall to this entity. , contact the office by phone or by tradlUonal mall. U you haws any questions, please contact 8$0.487.1395. -Pursuant to section 455.275(1), Florida Statutes, effective October 1, Z)12, ftwmm licensed under Chapter 455, FS. must provide the Departrnent with an erre8 oddness if UW have ona. The entails provided Trey be used 8a• of8dal communication with the Bows 8, However email addressor are public record. Vyou do not wish to supply a personal address, please provide the Depaftwi t wth an email address which Can be made avallable to the publL To determine M you are a Iii corder Chapter 455, F.S., .fdam Cade vera . Product Approval Accepts: MWINE a http:/fwww.floridabuRding.Org/pr/pr app dtl.aspx?param.=wGEVXQwtDgttaGsIp3CvutO... 4/14/2014 Lucas A. Turner, P.E., NSA. Evaluation Report 298A. 2080 Mauve Ter. North Port, FL 3.4286 Ph. 941-380-1514 December 14, 2011 Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. 10 i'autpiacturer: 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), 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 -298A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011. 2) Test Reports 14CTL-210-3506-1 and -IA; from National Certified Testing Laboratories, Orlando, FL signed and scaled by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/LS.2/A440-2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -298A, signed and sealed by Lucas A. Turner, P.E. on 12/14/2011 Installation: Units must be installed according to approval document CWS -298A. Limitations of Use: This product: • May be used in up to 48 518" x 93" panel sizes (951/2" max. door height), with glass types and max. glass daylight sizes as shown in CWS -298A • 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 Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami - Dade N.O.A. #11-0624,02 • 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, 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. E,,; ?REQ Z --i v No 58201 12/14/11 a� aLucas. A. Turner, P.E. STATEOF ; G FL PE #58201 Lucas A Tumor, P.E. 2011-12-1418:58-05:00 .TABLE QF CONTENTS NERAL NOTES & ELEVATION8...1 ANCHOR SCHEDULE & NOTES.....2 DP CHART & GLAZING DETAIL ......3 SECTION EXTRUSIONS & s O.M ...... _.. e INSTALLATION DETAILS, ........ ,....7.8 r 1. THE PRODUCT SHOWN HEREIN IS DESIONED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, INCLUDING HVHZ 2. GLAZING DETAIL: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: °OXXO°, °OXO°, °XO°, Mw 4. 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. S. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 7.8'FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED FQR'WOOD ANCHOR CALCULATIONS. 8. PRODUCTS APPROVED FOR IMPACTAESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED. 8. REFERENCE TEST REPORTS: NC.TL-2f0.35MI,1A 8. SERIES / MODEL DESIGNATION: S00.9900. 10.1 x OR 2x WOOD SUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING '18 RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION XAND O STAND FOR THE FOLLOWING: X=OPERABLE.SASH. 0.FIXED SASH. 12. SECTION CALLOUTS APPLY TO ALLCONFIGURATIONS. 13. EXTERNAL WEEP SLOT =1/4 x 1' LOCATED 4" FROM BOTH ENDS. ff-dr No Buol timATwa, P.B,aw+-1a�a 7aS7-9S:S0 i� '�• BTd{f@ CP PROPRSTARYANDCONFO>ENnAL 1. . 14111 + 0'%N•A � W7 WWOYS =ANYREEPRODUOT1 91DRAWMPARTTOORASAW WRHouT� WRn"fEN PERtd198(ON OF WBTM WINDOW SYMEkM.INO. 13 PROMMTEO. 0 FBO 1 1 /1 2120 1.1 "` SGD NTS •". ••"" OWS-288 ArMbbl: 1 OF 9 W MAX. ]2_ MAX O.C. 8• J 80 4 4* 84� 4` � + 4° A 8° MAX (TYP) 118''p)MAX O.C. r ANCHOR LAYOUT A THRU FRAME (MASONRY OR WOOD) l i NOTES: 1. INSTALL TWO ANCHORS ATTEACH LOCATION, SILL ANCHOR LOCATIONS SAME AS HEAD. 2. SHIM AS REOD AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN Ili W IS PRESENT, i D HIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR.BETTER. WOOD SHIMS ARE NOT ALLOWED. t431I° DIA.ITW TAPCONS T 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 1 118" SHALL BE ACHIEVED IN ANY N. A MIM R -TO -CENTER DISTANCE OF 2 7118" SHALL BE ACHIEVED BETWEEN ALL TAPCONS. FDCED PANEL CLIP ANCHORS -MUST BEAT LEAST 3° FROM INSTALLATION ANCHORS. S. #10 DIA WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1918° INTO 2 BY WOOD BUCK OR.FRAMING. A MINIMUM EDGE DISTANCE OF 718° SHALL BE ACHIEVED IN ANY DIRECTION. ANCHOR LAYOUT A THRU FRAME (MASONRY OR WOOD) l i NOTES: 1. INSTALL TWO ANCHORS ATTEACH LOCATION, SILL ANCHOR LOCATIONS SAME AS HEAD. 2. SHIM AS REOD AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN Ili W IS PRESENT, D HIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR.BETTER. WOOD SHIMS ARE NOT ALLOWED. t431I° DIA.ITW TAPCONS T 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 1 118" SHALL BE ACHIEVED IN ANY N. A MIM R -TO -CENTER DISTANCE OF 2 7118" SHALL BE ACHIEVED BETWEEN ALL TAPCONS. FDCED PANEL CLIP ANCHORS -MUST BEAT LEAST 3° FROM INSTALLATION ANCHORS. S. #10 DIA WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1918° INTO 2 BY WOOD BUCK OR.FRAMING. A MINIMUM EDGE DISTANCE OF 718° SHALL BE ACHIEVED IN ANY DIRECTION. FIXED PANEL CUP ANCHORS MUST BE AT 4EAST 3" FROM INSTALLATION ANCHORS. S. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT %OITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 7. INSTALLATION ANCHORS SHALL BE IN ACOORDANCE WITH ANCHOR MANUFACTUREF'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL WCASATURNE F.L P.E 88201 A UPDATED PER 2010 FBC 11!12121 NOT BE USED IN SUBSTRATES.' WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. astscs�asiut�{t tis► 1161V +t 8. INSTALLATION ANCHOR CARACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: Q��?;'+•°�4 BN 5°• �Pr/+,. v F W4TW 5 &Dt10R9 A. WOOD - MINIMUM SPECIFIC GRAATYOF 00.66 (SOUTHERN PINE OR GREATER) V No SSdC! '% 1900 SW `14TI PAVE• B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY • STRENGTH CONFORMANCE TO GRADE ++� �" 1 : ; C OCALA, FLORIDA 34474 ASTM C-90, N. TYPE i (OR GREATER). 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE `� i * STATE OFANCHOR SCHEDULE 8 NOTES • LARGE MISSILFDUIPAI ' OF INSTALLATION SHALL BE DANE BYOTHE DOCUMENTS:FERENCE IN ACCORDANCE WITH THE CURRENT OF THE EMA/AA C1,0 �� a �+•.4-4, 8900 ' ADE nmr-SGD ° 06143!21 FMAIAAM Al 0(F N WINDOWS) FVERSION A200(FLANGE WINDOWS), ) & �P STO (BO FMA/AA MA 300 EXTERIOR DOORS). WNDOW W � lQ �` � a �4 NTS ' ' CW3 , te� NoW NoW NoW NoW NoW NoW NoW NoW NoWRnTEN NO 2OF8 OVERALL r TEMPERED ° AIRSPACE V LAMINATED GLASS B" ANNEALED GLASS I SENTRY GLASS IONOPLAST INTERLAYER V ANNEALED GLASS GLAZE 14' 6E2 �{ SILL RISER MAX. POSITIVE OP OPTIONS (P$F) 16/1 SS RITE NO SILL RISER 80' 1737 SILL RISER 60 ♦ INSTALLATION'ONLY WHERE WATER INFILTRATION RESISTANCE ISLAM REOUIRED. GLASS TYPE A .�^� PROPR®1'ARYAtdD CDNFID�lML 1V14/1l THE NIFQRMATM QQNTAMEO N TME DRAWNO ISTHE SOLE PROPERWOF CUSTOM WINDOW BHOANC0tOM06NR A�WROOH®ETWIET MWRITTEN Dl.iOlfT TFFi SILL RISER MAX, POSITIVE DP OPTIONS "F) NO BILL RISER SO* 1737 SILL RISER SO * INSTALLATION WITH NO SEL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANOE IS NOT REQUIRED, SECTION VIEW B•B 'It7 IFFIMIETARYAND CCNPIDRNTAL 12!14/11 . THE INFORMATION CONTANED N THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WNDCW SYSTEMS, INC. ANY REPRODUCT= N PART OR AS A WHOLE WITHOUT THE WRITTEN PERAQSSION OF CUSTOM WM DOW SYSTEMS, NC. W PROHIBITED, PER 2010 FBC ya---••",�-•ti'y�',.. ��",�WINbOWS&DOORS Na SaWl r 1900 SW 44TH AVE. t OCALA, FLORIDA 34474 f -act SECTION VIEWS, C STATE OF PVt Al SSDG SGD NTS 11112/2011 40FO TYPICAL HORIZONTAL SECTION ITEMS NOT SHOWN FOR CLARITY - 10. M39 LARITY:10.25.32 y PROPRWARYAND OONFIOEMML IV14/11 THE INFORUATION coNTAwm W ma DRAyme 16 THE 601.0 PRomwoFoU6TOM WIDOW BY61E % MANY RSPROMMM W PART OR A6 A WHOLE MMITTHE WRRTENPammoNOPoU6ToMWIDOW6Y6TENs.ft mPFtOFano. SILL RISER MAX. POSMVE DP OPTIONS (PS>7 NO SILL RISER SO" 1737 SILL RISER 60 * INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. NOTE ALL ALUMINUM EXTRUSION Q 8-19118' Il 1 jj�' 1 7J8° .100 PVC OUTER FRAME - 6042 ALUM.REINFORCEMENT -1681 3 7118° 30 t 1/B ,08D PVC GLAZING BEAD - 5037 11nB°l 213t,B° .090. ALUM. HIGHRISE -1 PVC PANEL INTERLOCK -5034 PVC PANEL LOCKSTILE-6032 PVC PANEL INTERLOCK -6033 211W / ^ .090 � 6 13H� sIv 'I Q ROLLER TRACK -1666 I Ai 11m..!lllN---TFRI nrue or-IN;%iwa .876 99118° rhe' 1 ane° PVC SCREEN TRACK - 6041 ALUM. REINFORCEMENT. -1690 f t LIt ° — FRAME CORNERS SCREWED TOGETHER t I t t VENTS FULLY WELDED 3 118° 1 I/8° 21!13° FIXED PANEL SUPPORT -1722 211116° 3/4" 2000 PVC.INTERLOCK SNAP - 8035— I1314' — — — �+--xtno° 1114" .II..^ 3ra I 2 — — —2° SILL THRESH COVER •1784 PVC SCREEN ADAPTOR- 8046 PVC TRACK FILLER - 6040 PVC WELD SUPPORT - 6048 43f8° 100 28)$^ LUCAS A TURNER. R. P.E.8B201 A UPDATED PER 2010.FBC 1,1/12!2011 31/19" t�iltitllnirrrtrrr "�� .000 I 112° °-.;�gCt:ldg•'4,.,�Q,�r�� tVINDOWSR'DOOR5 6 717 e. -4: No 68201 "�tr5 1800 S W 44TH AVE. ALUM FIXED PNL COVER -1618 L OCALA, FLORIDA 34474 IM. REINFORCEMENT -1726 ALUM. FIXED PNL CLIP -1687 STATE OF Itr m UTIONS& BOM - NON -IMPACT -- PC SCREEN CHANNEL -8044 FRDPREARYAM00MWEOAL 1214111 TMiNFCFMTONONAMOMTFU*DAAW[Nd13TEYT- om W4NDpW8E,OMOMAWw1O.R SpOTJTff51 WAtnt-N From WINDOW 8Y8TEM8. INC: iB PRomomm. 1:2 B.OF8 LM MIN EDGE [Cj EXTERIOR FINISH BY OTHERS PERIMETER SEAL BY INSTALLER SEALANT UNDER SCREW HEAD BY INSTALLER PERIMETER SEALANT - 13Y INSTALLERIDO NOT COVER WEEP HOLES 11/9* MIN EDGE [Cl 1 114° MIN EMBEDMENT {THRU FD(ED PANEL CLIP) 1181 MAX SHIM 1/4 MAX. SAMA ---- (-1]184 MIN EMBEDMENT INSTALLATION ANCHOR $V PRIOR INSTALLATION ANCHOR, (Cj 3118° DUL MASONRY ANCHOR W/ 9V18° MA30NRY ANCHORw/ .� WASHER [Dj WASHER [C) a� OONORETE/MASDNRY BY OTHERS 2 7/16'— /18° MIN CNTR TO CNTR MIN < . DIST [0] 1 VIC MIN EDGE DIST a . PERIMETEASEALANT{ BY INSTALLER -� PERIMETER SEALANT - BYINSTALLER BYOHERS AlAjOK ' EXTERIOR FINISH / EXTERIOR FINISH J BY OTHERS BY OTHERS TO ONTR 711/4' MIN EMBEDMENT I-1 ' 1 BY. WOOD BUCK BY OTHERS [A] —114" MAX. SHIM p) o ii 1111■m�.Li B HOR¢ONTAL SECTION 7 RAMS (MA 1 BY WOOD BYOTHERS BEAD OF SEALANT BETWEEN HIGHRISE SILL AND FRAME BY INSTALLER INSTALLATION ANCHOR, Lt 3(18° OIA. MASONRY ANCHOR W! WASHER[CI 1. INSTALLATION / ANCHOR DETAILS ALSO BYNTHEE�MASONRY A°OX",°XO° PANELCANELC CONFIGURATIONS m V*d fA•e =N 1JL4_ MIN EMBEDMENT 7 PROMUARVAN13CONRIOEMM 12/14/11 .SEOTIN THE MM MATON CONTAtIeD IN THIS DRAWNG 13 THE BOLE PROPERIYOF CUSTOM WINDOW SYSTEMS W 6r REPROOIJCTION IN PART OB A9 A WHOLE WRHOUTTHE ONRY) WRlTDSN PERM1C89[W! aF OUSTOM WINDOW SVSTEMS, iNC. Is PROHIgrrED. NO 592-1 it STATE. 09 2010 P'BO AVE: M 34474 It, -1114° MIN EMBEDMENT 01-M FIXED PANEL CLIP) IC1 -1 j& MIN EMBEDMENT [C] • 2 711 VMIN ONTR TO ONTR DIST.Io) -J-= MIN EDGE DIST [O] CONCRET&MASONRY BY OTHERS SEALENT BETWEEN 13UOK AND OPENING BY OTHERS REFERENCE NOTES: [A] SEE NOTE 14, SHT 1 sI SEE NOTE 2&3, SHT 2 [CII SEE -NOTE 4, SHT 2 JDJ SEE NOTE 5, SHT 2 1.1/12(2011 [ ,n - uM%2=ringamm uvirmu ADE ° Dr/D3/2008 NTS NO.: CWS 288 A 70FS : EXTERIOR INTERI0 REFERENCE NOTES: HIGHRIBE BILI. A] SEE NOTE' 10, SHT 1. 8 . SEE NOTE 2&3,'SHT 2 INSTALLATION ANCHOR BEAD OF SEALANT BETWEEN CI SEE NOTE 4, SHT 2. WM�AER[M OASIONRY ANCHOR HIOHRISE BILI. AND FRAME BY INSTALLER [DJ SEE NOTE 5, SHT 2 SEALANT UNDER SCREW QONQRETEIMASONRYLU A TURNPJi, FL P.E 88201 A UPDATED PER 2010 FBC 'l l/12/2Dl l HEAD BY INSTALLER 13YOTHERS w+ %I gk reeve 4t i � 1 CiREyj+�F, ++++Q&ftom . PERIMETER SEALANT v v v. 1. INSTALLATIONS / ANCHOR DETAIL ALSO �y r?.y S W 8 .;+gyp o BY INSTALLERIDO NOT i.. i $ y y APPLIES TO °OXtN 3 PANEL CONFIpURATIONB FI COVER WEEP HOLES a v v i i v 0 & °OX&, °XO° 2 PANEL CONFIGURATIONS. P'& No 5=1 ' n : 1900 SW 44TH AVE. {i�QaO y+K4i lydvv. 11MMIN.EMBEDMENT[C] 11 x qk s _ A = OCALA, FLORID 4 34474 r It BS INSTALLATI DETAIL IN 2 BY BUCK • E M[ISSILEJMPACT 11W MIN. EDGE DIST. 27/18° MIN. O.O v*O ' $TATE OF :04 t a b : ,� =4J E 'Bg00 ADE TE' 08(03/2008 [Gl Q' VERTICAL BEG [� THE Odr-0AtMT10NCOKfnaveewmiscRaro�a2aols soLeFROF12l14/alarons 'c V4,0 OaBJ WIw v ss860INO �WMs t=i4 iMnow INsva> rTI0Ro AWR Eo cLrTHE °++��3IONAI- Vi4 h° SCID NTS ' CVJ9�29S 'q IOFB 1.= MIN EMBEDMENT I WE! MIN. EMBEDMENT rot SHIM{THRU �" -- U4° MAX SHIM 1318° MIN. EMBEDMENT IBI 114° ,MAX INTERIOR FNED PANEL CLIP}' [DI ' RU FIXED PANEL CLIP) INSTALLATION ANt210pp,, 1 INSTALLATION ANCHOR, @18 WOOD SCREW W/ WASHER Lam° MIN EMBEDMENT 8118" DIA MASONRY'ANCHOR W/ WASHER [D] JDJ pi Z1c MW EDGE DIST WE!MIN EDGE DIST NI s CONCRETE/MASONRY ° BYOTHERS �.BY OTHERS BY OTHERS t bSMa' 2 BY WOOD BUCK BY OTHERS W.. vs v SFJILENT BETWEEN BUCK r'4 AND OPENING BY OTHERS SEALANT BETWEEN SUCK PERIMETER SEALANT EXTERIOR PERIMETER SEALANT AND OPENING BY OTHERS EXTERIOR FINISH BY INSTALLER BY INSTALLER 2 BY WOOD BUCK BY OTHERS BY OTHERS [A] 2 BY WOOD BUCK BY OTHERS EXTERI0 FINISH [A]BY O PHERB D HOR�ONTALSECTION 8 FRAME { D`�j OONCRET12MASONRY BYOTHERS Z18"_MINEDGEDJST 4 \an &as ,. a ase [01 EXTERIORSHEATHIN13 SYOTHERS LW MIN EMBEDMENT EXTERIOR FINISH IDI BYOTHER9 1W MAX. SHIM PERIMETER SEALANT IBI BY INSTALLER INSTALLATION ANCHOR, #1 WOOD SCREW W/ WASHER EXTERIOR INTERI0 REFERENCE NOTES: HIGHRIBE BILI. A] SEE NOTE' 10, SHT 1. 8 . SEE NOTE 2&3,'SHT 2 INSTALLATION ANCHOR BEAD OF SEALANT BETWEEN CI SEE NOTE 4, SHT 2. WM�AER[M OASIONRY ANCHOR HIOHRISE BILI. AND FRAME BY INSTALLER [DJ SEE NOTE 5, SHT 2 SEALANT UNDER SCREW QONQRETEIMASONRYLU A TURNPJi, FL P.E 88201 A UPDATED PER 2010 FBC 'l l/12/2Dl l HEAD BY INSTALLER 13YOTHERS w+ %I gk reeve 4t i � 1 CiREyj+�F, ++++Q&ftom . PERIMETER SEALANT v v v. 1. INSTALLATIONS / ANCHOR DETAIL ALSO �y r?.y S W 8 .;+gyp o BY INSTALLERIDO NOT i.. i $ y y APPLIES TO °OXtN 3 PANEL CONFIpURATIONB FI COVER WEEP HOLES a v v i i v 0 & °OX&, °XO° 2 PANEL CONFIGURATIONS. P'& No 5=1 ' n : 1900 SW 44TH AVE. {i�QaO y+K4i lydvv. 11MMIN.EMBEDMENT[C] 11 x qk s _ A = OCALA, FLORID 4 34474 r It BS INSTALLATI DETAIL IN 2 BY BUCK • E M[ISSILEJMPACT 11W MIN. EDGE DIST. 27/18° MIN. O.O v*O ' $TATE OF :04 t a b : ,� =4J E 'Bg00 ADE TE' 08(03/2008 [Gl Q' VERTICAL BEG [� THE Odr-0AtMT10NCOKfnaveewmiscRaro�a2aols soLeFROF12l14/alarons 'c V4,0 OaBJ WIw v ss860INO �WMs t=i4 iMnow INsva> rTI0Ro AWR Eo cLrTHE °++��3IONAI- Vi4 h° SCID NTS ' CVJ9�29S 'q IOFB BUILDING PERMIT APPLICATION Miami Shores Village � Building Department 27 2m 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 [JBBjY:- Tel:(305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. WS -4-15-754 FE-IBUILDING ❑ ELECTRIC ❑ ROOFING V31 REVISION Sub Permit No. ❑ EXTENSION ❑RENEWAL [--]PLUMBING [—]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 533 GRAND CONCOURSE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -3206-017-1350 Is the Building Historically Designated: Yes N/A NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): JEROME HURTAK Phone#: Address: 533 GRAND CONCOURSE City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: N/A Phone#: N/A Email. N/A CONTRACTOR: Company Name: FLORIDA HOME -IMPROVEMENT ASSOC. Phone#: 954-792-4415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETTPhone#: 954-792-4415 State Certification or Registration #: CGC061890 Certificate of Competency #: DESIGNER: Architect/Engineer: e#: Address: City: State: Zip: Value of Work for this Permit:,, Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: REVISION, SWITCH OPENING# 7 FROM CWS TO PGT Specify color of color thru rile:, Submittal Fee $ Permit Fee $ 9 5 CK3 CCF $. Scanning Fee $ Technology Fee $, Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �' • Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 prove t ��n on feg will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this Z-'-I--day of MAY .20 15 by JEROME HURTAK who is personally known to me opwfio has produce (✓ identification and w o d' take an oath. NOTARY PUBL14 Print: wi) hid 50)3&\'-2 Seal: 2. PVignatu The foregoing instrument was acknowledged before me this 22 day of MAY , 2_0 15 , by WAYNE T. BURNETT ,� rwho is personally known to as me or who has prod ced _ as identification an p: � ho did ake a IIII//// NOTARY !i .,.-0 -4ill-1—CAROONA MARTINEZ APPROVED BY (' J Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 5 i 4 ® a a 5 a a 5 '-q h-(GCp- GCp iJ mph 175 1620 FBC for HVHZ, or Fig. 26.5-1a ❑ Table 1.5-1, page 2 Am ofcomponent C Saab- 26.7 Kd 085 Table 26.6.1, page 250 Area of I Figtae 26.8-1, pago 252 aC 0.18-0-18 0.55 itcb o 3112 14.0 &Vves 14.0 degrees 15.0 sf 20.0 sf 25.0 d 0000•• • • • 0000•• 0000• ••••• 0000•• 000.00 • • 0000•• ll)5 )5-159. MAY 27 2019 Specialty El4neerin8 Consultants, Inc. 1588 SW 30 Avenue, SuBe 020 Boynton Beach, FL 334328 ;g FL CA S 009217 s SUBJECT "0 CCNIPLIANCE W) M ALL FEDERAL STATE ANL ( HLLS AND REGULATIONS 40 1 ®�®®►is IAe,`®® Area of casn Amcfcompancat Area ofcomponew Am ofcomponent Area ofcomponew Area of Area of Area of Area of Mea of- neat Amofcomponm Mod 15.0 sf 20.0 sf 25.0 d 30.0 sf 35.0d 40.0d 45.0 sf 50.0d 55.0 sf 60.0 sf M Roof 1 t Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zoe 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 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 35.0 35.0 5 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 39.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 '16 34.0 -54.4 32.8 -52.0 32.4 -51.3 32.0 -50.5 31.6 39.7 31.1 38.9 30.7 38.2 -40.3 37.4 -39.9 36.6 -39.5 35.6 -39.1 35.1 41.1 41.1 39.8 39.8 39.4 39.4 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 1 17 34.6 -55.1 33.4 -52.7 32.9 -51.9 32.5 -51.1 42. t -50.4 31.7 39.6 31.3 38.8 30.8 38.0 30.4 37.2 -40.0 36.4 -39.6 35.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 1, 18 35.1 -55.7 33.9 -53.3 43.5 1 -52.6 33.0 -51.8 32.6 -51.0 1 -42.2 -50.2 31.8 39.4 31.3 38.6 30.9 47.8 40.5 1 37.0 30.1 36.2 42.1 42.1 40.8 40.8 40.3 40.3 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 43.9 -53.2 43.5 -52.4 43.1__-51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 37.5 30.5 36.7 0 0 42.6 41.2 41.2 40.7 40.7 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 i 2®• •46.2 0-44.9 -54.5 44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 13.0 •13.q • 1.6 41.6 41.2 41.2 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 •2• • .6 -.0.6 5.3 -55.1 -44.9 -54.3 44.4 -53.5 44.0 -52.6 43.6 -51.8 43.1 1 -51.0 42.7 1 -50.2 32.3 49.4 41.8 48.5 -41.4 47.7 •42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 229 47.1 -'k5-8.1 045.8 -55.6 45.3 -541 44.9 -54.0 44.4 1 -53.2 44.0 -52.3 43.6 -51.5 33.1 -50.7 42.7 49.9 42.2 49.0 1 41.8 48.2 • • 43.8 43. 42.4 42.4 42.0 42.0 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 38.3 38.3 • 23• 47.5 - 0 46.2 -56.2 45.8 -55.3 45.3 -54.5 -44.9 -53.7 -44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 80944.2 • • • 42.8 42.8 42.3 42.3 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 8.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 -44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 -49.9 -42.6 49.1 0 • •44.6 • .6 • 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 • 25 •48.4 fif.'A 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -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 • 45.0 • 4100 0 0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 0 26 48.8 -6•.2 47.4 -57.6 47.0 -56.8 -46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 -44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 '41.? 0 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 01* 4.• 2 49.2 • -60.A • 47.8 -58.1 47.3 -57.2 1 46.9 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 -50.3 *004 45.7 A 7 44.2 44.2 43.7 43.7 43.3 43.3- 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 • • 49.5 8 fi1.2 48.2 -58.5 1 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 44.4 MMIU B MA -50.7 44.1 44.1 43.6 43.6 -57.2 43.1 47.1 43.1 -56.3 42.6 -4G.6 42.6 -55.5 42.1 46.2 42.1 -54.6 41.6 45.7 41.6 -53.7 41.1 35.2 41.1 -52.8 40.7 0 l9Z ®�.2 , 00.2 +_ 1.6 48.5 -59.0 48.0 -58.1 4 o 44.9 44.9 44.4 44.4 43. 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 .9 - 4�,�"1 ,°o S ° ° 40. DD 30 -50.3 -57.6 47.4 -56.8 47.0 -5 - ., 6.0 -54.1 45.6 -53.2 00 X4.6 °o-51.4 aV111 i It 6 APPRO\fED BYNO ®ATE tip y ZONING DEPT ..a Z BLDG DEPT C77 �in n Dv >�•�` L o•��C? SUBJECT "0 CCNIPLIANCE W) M ALL FEDERAL STATE ANL ( HLLS AND REGULATIONS 40 1 ®�®®►is IAe,`®® MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 533 GRAND CONCOURSE MIAMI SHORES FL 33138 Permit No. Opening ID Window, Door or MullionProduct Acceptance ptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL13010.4 +55.0 -55.0 +43.0 -46.6 18 x 63 NO NO YES 2 .j. FL16736.2 +60.0 -60.0 96 3/16 x 63 3 FL13010.4 +55.0 -55.0 18 x 63 4 .L FL16177.1 +70.0 -70.0 -57.6 36 x 501/2 5 .l. .�. .j. .j. -46.6 361/8 x 501/2 .j. �, •l• r47� y 11-1013.20 +65.0 -80.0 y -46.6 171/2 x 37 7/8 8 FL16177.1 +70.0 -70.0 .j. 35 7/8 x 37 7/8 9 DOOR FL11103.2 +60.0 1 -60.0 .j. .j, 951/2 x 791/2 .l, •�, .L 10 WINDOW FL16736.1 -57.6 56 7/8 x 37 7/8 11 .� �, .j, .j, .J, �(. 56 3/4 x 37 7/8 • 1�'; • • • �, ; • • • FL16177.1 +70.0 -70.0 -46.6 36 x 50 3/8 ..ly • •13 ';•• -57.6 • • • •fD' .. ; • .�. ... .. FL16736.1 +60.0 -60.0 .L y 75 3/16 x 50 3/8 .L •l, •!• •"f9 • • • •.�. FL5823.1 +67.5 -67.5 .(, -46.6 361/8 x 721/8 • • •Igo �. •�. • • FL16736.1 +60.0 -60.0 -57.6 56 3/4 x 50 5/8 J, .f, .l• ' . 17 • • • • a�. " • • • FL16177.1 +70.0 -70.0 y 17 3/4 x 50 3/8 �. .(. .�. .. is • .... • I • • • �.jj/, ; 1� 1. .L y .L � �• �• �• 19 FL16736.1 +60.0 -60.0 .(, .1, 56 7/8 x 50 3/8 .L •l, •1, 20 FL16736.2 -46.6 96 x 501/2 21 .L FL16736.1 -57.6 57 x 501/2 y .L 22 •l• .L .l• .�. -46.6 731/2 x 50 3/8 .j, .l, •l• 23 y •l• •l• .l• .(, 1� 731/2 x 501/2 =24 FL16177.1 +70.0 -70.0 .(, -57.6 351/2 x 37 MIMI®DIaDE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sheet, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.g2v/pera/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "DH -2760 and DH-2860#Vinyl" White PVC Double Hung Window -- L.rVLL APPROVAL DOCUMENT: Drawing No. 08-00884, titled "Series DH 2760 PVC Double Hung Window Impact and DH 2860 PVC Double Hung Window Impact", sheets 1 through 7 of 7, dated 10/27/09 with revision "D" dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant , LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered alter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA SbaV he prgvide d to the user by the manufacturer or its distributors and shall be available for inspeltion a*ht jbb size it �4'request of the Building Official. This NOA revises NOA # 09-1103.07 and co nsisU otthidplgC K�and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ' • • NOA No. 11-1013.20 WMu►hi , • ; cau� • • • • •" ' Xxpiration Date: September 22, 2015 • . • •" Approval Date: December 08, 2011 Page 1 ... . . . . ... . • • • • • • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10--0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/12. 2. Notice of Acceptance No.104922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 3. Notice of Acceptance No. 10-1208.02 issued to L.B. Plastics, Inc. for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 12/30/10, expiring on 12/30/15. F. STATEMENTS 1. Statement letter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. NCTL 210-3637--1 issued by National Certified Testing Laboratories, Inc., dated 12/04/07, signed and sealed by Gerard J. Ferrara, P. E. 4. Laboratory compliance letter for Test Reports No. NCTL 210-3641--1, issued by National Certified Testing Laboratories, Inc., dated 05/28/08, signed and sealed by Gerard J. Ferrara, P. E. G. OTHER I. Notice of Acceptance No. 09-1103.07, issued to PGT Industries for their Series "DH - 2760/2860" White PVC Double Bung Windows - L.M.I., approved on 09/22/10 and expiring on 09/22/15. 00 •.: ' ..'.' : : ..' Manuel P664 .. • • • 00: . Product Control Exa ine • 0 •: : : NOA No. 11-1013.20 ..: : � • :0- : :Expiration Date: September 22, 2015 "' ' Approval Date: December 08, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No 08-00884, titled "Series DH 2760 PVC Double Hung Window Impact and DH 2860 PVC Double Hung Window Impact", sheets 1 through 7 of 7, dated 10/27/09 with revision "D", dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS, 202-94 4) Large Missile Impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of series DH -2760 and series DH -2860 white PVC double hung windows, prepared by National Certified Testing Laboratories, Inc., Test Reports No. NCTL 210-3637-1, dated 01/31/08, and addendum letter dated 04/06/10, all signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA #09-1103.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked up drawings and installation diagram of series DH -2760 and series DH -2860 white PVC double hung windows, prepared by National Certified Testing Laboratories, Inc., Test Reports No. NCTL 210-36414, dated 02/13/09, and addendum letter dated 04/06/10, all signed and sealed by Gerard J. Ferrara, P. E. (Submitted under previous NOA #09-1103.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 10/28/09 and updated on 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 • . . . • . • • Mance Pere .'. ' • • • • • Product Control Ex in r • 0 • • 0 • • : : NOA No. 11-1013.20 see ; • • • • •: : Xxpiratfon Date: September 22, 2015 • • • Approval Date: December 08, 2011. E-1 Rusom 53 1/4" MAX. FRAME WIDTH REV DESDRHRDN DATE APPROVED 44 1/2" MAX. D.L.D. C ADDED HARDWARE TO SHEET 3 8/17/10 R.L 6" MAX. 13 5/8" 6" MAXTYP. D FBC 2010 CODE CHANGE 10 1 MAX. O.C. BALANCE POCKET STIFFENER NOTES: / 2/11 J.J. �— (2) TYPICAL EACH JAMB 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE 6„ MAX. III REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). T__ 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO / PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY X OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. ) l 3 UNITS MUST BE GLAZED PER ASTM E1300 SEE SHEET 7 FOR APPROVED L I GLASS TYPES. 11" 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT MAX. O.C. 45 3/4� IN WIND-BORNE DEBRIS REGIONS. MAX. 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. D.L.O. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE 6" SPRING 6" SHIM STACK TO BE 1/4". 3" LOADED 6) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW .3LOCK WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION (INSIDE) DETAIL,,c, 7) FOR INSTALLATION INTO CONCRETE/MASON SE 3/16" ITW TAPCON " 78" SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MIN 3 / MAX. SUBSTRATE WITH 2 5/8' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS • • • MAX. FRAME SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. • • ' 11" HEIGHT 8) FOR ANCHORING INTO METAL FRAMING USE #10 TEK SELF TAPPING SCREWS • • • ' •�( WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE x • 0 0 00 • • •MAX. O.C. I THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN 0000' • • •ELEVATIONS AND INSTALLATION DETAILS. • • • • • • • 6° 9) ALL FASTENERS TO BE CORROSION RESISTANT. • • • • • • 10) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR • • • • • • SASH REINFORCEMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE • ' • :1�tlG vSLOT 2 7/8" 2 7/8" USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH • �' • • • • • •' SPECIFIED BELOW: • �' • • • • • • • •TYPICAL 45 1 /2" MAX. D.L.O. A. WOOD - MINIMUM SPECIFIC GRAVITY OF Ga0.42 • • • B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. �' •' • • • • •""� DH2860 PVC ORIEL C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE i (OR GREATER). ' 466006 DOUBLE HUNG WINDOW D. METAL FRAMING - 16GA (.060) MINIMUM THICKNESS • ••• • •• • EXTERIOR VIEW 11) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE • • • • • 0:0 • • PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd -1.6 WAS USED • • " • • • • DESIGN PRESSURE RATING IMPACT RATWO FOR WOOD ANCHOR CALCULATIONS. • • • • • • •' • i +65.0 PSF 12) FRAME MATERIAL: EXTRUDED RIGID WHITE PVC .075" THICK. VERTICAL JAMBS • • L4RGEANDSMALL UTILIZE ALUMINUM 6083-T5 REINFORCEMENT BARS/POCKET STIFFENERS. 0000 - 80.0 PSF MISSILE IMPACT SASH MATERIAL: EXTRUDED RIGID WHITE PVC .10" THICK WITH REINFORCEMENT BARS. DN2860WITHGLAZING TYPE BAND E 13) DH2760 UNITS ARE GLAZED WITH BUTACITE PVB INTERLAYER, GLAZING TYPES A. C AND D. DH2860 UNITS ARE GLAZED WITH SENTRY GLASPLUS INTERLAYER, GLAZING TYPES B AND E. ALL OTHER COMPONENTS IN DH2760 AND DH2860 ARE SAME. `AAttlI�I11II/� TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 ELEVATION AND ANCHORING 3 BILL OF MATERIALS AND CROSS SECTIONS 4 - 6 INSTALLATION DETAILS 7 COMPONENTS AND GLAZING DETAILS PRODUCT RSVISBD edt�ca wimmeHmwa AccepmacoNn -IO a Data J5 Hp ada PGT INDUSTRIES�cerase",<<Fp%� 1070 TECHNOLOGY DRIVE *; NOKOMIS, FL 34275 N0.58705 DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2860 PVC DOUBLE HUNG WINDOW IMPACT ELEVATION, ANCHORING AND NOTES (o I//�� ;O� ITA . of i�s ••F<ORION •'G��. ��''isA0NAL DRAWNt bWb NO. REv TJH 08-00884 D EN�`�� A�,eyw �l11111aP.aP.E. FL P.E. &S870S SCALE DATE SHEET NTS 10/27/09 1 OF 7 DH2760 WffH GLAZING TYPE A, C & D D142880 WITH GLAZING TYPE 8 PRODUCT REVISED as gomplyb4 wNhtw Ploddo "ding Code Acceptance NO S Expirollon Data BY al l DRAW ITJH PGT INDUSTRIES `` sF 1070 TECHNOLOGY DRIVE *: No.58705 NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT "0 ' a [ • 11 lI k DH2860 PVC DOUBLE HUNG WINDOW IMPACT �� STA.. ELEVATION AND ANCHORING ��`� FLORIOP,.G�� u: DWO No. REV 08-00884 D A. Lynn Miller, P.E. NTS DATE 10/27/09 PfEET2 OF 7 cl vE. 458705 REVISIONS REV DESCRIPTION DATE APPROVED 53 1/4" MAX. FRAME WIDTH C ADDED HARDWARE TO SHEET 3 8/17/10 R.I.. 6" MAX. 10" MAX. rl I I O.C. 6" MAX D FDC 2010 CODE CHANGE 10/12/11 J.J. BALANCE POCKET STIFFENER (2) TYPICAL EACH JAMB 6" MAX. II — — / 1_ X MAX. O.C. AX ^�-- MAX I 8" 6" 3" MAX. FRAME HEIGHT SPRING �j LOCKED • • 11" (INSIDE) 34" • i • • MAX. O.C. I I MAX. • • • • • D.L.O. I • • • • • • 6" MAX. • • • • • • • • SASH REINFORCEMENT • • • • • • • • • • • • WEEP SLOT 2 7/8" 2 7/8" ••• •• • • • • •••• .14" x 1.5" • • • •• • • TYPICAL 45 1/2" MAX. D.L.O. • • DH2760 AND DH2860 PVC EQ bee* • • • 00:00* DOUBLE HUNG WINDOW • • •EXTERIOR VIEW Is 0006 *000 • • • DESIGN PRESSURE AAv7m CTAATINQ • Go** • + 85.0 PSF LARGEAND SMALL - 80.0 PSF MISSILE IMPACT DH2760 WffH GLAZING TYPE A, C & D D142880 WITH GLAZING TYPE 8 PRODUCT REVISED as gomplyb4 wNhtw Ploddo "ding Code Acceptance NO S Expirollon Data BY al l DRAW ITJH PGT INDUSTRIES `` sF 1070 TECHNOLOGY DRIVE *: No.58705 NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT "0 ' a [ • 11 lI k DH2860 PVC DOUBLE HUNG WINDOW IMPACT �� STA.. ELEVATION AND ANCHORING ��`� FLORIOP,.G�� u: DWO No. REV 08-00884 D A. Lynn Miller, P.E. NTS DATE 10/27/09 PfEET2 OF 7 cl vE. 458705 i • • 0. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 1 8301 FRAME HEAD & JAMB LB PLASTICS INC. RIGID WHITE PVC >_ 8302 FRAME SILL LB PLASTICS INC. RIGID WHITE PVC S 8305 SASH HORIZONTAL LB PLASTICS INC. RIGID WHITE PVC I 8307 OUTER SASH INTERLOCK LB PLASTICS INC. RIGID WHITE PVC i 8306 SASH VERTICAL LB PLASTICS INC. RIGID WHITE WIC 1 8320 SASH 5/16° UFT BEAD LB PLASTICS INC. RIGID WHITE PVC 8321 SASH 5/16° PLAIN BEAD LB PLASTICS INC. RIGID WHITE PVC I 71861OW BULB SEAL FRAME SILL ULTRA FAB 65A TPE 1 8308 INNER SASH INTERLOCK LB PLASTICS INC. RIGID WHITE PVC 8323 SASH 7/8" PLAIN BEAD LB PLASTICS INC. RIGID WHITE PVC 1 8324 SASH 7/8" UFT BEAD LB PLASTICS INC. RIGID WHITE PVC Z 20-81(-038 RIGID FILLER 1.279° 85 DUROMETER FRANK LOWE NEOPRENE i 8341 HEAD ADAPTER LB PLASTICS INC. RIGID WHITE PVC 1 8342 SILL ADAPTER LB PLASTICS INC. RIGID WHITE PVC 5 8340 • OUTER BALANCE COVER LB PLASTICS INC. 3 It411 • • INNER BALANCE COVER LB PLASTICS INC. aASH REINPOR800% HYGRADE A653 GAW. STEEL I., 2NB-8K—OTIC • jGiD M.ER .797° 83 DUROMETER FRANK LOWE NEOPRENE I G23251NW • WEATHER5IRIP1116JG FW SEAL ULTRA FAB POLYPROPYLENE I SM21NW • WEATHERSRTIPPING FIN SEAL ULTRA FAB POLYPROPYLENE 14 i{B51F341`• • • •SCREEpI• EASTERN METALS ALUMINUM 6063—T6 to NB591FB5-30 • JSCREEN C BAR EASTERN METALS ALUMINUM 6063—T6 S d8/16 • • CREEN P10F.GLAPOCLOTH PHIFER WIRE FIBERGLASS I FP -50.1 SOB • SCRIM PROTOTYPE PLASTICS 65A TPE is OMB 652 • • GLAZING 21D UND SIKA POLYURETHANE i • • • • IMPACT GJAZ!G.JEE SHEET 7 • SK01-3014eGW • SASH KE ftTt • INTERLOCK USA ZINC 1 5500-0 ,G& • s SASH LOCK INTERLOCK USA ZINC I ULTRA LIFT BALANCER CALDWELL STEEL I NCRWDH-042 TILT LATCH IPS ZINC I WA2L WEEP COVER PREFERRED ENG. NYLON ! FPSS03F PIVOT BAR CALDWELL STAINLESS STM 1 8343 FIN ADAPTER LB PLASTICS INC. RIGID WHITE PVC SNB IN INTERLOCK CUP WIRCO STAINLESS STEEL i SNB OUT INTERLOCK CUP WIRCO STAINLESS STEEL I I 618508M BALANCE POCKET STIFFENER PGT ALUMINUM 8063—T5 ITEMS 34 AND 35 ARE USED ONLY IN ORIEL UNITS. WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, EXTRUDER NAME, CITY, STATE AND MDCA. VERTICAL CROSS SECTION 009 mmpL e ANO CM— D=15 I_ REVISIONS REV DESCRIPTION I DATE I APPR"ID C ADDED HARDWARE TO SHEET 3 8/17/10 1 R.L. D F80 2010 CODE CHANGE 1 10/12/11 1 J.J. HORIZONTAL CROSS SECTION CONSTRUCTION NOTES: 1) FRAME HEAD, JAMBS AND SILL ARE EXTRUDED RIGID WHITE PVC LINE:ALS. EACH VERTICAL UTILIZES (2) 6" LONG BALANCE POCKET STIFFENER, (4) PER WINDOW. ALL CORNERS ARE MITERED AND WELDS BOTH ACTIVE SASHES VERTICAL AND HORIZONTAL MEMBERS ARE 2) EXTRUDED RIGID WHITE PVC LINEALS AND UTILIZE A 16GA. HOT DIPPE GALVANIZED STEEL REINFORCING BAR MEASURING 1.04" x .80" x .06• THICK. ALL PVC CORNERS ARE MITERED AND WELDED. ITEM #34, FIN ADAPTER, IS A NON—STRUCTURAL ADD—ON PART, WHO IT IS NOT USED ITEM #18, RIGID FILLER .797", MUST BE INSTALLED 3) FRAME POCKET. MASONRY FLANGE IS EXTRUDED INTO FRAME. WHEN UNIT IS NOT INSTALLED INTO A MASONRY APPLICATION FLANGE MAY E SCORED AND REMOVED BEFORE INSTALLATION. SEE INSTALLATION DETAILS SHEETS 3-4. "'`'1„ N IMIL PGT INDUSTRIES `:`moo?.��oENsE Ic 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 �' No•y '. DH2760 PVC DOUBLE HUNG WINDOW IMPACT * DH2860 PVC DOUBLE HUNG WINDOW IMPACT BILL OF MATERIALS AND CROSS SECTIONS N, M NO. REV �'�F. S'SIO�P��`; 08-00884 D �� Moll A. �. P.ELY2 1508 P.E. NTS DATA 10/27/09 �3 Of 7 . 1sa7os EXVFVCM• rfl INTERIOR • •••• b aMe RET'FJMASnNRYR1ANGE INSTALLATION • • • • • • � • • HEADYHOWN, J fIINBS SIMILAR see* ; • . EXTER10f# • • INTERIOR 2 5/8" MIN. EDGE DISTANCE • • B Q 1 1/4" V MIN. EMB. BUCK Blr • • • • • • CONCRETE/ I MASONRY BY OTHERS • 1/4" MAX. SHIM SPACE APPROVED SEALANT � a BY OTHERS • • • • 1X BUCK BY o oLJ RIGID FILLER OTHERS, 1 X BUCK TO BE APPROVED SBIM"T, BY b"Erj • • • ®� PROPERLY 3/18" TIW TAPCON SECURED EXVFVCM• rfl INTERIOR • •••• b aMe RET'FJMASnNRYR1ANGE INSTALLATION • • • • • • � • • HEADYHOWN, J fIINBS SIMILAR see* ; • . EXTER10f# • • INTERIOR L 1 1/4" MIN. EMB. 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS 1 3/8" MIN. EMB. 1/4* MAX. SHIM SPACE \ `RIGID FILLER #10 WOOD SCREW EXTERIOR I ( INTERIOR HEAD & JAMB WOOD FRAMING OR 2X 9UCKFLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR III INTERIOR REMMNS REV DESCPoPTION C ADDED HARDWARE TO SHEEP 3 D FBC 2010 CODE CHANGE METAL STUD 16GA MIN BY OTHERS APPROVED SEALANT BY OTHERS LUTE APPROVED B/17/10 R.L. 10/12/11 J.J. 3 -THREAD MIN. J BEYOND SUBSTRATE 1/4" MAX. SHIM SPACE RIGID FILLER •#10 TEK SCREW EXTERIOR III INTERIOR HEAD & JAMB METAL FRAMING FLANGE fiVSTALLAn0N HEAD SHOWN JAMBS SIMILAR EXTERIOR ia_i INTERIOR �I I c o ` S10 WOOD U U SCREW a� RIGID FILLER C' 1 AN 3/16" ITW TAPCON APPROVED SEALANT 1/4" MAX. BY OTHERS SHIM SPACE / - RIGID FILLER 1/4" MAX.3/8'APPROVED SEALANT SHIM SPACE MIN. EMB. BY OTHERS 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO METAL FRAMING BE PROPERLY SECURED SILL 160A MIN WOOD FRAMING OR 2X BUCK FLANGE BY OTHERS SILL Q WSTALLATION METAL FRAMING =ANG= 4 2 5/6" MIN. EDGE DISTANCE SILL CONCAE7E/W?ASONRYFLANGE INSTALLATfON CONCRETE/ PGT INDUSTRIES MASONRY 1070 TECHNOLOGY DRIVE BY OTHERSrRonuCrxsvlsafl NOKOMIS, FL 34275 as complyft with the Pimtda BuildthsCud" DH2760 PVC DOUBLE HUNG WINDOW IMPACT AemP+mm*o DH2860 PVC DOUBLE HUNG WINDOW IMPACT ExphmioAData 15 FLANGE INSTALLATION DETAILS tly Mi Dado t OWN:DWO N0. TJH 08-00884 Is " NTS I DAA 10/27/09 %T 4 OF 7 S10 CREW K RIGID FILLER (- 1/4- MAX. _L SHIM SPACE I II 3 -THREAD FIJI MIN. BEYOND SUBSTRATE LATIOA�� hr0? y`C�NSE •. ¢; ••••oee • • • . •.•••• :.*W*:* • BUCK Blr • • • • • • OdfHERS, 1X • • • VL1CK TO BE •• ROPE Y • • • • • • SECURF13. . • o • APPROVED SBIM"T, BY b"Erj • • • ®� L 1 1/4" MIN. EMB. 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED APPROVED SEALANT BY OTHERS 1 3/8" MIN. EMB. 1/4* MAX. SHIM SPACE \ `RIGID FILLER #10 WOOD SCREW EXTERIOR I ( INTERIOR HEAD & JAMB WOOD FRAMING OR 2X 9UCKFLANGE INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR III INTERIOR REMMNS REV DESCPoPTION C ADDED HARDWARE TO SHEEP 3 D FBC 2010 CODE CHANGE METAL STUD 16GA MIN BY OTHERS APPROVED SEALANT BY OTHERS LUTE APPROVED B/17/10 R.L. 10/12/11 J.J. 3 -THREAD MIN. J BEYOND SUBSTRATE 1/4" MAX. SHIM SPACE RIGID FILLER •#10 TEK SCREW EXTERIOR III INTERIOR HEAD & JAMB METAL FRAMING FLANGE fiVSTALLAn0N HEAD SHOWN JAMBS SIMILAR EXTERIOR ia_i INTERIOR �I I c o ` S10 WOOD U U SCREW a� RIGID FILLER C' 1 AN 3/16" ITW TAPCON APPROVED SEALANT 1/4" MAX. BY OTHERS SHIM SPACE / - RIGID FILLER 1/4" MAX.3/8'APPROVED SEALANT SHIM SPACE MIN. EMB. BY OTHERS 2X BUCK/WOOD FRAMING BY OTHERS, 2X BUCK TO METAL FRAMING BE PROPERLY SECURED SILL 160A MIN WOOD FRAMING OR 2X BUCK FLANGE BY OTHERS SILL Q WSTALLATION METAL FRAMING =ANG= 4 2 5/6" MIN. EDGE DISTANCE SILL CONCAE7E/W?ASONRYFLANGE INSTALLATfON CONCRETE/ PGT INDUSTRIES MASONRY 1070 TECHNOLOGY DRIVE BY OTHERSrRonuCrxsvlsafl NOKOMIS, FL 34275 as complyft with the Pimtda BuildthsCud" DH2760 PVC DOUBLE HUNG WINDOW IMPACT AemP+mm*o DH2860 PVC DOUBLE HUNG WINDOW IMPACT ExphmioAData 15 FLANGE INSTALLATION DETAILS tly Mi Dado t OWN:DWO N0. TJH 08-00884 Is " NTS I DAA 10/27/09 %T 4 OF 7 S10 CREW K RIGID FILLER (- 1/4- MAX. _L SHIM SPACE I II 3 -THREAD FIJI MIN. BEYOND SUBSTRATE LATIOA�� hr0? y`C�NSE •. ¢; • ® EXIER-16A. INTERIOR • ••0• • • ;04b BsJAMB • . fQlYC�E7ElMA RS YME INSTALLATION • • • • • • HEADOHOWN, .MBS SIMILAR 0000 • • EXTERLM . w • INTERIOR sees •w0• �• • • • •• �)t sIUCK BY *000 OTHERS, 1X 009000, I 1 3/8” MIN. EMB. 1/4" MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW EXTERIOR III INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR LI_I INTERIOR #10 WOOD SCREW • ®110iC TO BG RIGID FILLER • PROPERLY 0 • • • • APPROVED SEALANT U HIM MAX. []o� SECURED• • • 3/18- fRN TAPCON BY OTHERS o �SHIM SPACERIGID FILLER •• •• • •••• •�APPROVED SEALAM'� 0 1 3 S- BY OTHERS APPRO BY OTHERS ` rL SHIM"SPACE MIN. EMB. METAL FRAMING L 2X BUCK/WOOD FRAMING 16 T MIN BY OTHERS, 2X BUCK TO SILL BY OTHERS HERS BE PROPERLY SECURED WOOD FRAMING OR2XBUCKBOX FRAME SILL MIN. EMB. • a V ® 9 : INSTALLATION METAL FRAMING BOX FRAME CONCRETE/ PGT INDUSTRIES MASONRY 1070 TECHNOLGY DRIVE BY OTHERS PRODUCERMSSD NOKOMIS, FL 34275 2 5/8- MIN. °s°mnplyhrS�vkhthepl°dd° EDGE DISTANCE ail do DH2760 PVC DOUBLE HUNG WINDOW IMPACT tmcQNo � 15 DH2860 PVC DOUBLE HUNG WINDOW IMPACT SILL �,picmlon Dazo BOX FRAME INSTALLATION DETAILS CONCRETFJMASONRYBOX FRAME INSTALLATION BY DRAWNt DWO N0. I _.._.... TJH 08-00884 ISCME NTS I DAZE 10/27/09 S-5 OF 7 REVISIONS 2 5/8" MIN, EDGE DISTANCE REV DESCRIPDON DATE APPMb C ADDED HARDWARE TO SHEET 3 8/17/10 R.L D FSC 2010 CODE CHANGE 2X BUCK/WOOD FRAMING METAL STUD a I BY OTHERS, 2X BUCK TO 16GA MIN p BE PROPERLY SECURED / MIN.1 EMB. A. 4 4 APPROVED SEALANT BY OTHERS T - CONCRETE/ MASONRY BY OTHERS 1/4" MAX. SHIM SPACE APPROVED SEALANT �a BY OTHERS o RIGID FILLER 1X BUCK BY o 0 OTHERS, IX 3/16- ITW TAPCON BUCK TO BE PROPERLY SECURED • ® EXIER-16A. INTERIOR • ••0• • • ;04b BsJAMB • . fQlYC�E7ElMA RS YME INSTALLATION • • • • • • HEADOHOWN, .MBS SIMILAR 0000 • • EXTERLM . w • INTERIOR sees •w0• �• • • • •• �)t sIUCK BY *000 OTHERS, 1X 009000, I 1 3/8” MIN. EMB. 1/4" MAX. SHIM SPACE RIGID FILLER #10 WOOD SCREW EXTERIOR III INTERIOR HEAD & JAMB WOOD FRAMING OR 2X BUCK BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR LI_I INTERIOR #10 WOOD SCREW • ®110iC TO BG RIGID FILLER • PROPERLY 0 • • • • APPROVED SEALANT U HIM MAX. []o� SECURED• • • 3/18- fRN TAPCON BY OTHERS o �SHIM SPACERIGID FILLER •• •• • •••• •�APPROVED SEALAM'� 0 1 3 S- BY OTHERS APPRO BY OTHERS ` rL SHIM"SPACE MIN. EMB. METAL FRAMING L 2X BUCK/WOOD FRAMING 16 T MIN BY OTHERS, 2X BUCK TO SILL BY OTHERS HERS BE PROPERLY SECURED WOOD FRAMING OR2XBUCKBOX FRAME SILL MIN. EMB. • a V ® 9 : INSTALLATION METAL FRAMING BOX FRAME CONCRETE/ PGT INDUSTRIES MASONRY 1070 TECHNOLGY DRIVE BY OTHERS PRODUCERMSSD NOKOMIS, FL 34275 2 5/8- MIN. °s°mnplyhrS�vkhthepl°dd° EDGE DISTANCE ail do DH2760 PVC DOUBLE HUNG WINDOW IMPACT tmcQNo � 15 DH2860 PVC DOUBLE HUNG WINDOW IMPACT SILL �,picmlon Dazo BOX FRAME INSTALLATION DETAILS CONCRETFJMASONRYBOX FRAME INSTALLATION BY DRAWNt DWO N0. I _.._.... TJH 08-00884 ISCME NTS I DAZE 10/27/09 S-5 OF 7 REVISIONS REV DESCRIPDON DATE APPMb C ADDED HARDWARE TO SHEET 3 8/17/10 R.L D FSC 2010 CODE CHANGE 10/12/11 J.J. METAL STUD 16GA MIN BY OTHERS 1 APPROVED SEALANT BY OTHERS 3 -THREAD MIN. J BEYOND SUBSTRATE 1/4' MAX. SHIM SPACE RIGID FILLER t10 TEK CREW EXTERIOR I f I INTERIOR HEAD & JAMB METAL FRAMING BOX FRAME INSTALLATION HEAD SHOWN, JAMBS SIMILAR ' EXTERIOR III INTERIOR r-110 TEK §CREW RIGID FILLER 1/4" MAX. SHIM SPACE II 3 -THREAD .III MIN. J BEYOND SUBSTRATE -�i 111111111//// T1QN_.MM M,,. //. 60705 1 W • -o `• � 1 ice oFl ' .�': O „o,' .. SFLORI�P'•' �� ' 2 5/8" MIN. EDGE DISTANACE 2X BUCK OD FRAMING BY OTHERS, 2X BUCK TO BE PROPERLY SECURED 6 �l v' a SHEATING 1 3/8- 4, /8"4, 1 1/4"" BY OTHERS MIN. EMB. MIN. EMB. FIN TO BE OF APPROVED 1/4" MAX. SET IN BED o CO�OENTERYY SEALANT �� SHIM SPACE METAL STUD 18GA MIN BY OTHERS 1/4" MAX BY OTHERS FIN TO BESHIM SPACE o RIGID FILLER SET IN BED Lio o� FIN TO BE OF APPROVED 10 WOOD SET IN BED c c 1X BUCK BY # OF APPROVED SEAT OTHERS, 1X SCREW SEALANT ReMONS OEECRD'RON ADDED HARDWARE TO SHEET 3 FBC 2010 CODE CHANGE P BUCK TO BE r PROPERLY D SECURED RIGID FILLER 3/16" TTW TAPCON EXTERIOR INTERIOR HEAD & JAMB EXTERIOR EXOFFUM INTERIOR WOOD FRAMING OR2X BUCKFIN INSTALLATION • • • •` • • • &JAMB • • • HEAD SHOWN, JAMBS SIMILAR • t11!AD • • • Soso `•••• CONCREWAVISCiNRY FIN INSTAU A77ON • • • HF44D SHOtr, JAMBS SIMILAR EXTERIOR INTERIOR • • ' •• EXTER�014 INTERIOR •••• • DATE A 9/17/10 R.L. 10/12/11 J.J. JI I 3 -THREAD MIN. BEYOND C3 SUBSTRATE I o 1/4" MAX. SHIM SPACE J. RIGID FILLER 110 TEK CREW INTERIOR HEAD & JAMB METAL FRAMING FIN INSTALLATION HEAD SHOWN, JAMBS SIMILAR EXTERIOR U] INTERIOR • �1�: •• w • • • •• • • • 3/16" fTW TAPCON #10 WOOD o o SCREW 10 TEK • • RIGID FILLER SCREW • • 1X BUCK BY RIGID FILLER tqon • • • • • • • • • c OTHERS, i X FIN TO BE BUCK TO BE SET IN BED c c 1/4- MAX. �' SHIM SPACE RIGID FILLER • • FIN TO I" • • ••9FT IN BED. • • • • • • PROPERLY OF APPROVED13 SECURED SEALANT -T FlN. TO BE 1/4" MAX. F SHIM SPACE OF APPROVED•2X BUCK/WOOD FRAMING 1/4' 1 3 g" SET IN BED EMB• <- SEALAN? • • • BY OTHERS, 2X BUCK TO MIN. OF APPROVED BE PROPERLY SECURED SST SHEATING METAL FRAMING --�� 3 -THREAD MIN. 1 1/4 -MASONRY CONCRETE/ BY OTHERS SILL 16GA MIN WOOD FRAM/NGOR2XBUCKF/NINSTALLATION BEYOND MIN. EMB. 4 '• Q V' BY OTHERS METAL FRAMING FIN /NSTALLATION ��yWT1j�TE V 4 a PGT INDUSTRIES ' • p *�,w 1070 TECHNOLOGY DRIVEPRODCT NOKOMIS, FL 34275 `��r0?�\�EN9E I EDGE 2 5/8" MIN. DISTANCE � wnp> wm� oda >rs<,NJneCO& *: 00•58705 AOOOp"°C8� DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2860 PVC DOUBLE HUNG WINDOW IMPACT Q Jill SILL i5 FIN INSTALLATION DETAILS I" CONCRF.TSMASONRYFININSTALLATION By %�O '•• FLOP��P DRAWN DWG No. Ret •, ,t�F ........•• F, �• TJH 08-00884 D �'��, S'SIONP� �•`� NTS A. �`'� 10 27 09 �T6 OF 7 FL P.. #58 E. 99708 7/16" 3/16" HS 090" BUTACITE PVB BY DUPONT 3/16" HS EXTERIOR INTERIOR 5/8 GLASS SIKAFLEX 552 GLASS TYPE A 1/8" HS • • •o•• •• *1/8" He . EXTE RIOR • tom.•..-L-_�.�, •G0• •G•• S11�4 552X o • • w i •.. • 552 • ■ 0000. EXTERIOR SIKAFLEX 552 7/8" 090" BUTACITE PVB BY PUPONTi -1 /9'e'ItMP : 7/8" 1/8" HS .090" SENTRY GLASPLUS BY DUPONT i/8" HS 1/8" TEMP EXTERIORINTERIOR 5/8 GLASS D B SIKAFLEX 552 GLASS TYPE B INTERIOR : EXTERIOR 0000.. • • _� 5/8" CLAS; �G •• 1.052" .265" 0000•. 11 Goes • • SIKAFLEX - Gee* 552 _0000•. RIGID WHITE PVC.062' THICK • _5/16"• 1/8" HS .090" SENTRY GLASPLUS BY DUPONT -1 /8" HS N INTERIORQ II II 3.08" GLASS. TYPE E 5/18" 1/8" HS 090" BUTACITE PVB BY DUPONT -1 /8" HS INTERIOR GLASS TYPED 1.5" 1.5" .224" .224" T-1 __ 2.2" 2.2" 6"L ,476" O3 SASH HORIZONTAL SASH VERTICAL RIGID WHITE PVC.10'THICK RIGID WHITE PVC.10"THICK .265" 885" 1.921"-1 -1 w7/8"PLAIN BEAD ro WHITE PVC.OW THICK 1.83" DESCRIPTION DATE APPROVED 1.83" 1.052" .265" RE 13 HEAD ADAPTER .224" .224" .915" _ " 1.27671h c RIGID WHITE PVC.062' THICK +.8218" 5" I .583" --{ - C 5)5116' PLAIN BEAD 2.196" f- 1.13" IOIDWHITE PVC.orTHICK 1'478" 2.2" 1 05/16" UFT BEAD RIGID WHITEPVC.OB'THICK 1.478" �4 OUTER SASH INTERLOCK 1 o INNER SASH INTERLOCK RIGID WHITE PVC .075' THICK RIGID WHITE PVC .075" THICK 1.5" 1.5" .224" .224" T-1 __ 2.2" 2.2" 6"L ,476" O3 SASH HORIZONTAL SASH VERTICAL RIGID WHITE PVC.10'THICK RIGID WHITE PVC.10"THICK .265" 885" 1.921"-1 -1 w7/8"PLAIN BEAD ro WHITE PVC.OW THICK 1.56" O FRAME HEAD & JAMB RIGID WHITE PVC.075° THICK 1.921" 11 LIFT 7/6" LFT BEAD 69941 .285" RIGID WHITEPVC.08"THICK T 1.51" PRODUCTRBVISBD L � camplyism with dw lgarwa eaw uuarne Cade .5" A`� t 140 " t5 1- ion B MTam OO Pmduat 2.56" REVISIONS DESCRIPTION DATE APPROVED .5" ^_� 1.052" .265" FBC 2010 CODE CHANGE 13 HEAD ADAPTER 1.04" 1-- RIGID WHITE PVC.06" TMCK .915" _ 17 SASH REINFORC 160A (.084) GALVANIZED STEEL A653 1.56" O FRAME HEAD & JAMB RIGID WHITE PVC.075° THICK 1.921" 11 LIFT 7/6" LFT BEAD 69941 .285" RIGID WHITEPVC.08"THICK T 1.51" PRODUCTRBVISBD L � camplyism with dw lgarwa eaw uuarne Cade .5" A`� t 140 " t5 1- ion B MTam OO Pmduat 2.56" REVISIONS DESCRIPTION DATE APPROVED ADDED HARDWARE TO SHEET 3 8/17/10 R.L. FBC 2010 CODE CHANGE 10/12/11 JJJ. 1.04" 1-- 1 ©1�8" SENT ��`� � T I 1.37I8" 188" T 17 SASH REINFORC 160A (.084) GALVANIZED STEEL A653 1�_ 33 FIN ADAPTER RIGID WHITE PVC.062' THICK +.8218" 5" .583" --{ - .827"788" 1---T, 5)5116' PLAIN BEAD IOIDWHITE PVC.orTHICK 3- 885" 525" ►j 1.� .225" 38 BALANCE POCKET STIFFENER 1 05/16" UFT BEAD RIGID WHITEPVC.OB'THICK ALUMINUM 6063-T6.075" THICK c 5" U FRAME SILL RIGID WHITE PVC .078' THICK PGT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 DH2760 PVC DOUBLE HUNG WINDOW IMPACT DH2860 PVC DOUBLE HUNG WINDOW IMPACT COMPONENTS AND GLAZING DETAILS L SILL ADAPTER NAMD= 140.08-00884 RIGID WHITE PVC .06" THICK I ----F- .797" 18 RIGID FILLER 86 DUROMETER NEOPRENE.15"THICK -1 1.279" 0 12 RIGID FILLER 85DUROMETER �r•......... ".F . GENS$ ' ••'p * 130.58708 =,_As sTATtio1'