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WS-17-1977Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 9225 NE 12 Avenue Miami Shores, FL 33138- Owner Information LOURDES B KASANZEW Permit No. WS-8-17-1977 • erp Permit Type: Windows/Shutters 1111 't01kCI8Ssu!'1hb0n: Window/Dour Replace Issue Date: 818/20/7 Permit Status: APPROVED Expiration: 02/04/2018 Parcel Number 1132050270390 Block: Lot: 9225 NE 12 Avenue MIAMI SHORES FL 33138-2928 9225 NE 12 Avenue MIAMI SHORES FL 33138-2928 Contractor(s) Phone CeII Phone PRESTIGE WINDOWS & DOORS (305)820-5999 Applicant LOURDES B KASANZEW Phone (786)355-1124 CeII Valuation: Total Sq Feet: $ 6,474.66 0 Type of Wor No of 0 Addition INDOWS TO IMPACT o. LACEMENT OF 5 WINDOWS TO IMP Classification: Residential Scanning: 3 NCELLED Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $2.25 $2.25 $1.40 $150.00 $9.00 $5.60 $174.70 Pay Date Pay Type Invoice # WS-8-17-64765 08/08/2017 Check #: 2231 $ 124.70 $ 50.00 08/03/2017 Check #: 2232 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL` -PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AVIT: constru i• an n(J. going information is accurate and that all work will be done in compliance with all applicable laws regulating the above -named contractor to do the work stated. Auth•rized Signature: •wi - / Applicant / Contractor / Agent August 08, 2017 Date Building Department Copy August 08, 2017 1 JOB ADDRESS: C4 9 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED AUG 031017 541 ,\ F,BCC20IL( Master Permit No. Y V S l— R Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL [PLUMBING ❑ MECHANICAL El PUBLIC WORKS CHANGE OF 0CANCELLATION ❑ SHOP IA -Lc A",' LE City: Miami Shores County: Miami Dade DRAWINGS Zip: '33 13 6 Folio/Parcel#: 1 \ 3420 Tc) )d r3 V Is the Building Historically Designated: Yes NO Occupancy Type: Load: - - Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder) r--U2 VIti L'c4t'3 064 V)7r' Phone#: Address: f -� c k ;''�/'2 l V City: fr l m N I l ,�' . o yr 5 State: FL- Zip " 3) Z 7 ZY Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name" 1 ' vf-(t i'kth ft C�.�C YS' Phone#:30T v Ce? ` 9- Address: CDC) Rt& 101 S'51 City: tql GI trvt I QjG vGle✓t State: Zip: --1' Qualifier Name: e i �Sfi r\. i s(+ctt)U LLB Phone#: S -ICJ"J `/ `� #:U C- State Certification or Registration "J 19j •I • Certificate of Competency #: DESIGNER: Architect/Engineer: U��1 nee Y (l1 - l cvp rt 55 Phone#: q - .1-3S GI-06)10 Address:,0() 5%t� t2 S�' lU City:�CC� CT( (C( Bxa+-, State: � Zip: -�3(t�Z. Value of Work for this Permit: $ 6 / LI -7A - (p Square/Linear Footage of Work: Type of Work: D. Addition Alteration (, ❑ New ElRepair/Replace Cl Demolition Description of Work:Ye QII e f'Y}Pn-4-' 0 't- 5 VA4Y ACTAc1 •+C) OAf c9.1' + Specify color of color thrti tile: Submittal Fee $ Permit Fee$ CCF $ CO/CC..$ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revlsedo2/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 T REglatil E OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGE1Tr CONTRAC Th or Riling instrument as acknowledged before me this The foregoing instrument was acknowledged before me this t.� [� r day of �J s , day of G , 20 �� , by �` �� Wf !� /] ZC (() ,who is pe �', V \ k}Yla ..4.1.1110) , who is personally known to me or who has produced 'FL 1)1—' as me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: Seal: ************ APPROVED BY t,7 TALLY E VAZQUEZ Commission N GO 43437 My Commission Expires October 31, 2020 Sigh:i um�� Print:' C1���2C►(! Seal: 1 Plans Examiner * TALLY E VAZQUEZ *s Commission 4 GO 43437 My Commission Expires October 31, 2020 Zoning Structural Review Clerk (Hevised02/24/2014) Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgeme ner Signa nQ SOaU�J� Date Print Name i RESTIGE CONTRACT WINDOWS & DOORS 5500 NW 161st Street, Miami, FL 33014 P. 305.820.5999 I www.prestigewindoor.com I LIC # CBC1251687 PO # 17020113 Sales Rep: CHRISTOPHER RIVAS CUSTOMER INFORMATION NAME BELINDA KASANZEW PHONE 786-355-1124 DATE May 31, 2017 ADDRESS 9225 NE 12TH AVE EMAIL BELINDAANDRETTIK@GMAIL.COM MIAMI SHORES, FL 33138 JOB NAME 17020113 1 1 MLL IVIN 1 CRWLJ r JN 1 Mt ► 1JLLUVVIN1. V U, I UNI N JUMMAKT: 1 CGI SENTINEL IMPACT WINDOWS & DOORS PER ATTACHED QUOTE #305615, CGIC QUOTE # 12787 2 WHITE ESP ALUMINUM FRAMES, LAMINATED IMPACT GLASS, CLEAR (NO TINT), NO GRIDS, 3 WHITE HARDWARE ON OPERABLE WINDOWS, SCREENS INCLUDED ON OPERABLE WINDOWS NOTES 1 INCLUDED: STANDARD ENGINEERING, STANDARD INSTALLATION, DRAWINGS, & PERMIT PROCESSING 2 _ 3 EXCLUDED: FLOOR/TILE REPAIR (ONLY IF DAMAGED), PAINTING, ALARM REPAIR, MAJOR STUCCO REPAIR, 4 WINDOW SILL REPLACEMENT (ONLY IF DAMAGED), CURTAIN DAMAGE, & CUSTOM CURTAIN REMOVAL 5 6 EXCLUDED: SPECIAL ENGINEERING LETTERS & SPECIAL INSPECTIONS REQUIRED BY CITY/COUNTY 7 8 PERMIT FEE TO BE PAID BY PRESTIGE WINDOWS AND REIMBURSED BY THE PURCHASER. 9 10 ENGINEERING AND PERMITING WILL BE DONE FOR THE WHOLE HOUSE, PROJECT WILL BE PHASED. 11 12 PURCHASER WILL PAY FOR ANY FEES ASSOCIATED WITH EXTENSION OF PERMIT EXPIRATION DATE. 13 14 FINAL PAYMENT WILL BE MADE TO PRESTIGE WINDOWS ONCE LAST OPENING IS COMPLETED IN EACH PHASE 15 16 PERMIT WILL BE CLOSED OUT ONLY AT END OF FINAL PHASE. 17 18 DESCRIPTION OF WORK Remove old windows and doors Clean and inspect openings Install new windows and doors Anchor with approved tapcons Caulk & seal inside and out Clean work area Haul away old windows, doors and debris for proper disposal Sweep and vacuum all work areas Perimeter caulking on stuccoed areas (we caulk before the stucco) Patch perimeter stucco & interior dry wall where necessary Moving furniture for install and restoring to original location once ope Covering & protecting furniture during install. Provide partial release of lein with every invoice, if necessary. Coordinate all inspections as required by agencies having jurisdiction ov PROPOSAL PRICING VALID FOR CGI MATERIALS, INSTALL, & SALES TAX $ 5,874.66 PROCESSING, ENGINEERING, & DRAWINGS $ 600.00 GRAND TOTAL: $ 6,474.66 DEPOSIT UPON ACCEPTANCE: $ 3,237.33 PAYMENT DUE ON DELIVERY: $ 2,589.86 PAYMENT DUE AT INSTALLATION FINISH: $ 647.47 *FINAL PAYMENT CANNOT BE HELD DUE TO STRESS CRACKS, MANUFACTURER BACKORDERED MATERIALS, ERRORS, OR DEFECTS. PRICE DOES NOT INCLUDE ANY FINANCE FEES 3% FEE PER CREDIT CARD TRANSACTION (NOT INCLUDED) IF FINANCING IS CANCELLED, CASH TERMS WILL BE ENFORCED 50% DEPOSIT / 40% DELIVERY! 10% COMPLETION er the work. Total # of Windows: 5 Total # of Doors: 0 HOA Approval Required YES LI NO Mgt Company 0 Phone The above prices, specifications, terms and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as indicated above. Materials remain the sole property of Prestige Windows & Doors untiil the job is paid in full. If it becomes necessary for Prestige Windows & Door, to employ a collection agency and/or attorney to coiled on this bill, I undersigned, agree to pay all court costs and attorney fees. Any alterations or deviation from agreed plans involving extra costs will be executed only after written and signed changed order and will become an additional charge. NO VERBAL COMMITMENTS FROM THE SALES PER • N WILL BE ONOR PURCHASER: c):14P ,\ %Alp,l�(�S{/��Z.J SIGNATURE: DATE: 6/6/2017 Property Search Application - Miami -Dade County OFFICE OF THE P OPERTY APPRAISER Summary Report Property Information Folio: 11-3205-027-0390 Property Address: 9225 NE 12 AVE Miami Shores, FL 33138-2928 Owner IVAN KASANZEW LOURDES B KASANZEW Mailing Address 9225 NE 12 AVENUE MIAMI, FL 33138 USA PA Primary Zone 1100 SGL FAMILY- 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,384 Sq.Ft Living Area 1,889 Sq.Ft Adjusted Area 2,094 Sq.Ft Lot Size 7,855 Sq.Ft Year Built 1949 Assessment Information Year 2017 2016 2015 Land Value $282,827 $263,059 $239,600 Building Value $156,673 $157,888 $159,102 XF Value $0 $0 $0 Market Value $439,500 $420,947 $398,702 Assessed Value $429,786 $420,947 $300,947 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $9,714 $97,755 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Vet Disability Exemption $5,000 Note: Not all benefits are applicable to all Taxable Values (I.e. County, School Board, City, Regional). Short Legal Description BAY LURE PB 44-63 LOT 27 BLK 2 LOT SIZE IRREGULAR OR 19833-1867 07 2001 1 COC 24812-0573 08 2006 1 Generated On : 6/6/2017 Taxable Value Information 2017 2016 2015 County Exemption Value $50,000 $50,000 $55,000 Taxable Value $379,786 $370,947 $245,947 School Board Exemption Value $25,000 $25,000 $30,000 Taxable Value $404,786 $395,947 $270,947 City Exemption Value $50,000 $50,000 $55,000 Taxable Value $379,786 $370,947 $245,947 Regional Exemption Value $50,000 $50,000 $55,000 Taxable Value $379,786 $370,947 $245,947 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/12/2015 $440,000 29757-3823 Qual by exam of deed 08/01/2006 $640,000 24812-0573 Sales which are qualified 07/01/2001 $299,900 19833-1867 Sales which are qualified 04/01/1999 $185,000 18564-0973 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This wehsite may not reflect the most current Information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfinfoldisclaimer.asp Version: . . ._•. • _ _. . ... Job Dosdri 'Fpj: : Replacing Windows TQ'• �ripa# :• -: • ' 5 Op iin'ejs •' •i• 1. Fixed Piotufe• Window •. :•; 106"x63:.• • . 100/100 NOA 15-0612.08 2. SN Project Out 33-3/4" x 26" 110/145.4 NOA 15-0512.21 3. Casement Window 33-3/4" x 62" 60/60 NOA 15-0512.19 7. Fixed Picture Window 68-1/2" x 29" 80/80 NOA 15-0413.03 8. SN Project Out 33-3/4" x 26" 110/145.4 NOA 15-0512.21 . .. ... .. . . • • • • • • . • • • ••• •• • • RECEIVED AUG 08201 KITCHEN Ivan Kasanzew 9225 NE 12 Ave Miami Shores, FL 33138 DINING GARAGE 8. BATH ROOM 7. BED ROOM 3 BED ROOM 2 egress BATH LIVING ROOM 1. 2. BED ROOM 1 egress 3. Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT ,j� v g 1 SUBJECT TO COMPLIANCE WITH ALL FE E STATE AND COUNTY RULES AND REGULATIONS 08/17/2016 - 1:56pm RECEPTION V:\Projects\ 2014-MPS\400 Wind Charts\_Reference\00-MPS14-400 Series C&C (Current) Jeff.dwg • • • • • • 5th ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height 15 DESIGN 20 PRESSURES (PSF) - ZONE Tributary Area (Sq Ft) 4 --40� 1 0. - _. 4 .s 25 30 3 '' 10 ft 0 - 1l `/1 y-49.1 +45.3 -47.9 +44.1 -47.1 +43.3 -46.4 +42.6 -45.9 +42.1 -4 +4 . .. _ -47.9 -47.2 -46.7 -4 . - r4 .5 -4. " 11 ft +46.1 +44.8 +44.0 +43.3 +42.8 +4 . +4. ` 1.�6 Ar_ 12 ft -50.7 -49.5 -48.6 -47.9 -47.4 -46.9---..` Rrf 8 +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 -+ " . +41.9 13 ft -51.4 -50.2 -49.3 -48.6 -48.0 -47.6 -47.2 -46.8 -46.5 +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 14 k -52.1 -50.8 -49.9 -49.2 -48.7 -48.2 -47.8 -47.4 -47.1 +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 15 ft -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 16 ft -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 17 ft -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 18 ft -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 +5�,2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 �9 ft • -54.9 *53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 +54..6 +#rS +48.4 +47.6 444.0 +46.5 +46.1 +45.7 +45.3 -•-� -54.1 I -53.1 -S2e • -51.1:-51.3 -50.8 -50.4 -50.1 ft-55.4 +5030 0F096• +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 • 22 k -56.4• -55.0 • -54.0 -1'3.3 -52.0 -52.1 -51.7 -51.3 -50.9 +52.0 •F50.6 +49.6 +68* 640.4 +47.7 +47.3 +46.9 +46.5 -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 • 04 ft +53? eSl 4• +50.4 +j9% 641.6 +48.5 +48.0 +47.6 +47.2 • • -58i0 -5616 -55.6 -0418• 050.10 -53.7 -53.2 52 52.4 *9 +531, •a `�2.1 +51.1 +50436 444.7 +4?.1„. 48.7 .4& +47'.9+' a h -5 -58.8 +54.2 -57.3 • •+!2!B -56.3 +51.7 -66.5 +51�• -54.9f •515.3 -5 . + 9. ". +49_ -4 . 1 -•• 30 ft -59.5 6-58.0 -57.0 -fig' •544 -50 ' 52.1 -5 7 +54.8 +53.4 +52.4 +51.6 +50.9 +5 + °-49.5 T33 ft 6- (j 1• -58.0 -S75• Sg.S -55 'SirhS.54 6`' +55.81 +L1Q +53.2 +02.4 •5•.8 +51.2 +50.7' - . . 49.9, • 16 ft -61.' *AV -58.8 -!8 n• -57.: -56.8 -56.3 -55.9 -55.5 +56.6 +55.16 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 40 h -62.1) k C1t -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 45 k -63.8 -62.3 -61.2 -60.3 -59.6 -59.0 -58.5 -58.1 -57.7 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 50 ft -65.0 -63.4 -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 55 ft -66.1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 -60.1 -59.7 +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 60 ft -67.1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 n m in aV-i7TSdV-00 COPYRIGHT ENGINEERING EXPRESS© REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/12 REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014 FBC DGM TSB 06/10/15 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES Mean Roof Height 10 15 DESIGN 20 PRESSURES (PSF) - ZONE Area (q Ft) TributaryS 5 40 45 50 25 30 35 0 - 10 ft -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 11 ft -61.7 -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 9 +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 12 ft -62.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 13 ft -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 14ft -64.3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 15 ft -65.1 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 16 ft -65.8 -63.2 -61.4 -60.0 --58.8,( ''S7,; 570 _ :56.2 -55.5 +49.2 +47.9 +46.9 +462.;445.6 4& , +44:7•- +44.0 17 ft -66.5 -63.9 -62.0 -6R, .6 "".8 -56.1 +49.7 +48.4 +47.4 +46. ,. 46._ 5:6 5,)44.8 +44.5 18 ft-67.2 -64.5 -62.7 -61.5.0 -5$11 •57.4 \ -56.7 +50.2 +48.9 +47.9 +47. + 46.1 }ti .3 +44.9 19 ft -67.8 -65.1 -63.3 -61.8 - 6 7 - .9 -57.2 +50.6 +49.3 +48.4 +47.6 +47.0 ' - -+46.1 +45J +45.3 20 ft -68.4 -65.7 -63.8 -62.3 -61.1 -60.1 -59.2 -58.4 -57.7 +51.1 +49.8 +48.8 +48.1 +47.5 +46.9 +46.5 +46.1 +45.8 22 ft -69.6 -66.8 -64.9 -63.4 -62.1 -61.1 -60.2 -59.4 -58.7 +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 24 ft-70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 - 26 ft -71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 i/ +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47.9 i -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 30 ft -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 +54,8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 r' -74.6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 36 ft -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63 9 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 40 ft -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 45 k -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 50 ft -80.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 55 k -81.6 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 -69.7 -68.8 +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 60 ft -82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 WIND VELOCITY = 175 MPH EXPOSURE 'D' ENCLOSED STRUCTURE, FLAT TERRAIN MRH 60' BASED ON Kd = 0.85 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE PRESSURES. 'WORST CASE IS DEFINED AS THE CRITICAL` CONDITION-OF.AN -UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDIR01 Sj4 FOR ITH THESE TABLES. 2. TABLES VAUD ONLfFD tD NGS ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VAUD FOR ALL R . APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHAL -PERK Ep GINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BU{L I (AVE E OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIF US PEAK - T. 5. ALWAYS ROUND OE LE VALUE OR CONSERVATIVE ASSUMPTION. HE OPENING IN QUESTION (HEIGHT' WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTI fBY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT * / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN AtL«BE.QICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMEA(ND P OLDER. �ARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER D 5. THIS SPECIFICATI FER ANY PRODUCT APPROVED CERTIFICATION. REFeMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIG 4LLATIO F MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO VEQI,FIET3+BY OT - P ACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL - 41MP7 .250 Y TEM ORDINANCES. 7. NO CERTIFICATION' .. EREIZFA E I RITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PR - EIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 5TH ED. FLORIDA BUILDING CODE (2014) ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7-10 a a CI- ® � ELEVATION WALL ZONE FIGURES ENGINEERING EXPRESS® CORPORATE OFFICE: 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 P: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH #9885 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM `PEAK ROOF / HEIGHT MEAN ROOF HEIGHT i8m cn om V 7 j A -n 7. 1 m } DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CPGTIndustries, Inc: .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 RER - 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. RER 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 "SS-3500" Aluminum Storefront System L.M.I. APPROVAL DOCUMENT: Drawing No. MD-3500-LM, titled "Storefront System Details - LM", sheets 1 through 10 of 10, dated 10/05/12, with revision A dated 07/21/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section 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 manufacturers 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 after 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 shall be provided to the user by the manufacturer or its distributors and shall be available for inspec'tion it the•jbb srtd at.fhe request of the Building Official. This NOA revises NOA# 12-1005.01 arrd cotlsis4s of ?his page f •end evidence pages E-1 and E-2, as well as • approval document mentioned above. • • • • • • • • • • • • The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED 7f. • • • • • • . • . . • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.¢ov/economy J r NOA No. 15-0612.08 Expiration Date: January 17, 2018' '---Approval Date: July 30 2015 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1005.01) 2. Drawing No. MD-3500-LM, titled "Storefront System Details - LM", sheets 1 through 10 of 10, dated 10/05/12, with revision A dated 07/21/15, 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1005.01) 2. Test reports on: 1) 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7208, dated 01/04/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1005.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t1' Edition (2014), dated 06/05/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department off.epiatory and Economic Resources (RER). . • .. ... .. • • . .. • ... . • . •• • .• • . • • . • •.. . • • • . . • . . • • • • • . . • ..• .. . .. • • ... • ...• • • . E-1 ... • • • • ... . • • • • • . . . . • . . . . . • • • . • .. .. . • . .... ... . • • ... • . Manu ' 'rez, P.E. Product Contr xaminer NOA No. 15-0612.08 Expiration Date: January 17, 2018 Approval Date: July 30 2015 ... . ... . . . E-2 ... . . . . . . . . • • . • • • • • . ... . • • . . . . • • • • • .. .. . • .. .. ... • . . . . • . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. QUANEX I.G. Super Spacer by Edgetech I.G., Inc. exterior flexible, organic foam spacer complying with ASTM C518 passed, ASTM F1249 passed, ASTM D3985 passed, ASTM D395B 22 HRS 185°F and ASTM E2190 passed. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51b Edition (2014), dated June 2, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 2, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-7137, dated 12/10/12 ,and FTL-7208, dated 01/04/13, issued by Fenestration Testing Laboratory, Inc., both signed and sealed by Marlin D. Brinson, P.E. G. OTHERS 1. Notice of Acceptance No. 12-1005.01, issued to PGT Industries for their Series "SS- 3500" Aluminum Storefront System - L.M.I." approved on 01/17/13 and expiring on 01/17/18. .. ... • • • • • 00 • • . • • • .. ... .. • • • .. Man el Per .E. • 000 Product Control Ex. trier • • • • • • •• •• `� NOA No. 15-0612.08 • • . • • • •• • • • • • • • • • • • • • Expiration Date: January 17, 2018 Approval Date: July 30 2015 GENERAL NOTES: SS-3500 IMPACT -RESISTANT STOREFRONT SYSTEM 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) USE ONLY APPROVED FASTENERS PER TABLE 1, SHEET 2. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS (CMU) AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 1, SHEET 2. FOR GROUT -FILLED CMU, ANCHORS WERE EVALUATED WITH ONLY THE CELL RECEIVING THE ANCHOR FILLED. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 1, SHEET 2. INSTALLATION ANCHORS SHOULD BE SEALED. ALL FRAME JOINTS MUST BE SEAM -SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SIIPIL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. � • • • • • • • • •6,14- S ARE REQUIRED AACH AN�AK7,i,�R L ION WHERE THE PRODUCT IS NOT FLUSf>�E TO THE SIAAT,F8. USE SHIMS CAPAB1 OF TRANSFERRING APPLIED LOADS. • •VyOpP BUCKS, BY (OTHERS•MUST BE %UFFICIENT .Y ANCHORED TO RESIST LOADS • IMPOSED ON THEM BY THE WINDOW. • • • • • • 7IDESIGN PRESSURES: • •ATI�QI tATIVE D ILSN 1!JFj 22tS BASED °•NNE% 4UO-613TASL TEST PRESSURE, FRAME • •%POS TIVE DES LOADS BASED ONIAA 'EST PRESSURE, STRUCTURAL TEST • •RRG:iURE, FRAMV4461•VSIS AND GLASSi R STM E1300, SEE SHEETS 2. 5. 6 & 9. 8) TH! ANCHORADEOMITMOD• S SHOWN YN1r BEEN DESIGNED TO RESIST THE • •091110ADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/39‘ STRESS INCREASE I1AS NOT BEEN UBES 111 "ME EESIGN OF THIS PRODUCT. THE 1.6 • •I r0URAT1ON Fell WAS USED L0fl E•EVALUATION OF ANCHORS INTO WOOD. • • 9) DISSIMILAR MAIERIOI.f ?HAT COMFyINTOCQNTACT, INCLUDING PRODUCT FRAMING, HEAD SIMILAR 3-7/8' MAXI --� • ANCHORAGE AND OPENING SUBSTRATES•SHAI.lp BE COATED OR PROTECTED TO FOR • *PREVENT CORRO11E4RIACTIONS AS REQUIREI6BY THE FLORIDA BUILDING CODE. • • RECTANGULAR, 10) REFERENCES:tett REPORTS FTL-7137 & 7208; ELCO ULTRACON NOA; ELCO TRAPEZOIDAL, CRETEFLEX NOA; ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM EYEBROW OR DESIGN MANUAL. SIMILAR CORNER ASSEMBLIES ALL SHAPES , ROUND OR ANGLED, ALLOWED. ANCHORAGE TO BE AS HALF -ROUND SHAPE. 123/4' MIN 4' LENGTH OF \ MAX. O.C. ANCHOR CHANNEL. PART # 7, REQ. AT II ALL ANCHOR LOCATIONS IN CURVED HEADER. E MAX. 6' FROM START 120. OF BEND OR ANGLE HEIGHT SEE 0.0 SPACING ON TABLES 5 & 6, SHEET7 A 6' MAX 6' MAX. INSTRUCTIONS: 1) DETERMINE THE BUILDING'S REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD. THE PRODUCTS DESIGN PRESSURE MUST MEET OR EXCEED THIS VALUE. SHEET 3 SEE TABLES 3 & 4, SHEET 5 & 6, FOR CLUSTER ANCHOR QUANTITIES SEE TABLES 7 & 8, SHEET 8FOR MID -PANEL ANCHOR QUANTITY SHEET 4 56-1/4' MAX DLO 2) DETERMINE THE ANCHOR TYPE FROM TABLE 1. SHEET 2. 3) DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2, SHEET2. 4) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO ANCHORAGE FROM TABLES 3 OR 4, SHEETS 5-6 BASED ON YOUR SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHORS REQUIRED TO ATTAIN THE REQUIRED DESIGN PRESSURE. 5) JAMB ANCHOR SPACING IS GIVEN IN TABLES 5 & 8. SHEET 7 AND HAVE BEEN CALCULATED FOR THE PRODUCTS MAXIMUM DP. 6) DETERMINE THE MID -PANEL ANCHOR QUANTITIES FROM TABLES 7 & 8, SHEET 8. 7) IF THE WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION. DETERMINE THE MULLION DESIGN PRESSURE FROM TABLE 9, SHEET 9. 8) THE LOWEST DESIGN PRESSURE FROM 3, 4 8 6 ABOVE, SHALL BE USED FOR THE ENTIRE ASSEMBLY. SEE TABLES 7 & 8, SHEET 8 FOR ANCHOR QUANTITY TYP. ELEVATION OF STOREFRONT SYSTEM REINFORCEMENT, SEE TABLE 9. SHEET 9 60' WIDTH —�� B, SHEET 3 I I I J-4 c. 4- —I D SHEET 4 MULTIPLE HORIZONTAL MULLIONS ALLOWED SHEET 4 B SEE TABLES 3 & 4, SHEET 5 & 6, FOR ANCHOR QUANTITIES. i 1_L 1 T I IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE FOR ATTACHED DOORITRANSOM, 7— SEE SEPARATE APPROVAL CONTENTS SHEET GENERAL NOTES 1 ELEVATIONS 1 ANCHOR TYPES 2 GLAZING DETAILS 2 VERT. SECTIONS 3 HORIZ. SECTIONS 4 HEAD/SILL ANCHOR DP 5-8 JAMB ANCHOR SPACING 7 MID -PANEL ANCHOR QTY 8 MUWON DP 9 EXTRUSION PROFILES 10 PARTS LIST!CORNER DETAILS10 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revised By. Dale: Revision. Revised By: SC Dole: 7/21/15 Revision: NO CHANGE PRODUCT REVISED as complying with the Florida Building Code / 'iii2.O$ Acceptance No Ex.iration Date W 10}B By Miami '• ado Product Description: ELEVATION J ROSOWSKI Title: STOREFRONT SYSTEM DETAILS - LM Dole: 10/05/12 CERT. OF AUTH. #29296 Series/Model: SS-3500 Scale: NTS Sheet: 1 OF 10 Drawing No. MD-3500-LM Rev: A TABLE 2: Window Wall Glass Capacity (psf) Nominal rim. Glassjype Frame Width Frame Hel4ht A 8 C D E F 241n 90.0 80.0 120.0 90.0 60.0 120.0 301n 90.0 80.0 120.0 90.0 80.0 1200 361n 90.0 80.0 120.0 93.0 80.0 120.0 422n 90.0 800 120.0 90.0 800 120.11 481n 72In 90.0 80.0 120.0 90.0 80.0 120.0 541n 89.9 80.0 120.0 90.0 80.0 120.0 601n 82.4 8400 120.0 90.0 80.0 12110 661n 1200 120.0 72In 110.0 120.0 241n 90.0 .80.0 DOA 90.0 80.0 120.0 301n 90.0 810 1200 90.0 80.0 120.0 361n 90A 80.0 120.0 900 810 120.0 421n 90.0 80.0 120.0 900 800 1200 481n 781n 90.0 80.0 120A 90.0 80.0 120.0 5413 82.3 80.0 120A 900 810 1200 601n 77.4 80.0 120.0 85.1 800 1200 661n 120.0 1200 72In 110A 120.0 241n ' • •3116n 90.0 80,0 120.0 900 80.0 1200 • 4 i0p S0.0 •1200 a 113.0 S0.0 120.0 • Main 90.0 810 012041 904 810 1200 4 Ian 9610 MOMO 901 80.0 120.0 as,•411n ®Ii • a IL SAD 120.0 93.0 80. 0 1200 7 1 810 :1209 853 80.0 1200 Si In 8 Wln • OP*, 120.0 661n 120.0 120.0 DU i • • • • !ealb • • 2D0D a.jaIn .• - •9i10 60.0 6goal •joi Boo 1200 • 301n 900 90.0 120.0 93.0 80.0 120A I • •M, • • • • 90t• • 090.0 80.0 140D/ 60.0 800 12110 4 In oeo 80.0 41m0 solo 800 tam... 4In •S0.6 80.0 (•tdb4 //.6 800 120.0 yin • •jl)••• 1200 601n 12l) 120.0 aIn • • • • Me • • 100.0 a 72In • • • • 300.0• 100.0 2410 « 90.0 810 • 1240 • 940 800 1200 a e • 3l In • • • •90.0 80.0 620.0 96)0 800 120.0 361n • 400 800 120.0 90.0 800 1200 4210 • • • •87A 80.0 120.0 90.0 600 120.0 481n 96in 7611 80.0 120.0 84.4 800 1200 54In 120.0 1200 601n 120.0 120.0 661n 1000 1010 72In 100.0 100.0 Mtn 900 80.0 120.0 900 900 120.0 301n 90.0 810 120.0 90.0 80.0 120.0 361n 90.0 80.0 1200 900 80.0 1200 421n 83.1 80.0 120.0 90.0 83.0 120.0 481n 1021n 1200 120.0 541n 1200 7200 601n 100.0 100.0 66In 100.0 100.0 IF COMBINED WITH STOREFRONT ENTRANCE DOOR (SEE SEPARATE APPROVAL), THE LESSER DESIGN PRESSURE VALUE OF THE DOOR OR STOREFRONT SYSTEM SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. Window Wall Glass Capacity (psf) Nominal Dim. Gies Type Frame Width Frame Height A 8 CD E F 241n 90.0 80.0 1200 90.0 80.0 120.0 301n 90.0 800 1200 90A 80.0 1200 36in 810 80.0 120.0 90.0 000 120.0 42 in 90.0 800 1200 880 800 120.0 48in IDSin 1200 1200 541n 1000 1000 EC in 1000 1000 .66ini 1000 - 1010 24in 90.0 80.0 120.0 90A 800 120.0 30in 90.0 800 1200 90.0 80.0 12110 3610 90.0 800 1200 90.0 800 1200 421n 114 in 1200 1200 48in 120.0 120.0 54 in 1040 1000 601n 100.0 100.0 24 in 90.0 800 120.0 900 800 1200 30in 90A 000 1200 90A 800 120.0 361n 50.0 80.0 120.0 90.0 80.0 1200 42 in 120In 1200 1200 4a In 120,0 1200 54 in 1000 1000 601n 93/1 100.0 241n 90.0 800 120.0 90.0 800 120.0 3010 90.0 400 1200 90.0 80.0 2200 36in 90.0 800 1200 90.0 800 1200 42in 126I0 120.0 1200 481n 100.0 1000 541n 1000 1000 24in 90.0 800 1200 90A 801 1260 33in 93.0 800 120.0 90.0 800 120.0 3610 120.0 1200 421n 132n 1200 120.0 48 in 100.0 loan 54 in 1010 100.0 Min 910 800 1200 90.0 800 120.0 30in 93.0 800 1200 90.0 800 1200 361n 1311n 1200 1200 41 in 100.0 1000 481n 1000 1000 24 in 30.0 80.0 120.0 90.0 80.0 1200 301n 90.0 800 1100 90.0 80.0 1200 36 in 144 in 1700 1200 42 In 1000 1000 48In MO 1000 GLAZING NOTES: "PVB" = .090" BUTACRE®PVB BY KURARAY AMERICA, INC. "SG" = .090" SENTRYGLAS®BY KURARAY AMERICA, INC. 1/4' ANNEALED GLASS .090" SG 3/4" GLASS BITE a 9/18' WANATED GLASS STACK a18"LAMINATED GLASS STACK 1/4' ANNEALED GLASS GLASS TYPE A I..,._ ENV LAMNATED 0/18- LAMINATED 1/4' HEAT- I I GLASS STACK 1/4' HEAT- I 1 GLASS STACK STRENGTHENED STRENGTHENED 114" HEAT- GLASS 1/4' HEAT- .090' PVB GLASS 3/4" GLASS BITE STRENGTHENED .090" SG STRENGTHENED GLASS GLASS d T:r EXTERIOR,® GLASS TYPE B 1-IN8" La GLASS STACK 3/4" GLASS BITE EXTERIOR a One" LAMINATED GLASS STACK S STACK 1/4' HEAT- 1/4" HEAT - STRENGTHENED 1 STRENGTHENED MO' AIRSPACE GLASS �� 7/10' AIRSPACE GLASS 114'TEMPERED LAMINATED 1311a' LG. MAW STACK 9/18 GLA6 EXTERIOR a 1/4' TEMPERED GLASS GLASS TYPE E AnchorMin. Type Desc4plico Substrate Edge Distance Mln. Embed. melt Mln. 0.0 Dlsience A H14 steel a 410 SS S. Pine 1' 1-3/8" 1" SMS (G5) A14 steel a 410 SS VW8083-T5 Aluminum 3/8" 118' 518" B SMS (G5) 1/8' 38 ks/ Steel 3/8" 118" 518' 285 ksl Concrete 2.1/2' 1.3/8" 3' 1/4' steel Macon Grout -Fined CMU 2.112' 1.3/4" 4' C Hollow Biock• 2.1/2" 1-114" 8" 114" 410 SS CreteFl0X Hollow Block* 2-1/2' 1-1/4" 8' 5/111' steel Ulracon Hollow Block' 3-1/8" 1.114" 8" 114" 410 SS OreteFlea 3.35 ksl Concrete 2-1/2" 1-3/4" 3" 0 3.52 ksl Concrete 3-118' 2' 3" 5/18' steel Ulrxon Grout -Filled CMU• 2.112' 2-1/4" 5' E 318" Large Diameter ITW Tepcoo 3 ksi Concrete 3" 1.1/2' 4" Holow Block' 3" 1-1/2" 8' A LYNN MILLER. P.E. P.EJ158705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revised By: Dole: NOTES: 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE 2) ANCHORS INTO GROUT -FILLED CMU OR HOLLOW BLOCK ARE ONLY APPLICABLE FOR THE JAMBS. 3) ALL ANCHOR HEAD TYPES ARE ALLOWED. • SEE SHEET 1, GENERAL NOTE 3. Revision: GLASS TYPE C • 1J110•I.G. GLASS STACK 7/16' AIRSPACE 1/4• TEMPERED GL4S5 Revised By: C^ 7/21/15 Revision: INTERLAYER MAN. PRODUCT REVISED as emptying with IOO Florida Building Code ) 5'O�OI Acceptance N0 imlion Dale GLAZING DETAILS J ROSOWSKI STOREFRONT SYSTEM DETAILS - LM Date: 10/05/12 CERT. OF AUTH. 129296 Series/WM: SS-3500 Scoter NTS Sheet: 2 OF 10 Drawing No. MD-3500-LM RA INSTALLATION OPTION INSTALLATION ANCHORS DIRECTLY INTO MASONRY. • • • • •• • • • • • • • •• EXTERIOR a CONCRETE/CMU PER ANCHOR REQUIREMENT VISIBLE • d_IGHT • HEGHT • • •• • FRAME• • • • HEIGHT* • • • • • • • • • • • • • • • • • • • • EiIIERIOR •••4:I • • • • • • o L% i INSTALLATION OPTION INSTALLATION ANCHORS DIRECTLY INTO MASONRY. CONCRETE/CMU PER ANCHOR REQUIREMENT EDGE If DIST. (` EMBEDMENT 1 1 12' MAX. SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 2. •• • • �1•I� 0 d$ • 0 •• OPTIONAL IIG LASS EDGE DIST. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 2. 0 VERTICAL SECTION B-B REQUIRED AT EACH ANCHOR LOCATION 2' MAX. SHIM EMBEDMENT CONCRETE/CMU PER ANCHOR REQUIREMENT INSTALLATION OPTION INSTALLATION ANCHORS _THROUGH 1X BUCKSTRIP INTO MASONRY. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 2. 2X WOOD BUCK OR FRAMING EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 2. O EXTERIORLr,F.1111 a 48 X 1.5/8' BUGLE -HEAD OSMS, 2-12" FROM EACH END 8,13-12" MAX. O.C. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 2. INSTALLATION OPTION INSTALLATION ANCHORS INTO 2X WOOD. 4" LENGTH ANCHOR CHANNEL AT INSTALLATION ANCHORS. SEE SHEET 1 FOR REQUIRED LOCATIONS VERTICAL SECTION E-E CURVED FRAME MEMBERS ONLY t11111111t INSTALLATION OPTION INSTALLATION ANCHORS DIRECTLY INTO METAL NOTES: 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1, SHEET 2. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. AU. ANCHOR HEAD TYPES ARE ALLOWED. 2) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8. SHEETS 5-8. Revised By: Revised Br SC Dale: Date: 7/21/15 Revision: Revision: NO CHANGE APPROVED MULLION ALUMINUM, STEEL FRAMING OR STEEL STUD, SEE TABLE 1, SHEET2. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 2. PRODUCT REVISED as complying with the Florida Ailding /5AcceptanceNo-O(p1?Og `xpitaliat Datc00/$ By 24 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description: VERTICAL X-SECTION Title: STOREFRONT SYSTEM DETAILS - LM Drown By: J ROSOWSKI Dale: 10/05/12 CERT. OF AUTH. #29296 Series/Model. SS-3500 Scale: NTS Sheet: 3 OF 10 MD-3500-LM Rev: A EMBEDMENT EDGE DIST. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1, SHEET 2. CONCRETE/CMU PER ANCHOR REQUIREMENT EXTERIOR 12' MAX SHIM •• EMBEDMENT • • • • •• •• DGE Olg►. • ale,AICHOR TYE, MBEDMENT D •BOOT•gSTANCE PE SUBSTRATE, BEE - TAME 1, SHEET 21 • • • • GQNCRETE/CM4 • PER ANCHOR • REOUIREMENII • • • • • MN'MAX. SHIM EMBEDMENT EDGE DIST. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 2. 2X WOOD BUCK OR FRAMING 112" MAX. SHIM --may INSTALLATION OPTION INSTALLATION ANCHORS DIRECTLY INTO MASONRY. STEEL REINFORCEMENT, SEE SHEETS 9&10 OPTIONAL LAMI IG GLASS �►- VISIBLE LIGHT WIDTH 1X WOOD BUCKSTRIP. SEE J4OTE 2, THIS SHEET. FRAME WIDTH 1/4' NUT & BOLT, 24' FROM EACH END AND 24' MAX O.C. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1. SHEET 2. INSTALLATION OPTION INSTALLATION ANCHORS DIRECTLY INTO METAL. HORIZONTAL SECTION A -A INSTALLATION OPTION INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EXTERIOR INSTALLATION OPTION INSTALLATION ANCHORS INTO 2X WOOD. EXTERIOR ALUMINUM REINFORCEMENT, SEE SHEETS9&10 ALTERNATE REINFORCEMENT VARIES WITH DESIGN PRESSURE REQUIRED. SEE TABLE 9, SHEET 9. NOTES: APPROVED MULLION. ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE TABLE 1. SHEET 2. 1 1-3/4' EDGE DIST. II EXTERIOR 1/2' MAX. SHIM 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS. FOLLOW EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS PER TABLE 1. SHEET 2. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. ALL ANCHOR HEAD TYPES ARE ALLOWED. 2) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE AS REQUIRED BY TABLES 3-8, SHEE I s 5.8. \ `111111111/.11 // h\') LYNN M No. 587051 7- �C EXTERIOR I 1= EXTERIOR LL __ _ _ 1/4' NUT & BOLT, 24' FROM EACH END AND 24' MAX O.C. FOR ATTACHED DOOR, 11 LSEE SEPARATE APPROVAL 3 i L -1 HORIZONTAL SECTION C-C L 3 FOR ATTACHED DOOR TRANSOM, SEE SEPARATE APPROVAL HORIZONTAL SECTION D-D Revised By: Dote: Revision: VISIBLE LIGHT FORMULAS FRAME WIDTH - 5-1/2' FRAME HEIGHT - 5-12" Revised By: SC Dale: 7/21 /15 Revision: NO CHANGE PRODUCT REVISED as complying with the Florida Building Code Acceptance No l$-0(o12,O8 BtRiration Date Alois By Miami 1070 TECHNOLOGY ERNE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 HORIZONTAL X-SECTION Title' STOREFRONT SYSTEM DETAILS - LM CERT. OF AUTH. $29296 Series/Model: SS-3500 Scale: NTS Sheet: 4 OF 10 Drown By: J ROSOWSKI Date: 10/05/12 Rev: A Drawing No MD-3500-LM TABLE 3: Window Wall Mullion Head/SIII Anchor Cluster Load Capacity (psf) (1/4" Maximum Shim Space) Nominal Dlm, Anchor Type 'A' Anchor Type It" Anchor Type"C" Anchor Type "Er Anchor Tym'E' E3 E4 Frame Width Frame Height A2 A3 A4 82 83. 64 C2 C3 C4 D2 03 D4 E2 241n 7218 120.0 120.0 1200 120.0 120.0 120D 120.0 120.0 1300 120.0 1200L 120.0 1200 120.0 120.0 301n 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 IMO 120.0 120.0 1200 120.0 1200 361n 120.0 120.0 110.0 120.0 120.0 1200 120.0 1200 120.0 120.0 120.0 120.0 1200 1200 1200 421n 120.0 120.0 1200 1200 120.0 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 48in 118.4 1210 120.0 120.0 120.0 120A 1200 120.0 120.0 120.0 120.0 120.0 110.0 120.0 121.0 541n 112.2 120.0 12.0 12.0 120.0 1200 1200 1200 IMO 120.0 120.0 120.0 120.0 120.0 1200 60in 108.2 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1210 120.0 120.0 120.0 661n 105.9 120.0 12110 120.0 120.0 120.0 120.0 1200 1200 120.0 1200 170,0 1201) 120.0 12110 721n 105.2 130.0 1200 170.0 120.0 120.0 1200 120,0 120.0 120.0 120.0 120.0 1110 120.0 IMO 241n 781n 120.0 320.0 1200 1200 120.0 120.0 120.0 1200 120.0 1290 120.0 120.0 120.0 1213.0 120.0 301n 1200 120.0 120.0 1200 120.0 1200 120.0 120.0 120.0 1200 120D 1200 120.0 1200 12E40 361n 120D 120.0 120.0 120.0 120.0 120.0 120.0 1200 1200 120.0 120.0 120.0 120.0 120.0 120.0 421n 113.9 120.0 120.0 1200 120.0 1200 120.0 1200 120.0 120.0 120.0 1200 1200 120.0 1200 481n 105.2 120.0 120.0 120.0 120.0 12110 120.0 120.0 120.0 1200 120D 120.0 120A 120.0 120.0 541n 99.0 120.0 120.0 1910 120.0 1200 1200 1200 1200 120.0 1200 120.0 120.0 120.0 120.0 601n 94.7 12.0 120.0 120.0 12010 1100 1200 120.0 120.0 120.0 1200 120.0 120.0 10.0 120.0 661n 91.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 1200 1200 120.0 1210 120.0 7210 90.2 120.0 1200 120.0 1300 120.0 120.0 1240 120.0 120,0 120.0 120.0 120.0 120A 120.0 241n 841n 828.0 1200 120.0 120.0 120.0 1200 110.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 1200 30)4 8.20.• 1200 120.0 12110 120.0 120.0 120.0 120.0 120.0 1290 120,0 1200 1214) 12013 120.0 361T !143 Ittlb6120.0 120S 1�{�2.�0 120.0 1300 120.120.00 10 120.0 120.0 12A120.0.0 0 120.0 10 120 103.1 1M0. 1M0 1M! J .0 1210 120.0 1300 1200 1200 120.0 120.0 1200 5200 120.0 481n 496,7 j77p.120,0 1200 2200 1200 120.0 120.0 120.0 1200 121.0 120.0 1200 120.0 120.0 1 *540a 826 10.0• 120.0 1201 120.0 121D 120.0 120.0 120.0 120,0 120.0 120,0 120.0 1200 720.0 6010 84.2 1200 120.0 1201/ 1,0 121.0 1200 1200 1300 120.0 120.0 120.0 1200 121.0 1200 666 nl 81.0 1M0 1M0 nail 1116-11 72QA 721A IM0 1M0 1M0 120.0 1M0 ma 1M0 120.0 1 •731y ,,As 1tS4 1200 120.0 a150•0 j710 120.0 1200 1200 120.0 120.0 120.0 120.0 120.0 120.0 241n 901n 82. • 120.0• 120.0 120. 120.E 120.0 120.0 110.0 1200 120.0 120.0 120.0 120.0 1200 120.0 �R (200 128.9 1200 1208. ante *36.0 1200 120.0 120.0 120.0 1200 1200 120.0 1200 120.0 .7 __ G21n 105.2 1M0 1700 1200 120.120.120.0 120.0 10 120.0 120.0 1200 120.0 10 120.0 120.0 120.0 .9t1w�2 o81M0 12 i e1.1b-ff 178.0 120.0 12).0 120.0 1M0 120.0 120.0 120.0 120.0 120.0 481A Wig.2.0 120.0 120.0 OW. .120.0 120.0 120.0 120.0 120.0 120.0 1M0 120.0 120.0 IMO 9310 80.2 1290 120.0 120.0 1200 1203 120.0 120.0 120.0 120.0 121.0 1200 120.0 1200 120.0 6011# 75.79 113.6 1300 1201 MO, 4824.0 120.0 120.0 120.0 120.0 120.0 1200 12110 120.0 120.0 72n 200 S12.0 120.0 12(40 120.0 120.0 12110 s7 1, 1 2i 120.0 120.0 81 .0 "126.0 11 6 MO 1200 120.0 1200 1910 120.0 120.0 ii241n 136-0 428.0 1300 1200 1204 88200 1300 120.0 120.0 1200 120A 120.0 1300 1200 1200 3001nn - ' 361A 109.8 1200 120.0 12018 1*0 1*.0 1200 1M0 17.0.0 1M0 120.0 1M0 1110 120.01M0 9fIry 2ft0 123.0 120.081M0 1h1.0 1M0 120,0 120.0 1210 121.0 ma 1M0 1300 1M0 421n 97.751n • sii 4210• 120,0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120D 120.0 120.0 120.0 120.0 481n 77.0 115.5 1110 1M0 120.0 120.0 120.0 1700 1200 120.0 120A 1200 120.0 1200 120.0 5418 71.4 107.1 120.0 120.0 120.0 1200 117.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 601n 67.1 100.6 120.0 115.9 1200 1200 1105 120.0 120.0 120.0 120,0 1200 1200 1200 120.0 661n 618 957 120.0 1212 120.0 120.0 105.1 120.0 120.0 120.0 1200 120.0 120A 120.0 120.0 72In 613 92.0 120.0 105.9 120.0 120.0 1011 120.0 1200 120.0 120.0 120.0 120.0 120,0 1300 241n 102 In 1200 120.0 120.0 120.0 122.0 1200 1200 1200 1200 120.0 120.0 1200 120.0 120.0 120.0 301n 104.5 12110 3240 121.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 1200 1200 1200 120.0 361n 90.2 120.0 120.0 1200 120.0 12110 120.0 1200 1200 120,0 120.0 1200 1260 120.0 120.0 421n 80.2 120.0 120.0 IMO 120.0 120.0 120.0 120.0 1200 12190 120.0 120.0 120.0 120.0 120.0 481n 720 109.2 120:0 120.0 120.0 120.0 110.0 1910 120.0 120.0 120.0 12110 1200 120,0 1200 541n 67.3 1010 120.0 116.3 120.0 12.0 110.9 120.0 1200 1200 120.0 1200 120.0 120.0 120.0 601n 63.1 94.7 120.0 109.0 120.0 120.0 104.0 120.0 1200 120.0 120.0 120.0 120.0 1200 120.0 661n 59.9 89.8 119.8 103.4 120.0 1200 987 120.0 1200 1161 120.0 120.0 120.0 120.0 120.0 IF COMBINED WITH STOREFRONT ENTRANCE DOOR (SEE SEPARATE APPROVAL). THE LESSER DESIGN PRESSURE VALUE OF THE DOOR OR STOREFRONT SYSTEM SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. Window Wal Mullion Head/Sill Ancho Cluster Load Capacity (psf) (1/4" Maximum Shim Space) Nominal Dim. Anchor Type 'A' Anchor Tym'0' Anchor Ty • e 'C' Anchor Type 'Cr Anchor Type E3 'E' E4 Frame Width Frame Height A2 A3 M 82 83 B4 C2 C3 CA 02 D3 D4 E2 241n 1081A 118.4 120.0 1200 1200 120.0 120.0 1200 1200 120.0 1200 120.0 120.0 120.0 1200 1200 301n 97.7 1200 1200 1200 120.0 1200 1200 1200 1200 120.0 120.0 120.0 12.0 120.0 120.0 361n 84.2 120.0 1200 120.0 120.0 120.0 120.0 1200 120.0 1200 1200 1300 1200 1300 1910 421n 74.6 111.9 IMO 120.0 1200 120.0 20. 10 1200 120.0 120.0 1200 120.0 120,0 120.0 120.0 481n 67.6 1014 120.0 116.8 120.0 120.0 111.4 120.0 120.0 1200 1200 120.0 120.0 120.0 1200 541n 62.3 93.5 1200 107.7 120.0 1200 102.7 120.0 1200 120.0 1200 1200 120.0 1200 1200 601n 583 87A 1165 100.7 1200 1200 96.0 1200 120.0 115.0 DOD 120.0 120.0 1200 120.0 661n 55.1 82.6 110.2 95.2 120.0 120.0 90.8 120.0 1200 108.7 1200 120.0 114.7 120.0 120.0 241n 114In 111A 120.0 1200 120.0 120.0 100.0 1200 120.0 120.0 120.0 1200 7200 1200 120.0 1700 30in 91.8 120A 1200 1200 120.0 120.0 1210 120.0 170.0 1200 120.0 120.0 1200 120.0 120.0 361n 78.9 118.4 120.0 120.0 1200 120.0 120.0 1200 1200 1200 120.0 1200 120.0 120.0 1200 421n 69,8 104.7 120.0 120.0 120.0 1910 115.0 120.0 1300 1200 120.0 120.0 1290 120.0 120.0 481n 63.1 94.7 1200 109.0 120.0 120.0 104.0 1300 120.0 1200 120.0 1200 120.0 120.0 120.0 541n 580 117.1 116.1 100.3 120.0 120.0 95,6 120.0 120.0 114.5 120.0 12110 120.0 120.0 120.0 601n 54.1 812 • 1082 93.5 120.0 IIDA 89.1 120.0 110.0 106.7 120.0 1200 112.7 120.0 120.0 241n 1201n 105.2 120.0 1200 120.0 120.0 1203) 120.0 120.0 1200 120.0 120.0 120.0 120.0 1200 120.0 301n 86.6 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1290 120.0 1200 120.0 1200 1200 361n 74.3 111.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 42In 65.6 98.4 120.0 113.3 120.0 120.0 108.1 121.0 120.0 120.0 120.0 1200 12(10 120.0 1200 481n 59.2 888 118,4 102.2 120,0 120.0 97.5 120.0 120.0 116.8 120.0 120.0 1200 1200 120.0 54In 54.3 81.4 1086 93.8 120.0 120.0 89.5 120.0 1210 1071 120.0 120.0 1131 120.0 120.0 Wln 50.5 75.7 101.0 87.2 120.0 120.0 63.2 120.0 1200 99.6 120.0 1200 100.2 120.0 1200 241n 1261n 99.7 120.0 1200 1200 1200 110.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 IMO 301n 819 120.0 320.0 1200 120.0 120.0 1200 120.0 120.0 120.0 120.0 120.0 1200 1200 120.0 361n 70,1 105.2 12(40 120.0 120.0 120.0 115.6 120.0 120.0 120A 10.0 1200 1200 1200 1200 421n 618 92.7 120.0 106.8 1200 120.0 1019 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1290 481n 55.7 83.5 1114 96.2 120.0 1200 91.8 120.0 1910 109.9 120,0 120.0 11E0 120.0 120.0 541n 51.0 765 102.0 88.1 1200 1200 84,0 120.0 1200 100,E 120.0 120.0 106.2 120.0 120.0 2418 1321n 94.7 120.0 12110 1200 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 1910 120.0 1200 301n 77.7 116.5 1200 120.0 120.0 120.0 1200 321.0 1200 120.0 1200 12013 120.0 120.0 1910 361n 6E4 99.7 20. 10 114.8 120.0 120.0 109.5 120.0 120.0 120.0 120.0 120.0120.0 120.0120.0 10 421n 585 87.7 117.0 101.0 120.0 120.0 9E4 1200 120.0 115.4 120.0 120.0 1200 120,0 1200 4810 516 789 185.2 90.9 120.0 120.0 86.7 120.0 1200 103.8 1200 120.0 109.6 1200 1211 54i8 48.1 72.1 96.2 83,1 120.0 120.0 79.2 118.9 120.0 94.9 120.0 120.0 1012 1200 120A 241n 13810 902 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 301n 73.9 110.8 1240 1190 120.0 120.0 IMO 120.0 120.0 1200 1200 120.0 720.0 120.0 120,0 361n 611 94.7 1200 109.0 1200 120.0 104.0 1210 120.0 1100 120.0 1200 1200 120.0 120.0 421n 55.5 83.2 111.0 95.9 1290 120.0 91.4 120.0 120.0 109.5 120.0 120.0 115.6 120.0 120:0 481n 49.8 74.7 99.7 86.1 120.0 1200 BL1 1200 120.0 98.3 120.0 120.0 103.8 120.0 120.0 241n 1441n 86.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 1200 120.0 120.0 1200 301n 70.5 105.7 120.0 120.0 120.0 120.0 116.1 120.0 120.0 120.0 1200 120.0 110.0 120.0 120.0 361n 60.1 90.2 120.0 103.8 120.0 120.0 99.0 120.0 120.0 11E6 120.0 120.0 1209 120.0 120.0 4210 52.8 79.2 105.8 9L2 120.0 120.0 87.0 120.0 120.0 104.1 120.0 120.0 109.9 1200 120.0 481n 47.3 71.0 94.7 81.8 1200 120.0 78.0 117.0 120.0 93.4 120.0 120.0 986 1200 120.0 `\5111111111177r, P5S: • .0CE,VS6.•. No. 58705 Cr ' 'j WIDTH 2 -�•+ WIDTH t II`_. HEIGHT II 11 FRAME WIDTH - WIDTH 1 + WIDTH 2 2 Andt.r TYPe aofAruhors at Each Slde of Mullion Anchor Type "of Andcn at Emit Side of M14Horr Anchor 1YPe at Each Side of Mullion A2 2 A3 3 M 4 82 2 B3 3 84 4 C2 2 C3 3 CA 4 02 2 D3 3 04 4 E2 2 E3 3 64 4 SILL SHOWN, HEAD SIMILAR, QTY. MAY VARY SEE TABLE 1, SHEET 2 FOR ANCHOR O.C. SPACING, 4' MAX. %CAS-•.:�(ORIDP,.•'G��� '';;/°/VF\)- °4, r7/11111 t''1,. A. LYNN MILLER, P.E. P.E.B 58705 Revised By: Dole: Revision: Revised By: SC Dote: 7/21 /15 Revision: NO CHANGE PRODUCT REVISED as complying with tha Florida Building Code Acceptance No /.�7' Ob)'1•013 Ea loon Dale 2018 By Mimtu 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Description. ANCHOR TABLES @ 1/4" SHIM SPACE J ROSOWSKI Till.: STOREFRONT SYSTEM DETAILS - LM Dole: 10/05/12 CERT. OF AUTH. #29296 Series/Model: SS-3500 Seale: NTS Sheet: 5OF10 Droning No. MD-3500-LM Rev: A • • • • • • TABLE 4: Window WaN Mullion Head/SIII Anchor Cluster Load Capacity (psf) (1/2" Maxlmon, Shlm Space) Nominal Pm. Anchor Type 'A* AnthorTypc"8" Ancho8TVp C" Anchor lype'D' Anchor Type'E' © E4 Frame Width Frame Height A2 A3 µ B2 63 84 C2 C3 CA 02 03 04 E2 241n 721n 1200 120.0 120.0 120.0 120.0 120.0 1200 1200 120.0 120.0 120.0 120.0 120.0 120.0 120.0 301n 120.0 Imo 120.0 170.0 120.0 1200 1200 1200 1200 120.0 120.0 1200 120.0 120.0 120.0 361n 1129 120.0 120.0 1129 120.0 120.0 120.0 1213.0 120.0 12.0 120.0 120.0 120.0 Imo 120.0 421n 102.5 120.0 120.0 102.5 120.0 120.0 1200 110.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 481n 95.3 1200 110.0 95.3 120.0 120.0 120.0 120.0 1100 1240 120.0 120.0 1200 120.0 1200 541n 90.4 120.0 120.0 90.4 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1208 1210 12110 601n 87.1 1200 1200 97.1 120.0 170.0 179.2 1200 1260 120.0 120.0 120.0 1200 120.0 1200 661n 85.3 120.0 120.0 85.3 120.0 120.0 116.7 120.0 120.0 120.0 120.0 1200 1100 120.0 120.0 721n 84.7 Imo 120.0 84.7 12110 120.0 115.9 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 24in 78In 120.0 120.0 120.0 130.0 120.0 120.0 120.0 120.0 1200 1200 Imo 1219 1200 120.0 120.0 301n 116.2 170.0 Imo 1162 120.0 120.0 120.0 120.0 120.0 1200 1310 120.0 120.0 12110 120.0 361n 1017 120.0 120.0 101.7 120.0 120.0 120.0 120.0 120.0 12110 120.0 12110 1200 1100 120.0 421,1 917 120.0 1260 91-7 120.0 1200 1209 1200 1200 120.0 120.0 1200 1209 120.0 120.0 481n 64.7 12011 1200 84.7 120.0 120.0 1159 120.0 120.0 120.0 1210 1210 120.0 120.0 120.0 541n 79.7 119.6 Imo 79.7 119.6 1210 109.0 1200 529.0 110.0 120.0 1200 120.0 120.0 I WO 601n 712 1144 120.0 762 114.4 120.0 104.3 1200 120.0 12.0 120.0 120.0 120.0 120.0 120.0 661n 739 1109 1200 739 110.9 120,0 1011 Imo 12.0 120.0 12.0 1200 120.0 120.0 120.0 721n 72.6 108.9 120.0 72.6 1019 120.0 99.3 120.0 120.0 IW O 120.0 120.0 120.0 120.0 120.0 241n PA In 10.0 1M120.0B 10 1M0 120.0 120.0 120.0 120.0 120.0 120.0 129.0 1200 120.0 120.0301n !1m�0. • i 120.0 120.0 106.1 120.0 120.0 1200 Imo 1200 310.0 120.0 120.0 Imo 120.0 120.0 31 •92A W20.J1e 120.0 924 120.1,11210 120,0 120.0 120.0 120.0 120.0 120.0 1208 120.0 1210 8411481• 838 1208 120.0 too 1080 12.0 113.5 1200 1200 120.0 120,0 1200 1200 120.0 120.0 481111 114.48 120.0 762 8314.4 IMO 104.3 120,0 120.0 120.0 120.0 1200 120.0 Imo 1200 _ �410 �767,6.1 dt 120.0 7L3 107.0 1M0 97.6 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0Hu6 8 10L7. 11.0 PI14}.7 110 9L7 120.0 1M.0 118.1 120.0 110.0 120.0 120.0 120.0 661n 65.4 97.8 120.0 65j "9i% j4G0 89.2 120.0 120.0 113.7 120.0 120.0 120.0 120.0 120.0 72 n 635 95.3 120.0 615 95.3 120.0 86.9 1210 120.0 110.7 120.0 120.0 120.0 120.0 Imo 1 • r 8 •114.3 12911 120.0 117.3,911.0 111211.0 IMO 120.0 120.0 120.0 120.0 120.0 1200 120.0 129.0 'n arr• •97,6• 120.097g• .120A 0 120120.01m 10 0 320.0 10 120.120.00 S0 120.0 120.0 1100 I8 9018 •84.7 1 0 1M0 64.7 B 1.0 115.9 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 110IIII 111 461Iy ,611.6 120.0 75.8 •7idf, 010.0 103.6 120.0 120.0 120.0 120.0 1M0 1210 120.0 1210 481n 869.3 104.04 120.0 698 104.0 120 94.8 120.0 120.0 120.0 120.0 1200 120.0 120.0 120.0 - At! 6318 120.0 64.5 •4. 01210 663 120.0 120.0 111.5 1300 120.0 120.0 1200 120.0 VIP 66In 61.9. 915 110.0 61., �a 0 83.4 120.0 120.0 1063 120.0 120.0 POD 120.0 1100 66N 514 87.5 116.7 584 • 9 • Ii%.7 79.6 119.7 120.0 101.7 1200 3200 120.0 120.0 120.0 I • 0636 965 00(♦7 112.9 5645 • 11104 eV*.9 77.2 115.9 1200 984 120.0 120.0 120.0 120.0 120.0 241n 97.751n 111007 120.04 120.0 106.7 12110 120.0 1200 120.0 120.0 120.0 1300 120L0 120.0 120.0 Imo r 301n II.4 61..0 1200 88 1Md 8110.0 120.0 120.0 120.0 1300 120.0 120.0 1200 1210 120.0• • j6)0 S •1/8.7 120.07 •1!4.7 14.0 104.6 1200 1M0 Imo 120.0 110.0 320.0 110.0 1M0 421n 4,68.1 102.7. 3210 68.1 102.2 120.0 93.2 1M,0 120.0 1187 1200 1201) 120.0 120.0 120.0 481n 0684 8980 120.0 62.0 93.0 120.0 84.8 1200 120.0 1081 120.0 120.0 1200 1210 120.0 541n 575 862 1149 57.5 86.2 114.9 78.6 117.9 3M.0 100.2 3m0 120.0 720.0 120.0 120.0 601n 54.0 81.0 1080 54.0 810 108.0 73.9 1108 120.0 94.1 183,0 1200 120.0 120.0 120.0 661n 514 77.1 1028 51A 77.1 102.8 763 105.4 IMO 89.6 1100 120.0 120.0 120.0 120.0 721n 49.4 74.1 988 49.4 74.1 918 67.5 101_3 120.0 861 120.0 1M0 120.0 1200 1210 24In 3021n 101.7 120.0 1200 101.7 1200 120.0 120.0 120.0 120.0 120.0 120.0 1200 120.0 120.0 120B 301n 84.1 120.0 3M8 84.1 120.0 1M0 115.1 120.0 120.0 120B 120.0 1100 3200 120.0 120.0 361n 726 1011.9 120.0 72.6 108.9 120.0 99.3 120.0 120.0 120.0 120.0 120.0 1200 120.0 120A 421n 64.59E8 120.0 64.5 968 120.120.00 883 1.0 110.0 112.5 120.0 M 10 120.0 120,0 M. 10 481n 586 88.0 117.3 586 88.0 117.3 80.2 1200 120.0 1022 1M.0 120.0 120.0 120.0 120.0 541n 54.2 81.3 1014 54.2 813 10.4 74.1 1112 120,0 94.5 120.0 120.0 120.0 120.0 120.0 601n 50.8 76.2 101.7 508 7E2 1017 695 104.3 120.0 88.6 1m0 1m0 1210 1M.0 120.0 661n 48.2 723 96.4 48.2 7L3 964 65.9 989 120.0 84.0 120.0 120.0 120.0 3200 120.0 IF COMBINED WITH STOREFRONT ENTRANCE DOOR (SEE SEPARATE APPROVAL), THE LESSER DESIGN PRESSURE VALUE OF THE DOOR OR STOREFRONT SYSTEM SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. Window Wall Mullion Head/SIII Anchor Cluster Load Capadty (psf) (1/2" Maximum Shim space) Nominal Pm. Andmr7y3 'A' Anchor Type 'IP Anchor Type'C AndlorTyp 'Cr Anchor Type"r Frame Width Frame Height A2 43 Al 82 83 B4 C2 C3 C4 D2 D3 04 E2 E3 FA 241n 1081n 95.3 120.0 120.0 95.3 120.0 120.0 1260 L 120.0 120.0 120.0 1100 120.0 1209 120.0 1200 301n 78.7 118.0 120.0 717 1180 120. 107.6 120.0 120.0 120.0 120.0 12.0 120.0 1710 Imo 361n 67.8 101.7 120.0 67.8 101.7 120.0 92.7 Imo 120.0 118.1 120.0 120.0 120.0 1210 120.0 42In 601 90.1 120.0 601 901 120.0 82.2 120.0 1210 104.7 120.0 1200 120.0 120.0 120.0 481n 543 817 109.9 54.5 817 1089 74.5 111.7 120.0 94.9 120.0 120.0 1200 120.0 120.0 543n 502 753 100.4 50.2 753 1004 68.7 1010 120.0 87S 120.0 120.0 120. 1200 170.0 60In 46.9 70A 93.8 46.9 704 93.8 64.2 96.2 120.0 81.8 1210 120.0 120.0 120.0 Imo 661n 44.4 66.5 88.7 44.4 665 887 60.7 910 120.0 77.3 1160 120.0 114.7 120.0 120.0 241n 1141n 89.7 1200 1210 89.7 1200 120.0 120.0 120.0 12100 120.0 120.0 120.0 1200 1200 1200 301n 73.9 110.9 120.0 73.9 110.9 120.0 1013 120.0 120.0 120.0 120.0 170.0 120.0 120.0 120.0 361n 63.5 95.3 1200 63.5 95.3 120.0 869 120.0 120.0 110.7 120.0 120.0 120.0 120.0 120.0 421n 56.2 84.3 1124 56.2 84.3 1124 769 1153 170.0 98.0 1208 120.0 1200 120.0 120.0 481n 50.8 762 1017 50.8 76.2 301.7 69.5 1043 120.0 88.6 120.0 1208 Imo 120.0 1200 541n 467 70.1 93.5 46.7 70.1 93.5 61.9 95.9 120.0 81.5 120.0 120.0 120.0 120.0 120.0 601n 416 65.3 87.1 43.6 65.3 87.1 59.6 89.4 119.2 75.9 113.9 1200 112.7 120.0 120.0 241n 120In 847 120.0 1200 84.7 120.0 12110 115.9 120.0 120.0 1710 170.0 120.0 120.0 Imo 1210 301n 697 104.6 180.0 69.7 104.6 120.0 95.3 120.0 120.0 120,0 Imo 1200 120.0 120.0 1200 361n 59.8 89.7 119.6 59.8 817 119.6 81.8 120.0 120.0 104.2 120.0 120.0 120.0 120.0 120.0 42111 528 79.2 1058 528 79.2 105.6 72.2 1083 120.0 92.0 120.0 120.0 1200 120.0 120.0 481n 47,7 715 95.3 47.7 715 95.3 65.2 978 1210 83.1 1200 1200 120.0 120.0 12041 541n 43.7 65.6 874 43.7 65.6 87A 568 89.7 119.6 761 114.3 1210 113.1 120.0 IMO 60In 40.7 61.0 813 40.7 61.0 813 55.6 83.4 1112 70.9 1063 120.0 105.2 120.0 120.0 24I9 80.3 120.0 1200 80.3 120.0 1200 109.8 120.0 120.0 120.0 120.0 1210 120.0 120.0 120.0 301n 659 919 1711.0 65.9 989 120.0 902 120.0 120.0 114.9 120.0 120.0 120.0 1210 120.0 361n 563 84.7 1129 565 84.7 1129 77.2 115.9 120.0 984 120.0 120.0 1260 12110 Imo 421n fit" 498 74.7 99.6 418 74.7 99,6 68.I 102.1 120.0 868 120.0 IMO 120.0 120.0 120.0 481n 448 673 89.7 44.8 67.3 69.7 6L3 92.0 120.0 78.2 1172 120.0 1160 1260 120.0 541n 411 61.6 82.1 41.1 6L6 82.1 56.2 84.3 1123 716 107A 120.0 106.2 1200 120.0 241n 1321n 76.2 114.4 120.0 76.2 114.4 120.0 104.3 120.0 120.0 120.0 120.0 1200 120.0 1204 120.0 301n 626 938 120.0 626 93.8 1200 85.6 120.0 120.0 109.0 1210 120.0 120.0 120.0 120.0 36In 53.5 803 107.0 515 80.3 1071 73.I 103.8 120.0 93.2 120.0 120.0 120.0 120.0 120.0 42i0 47.1 70.6 94.2 47.1 70.6 94.2 64.4 96.6 1000 82.1 120.0 120.0 120.0 1200 120.0 481n 42.4 63.5 84.7 42.4 63.5 84.7 57.9 869 115.9 738 110.7 120B 109.6 120.0 12110 5410 38.7 581 77.5 38.7 581 77.5 53.0 79.4 1059 675 1012 120.0 1002 120.0 120.0 241n 138In 72.6 1089 120.0 72.6 108.9 120.0 993 IMO 120.0 120.0 120.0 120.0 1200 120.0 120.0 301n 59.5 89.3 1190 59.5 89.3 119.0 814 1000 120.0 1017 1200 120.0 120.0 120.0 120.0 361n 50,8 762 1017 508 76.2 101.7 693 104.3 120.0 88.6 120.0 120.0 120.0 120.0 1200 421n 44.7 67.0 89.4 44.7 67.0 89.4 611 91.7 120.0 77.9 1168 1200 115.6 120.0 1260 481n 40.1 60.2 80.3 40,1 602 803 54.9 42.3 109.8 69.9 1019 1000 1038 1260 120.0 241n 1441n 69.3 104.0 120.0 69.3 104.0 120.0 918 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 301n 56.7 85.1 113.5 56.7 85.1 1133 77.6 116.4 120.0 98.9 120.0 120.0 120.0 1200 120.0 361*n 484 72.6 96.8 484 726 96.8 66.2 993 120.0 84.4 120.0 1200 120.0 120.0 1200 42in 425 63.8 65.0 42.5 63.8 85.0 58.1 87.2 116.3 74.1 1111 120.0 109.9 120.0 120.0 48In 361 57.2 76.2 _38.1 57.2 762 52.1 78.2 104.3 66A 99.7 120.0 98,6 120.0 120.0 i\\11II I11/l7 WIOTH 2 -.1 WIDTH 1 HEIGHT 11 II FRAME WIDTH WIDTH 19. WIDTH 2 2 Anther Type 8o(Andwrs at Ead451de of Mullion Anchor type II of Anchor at Each side of Mullion Anchor TYPa 90(Andtors et Each1lde of Mullion AZ 2 A3 3 µ 4 82 2 83 3 B4 4 C2 2 C3 3 CA 4 D2 2 D3 3 D4 4 E2 2 E3 3 E4 4 SILL SHOWN, HEAD SIMILAR, QTY. MAY VARY SEE TABLE 1. SHEET 2 FOR ANCHOR O.C. SPACING, 4' MAX. WINDOW I�----�-I i'�-- 21/4" Revised try: Revised By: SC Doter 7/21 /15 R4vision: Revision: NO CHANGE PRODUCT REVISED as complying with Um Florida 13oi1dmg Code Ae4eprance No / 5-0421 iration Date 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Description: ANCHOR TABLES @ 1/2" SHIM SPACE J ROSOWSKI STOREFRONT SYSTEM DETAILS - LM Dote: 10/05/12 CERT. OF AUTH. #29296 Series/Model: SS-3500 Scale: NTS Sheet: 6 OF 10 Droning No. MD-3500-LM Rev: A TABLE 5: Window Wa I Max. O.C. Jamb Ancho Spacing (in) (l/4' Madnxen Shim Space) Frame Frame Anchor Anchor Anchor Andsor Anchor Width Height Type•A' 'Tyne°• Type•C Type.0. Type'r 241n 18 la 10 18 18 301n 18 18 18 18 16 341n 18 18 ' 18 18 18 42in 18 111 18 18 18 411n 72In LS IS 18 18 18 641n 15 18 1S 18 18 6018 15 18 15 18 18 66In 15 16 15 • 18 721n 15 18 16 18 18 241n 18 1/ 18 18 )8 301n 18 18 18 18 16 361n 18 IS 18 11 1S 42In 161/2 18 18 11 IS 48 in 781n 161/2 18 161/2 18 18 64111 161/2 18 16 I/2 18 111 601n 13 3/16 18 161/2 16 IS 661n 13 3/16 18 161/2 18 1e 721n 13 3/16 18 13 3/16 18 18 2418 13 18 18 11 18 301n 18 18 18 13 18 36ln 18 13 18 28 18 42In 038 13 11 18 18 481n 841n 03/84 18 18 18 16 541n8 13/8 0*• 143/3 •le •♦ti • • 143/8 III 143/8 611 6 18• 66 n1 430• 143/8 It 18• • j2J1., 1; • = 1 143/8 J18 18. 241n 18 1/ 18 •11 • 18• • 301n301n 18 • III 18 •1• • • Oe• 361n IS 18 18 18 18 -• A/l • II 18 • 1? • !iv . KN_ 9ll In 5/8 • 155/8 18 155/8 •1 • •!�• •-ae.! Madill 155/8 1•••N 661n 483 18 • 13 •18 18• 721n• If6•• 13 SA••1 I' e • �110 18 1118 fl 30n• 1 • 11 11 la • •- A 4' •.i51C• 1710 • 8 18 •(i • • 11691 42In gl1/e8 18 • 171/8 18 18 • 48In 97.51n 14*4 •• 17 VS •18 •M 541n 141/4 18 141/4 •1g • 185 � 41 12*110f 141/4 1 180 661n IT V1¢ ) ' 11 3/16 28 18 721n • 12 3%1a 12 3/16 18 18 Wlndow Wa 1 Max. 1 mb O.C. Anchor Spacing (In) (1/4' Maximum Sour Space Frame Frame Anchor Anchor Anchor Anchor Anchor width Height Type'A' Type'r 7ype'C6 Type•°. Type•F• 24In - 18 18 18 10 18 3010 11 18 18 18 18 361n 18 18 I8 11 18 Alin 18 18 18 18 IS qln 102N 15 18 15 18 18 511n 127/8 18 15 38 18 601n 117/8 16 127/6 18 18 661n 111/4 18 127/1 18 18 lean 11 18 IS III 11 301n II 18 le 1S 18 16in 1e 18 13 18 18 411n 16 IS 16 Is 18 48in lath, 1311/16 1a 16 18 IS 54lnM 1311/16 18 1311/16 IS 18 6/1n 12 18 1311/16 16 18 grin 12 18 12 16 11 241n 18 111 18 18 18 301n 18 16 18 11 18 361n 17 1S 28 18 IS 4219 1141n 17 18 17 16 11 Min 14 9/16 18 14 9/16 18 18 541 n 111/4 18 14 9/16 11 18 601n 123/4 18 LI3/4 II 13 241n 18 18 18 18 18 301n 18 18 18 18 IS 161n 18 18 18 11 18 42In 1201n 15 7/16 18 IS 11 18 481n 131/2 18 15 7/16 IS 18 Slip 131/2 18 131/2 18 18 601n 12 18 131/2 18 18 241n 16 18 18 18 18 301n 18 18 18 18 18 36in 18 16 18 18 18 42In 1n 226. 16 5/16 le 16 5/16 18 11 483n 141/4 18 141/4 28 18 541n 1211/16 11 141/4 13 11 2A In 1a 1S 1S 18 18 301n 10 I. 18 18 IS 361n 171/8 Ice 18 .IS 18 42in in I" U IS 171/8 IS 18 481n 13 5/16 18 15 28 la 541n 13 5/16 18 13 5/16 18 13 241n 18 18 18 18 18 30in 18 la 18 IS 18 361n 136In 10 18 11 le 18 4210 153/4 18 151/4 18 18 42In 14 16 14 18 18 241n 18 IS 18 28 13 301n 11 18 18 III 18 361n 1441n 16 18 18 1/ 18 42In 1411/16 18 161/2 18 18 481n 13 3/16 18 1411/16 18 18 1 `�,\" 00 LYNN ' 1,, 'F..•'.ANNs)CENS,.: • .. le >ti. No.50705 * TABLE 6: Window Wall Max. limb O.C. Ancho Spacing (In) (l/r Maximnn1hlm Space Frame Frame Md.nr Anchor Anchor Anchor Anchor Wldlh Height Type•A' Type! Type .0 type Tr Type'6' 24In 18 18 16 16 11 10in 18 18 18 11 11 361n 15 15 18 18 18 431n 15 13 18 11 18 481n 721n 12 12 16 26 IS 54 in 12 22 15 16 II 601n 12 12 15 18 18 66in 11 12 IS le 18 7218 12 12 15 18 18 241n 18 18 18 16 11 301n 161/1 161/2 11 18 13 361n 161/2 161/2 18 1/ 11 421n 13 3/16 13 3/16 18 11 16 48In 7815 13 1/16 13 3/16 161/2 28 18 Slln 11 11 161/2 IS 18 601n 11 11 161/2 18 16 661n II 11 161/2 18 18 721n 11 11 13 3/16 18 18 241n 18 18 18 18 13 301n 18 18 11 IA 13 361n 143/8 143/8 18 18 18 421n 143/8 143/1 18 18 16 48In 841n 12 12 18 18 11 541n 12 12 143/1 11 18 601n 10 5/16 10 5/16 143/6 11 16 66in 10 5/18 10 5/16 143// 18 18 7210 10 5/16 10 5/16 143/8 18 18 2410 18 18 16 la 18 30in 18 1S 18 I1 16 3618 155/8 155/8 18 IS 18 42In 13 13 18 18 18 481n 901n 11 13 355/1 11 16 641n 111/6 111/8 155/8 16 16 601n 111/8 111/8 155/8 18 18 grin 93/4 93/4 13 1S 11 72in 91/4 93/0 13 16 18 241n 18 18 18 16 18 30in 171/8 171/6 18 18 11 36 in 14 5/16 14 5/16 18 11 16 421n 121/4 121/4 171/6 18 16 461n 97.75 in 121/4 121/4 171/1 18 18 541n 103/4 103/4 14 5/16 18 18 601n 103/4 103/4 14 5/16 171/8 18 661n 91/2 91/2 U1/4 171/8 18 721n 91/2 91/2 121/4 /71/8 18 241n IS 18 le 18 11 301n 1S 18 13 18 13 36 in 15 IS IS 11 18 42M 127/8 127/8 18 18 10 461n 1021. 111/4 111/4 15 18 18 54In 111/4 111/4 15 18 16 (01n 10 10 127/8 18 16 ,66119, 60 10 127/8 18 18 Window W a I Max. I mb O.C. Anchor Spacing (in) (1/2• Madmum SNm Space) Frame Frame Anchor Anchor Anchor Anchor Anchor W14N Height type 'A' 'well. Type'C' Type•0• Tyner' 241n 18 18 18 I/ 18 3019 16 16 18 18 16 M In 13 II/16 1311/16 11 18 U 421n 1311/161311/16 16 18 18 43in 10ein 12 12 16 IA 18 541n 1011116 1011/16 1311/16 18 16 601n 9 5/8 95// 13 11/16 11 18 6619 95/8 95/8 12 16 18 241n 18 11 18 le 18 301n 17 17 18 18 18 361n 14 9/16 14 9/16 11 16 18 42In 11419 123/4 123/4 17 11 18 481n 11. 5/16 11 5/16 14 9/16 18 18 541n 10 3/16 10 3/16 14 9/16 18 11 6019 91/4 91/4 123/4 17 18 241n 18 18 18 18 18 301n 18 18 I1 18 18 361n 131/2 131/2 18 IS • 18 421n 1201n 12 12 16 16 10 48 l n 1013/16 1013/16 15 7/16 11 16 Salo 1011/16 1011/16 131/2 1/ 18 601n 913/16 913/16 111/2 18 IS 241n le 18 1e 1e 78 301n 16 5/16 16 5/16 18 18 18 361n 141/4 141/4 18 18 1/ 42In 1261n 1211/16 1211/16 16 5/16 19 18 481n II3/8 113/1 141/4 - 18 18 54 in 103/8 101m 141/4 18 11 241n 18 18 11 16 11 loin 171/S 171/8 18 16 111 Min 15 15 18 I8 IS 42 in L. i" 12 12 171/6 IS 18 481n 1015/16 1015/16 15 18 08 541n 10 10 13 5/16 171/8 11 241n I8 18 is 1S 18 301n 153/4 15 3/4 18 1e 18 361n 1161n 14 14 16 18 18 42In 12 5/8 12 5/8 15 3/4 18 18 481n 11 7/16 11 7/16 14 18 18 14 in 1S 18 11 16 18 301n 161/2 161/2 13 18 18 361n 144 in 1411/16 1411/16 18 11 18 42in 12 12 I61/2 18 IS 4319 11 11 1411/16 16 18 Revised By: Revised Br SC Dole: Dole: . 7/21/15 Revision. Revision: NO CHANGE PRODUCT REVISED as complying with lho Florida - Building Code Acceptance Noes•O J2.O.. pimlion Dole ?pIS 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Descfption: JAMB ANCHOR TABLES A1l7: STOREFRONT SYSTEM DETAILS - LM CERT. OF AUTH. #29296 Series/Mode: SS-3500 Scale: NTS Sheet: 7 OF 10 Drawing No MD-3 Drown By: J ROSOWSKI Date: 10/05/12 Rev: 500 LM A TABLE 7: Window Wall Mud -Panel Anchor Quantity (1/4' Maximum gem Spare) frame frame Anchor Anchor Anchor Anchor Anchor Width ReISM TYpe 'A' WWII. 'Wet. TIW'0' WW1. 241n 1 1 1 1 1 301n 1 1 1 1 1 361n 2 1 1 1 1 411n 2 1 1 1 1 Mtn 721n 3 2 2 2 1 541n 3 2 2 2 2 EOM 4 2 2 2 2 66In 4 3 3 3 3 72In 5 3 3 3 3 NIn 1 1 1 1 1 301n 1 1 1 1 1 361n 2 1 1 1 1 421n 2 1 1 1 1 43In 761n 3 2 2 2 1 541n 3 1 2 2 2 601n 4 2 2 2 2 661n 4 3 3 3 3 721n 5 3 3 3 3 241n 1 1 1 1 1 301n • • 1 1 1 1 361n • • 1 1 •l. • 1 • . 411 ? 1• • 1 41 j . •4tlrr 1 &In 3 2. 2 2• 1• 54In • 4.'.1.• 2 2 2 .,••P• • 46 2 1 2 • 2 1 661n 4 3 3 • • 3 4 •721n 5 • 3 3 7•••3.1 NIn 1 1 .. 1. • I n• �1 r''411 ti • . ►. 1 4 it • 1• 1 •••4►• 2 2 1 1 I 1 4 .A8j!41301n 3 ••e. 2 2 •••1• 541n 38 2 • 2 i i 601n 4 • • 7 • 1 • 2 • • 2 • �• 4 3 3 in••• 721n • 5 •3 3 3 M• 3 •li4F••• 1 • •• 1 t•••• • 30M 1• • 1 • 1 1 1 Sin 2 4) • • 1 1• 1 • •421n 2 1 1 1•.• 1 • M*1 • 9I.751n 3 • • t - 2 2 1 541n 3• .. . •4 • 2 2 2 601n 4 2 2 2 2 661n 4 3 3 3 3 721n 5 1 3 3 3 241n 1 1 1 1 1 301n 1 1 1 1 1 361n 2 1 1 1 1 421n 2 1 1 1 1 481n 1@In 3 2 2 2 1 541n 3 1 2 2 2 601n 4 2 2 2 2 461n 4 3 3 3 3 • Window Wall Mld-Panel Anchor (1/4" Malinum SNm Space Quantity Forme Width Frame Height Anchor TeW'A' Anchor Type'6" Andwr Type"C Mche, Teen 'D" Anchor Type '6' 7.41n 1 1 1 1 1 301n 1 1 1 1 1 361n 2 1 1 1 1 421n 2 1 1 1 1 481n 1061n 3 2 2 2 1 54hi 3 2 2 2 2 601n 4 2 2 2 2 661n 4 3 3 3 3 241n 1 1 1 1 1 301n 1 1 1 1 1 361n 2 1 1 1 1 421n 1141n 2 1 1 1 1 481n 3 2 1 2 1 541n 3 2 2 2 2 601n 4 2 2 2 2 241n 1 1 1 1 1 30M 1 1 1 1 1 361n 2 1 1 1 1 421n 1201n 2 1 1 1 1 48in 3 2 2 2 1 541n 3 2 2 2 2 601n 4 2 2 2 2 241n 1 1 1 1 1 30In 1 1 1 1 1 36M 2 1 1 1 1 421n R61n 2 1 1 1 1 48In 3 2 2 2 1 541n 3 2 2 2 2 241n 1 1 1 1 1 301n 1 1 1 1 1 361n 2 1 1 1 1 421n 1321n 2 1 1 1 1 461n 3 2 2 2 1 541n 3 2 2 2 2 241n 1 1 1 1 1 301n 1 1 1 1 1 361n 1381n 2 1 1 1 1 421n 2 1 1 1 1 48In 3 2 2 2 1 24In 1 1 1 1 1 301n 1 1 1 1 1 36M 144In 2 1 1 1 1 421n 2 1 1 1 1 481n 3 2 2 2 1 MID -PANEL ANCHORS TO BE EQUALLY SPACED, +1-112" SILL SHOWN. HEAD SIMILAR TABLE 8: Window Wall M d-Panel Anchor Quantity (1/2" Maximum Shim Space Frame Width Frame Height Anchor Type'A" Anchor Type'6' Anchor Type'C. Anchor Type 'Cr Anchor TyW'E" Mln 1 1 1 1 1 301n 1 1 1 1 1 36M 2 2 2 1 1 421n 2 2 2 2 1 481n 721n 3 3 2 2 1 541n 4 4 3 2 2 601n 4 4 3 3 2 661n 5 5 4 3 3 721n 6 6 5 4 3 Mtn 1 1 1 1 1 30in 1 1 1 1 1 361n 2 2 2 1 1 421n 2 2 2 2 1 481n 781n 3 3 2 2 1 541n 4 4 3 2 2 60M 4 4 3 3 2 661n 5 5 4 3 3 721n 6 6 5 4 3 241n 1 1 1 1 1 301n 1 1 1 1 1 361n 2 2 2 1 1 4210 2 2 2 2 1 481n 141n 3 3 2 2 1 54In 4 4 3 2 2 601n 4 4 3 3 2 661n 5 5 4 3 3 721n 6 6 5 4 3 241n 1 1 1 1 1 301n 1 1 1 1 1 361n 2 2 2 1 1 421n 2 2 2 2 1 481n 90In 3 3 2 2 1 541n 4 4 3 I 2 60M 4 4 3 3 2 661n 5 5 4 3 3 721n 6 6 5 4 3 241n 1 1 1 1 1 301n 1 1 1 1 1 361n 2 2 2 1 1 421n 2 2 2 2 1 481n 97.751n 3 3 2 2 1 541n 4 4 3 2 2 601n 4 4 3 3 2 661n 5 5 4 3 3 72In 6 6 5 4 3 NOTES: 1) USE THIS SHEET FOR ANCHOR QUANTITIES LOCATED BETWEEN THE CLUSTERS, ON THE HEAD AND SILL. \0% 11 r177' s\(TQNY. YN dfjf .•• 1.ICENSF •. C,c. No. 58705 •• >E 7. Window Wail M d-Panel Anchor Quantity (1/2" Magnum SNm Space( Frame Frame Anchor Anchor Anchor Anchor Anchor 1Ndth Height Type .4,` noel). TYW'C 'Neer Type'6" Mln 1 1 . I 1 1 301n 1 1 1 1 1 361n 2 2 2 1 1 41In 2 2 2 2 1 481n 1021n 3 3 2 2 1 541n 4 4 3 2 2 601n 4 4 3 3 2 661n 5 5 4 3 3 241n 1 I 1 1 1 30M 1 1 1 1 1 361n 2 I 2 1 1 421n 2 2 2 2 1 441n 108!n 3 3 2 2 1 541n 4 4 3 2 2 601n 4 4 3 3 2 661n 5 5 4 3 3 NIn 1 1 1 1 1 301n 1 1 1 1 1 361n 2 2 2 1 1 42M 1141n 2 2 2 2 1 48In 3 3 2 2 1 541n 4 4 3 2 2 601n 4 4 1 3 2 241n 1 1 1 1 1 30In 1 1 1 1 1 361n 1 2 2 1 1 421n 1301n 2 2 2 2 1 481n 3 3 2 2 1 541n 4 4 3 2 2 601n 4 4 3 3 2 NIn 1 1 1 1 1 301n 1 1 1 1 1 361n 2 2 2 1 1 421n 1261n 2 2 2 2 1 481n 3 3 2 2 1 541n 4 4 3 2 2 24In 1 1 1 1 1 301n 1 1 1 1 1 36M 1 2 2 1 1 421n 1311n 2 2 2 1 1 481n 3 3 2 2 1 541n 4 4 3 2 2 2�In 1 1 1 1 1 301n 1 1 1 1 1 361n 1381n 2 1 2 1 1 421n 2 2 2 2 I 481n 3 3 2 2 1 NIn 1 1 1 1 1 30In 1 1 1 1 1 361n 1441n 2 2 2 1 1 42M 2 2 2 2 1 481n I 3 2 2 I Revised Ry: Dole: Revision: Revised Ely: 7/21/15 Revision: NO CHANGE PRODUCT REVISED as complying with the Florida Building Code Acceptance No(5-Or0VZ.08 Expiration Delo '.X ! V /40 f9 By Miami wade Product Control 1070 TECHNOLOGY OWE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Deseriplion: PANEL ANCHOR TABLES J ROSOWSKI Tile: STOREFRONT SYSTEM DETAILS - LM Dote: 10/05/12 CERT. OF AUTH. #29296 Series/Model: SS-3500 Scale: NTS Sheer: 8 OF 10 Droning No. MD-3500-LM Rev: A •• •• • •• •• •• •• • • • • TABLE 9: Window Wall Mullion Capacity (psf) Nominal Dim. Unreinfarced (Glass Ty ese&E) Unrelnforced (Gluslypes A&D) Alum. Rein!. (Glass Types C&F) Steel Rein). (pass Ty esC&F) Frame1Mdth Frame Height Pos(*) Nag(.) Pos(*) Neg(-) Pos(4) Nag(-) Pos(al Neg(-) 24In 721n 70.0 80A 90.0 90.0 90.0 11910 90.0 1200 301n 70.0 80A 90.0 904 90.0 1000 90.0 120.0 361n 70.0 80.0 910 93.0 90.0 100.0 900 120.0 421n 70.0 800 900 90.0 90.0 • 100.0 90.0 120.0 481n 70.0 800 900 90.0 90.0 100.0 90.0 1200 541n 70.0 80.0 900 90.0 900 100.0 90.0 120.0 601n 70.0 80.0 90.0 900 900 100.0 900 120.0 661n 910 103.0 90.0 120.0 721n 90.0 100.0 90.0 120.0 241n 781n • • • • • 0414 700 8.0 900 90.0 900 1000 90.0 120.0 301n 700 BOA 900 90.0 90.0 100.0 900 1200 361n 70.0 80.0 900 90.0 90.0 1000 90.0 1200 42In 70.0 804 90.0 90A 90.0 100.0 90.0 I20.0 4819 70.0 80.0 90.0 93A 900 100.0 90.0 120.0 541n 70.0 80A 910 90.0 90.0 100.0 900 120.0 60 in 70.0 800 90.0 900 90.0 100.0 90.0 170.0 661n 900 100.0 90.0 1200 • • 90.0 100.0 90.0 1200 • 2i 0 • • . 841n • • • • • a10 1 900 904 90.0 100.0 90.0 1200 301n 410.0 80.0 000 90.0 90.0 100.0 90.0 1200 • 418•In 90.0 A.0 IBA 900 910 1010 90.0 120.0 42In 70.0 : 90.0 90.0 100.0 90.0 120.0 48In 70.0 • •Sa.O 900 90.0 90.0 100.0 900 120.0 • ✓` I e• 700 80.41 • 0980 90.0 90.0 1000 900 1200 601n • • • 93.0 100.0 90.0 1200 • 4681n • • • • • • • 900 100.0 90.0 120A 72•10 90.0 100.0 "An • • • • 901 j • • • •••• • YI.0 �.0 900 90,0 90.0 1009 90.0 120.0 ____,N 9 • • 70.0 80.• • • 090,0 90.0 90.0 200A 900 120.0 • 90819 70.0 800 90.0 904 90.0 1010 900 3200 41.1n 700 Mir •' •9t0 90,0 90A 100.0 910 120.0 4 • 700 WA . • a1864 89.4 90A 100.0 900 120.0 • 90.0 100.0 90.0 1200 601n • • • • • 010 1000 90.0 120.0 661n • f • 90.0 1000 Tii7- • • • 90.0 ]00.0 241n • • 97.751n 1 • 7A0 80.0 900 90.0 90.0 1010 900 120.0 301n 70.0 80.0 900 900 90.0 100.0 900 120,0 361n 70.0 800 90.0 90.0 90.0 1000 90.0 120.0 42In 70.0 80A 87.9 87.9 900 100.0 90.0 120.0 481n 70.0 90A 80.0 80.0 90.0 1000 90.0 120.0 541n 90.0 100.0 90.0 1200 W In 90.0 1200 661n 900 1000 72In 90.0 100.0 241n 1021n 700 030 90.0 90A 900 100.0 910 120.0 301n 700 80A 900 90A 90.0 100.0 90.0 120.0 361n 70.0 80.0 88.3 893 900 1000 90.0 120.0 421n 68.3 77.1 77.1 77.1 90.0 100.0 90.0 1200 48In 900 1010 910 1200 541n 90.0 1010 90.0 120.0 601n 90.0 1010 661n 90.0 100.0 IF COMBINED WITH STOREFRONT ENTRANCE DOOR (SEE SEPARATE APPROVAL). THE LESSER DESIGN PRESSURE VALUE OF THE DOOR OR STOREFRONT SYSTEM SHALL BE THE DESIGN PRESSURE FOR THE ENTIRE SYSTEM. Window Wall Mullion Capacity (psf) Nominal Dlm. Onrel forced (Glass Types B & E) Unrolnforced (Glass Types A&DI Alum. Reid.Reel (Gass Types C& F) Reid. (Gass Types C&F) Frame Width Frame Height Pos(3) Nee(-) Pot(*) Nag I.) Pos(r) Neg(-) Pos(s) Nee(-) 241n 1081n 700 80.0 90.0 90.0 900 103.0 900 120.0 301n 700 80.0 87.5 87.5 90.0 1170.0 90.0 1200 361n 65.6 74.0 74.0 74.0 910 1000 90.0 1200 42In 57.1 64.5 64.5 64.5 90.0 1010 90.0 120.0 481n 900 100,0 90.0 1200 541n 90.0 100.0 601n 90.0 100.0 66In 90.0 1010 241n 1141n 700 900 90.0 90.0 90.0 100.0 900 120,0 301n 08 74.2 - 74.2 741 910 100.0 90.0 120.0 361n 555 62.6 62.6 62.6 90.0 100.0 90.0 120.0 421n 90.0 100.0 900 120.0 481n 90.0 100.0 90.0 120.0 541n 900 100.0 601n 900 1010 241n 170i5 69.7 78.5 715 785 90.0 100.0 90.0 1200 301n 56.2 63.4 63.4 63.4 90.0 1000 900 120.0 3611 47.4 53.5 53.5 535 93..0 1000 90.0 120.0 42In 93.0 100.0 90.0 120.0 481n 90.0 100.0 90.0 120.0 541n 900 1010 601n 900 1000 241n 1261n 60.1 67.7 67.7 67.7 90.0 100.0 90.0 120.0 301n 48.5 54.6 54.6 54.6 910 100A 90.0 1200 361n 408 46.0 46.0 46.0 90.0 100.0 90.0 120.0 42In 87.1 96,8 90.0 116.5 481n 90.0 100.0 541n 84.0 93.4 241n 1371n 52.2 58.8 58.8 58.8 90.0 1000 90.0 120.0 301n - 42.1 47.4 47.4 47.4 93.0 100.0 90.0 1200 361n 87.1 96.7 90.0 116.4 42In 75.4 03.8 900 100.9 481n 805 89.4 541n 72.6 80.6 24I0 1381n 45.6 51.4 5L4 51.4 90.0 100.0 900 120.0 301n 307 41.4 41.4 41A 90.0 - 100.0 90.0 12110 361n 76.0 84.4 90.0 101,E 42In 79.2 88.0 48In 70.1 77.9 241n 1441n 401 451 452 452 90.0 1000 910 120.0 301n 32.3 36.4 36.4 36.4 79.5 88.3 90.0 106.3 361n 65.7 741 80.3 89.3 421n 69.5 77.2 481n 61.5 68.3 -r{ WIDTH 2 --� WIDTH 1 Ifs HEIGHT II II FRAME WIDTH - WIDTH 1* WIDTH 2 2 ALUMINUM REINFORCEMENT #19509, 6063-T6 .! // 7, 7/ // 7/ 7/ 7, / STEEL REINFORCEMENT #19532, A36 STEEL Revised By: Dote: Revision: Revised By: SC Date: 7/21/15 Revision: NO CHANGE PRODUCT REVISED as complying with the Florida Building Code Acceptance No ) 5-0612.08 Execration Date r)8 By Miami 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 Description: MULLION CAPACITY Title: STOREFRONT SYSTEM DETAILS - LM Drown By: J ROSOWSKI Date: 10/05/12 CERT. OF AUTH. #29296 Series/Alodel: SS-3500 Scale: NTS Sheet: 9 OF 10 Drowing No. MD-3500-LM Rev: A ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE EXTERIOR •• jQF;c vED OR ANGLED HEADERS. CORNERS MAY BE WELLS • • • • • • • • • • • • •• i• • • • • • • • • • • • •• • FOR CLARITY, ANCHOR PLATE NOT SHOWN EXTERIOR .094" 5.000' —el .989' .094' FRAME HEAD, SILL & JAMB #19501, 6063-T8 4 ALUMINUM REINFORCEMENT #19509, 6063-T6 TABLE 10: 1.000• 1.750' .454' 4.192• .125'; ®TRANSOM BASE #19502, 6063-T6 -F L 2.908' -� .062• 1.521' 1.121' 4.192' .094" 03 FLAT .342• SNAP COVER #19505, 6063-T6 } t-•— 2.185' "— 1.121' FLUSH BEAD / 9/16" #19503, 6063-T6 FLUSH BEAD, 1-1/4" #19504, 6063-T6 I-.- 4.798' 1.653• I Item Dwp. A Description Materiel 1 19501 Frame Head, Jamb,SilI 006376 Alum. 2 19502 Transom Base 808348 Alum. 3 19505 Rat Snap Cover 6083--T8 Alum. 4 19509 Aluminum Reinforcement 608376 Alum. 5 19503 Flush Bead, 9/16" 6063-T6 Alum. 6 19504 Flush Bead,1.1/4" 8083 T8 Alum. 7 19531 Anchor Channel, 4" 8063-T6 Alum. 10 19532 Steel Reinforcement A38 Steel 30 1652 Setting Block 3/16' x 7/16" x 4", Duro =85+/-5 EPDM 31 1704 IGSetting Black 3/16"xl-3/32"a4",Duro =85+/-5 EPDM 40 13144 Glazing Gasket, Bead, Duro = 65+/-5 EPDM 41 19543 Glazing Gasket, Glazing Leg, Duro 80+/-5 Sentoprene 42 Silicone Backbedding: Dow 791, 795, GE7700 47 2870 Edgetech I.G. 7/16" Super -Spacer 50 712X112 N12x 1.1/2" Hex Washer Screw, Assembly Stainless Steel 53 76858 N6 X 1.5/8' Bugle Head Ph. Screw, for Curved Bead. Stainless Steel \\��V I„dill// ��pNV LYN,y Mjzey/ oCENSF '•,F.p i *'' t No. 58705 7 u: T TE O-• .>�(/. 19 //// /ONA1. F ,• A L11NN MlLllkii P.E P.E.0 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Revised By: Revised By: SC Dole: Dote: 7/21/15 .D94" --.- 0 ANCHOR CHANNEL #19531, 6063-T6 --��— .188' 4.750• i/i/ 1.125" 0STEEL 10 REINFORCEMENT #19532, A36 STEEL Revision: Revision: NO CHANGE MATERIAL/CORNER DETAILS 1 PRODUCT REVISED as complying with the Florida Building Code Accrplance No f5�O 12, Oa Brpirxlion Dom , _ 201,5 By Miwn Title: STOREFRONT SYSTEM DETAILS - LM Drown By: J ROSOWSKI Dole: 10/05/12 CERT. OF AUTH. #29296 Series/Model SS-3500 Scab: NTS Sheet: 10 OF 10 Droving No. MD-3500-LM Rev: A DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) LCGI Windows and Doors, Inc. 10100 NW 25 Stree'tJ'- Miami, Fl. 33172, F' 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 RER - 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. RER 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 approvedas described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. (DESCRIPTION: Series "238"`Ouw tsrng Aluminum.T , Casement Window - L.M APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 AlumOutswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, 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 after 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. A rtrERTI E ber-preceded-by-the-wards-Miami-Dade-ounty, Flor-ida; -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 shall be provided to the user by the manufacturer or its distributors and shall be available fop Inspecliot► at t rejoi sjtevt the request of the Building Official. This NOA revises NOA# 14-0506.01%nd etnlis<r5 of VI poge'Land evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentid'rted al5dve.• • • • • • • The submitted documentation was reviewed by Manuel Perez, P.E. • • • • • • • • MIAMI•DADE COUNTY APPROVED •••• • •••- •••• • • •• • • • •• • • •• • • •• • • • • • • • • • • • • . • • • • • • • • • • • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW-26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.gov/eco nomg �y � iYOA No. 15-0512.1911 Expiration Date: October 26, 2018J Approval Date:`Septemb'er 17, 2015 Page 1 • • •• •• • • • • • • • •• • • • •• - • • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS. 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super -Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulatingglass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. 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 9/1 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked. —up drawings and installation diagram of a series 318 outswing aluminum casement 4inc%w, keparad by Certified Testing Laboratories, Test Report No. CTL-3009WB, did 83/z4/41gfl8C1 acid sealed by RameshiC 1, P.E. (Submitted under previous NO 4 # 1445a67d1) . ••• • . . • ▪ . . . . . •• • • • • . . • . • •. . • . • • . • . • •• • . • . . . • .•. • ... . • • • • ▪ • • • • • • • ••• • • • • •• •• • • • ••• • • • ••• • • • • • • •• Manuel Pe P.E. (/ Product Control : . y' finer NOA No. 15-1 12.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 • CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) 6. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted-un - .03) .. ... . . . . • .. .• • . .. . • • • • • .. '. . . . ... . . • .. ... .. . . • .. • ... . . .' • . ' . . . • • • . .. • • • . . . . . . . . . . • . . • • • • .. • • • • • . . ... • ... • • . E-2 ... • . • • ... • . • . • . • . . . • . . .. • • • . • . • . • • .. .. • • • .. .. 000 . . • ... • • Manuelere 1 Product Control Ex er NOA No. 15-0512.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. 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 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on O5/21/16. .. ... . . . . . .. . • • . • . . .. .. • • • .. Manuel Pere , P. • ... // • • Product Control Exmin r • . • . . . . . . .. . . . . . . . . NOA No. 15- I .19 • .. • • • . • • • ... . ... . Expiration Date: October 26, 2018 Approval Date: September 17, 2015 E-3 • . . . . • • . • • . • . • . . . • • .. .. • • . .. . . . ... . • . ... . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5'h Edition (2014), dated April 11, 2014, issued by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01=1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) - 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. . • • . • . . ..• ... • .. • . . • • .. • ... • • . ..... • . • • • • • • • . • . . . . . • . • • .. • . • . . . • • ... • ... . .• E-4 .... • • . •... • . •. ••... • . • ... • .... Manuel ' erez Product Control Ex. ► r NOA No. 15-05 2.19 Expiration Date: October 26, 2018 Approval Date: September 17, 2015 GENERAL WINDOW SECTIONS WINDOW WIDTH FLANGE FRAME �u 8 VENT WIDTH WW-2" i 0 D.L. OPG. ro I WW-7" 6 6' MAX. TYP. A alp 0 E� i/ CORNERS n I C�J 0 I I / Ix = 0 CAM LOCKS 0 I I NII // m o s p Q �' 0 I'�w" 2 LOCK POINTS ALL SIZES C O— __ ==-_z/-_µ_- 1 // r m rr �o �± enixII aa p¢ATUIMPACT g VINDOWS DNLYW' El �'x1 0 l __/_1i 111 Ia a g t<II O r � II o 03\jj _� • //2UN�I_ Ti 3F=== SURFACE APPLIED f J BZZ o �,YYy �W� — \ 11 FALSE NUNTINS OPTIONAL tttVyy Q W ei E rif- N 00 � uII m am........... i. I. • • FOR GLASS TYPES, \ 2 • • n Tfj • •• • t, \ • • • •Q • • 0 • • • • • • • • 0 • 0. OPG•• REFER SHEETS TO 3 AND 4. 2 1/2" t I O I 24" MAX. TYP. O 0 W - 1• 2 • VENT WIDTH D.L. OPG. VENT WIDTH t' TYPICAL AT HEAD/SILL ELEVATION 0 • • • • •__•_•_-- • • •WIN I� WIDTH • • _ _ WINDOW WIDTH (FLANGE FRAME) o _ F-r N • EXTERIOR ••• •••• •••• • • • • • • •••• • • • • • • • • • ti n. J MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS �` MULTI BY ALT. POINT LOCK INTERLOCK' TO CAM LOCKS 3 ,A. 3 M O n ri 03 N Z Z 3 0 0 IDv • • • • • • • At. Ira MAX. WDW. HEIGHT LOCK POINTS �%� -` `%—_ 1 MAX. WDW. HEIGHT LOCK POINTS V o g 0 �, • • • • • • x o x 42' 2 Mr 36" 2 t I • • z rtiI / • a•• •••• •• • rz 0� 56" 3 • B4• 11111 e O i 1 aoz¢ 1 O1 —' 1✓ U OY ` —Pf THESE E' -WINDOWS -ARE -RATED -FOR -LARGE & SMALL -MISSILE IMPACT. a SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS: N h o USE CHARTS AS FOLLOWS. t NOTES' a 8 e E b DETERMINE DESIGN WIND LOAD REQUIREMENT BASED STEP 1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE FOR MULLION/MULTIPLE SEPARATE UNITS, REFER TO CGI MULLION N.O.A. o „ .5 x _ -, REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE - - USING APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE (HVHZ). - ^ --� STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER En9r: JAVAD OML AHRAD PRODUCT REVISED i a CAPACITY OF DESIRED GLASS SIZE/TYPE. LOADS TO THE STRUCTURE. STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS n.. PE CAN. i 70592 3538 as complying with the Florida BiaMiAcceptanceN Acceptance No mk (r9'C1,,„ • ,`� 4 ';'_-- WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIRED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ratio !Date 2D78 $ IN STEP 1 ABOVE. ANCHORING OR LOADING CONDITIONS J 4 201c NOT SHOWN IN THESE DETAILS ARE ALUMINUM NOT PART OF THIS APPROVAL. BY t 1 STEP 4 IF BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 5 FROM STEPS 2, 3 AND 4 ALL SHIMS TO RESULTINGEM. Ali 2:Pci drawing no. W98— 1 OO SHALLOAPPLY BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. (sheet 1 of 7 • • : • • • • • • • • • • • • • • • • SNUBBER AT IMPACT WINDOWS ONLY •• • • • • • • • •• . •• •. • VENT WIDTH • • • VAND8RY WIDTH EXTERIOR* •••• • • • • • • • GENERAL WINDOW SECTIONS EQUAL LEG FRAMF. O FOR GLASS TYPES. REFER TO SHEETS 3 AND 4. O.L. OPG. me VENT WIDTH WINDOW WIDTH is CAM LOCKS 2 LOCK POINTS ALL SIZES WINDOW HEIGHT MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK POINTS 42" 2 63" 3 84" 4 WINDOW WIDTH VENT WIDTH WW-1 1/2" D.L OPG. WW-6 1/2" TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK 9B BY 'INTERLOCK' ALT. TO CAM LOCKS Engr. JAVAD AHMAD CML FLA. PE # 70592 CAN 3538 6" MAX. TYP. HEAD/SILL CORNERS g mg 3� O NO SURFACE APPLIED FALSE HUNT INS OPTIONAL 24 MAX. TYP. AT HEAD/SILL MAX. WDW. LOCK HEIGHT POINTS 38" 56" 74" 2 3 4 84 5 PRODUCT REVISED as complying wish the Florida Building Code Acttplaua No 15• Q514 .19 Ex Didion Dote 1,018 Liam' ade Product Control Q 8 th 1 v n 5 • drawing no. W98-100 sheet 1.1of 7 ) • • • • • VENT CORNER •• • • • • • • • • •• • • • • • • • II.LL FRAME Alb VENT lORNERS 1 86 SEALED WITH GF• SILPRUF OR EQ • • • •• •• • • • • • • • •• •• • • •••• • ••••*-• • 5 • • • • • • • • • • • • • • • • FRAME CORNER 2.625 625 2.625 CORNER KEY .060 THICK ST. STEEL 2 5/8' CORNER KEY .062 THICK ALUMINUM 1.000 1 F 2.075 T 1,307 768 2,215 2.465 .080 TYP. FLANGE FRAME I--L757 1.875 .720 VENT 5/16' LAM. GLASS) 1.438 2.075 .768 1.057 2.465 2.715 .080 TYP. IA EQUAL LEG FRAME ITEM PARTY QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CGI-373 4 FLANGE FRAME 6063-T6 INDALO( OR EQUIV. 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. 2 CGI-378 4 VENT (5/16' LAM. GLASS) 6063-78 INDALEX OR EQUIV. 28 CGI-381 4 VENT (INSUL LAM. GLASS) 8063-T6 INDALEX OR EQUIV. 2C COI-385 4 VENT (7/16' LAM. GLASS) 6053-76 INDALEX OR EQUN. 3 C01-375 4 OGEE GLAZING BEAD 6063-75 INDALEX OR EQUIV. 3A COI-396 4 SQUARE GLAZING BEAD 8063-75 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0250-K-190 AS. READ. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND 80TTOM STEEL TRUTH, ATTACHED W/ (6) %8 X 3/8" 5S SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH. ATTACHED W/ (2) Y8 X 3/8" SMS 9A - I/ VENT MULTI POINT LOCK - TRUTH 98 - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) Y10 X 3/8" SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) Y8 X 3/8' SS SMS I1A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH. ATTACHED W/ (7) YR X 3/8' SS SMS_ 1J - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4' SS SMS 1.875 1.757 t.090 TYP. 720 - 1 I.438 1.624-- VENT INSUL. LAM. GLASS) 720 i - L438 0 VENT 7/16' LAM. GLASS) .383 ,754 -] .617 .830 CGI-375: OGEE GLAZING STOP .608 �.830 -- .617 I Q CGI-396: SQUARE GLAZING STOP Engr•. JAVAD AHMAD CML FLA. PECAN. {5 70592 2015 PRODUCT REVISED ea complying with the Florida Uuilding Code Acceptance No 15'0512. C>X.Irniinn Dater.98 BY Mims ado Prodoel . . J 9 th (305) 593-6592 0 91 n 5 2 9 9 B 5 0 8 5 5 0 drawing no. W98-100 (sheet 2of 7 T • • • • • • •• • •••• • • • • • ••• • •••• • •• • •••• .090" Saflex Clear And Color Glass INTERLAYERS- - By 'Eoslmon Chemical Co.' _ .090" Butocite PV8 By 'Kuraroy Americo. Inc.' 1/8" ANN. CLASS SILICONE GE-1200 DOW 995 DOW 899 5/18" NOMINAL GLASS TYPE '2' 3/16" MN. GLASS INTERLAYERS- _ .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Gloss - By 'Eoslmon Chemical Co.' .090" SentryGlas By Kuraroy America, Inc: _ .090" Butocite PVB By 'Kuraroy Americo. Inc: 3/16" ANN. GLASS 7 16" NOMINAL, GLASSITYPE-13' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLA110N QUAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH GHEIC*IT EXT. (+) INT. (-) EXf. (+) 1NT. (-) EXT. (+) INT. (-) • • • • 1 • 1 • 20" 24" 28' 30" 32' 36' 40" 42" • • • 10110.0 994.3 6 •110.0 195.0 110.0 195.0 .110.0 16y9 1P.0 195.0 110.0 195.0 • 6' • • • • • 4 41110.0 138.8 110.0 195.0 110.0 195.0 11'110.0 I29.1. 1r0.0 195.0 110.0 195.0 110.0 tr2•.} • 000.0 195.0 110.0 195.0 107.9 101% •Iu1.0 195.0 110.0 195.0 • • • • • 97.1 •7.1 41 110.0 195.0 110.0 120.0 92.5 111/!5•• •1T0.0 120.0 60.0 60.0 I • • I • • • • • • 20" 24' 28' 30' 32" 36' 40' 42" • • • • • 110.0 16111.1, • 41110.0 195.0 110.0 195.0 •110.0 'II • •1.0.0 195.0 110.0 195.0 • • • • • •2" • • • • • •• • • • • 110.0 118.9 110.0 195.0 110.0 195.0 110.0 tits • *1113.0 195.0 110.0 195.0 104.1 • 44.4 • 040.0 195.0 110.0 120.0 •92.5 92.5 110.0 120.0 110.0 120.0 83.3 • •• 43.3• 140.0 120.0 110.0 120.0 79.3 703 190.0 120.0 60.0 60.0 20" 24' 28" 30' 32' 36" ••••w•110.0 48. 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 40" 42" 72.8 72.8 110.0 12110 110.0 110.0 69.4 69.4 110.0 120.0 60.0 60.0 20" 24" 28" 30" 32' 36' 40' 42" 54' 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SILICONE GE-1200 'DOW 995 DOW 899 3/16' HEAT STREW() GLASS .075" Saflex CP With PET Core _ By 'Eoslmon Chemical Co.' .090" Saflex Clear And Color Glass - By 'Eastman Chemical Co.' .090" SentryGlas By Kuraroy America, Inc.' .090" Butocite PVB 8y Kuraroy Americo, Inc.' 3/16" HEAT STREW() GLASS INTERLAYERS- I 7/16" NOMINAL GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 1HRU 7 FOR INSTALLATION DETAILS SILICONE GE-1200 DOW 995 DOW 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 1HRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. WIDTH 20' 24" 28" 30' 32" 36' 40" GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE 'a' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' HEIGHT EXT. (+) NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) EXT. (+) 1NT. (-) 60" 98.8 85.8 76.7 73.2 70.2 112.6 110.0 195.0 110.0 195.0 95.4 110.0 195.0 110.0 120.0 83.3 110,0 120,0 110.0 120.0 77.7 72.8 110.0 110.0 120,0 120.0 110.0 110.0 120.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 19-7/8' 26-1/2" 37" 42" 19-1/8" 26-1/2" 37" 42" 26" 38-3/8' 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 110.0 728.1 190.6 110.0 110.0 195.0 195.0 110.0 110.0 195.0 * 195.0 110.0 137.5 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 20' 24' 28" 30° 32" 40" (6" 86.7 73.4 64.2 60.6 86.7 73.4 110.0 110.0 195.0 120.0 110.0 110.0 195.0 120.0 57.5 64.2 60.6 57.5 110.0 120.0 110.0 120.0 110.0 110.0 120.0 120.0 110.0 110.0 120.0 120.0 5 60.0 60.0 60.0 60.0 80.0 60.0 60.0 60.0 20" 24" 28" 30" 32" 36" 72' 66.4 56.1 48.9 46,0 43.6 66.4 110.0 195.0 110.0 120.0 19-I/8" 26-1/2" 37" 42" 19-1/8" 26-1/2" 37" 42" 50-5/8" 63" 110.0 144.5 110.0 195.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 74.7 74.7 110.0 120.0 110.0 120.0 65.8 96.7 65.8 104.2 110.0 110.0 120,0 195.0 110.0 110.0 120.0 195.0 74.9 77.9 110.0 120.0 110.0 120.0 80.0 60.0 110.0 120.0 110.0 120.0 60.0 60.0 60.0 60.0 56.1 110.0 120.0 110.0 120.0 48.9 110.0 120.0 110.0 120.0 46.0 43.6 110.0 110.0 60.0 120.0 120.0 60.0 110.0 110.0 60.0 120.0 120.0 60.0 32' 76' 36- 60.0 60.0 60.0 60.0 60.0 60.0 60.0 00.0 19-1/8' 26-1/2" 37' 37- 74-1/4" 77" 63.0 83.0 110.0 195.0 110.0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 20' 24' 28" 30" 32" 78" 52.0 43.8 38.1 52.0 110.0 120.0 110.0 120.0 43.8 110.0 120.0 110.0 120.0 38.1 110.0 110.0 120.0 120.0 110.0 60.0 120.0 60.0 60.0 60.0 60.0 60.0 20' 24" 28' 30" 32" 84" 41.5 34.9 41.5 110.0 120.0 110.0 120.0 34.9 110.0 120.0 110.0 120.0 110.0 120.0 54.5 54.5 51.2 51.2 51.2 51.2 48.3 48.3 48-3 48.3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. Fi'. 59.8 56.3 59.8 56.3 59.8 56.3 * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 98 Is USED 59.8 56.3 ** COMP -ANL\W98-100CG1 -3 3 3 rc 0 Z (n acc = N o n C r 0 •0 Cl 0 n z 3 O _ O Q 1 0 FAX. (305) 593-6592 A o n c s' 5 E tg2 0 UNv ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 Engr. JAVAD AHMAD CML FLA. PE / 70592 CAN. 3538 015 PRODUCT REVISED 99 complying with the Florida Building Cade 012.iq Acceptance No I.D• Bxp'retir 1 Dole BY Mien Dade Product 18 0 0 3 18 m o4as -, c a 8 drawing no. W98-100 (sheet 3 of 7 1/8" TEMP. AIR GLASS SPACE 1/8" INTERLAYERS- ANN. GLASS 1/8" ANN. SILICONE GE-1200 DOW DOW 1/8" .075" Saflex CP With PET Core - By 'Eastman Chemical Co.' _ .090' Saflex Clear And Color Glass By 'Eastman Chemical Co.' _ .090" SentryGlos By 'Kuraroy America, Inc' _ .090" Bulocite PVB By 'Kuraray America, Inc.' GLASS 995 899 TEMP. AIR GLASS SPACE 1/8" TEMP. INTERIAYERS- GLASS 1/8" TEMP. SILICONE GE-1200 D04 D04 _ .075" Soflex CP With PET Core By 'Eastman Chemical Co.' .090" Soflex Clear And Color Gloss By 'Eastman Chemical Co.' _ .090" SentryGlas By 'Kuraray Americo. Inc.' _ .090" Butacite PVB By 'Kuraray Americo, Inc.' SQUARE BEAD CLASS OPTIONAL ALL GLASS TYPES 995 699 4 [U] COMP-ANL\W98-1000G11 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX. (305) 2626978 XL EDGE SPACER XL EDGE SPACER 'CARDINAL' 'CARDINAL' SETTING BLOCKS 5T. STEEL BY OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 3/4" GLASS •• • • • • • • • SETTING BLOCKS ST. STEEL BY 2/ LITE OR EPDM DURASEAL BY 'QUANEX' DUROMETER 85±5 OR INSULATED SUPER SPACER BY 'QUANEX' 3/4" TYPE '2A' GLASS • •• 2/ LITE EPDM DUROMETER 85±5 INSULATED TYPE 'SA' r__,.. t 1 SERIES-238 ALUM OUTSWING CASEMENT WDW. (LM.I.)] CGI WINDOWS & DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 '• • + , ... PERFORMANCE VALUFii OF IMPAtTi. IPESIS1gNT WINDOWS • • • • •4SHURERS REWIRED • REFER ip SHEETSip THRU 7 F(8 INSTALATIQN DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OP IMPACT RESISTANT 'WINDOWS N0 SHUTTERS REQUIRED REFER 70 SHEETS 5 THRU 7 FOR INSTILLATION DETAILS ' WINDOW DWI GLASS TYPP A • el:SS TYPE '9A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE 'SA' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' S I WIOTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT, (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) I .... 20" 'Pe • • 110.0 t.? 4111.0 195.0 . 20" 98.8 112.6 110.0 195.0 19-1 /8" 110.0 195.0 110.0 195.0 I•••• 24' • • • • •10.0 18•9. • fifi SO 195.0 24' 85.8 95.4 110.0 120.0 26-1/2' 110.0 203.0 110.0 195.0 � 28" 110.0 1018 10.0 195.0 28" 76.7 83.3 110.0 120.0 37" 26• 110.0 145.4 110.0 195.0 I••• 30" • • • • • . i29.5 149.0 195.0 30" 73.2 77.7 110.0 120.0 42" 110.0 128.1 110.0 195.0 'k • 32' 18•110.0 4•• 110.0 12}49• •10.0 195.0 32" 60_ 70.2 72.8 110.0 120.0 19-1/8' 110.0 190.6 110.0 195.0 I • 414 : 36' 107.9 iPi91 • •j i1.D 195.0 36' 64.8 64.8 110.0 120.0 26-1/2" 38-3/8' 110.0 137.5 110.0 195.0 40' • 97.1 1.0.0 120.0 40' 60.0 60.0 - - 37' 98.5 98.5 110.0 120.0 • • • • 42' • - • • -92.5 •97•.1• 9T5• y1 I 1 1.0 120.0 42' 60.0 60.0 - - 42' 86.8 86.8 110.0 120.0 • 20" • • • •4 110.0 466.5 ••10.0 195.0 20" 86.7 86.7 110.0 169.0 19-1/8" 110.0 144.5 110.0 195.0 og le.fq N C Is9 B 5 6 z 9 " . d b 1 24" 110.0 r3 t� 1 1•••• 28' •••• • 0110.0 118.9 110.0 195.0 28" 64.2 64.2 110.0 120.0 37° 50-5/8' 74.7 74.7 110.0 120.0 30' 4 "• 110.0 WO110.0 195.0 30' 66' 60.6 60.6 110.0 118.2 42' 65.8 65.8 110.0 120.04 32' 104.1 104.1 110.0 120.0 32" 57.5 57.5 110.0 112.2 19-1/8' 96.7 104.2 110.0 195.0 38' 92.5 92.5 110.0 120.0 36" 60.0 60.0 - - 26-1/2' 74.9 77.9 110.0 120.0 40' 83.3 83.3 110.0 120.0 40' 60.0 60.0 - - 37' 63' 60.0 60.0 110.0 117.0 42' 79.3 79.3 110.0 120.0 20" 66.4 66.4 110.0 120.0 42" 60.0 60.0 - - 20' 110.0 145.7 110.0 195.0 24' 56.1 56.1 109.3 109.3 19-1/8' 63.0 63.0 110.0 120.0 r 24" 110.0 121.4 110.0 195.0 28' 48.9 48.9 95.3 95.3 26-1/2 74-1/4" 46.6 46.6 90.9 90.9 a 26• 104.1 104.1 110.0 120.0 30' 72" 46.0 46.0 89.8 89.8 37' 59.8 59.6 - - NOTE: 0 00o '5 4, ILI o U n o r 00 '--, :" n o E E 30' 97.1 97.1 110.0 120.0 32' 43.6 43.6 85.0 85.0 37' 77' 56.3 56.3 - - GLASS CAPACITIES ON THIS SHEET ARE 32' _ 46 91.1 91.1 110.0 120.0 36' 60.0 60.0 - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 4 0 r 36' 80.9 80.9 110.0 120.0 32' 60.0 60.0 - - * LIMT MAX. LOADS TO 171.0 PSF AND FLORIDA BUILDING COMMISSION WHEN MULTI POINT LOCK BY 'INETRLOCK' 98 l--, . g. i 6 - s 8 -- 1 ,-- 40' 72.8 72.8 110.0 120.0 38' 76" 60.0 60.0 - - DECLARATORY STATEMENT DCAO5-DEC-219 IS USED 69.4 69.4 110.0 120.0 20' 52.0 52.0 101,3 101.3 42• 20' 110.0 129.5 110.0 195.0 24- 43.8 43.8 85.4 85.4 ** SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY Engr: JAVAD AHMAD CML PRODUCTIREVISED 24' 98.0 107.9 110.0 195.0 28' 78" 38.1 38.1 74.3 74.3 SEE SHEET 1 FLA. PE 1 70592 CAN. 5}8 xe complyio8 With the Florida 28• 92.5 92.5 110.0 120.0 32' 60.0 60.0 - - Building Coda Accepleuee No(E- D61Z•lc 30' 84.4 86.3 110.0 120.0 20' 41.5 41.5 80.8 80.8 B>♦ 'ration Date •?D fs 32" S4_ 80.9 110.0 120.0 24" 34.9 34.9 68.0 68.0 BY drawing no. YY98- 1 0Q 36" 71.9 71.9 71.9 110.0 120.0 28' 84" S4.5 sa.s - - NOTE: I I . 20t�; Mca Dade Product 40" 64.8 64.8 110.0 120.0 30' 51.2 51.2 - - LOAD/AREA LIMITS PSF 16.34 SD. FT. �� 42" 61.7 61.7 110.0 120.0 32' 46.3 48.3 - - FOR +110.0, 120.0 = +110.0, -195.0 PSF = 10.00 SO. FT. sheet 4of 7 . INSTALLATION CONDITIONS FLANGE FRAME (APPLIFS TO ALI, FOUR SIDES) AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 CJ TEL (305) 2648100 FOX. (305) 2626978 ( COMP—ANL\W98-100CG1 ' TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1 3/B' 1/8' THK. MIN. SEALANT Falk SEALANTriall:r1F71dif !_32 \x/ 'a . =' \01 2 1/8' t L. I ° Q5 ';+.'a d ;xi 2 1/8• s0 ' s 01' '- �. ffff--��� vv ^ \lv 3 MIN. a \ i /n ° MIN 1' MIN 2-1/2' MIN. 2-1/2' MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' SERIES-238 ALUM OUTSWING CASEMENT WDW. (LM.I.)Jf CGI WINDOWS & DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 MATFRIAI: PRESSURE TREATED MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALL ATION DFTAII • • • •ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD ATTACHMENT TQ • • ••• • •• METAL STRUCTURES •• • •••• • • • • • • • • • IYeICAL_ _�1CHOR5 • SSEEEF SjIH,tEV FOR SPACING L� 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION �I' 1/8'MIN. 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION •••• %;A • • 1 3/8' I • t4ONT �� --y • I I SEALANT I _��••^ 1ti a; N ^:::! by descnpt(on 0 CHANGE Tay SHEET ' g a `g' 9 i; 6 6 g g LI Lg 9 9 A • 2 7/8• O 0 2 1/8' • • • aa • ° .... •• i- • '•.. r BUCK INSTALLATION BY OTHERS va ° a ` '. MIN. BUCK INSTALLATION BY OTHERS ATTACHMENT TO ,...1* MIN. 1' MIN APPROVED INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MULLIONS MATERIAL PRESSURE TREATED MATERIAI• PRESSUREIBFATFO TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL •; y "-- o H a t; " " o 21 2 . a n L2 g g ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4' X 1' X 3/4' X 1/8' 0. o c, 1 v v v \ 2-1/2' LONGin AT ANCHOR LOCATIONS LJ1 Engr: JAYAD AHMAD CML FU. PE + 70592 PRODUCT REVISED as complying with llu Florida CAN.+538 Building Code Aeeeplmlce No t7-o512, 11 Fie Ex (ration Date 1018 i drawing no. W98-100 u'I By WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING' SYSTEM AND TRANSFER ALT. ANCHOR LOCATION M Mimli axle Produci THEM TO THE BUILDING STRUCTURE. I' WITH SHEAR CLIP sheet 5of 7 . INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES' �U /A IY COMP —ANL\W98-100CGI) • aa. TYPICAL ANCHORS11 SEE ELEV. FOR SPACING SEE SHEEP 6 FOR DESCRIPTION FOR ANCHOR PERFORMANCE VALUES aaa SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/6' THK. MIN. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305)264-8100 FAX. (305) 262.6975 MI '' ji ill-ti 1 or \ ^0_I lb M11\ '^, � \N 2 1/5' 1 .. C z o \N 2 1/5" \ sss vv `. v " ` MIN. 2-1/2' 1MIN. MIN. o 2-1/2" 1' MIN. MIN. su s-238 ALUM OUTSWING CASEMENT WOW. (LM.I.), CGI WINDOWS & DOORS INC. 10100 N.W. 25TH STREET MIAMI. FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTAI LATION TYPE '2' WOOD BUCK TYPF '9' MATERIAI• PRESSURE TREATED 18TFGIAI: PRESSURE TREATED • • • •• • • •TYPICAL IMSTAWLATION DETAIL TYPICAL INSTALLATION DETAIL TQ • ON .ALL FOLf2.1IDESIUSING WOOD ON ALL FOUR SIDES/USING WOOD ATTACHMFNT METAI STRUC.TURFS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . jWI�[JCHORS FOR SPACING AMCFi LLN. iSI-ET 6 FOR DESCRIPTION un TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ___ rF�—1 —1/6' MIN. TYPICAL ANCHORS• SEE ELEV. FOR SPACING SEE SHEEP 6 FOR DESCRIPTION • • I • • •••• 1 3/8' NI i J • • • •• • • 1., VI g. )(revisions: by description NO CHANGE THIS SHEET NO CHANCE THIS SHEET REV. PER RER COMMENTS F 53� cZ • \ • J < a v . d v 2 7/6' a' . d a :,. 2 1/6' ., .4- --• • < v MIN. ATTACHMENT TQ BUCK INSTALLATION BY OTHERS < BUCK INSTALLATION BY OTHERS APPROVED- MULLIONS I" MIN 1" INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION MIN. TYPE '4' WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL dale: 12-04-98 ) scale: 1/2- - 1. dr. by: HAND 1I (chk. by. II ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD Engn JAVAD AHMAD CML FIA. PE 70592 CAN. 536 PRODUCT REVISED as complying wills Ua: Florida Building Coda Acceptance No 15-0512. 9 'rationUnte_ 1$ t 1 . drawing 00 W98-1 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. D15 y ylian Dade Product Ca sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS U\ COMP —ANL\W98-100CG1; ANCIIORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CUP ANCHORS 19/0 SHEAR CUP ANCHORS WITH SHEAR CUP ANCHORS I/O SHEAR CUP ANCHORS //•Li_ IV WINDOW DIMS. AT 17" 0.C. AT 10" O.C. AT 17" 0.C. AT 10" O.C. WINDOW DINS. WITH SHEAR CUP 1 AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT JO" 0.C. WINDOW DINS. AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. \ROOQ CORPORATION =RS 84 PRODUCT DEVELOPMENT W. 87 AVE 1ORIDA 33174 1264-8100 FAX (305) 262-6978 WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/111T.(-) EXT.(+)/1NT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 20" 195.0 195.0 154.8 195.0 32' 133.2 195.0 76.4 122.2 19-1/8' 195.0 195.0 EXT.(+)/INT.(-) 24- 195.0 195.0 129.0 172.0 36' 76' 118.4 189.5 67.9 108.6 28-1/2' 26' 195.0 195.0 149.4 195.0 28" 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 37" 195.0 195.0 107.8 77.2 161.8 30' 36' 180.0 185.0 103.2 137.8 24' 173.1 195.0 99.2 158.8 19-1/8' 195.0 195.0 151.9 115.9 32" 168.8 195.0 96.8 128.0 28' 78" 148.4 195.0 85.1 138.1 26-1/2' 38-3/8' 191.2 195.0 109.6 195.0 36" 150.0 195.0 86.0 114.7 30" 138.5 195.0 79.4 127.0 37' 136.9 182.6 78.5 146.1 40' 135.0 180.0 77.4 103.2 32" 129.8 195.0 74.4 119.1 19-1/8" 195.0 195.0 153.5 104.7 191.9 42' 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2" 50-5/8' 193.2 195.0 20' 195.0 195.0 132.7 176.9 24" 195.0 195.0 110.6 165.9 37' 136.4 173.0 110.8 79.3 138.5 24' 192.9 195.0 110.8 147.4 28- 84" 165.3 195.0 94.8 142.2 19-1/8' 195.0 195.0 123.3 99.2 28' 165.3 195.0 94.8 126.4 32" 154.3 195.0 88.5 132.7 28-1/2" 155.3 195.0 89.0 195.0 155.8 30' 42" 154.3 195.0 88.5 117.9 37" 63" 111.2 194.6 63.8 0 -,.. LL N 32' 144.6 192.9 82.9 110.E 42' 98.0 171.4 56.2 111.6 T ? S7-1 " 36' 128.6 171.4 73.7 98.3 19-1/8' 195.0 195.0 130.8 98.3 ZUZ Iw1V Q W .i f 40' 115.7 154.3 88.3 88.5 195.0 26-1/2' 74-1/4' 164.7 195.0 94.4 151.1 (--, 42' 110.2 146.9 63.2 64.2 37' 117.9 188.6 67.6 20" 195.0 195.0 154.8 193.5 108.1 v N N 24' • • 193.0 195.0 129.0 161.3 U 208' • • 192.9 195.0 110.6 138.2 LLAI N 1 • � i,• 48"• • T81l.0 • 19• • 103.2 129.0 i-238 ALUM OUTS11NG CASEMENT WINDOWS Sc DOORS )0 N.W. 25TH STREET II, FL. 33172 ;305) 593-6590 FAX. (305) ! 32'• 14.8 5.1! • 465.0 • 96.8 120.9 TYPICAL 1•i6 ••�•• •t T59•.o 187.5 86.0 107.5 ANCHORS: SEE ELEV. FOR SPACING 40' 135.0 • • ••148 • 77.4 96.8 { 1/4" DIA. KWIK-CON-II BY-.1IITh'(Fu-163 K51, Fy=157 SI) • 42' IPet.921 • 128.8 • Pet. • • 73.7 Y " 'ELCO' • 044 • • • 419s.o • • t37.6 195.0 1/4U DIA. ULTRACON BY (Fuo177 KSI, Fya155 KS I) 24" • • 1911 165..0 • 195.69 114.7 172.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES" ':AA••1-1/2" • T71.4 • T9S.d •' 98.3 147.4 MIN. PENETRATION INTO WOOD 1 I • •3s'• • • • 060.0 •9•.911 • 91.7 137.6 ,THRU 1 BY BUCKS INTO CONC. OR MASONRY 32".54"• • • • j516 0 • 4,92.q • • 86.0 129.0 J ', r1-1/4" MIN' EMBED INTO CONC. OR MASONRY • •J6'• 133.3 195.0 76.4 114,7 aq DIRECTLY E. ao° • 120.0 • faII.d • • 66.E 103.2 w� -INTO CONC. OR MASONRY 0 - m r • •4[L • • •14.3 • •7•.• • • 65.5 98.3 1� 1/4" MIN. EMBED INTO CONC. OR MASONRY , • 20' • • • • 0110 . 195.0• • 123.8 185.8 i 1 4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) y description NG CHANGE TH6 SHEET CHART REV. REV. PER RER CONNEMS GENERAL REVISION NO CHANGE THS SHEET 24' 180.0 • 196.0 • 103.2 154.8 INTO MIAMI-DADE COUNTY APPROVED MULLIONS THK. • •29• • • • • 1s�.3 . 195.o • 88.5 132.7 (MIN. = .090") INTO METAL STRUCTURES 30' • 60' • • 444.0 195.0 82.E 123.8 32' 135.0 195.0 77.4 ANCHORS 14/0 SHEAR CLIP ANCHORS WITH SHEAR C1JP STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 36" 120.0 180.0 68.8 116.1 103.2 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 40' 108.0 162.0 81.9 92.9 OR PAINTED) 42' 102.9 154.3 59.0 88.5 TYPICAL EDGE DISTANCE 20' 195.0 19...0 140.7 24' 195.0 195.0 117.3 195.0 164.2 INTO -CONCRETE AND -MASONRY = 2-1/2" IN, INTO WOOD STRUCTURE 1" o 28' 175.3 195.0 100.5 140.7 = MIN. INTO METAL STRUCTURE = 3/4" MIN. c �I p p = - n g - - - n PI 2 30" 66" 163.8 195.0v 93.8 13,,3 gg 8 8 32' 153.4 195.0 88.0 123.1 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. °� c p �- ' 36' 136.4 190.9 78.2 109.5 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ^.�i 40' 122.7 171.8 70.4 98.5 g, - 20" 193.0 195.0 129.0 180.6 Engr. JAVAD AHIAAD CML ,I1 c4 0 0 24' 187.5 195.0 107.5 150.5 FLA PE J 70592 PRODUCT'N1:VISEU a• complying ilh Y,e Florida i 28' 72' 160.7 195.0 92.1 129.0 CAN. 538 Building Code /` 30" 150.0 195.0 86.0 Acceplw,ce No 15-05 1 m 120.4 Expiration Dale ao) $ ..1 `" 32' 140.6 195.0 80.8 112.9 t U 15 `1 36' 125.0 175.0 71.7 1003 Dy ' drawing no. 'W MiAin adcPruduc Caltrol W98-100 (sheet 6 of 7 • PERFORMANCE VALUES OF PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DF,TATT S AL-FAROOQ CORPORATION a 1 ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 C TEL (305) 2648100 F43. (305) 2626978 COMP-ANL\W98-looccl) ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS OF ALUMINUM BUCK INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPAC1TIES USE LOWER APPLICABLE VALUES. WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) MOTH HEIGHT EXT.(+) INT.(-) 20' 110.0 195.0 20' 105.8 120.0 19-1/8" 110.0 195.0 24" 110.0 195.0 24' 90.9 120.0 26-1/2' 110.0 195.0 _ 28' 110.0 188.5 26' 80.5 110.3 37" 26, 110.0 184.2 30' 110.0 182.4 30" 76, 76.3 104.7 42" 110.0 152.4 32" 36, 110.0 179.5 , 32" 60.0 60.0 19-1/8' 110.0 195.0 36' 110.0 177.3 36' 60.0 60.0 26-1/2" 110.0 172.6 40' 105.8 145.1 20" 102.7 120.0 37' 38-3/8' 110.0 156.3 42' 97,0 120.0 24" 88.2 120.0 42' ' 95.7 120.0 20' 110.0 179.5 28' 78' 77.9 120.0 19-1/8" 110.0 195.0 24' 110.0 159.6 30' 73.9 101.3 28-1/2" 110.0 154.7 28' 108.9 146.6 32' 60.0 60.0 37' 50-5/6' 94.0 120.0 30' 103.5 141.9 20' 110.0 120.0 42' 89.8 120.0 32" 42, 100.7 138.1 24" 97.0 120.0 19-1/8' 109.3 149.9 36' 97.0 120.0 28' 84" 85.5 117.3 26-1/2' 84.8 116,2 111120' [SERIES-238 ALUM OUTSWING CASEMENT WDW. (LM.I.)J- CGI WINDOWS & DOORS INC. 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 40' 95.2 120.0 30' 60.0 60.0 37' 63" 67.9 93.1 #14 SMS 42" 95.0 120.0 32" 60.0 60.0 42' 60.0 60.0 � AT 6" FROM ENDS 110.0 195.0 19-1/8' 110.0 154.8l�N J IYIi� 17" O.C. MAX. AT JAMBl 24" • •,• 110.0 177.3 26-1/2' 74-1/4" 86.4 118.5 �I 24" O.C. MAX. AT HEAD SILL ,I,_�J�,, �� 28'• • L1Q� 160.9 • • • 37' 60.0 60.0 nr JI I �V '14 SMS AT 6" FROM ENDS • • •3•'• 110.0 154.8 • • • 19-1/8" 109.9 120.0 L�{ULI 1r�14LJ - - L�1L)LI 17" O.C. MAX. AT JAMBS 32'• 48'• • •.10$.: 120.0 • • 26-1/2' 76' 84.0 115.2 g 07., "A . f mt. / /1 24' O.C. MAX. AT HEAD/SILL • • • 199.8 • � N M_-"��� 4. n=� �Ip:� O'• 1 120.0• • • 1931/8" 108.3 \ '''-�7Pi I I 42' • 05.0 120.0 26-1/2' 120.0 m N 7. I • • •• • • • • • 7T 82.7 I13.4 I v ,•. Tlt% • 174.1 • 37' 60.0 60.0 o 1 • 0211'• •• 11•.0 152.0• !' I-����u�� `��IJLBW • 120.D =�3T•� 1••�i 30' ••••%,8 •S4� 9p 95.5 120.D• ••••• ••4, <� y J 1••v• �r9 120.0••• • c, po4 36% • 86.2 118.2• - .1 ." TYPICAL ANCHORS TYPE 'A' OR 'B' � TYPICAL ANCHORS TYPE 'C' I • •'�i • 112'7� • AT 6" FROM ENDS AND AT 6" FROM ENDS AND description NO CHANGE TH5 SHEET s 4 N W j }' g " b z I 42' • -ill2 • 80.8a 110.5 2 1/2" MIN. 17" 0.C. MAX. AT JAMBS 17' O.C. MAX. AT JAMBS • 20" • T7�.0 153.2� 17' 0.C. MAX. AT HEAD/SILL • • EDGE DIST. 1' MIN. . M. AT 24' O.CAXHEAD/SILL I I . • 1K• • • 09110 133.D • • • • '5' '6' 28" • 119.o INSTALLATION TYPE INSTALLATION TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 30" • �8�.1i' • 82.8 113.5 2BY WOOD BUCK OR A - 1/4" DIA KWIK-CON II BY 'HILTI' WOOD STRUCTURES 32" eo" 79.4 108.8 (Fue163 KSI, Fy=157 K51) TYPICAL INSTALLATION DETAIL JB' 73.9 101.3 DIRECTLY INTO CONC. OR. MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 40' 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 42' 6d0 60.0 n 20" 110.0 171.0 B - 1/ DIA. ULI RADON BY tLCU (Fu-177 K51, Fy-155 KSI) c a to s F, o o iQ n= n 3 8 24" 107.8 120.0 DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 .845 28" 95.9 120.0 1-1/4' MIN. EMBED INTO CONCRETE 2-1/4" MIN. 845 065 av _ - 30' 66" 91.3 120.0 EMBED INTO GROUT FILLED BLOCKS .ohs -d.592- I ^ I q ^ - `1 N V ^ 0 a s .g• ^ k 5 32' 87.3 119.7 C - #14 SKIS (GRADE 2 CRS) 1.12s 36" 60.0 60.0 .562 �I I 40' 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1�-1.436 1-1/2" MIN. PENETRATION INTO WOOD d I Engr. JACMLAHAIAD PRoOucrREVISMD 20' 110.0 154.5 .12s .903 I^- PlA PE '// 70592 CAN. 3538 as complyios with Ow Florida building Code 24' 97.0 120.0 TYPICAI EDGE DI • (`F AccepWlce No 15-0612.1a 28' 86.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK OPTIONAL COVER 'ration Date QOIS 30' 72 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-T6 15 IA2 By ' drawing no.1 W98-1 a)) 32' 77.9 106.9 MI Dada Product 36' 60.0 60.0 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 / HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. sheet 7 of 7 j DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) r- CGI Windows and Doors; Inc_+ '-10100 NW 25' Street1 Miami, FL 33172r �--► 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 RER - 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. RER 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:_ eries "238" Aluminum Project Out Window - L.M.I., APPROVAL DOCUMENT: Drawing No. W99-04, titled "Series-238 Alum. Project Out Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision I dated 04/10/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance nutnber 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 after 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. 4iIVFRTJSEMENT. The NQA_nu nher preceded by the words Miami -Dade County, Flnrida, and MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 entirq•N h pap be p.oyideci to the user by the manufacturer or its distributors and shall be available for iaspecticpl Mi.e:joD $jtPat:the request of the Building Official. This NOA revises NOA# 14-0915.08 and con:ists of Dii>; p'ttt 1 did evidence pages E-1, E-2 and E-3, as . ••• •• . • • •• well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI DADE COUNTY APPROVED • .•. • • ••.• . • . • • • •• • • • • • • • . . . • • • . •. • • • • • • • • ;•;.'•r • • pal ,.5 •• • • • • • .. •. • . . •. •• ..• . . .• ••• • • f-NOA No. 15-0512-.21 �Expiration`Date: October 31, 2018? ,Approval Date:-Septemberl7, 2015 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 96-0717.04 and 99-0329.02) 2. Drawing No. W99-04, titled "Series-238.Alum. Project Out Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision I dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. 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) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, dated 08/08/08, all signed and sealed by Vinu J. 4Irm. P.E. • • • • • (Submitted underNC.4 No. DS'101D.Q3,l: ......... . • ..• ... •• . . . .. • ... • . • . • . . . • .. . . . • . • • • . • • • .. . . . • • •.. ... . ... . . • ... . . .Er 1. . . • . • • • . • • . ... • • • . . . . . . • .. .. . . . . . Manuel 'ere Product Control Ex min r NOA No. 15-05 2.21 Expiration Date: October 31, 2018 Approval Date: September 17, 2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum project -out window, prepared by Hurricane Engineering & Testing, Inc. Reports No. HETI-08-2143, HETI-08-2144, HETI-07-4298 and HETI-07-4287, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1010.03) 6. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-1055 and FTL-1019, dated 10/18/94, signed and sealed by Yamil Kuri, P.E. (Submitted under NOA No. 96-0717.04) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 09/08/96 and 12/23/98 respectively, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's No. 96-0717.04 and 99-0329.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 09/03/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 14-0915.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). • • . . . • . .. ... •• • . . .. • .•. .. . . .• • .• • . . • . • .• . •. . • • . . • • • • • • • . • • ... . ... • • . • . • • F,2... • • . . . • • • . ... • . ..... • .. ....•.•. . ...• Manuel Per Product Control E amin r NOA No. 15-0 .21 Expiration Date: October 31, 2018 Approval Date: September 17, 2015 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5tb Edition (2014), and of no financial interest, dated 09/03/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Sttbntitted under previous NOA No. 14-0915.08) 2. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, issued by Hurricane Test Laboratory, Inc., dated 08/08/08, all signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1010.03) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0915.08, issued to CGI Windows & Doors for their Series "238" Aluminum Project -Out Window - L.M.I. approved on 02/05/15 and expiring on 10/31/18. •• • • • • • • • • •• • • • • • ••••••-••• • • • • ••• •• • • • �•• ••- • ••• • •. • • • • • • • • • • • • •• • • •• • • • • • •• • • • • •• • • •• • ••• • • •• •• • • • • • • • •••• • • • • • • • •• • • • • • • • ••• • • • • • •E:3••• • • • • • • • ••• •• •• •• • • • • • • • • • ••• •• • •• • • • • • Manuel PP.E. Product Control iner NOA No. 15-0512.21 Expiration Date: October 31, 2018 Approval Date: September 17, 2015 GENERAL WINDOW SECTIONS r r FLANGE FRAME E. WINDOW WIDTH (�� IL V of VENT 1! 0 O �� WIDTH WW-2" D.L OPG. / O q� a, 3 I • WW-7" N 0 • ut H w �V I ��1 6" MAX. IYP. A z 5. f ',I` HEAD SILL a O x, o 0 PI�'t-nvs� II, SNUBBER CORNERS o De G LC 0 OIti i 3 c� 3O �C ,1 — I J4/ II / \k 1 I 1i \ II 6 AL-FAROOQ CC ENGINEERS & PRODUC 1 23S S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 W '�(' W i o i:/ o 3 N 1 O n I — I I / 11 / I i _ 1' I i // -- \ I I 11 \R� N O o J 0 Z _ 3 o _ x41 _ ;F-___H / II / �_/%/ µ __-IT II II II II ____,Tx_= II \ \ gr: I ,. II II / / I I \ z FOR GLASS TYPES, � e Z ia n 14 1/2 • REFER TO III MAX. MAX 1- �• SHEETS 3 AND 4. o cn a ci �• � t 10" OR 17' g • • • • b •••• O • • • • SEE SHEET 6 FOR CAPACITY SURFACE APPLIED I(SERIES-238 ALUM PROJECT CGI WINDOWS & DOO 10100 N.W. 25TH STREET MfAMI, FL. 33172 TEL. (305) 593-6590 FAX. (3i • • 0 © © �r • _ _Y14..• D.L. OPG. 2 1/2_ -FALSE HUNTINS OPTIONAL i • V • NT WIDTH VENT WIDTH TYPICAL ELEVATION • • • • • 1 • • • • WINDOW WIDTH WINDOW WIDTH 1^ (FLANGE FRAME) A} 1 • • • • ••CTERIORIE•r• • • • • 1•••• • • • a 1•••• • •• _ D.L. C t • • • 3 • • • • • • • 0 t 3 O r Y- O MAX M MULTI POINT LOCK 9A BY TRUTH' O • • • I • • • • ICAM ��- LOCKS ALT. TO CAM LOCKS • • • • • • • • ® -' 1.) 2 LOCK POINTS ALL SIZES -_,,UU . I U"'' MAX. WOW. LOCK • • • • _ �I- WIDTH POINTS• r`�r•e1 42^ 2 FOR MULLION/MULTIPLE UNITS, REFER TO & R I © 1 o �r 84: 3 SEPARATE CGI MULLION N.O.A. o s"p' P ,,-,,-✓-- l' / l_ 0 y Li - 0 a INSTRUCTIONS; NOTES: THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. o 0 USE CHARTS AS FOLLOWS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHUTTERS ARE NOT REQUIRED. o o o R X REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE v o�W LL u : _ STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED (HVHZ). ON WIND LOCTTY, BLDG. HEIGHT, WIND ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. LOADS TO THE STRUCTURE. i • � .--. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD Engr: JAVAD A IMAD CIVIL ANCHORS SHALL BE AS LISTED, CAPACf1Y OF DESIRED GLASS SIZE/TYPE. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION FLA PE / 70592 CAN. 3538 PRODUCT REVISED u h th complying with Florida Building Code ni i o i S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ANCHORING OR LOADING CONDfTIONS NOT SHOWN IN THESE DETAILS ARE Acceptance ,��12 No p — ,I IN STEP 1 ABOVE. NOT PART OF THIS APPROVAL. iraliar Dalc 2OiG a �,, A LOAD DURATION INCREASE (� �/ STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. B y drawing no. SHEET 7 TO DETERMINE CAPACITY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE t g e 9 2015 Miu Product W99_04 SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 7 WINDOW WIDTH - U 3'� GENERAL WINDOW SECTIONS E 'UAL LEG FRAVE VENT WIDTH m WW-1 1/2" D.L. OPG. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE 1 MIAMI, FLORIDA33174 TEL (305) 2645100 FAX (305) 262-6978 zd WW-6 1/2" C 6" MAX. TYP. 11:i E g 1O HEAD/SILL 1.1 o 0 1 �L CORNERS O I I l\ I I " O tIl SNUBBER — / \ — a ® I I II / ^ ;\ it II 1 ) r . 3 J II \\II N W 3 O F. W �O z ti 3 $ 3 7 Ix o 3 f 3 I1// 6 /III __ANTI / I / %// I '// I TI U_ I I II II II __F__ _a lIl N II \ \ o — / \ 0 u L___,---___I — \ SERIES-238 ALUM PROJECT OUT WINDOWJ. CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 `� 7� 14 1 A 'L� � 1 1 6" • r• MAY. IJ MAX. li 10' OR 17" • �' �+ 1 FOR GLASS TYPES, — SEE SHEET 6 SURFACE APPLIED • • • t ►' f • • REFER TO �_ FOR CAPACITY _ NT INS FALSEOPTIONAL • onj� 1 • • • 1 • ' 0 • SHEETS 3 AND 4. TYPICAL El EVATION • • • 0 P • • 0 • • • 0 Li: • D.L. OPG. 2 1/2" OD (EQUAL LEG FRAME) • • • • • 3/4" • • VENT WIDTH - . VENT WIDTH 3/4• • ND0141WIDTH • •. WINDOW WIDTH 1 •••• EXTERIOR • • • D.L OPG. i•••• • •• • • • • • • •• • •• • • • • 1•••• •••• • • • i ( •••• ITT ID GENERAL REV. WO CHANGE TINS SHEET ' NO CHANGE TH6 SHEET 1 1 g O \ _ I-, CAM LOCKS ? MAXIM MULTI POINT LOCK 9A BY 'TRUTH' I —') 2 LOCK POINTS O ALT. TO CAM LOCKS OO 2 ALL SIZES MAX. WDW. LOCK a J A -Z 2y WIDTH POINTS .. _ __ O� 0 • ---2r 63" 3 H'O$o o$S 64• 4 o LI u x - •� Env: JAVAD AHMAD FLA. PE / 70592 CML CAN 3536 PRODUCT' REVISED n CO°IPTYInB with the Florida BuildingAcceptance' Co& IS-o5►2.2I cept nce'N oI A Expiration Date 2D I8 01 � � i o Y J A 1 2015 / By mi. adeProduct Contral � drawing no. W99-04 sheetj,1of 7 ) VENT CORNER • • • • • • • • • • • •• LL FRAME AND VENT CORNERS T. B• • • •EALED WITH GE SILPR•F OR EOUN• • • • • • • • • • • • • •••••• •• •• • • • • • • • • • • • •••• • • • • • • • • • •• •• • di •• •• • • • • •• • • • 2.625 2,625 .625 6 03. 2 5/8' 1.000 CORNER KEY CORNER KEY .060 THICK ST. STEEL .062 THICK ALUMINUM r----2.075 T 1.307 .768 .080 TYP. 2.215 2.465 FLANGE FRAME 720 I 1.438 VENT 5/16" LAM. GLASS) 2.075 768 1.057 2.465 2.715 .080 1YP. EQUAL LEG FRAME r- 1.757 1.875 .720 - 1.438 VENT INSUL. LAM. GLASS) ITEM PART i QUANTITY DESCRIPTION MATERIAL MANF'./SUPPLIER/REMARXS 1 CGI-373 4 FIANCE FRAME 6063-16 INDALEX OR EQUIV. 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALDI 0R EQUIV. 2 28 CGI-378 4 VENT (5/18' LAM. GIA55) 6063-T6 INDALEX OR EQUN. CGI-381 4 VENT (INSUL LAM. GLASS) 6063-16 INDALEX OR EQUIV. 2C OGI-385 4 VENT (7/16' LAM. GLASS) 6063-T6 INDALEX 0R EQUIV. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 IN0ALD( 0R EQUIV. 3A CCI-396 4 SQUARE GLAZING BEAD 6063-T6 INDALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS REOD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0200 X190 AS REOD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT JAMBS STEEL TRUTH. ATTACHED W/ (6) r8 X 3/8" S5 SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) +8 0 3/8" SMS 9A - 2/ VENT MULTI POINT LOCK - - 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8" SS SMS 1l - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - b10 X 1-1/4' SS SMS 12 - 2/ LATE SETTING BLOCKS EPOM DUROMETER 8035 SHORE A r-1J57 1.875 f .720 , - f 1.438 -1.347-1 VENT (7/16" LAM. GLASS) .383 54 r 830 I .617 - CGI-375: OGEE GLAZING STOP SERIES-238 ALUM PROJECT OUT WINDOW] 3 EL 0 G 5 9 6 9 9 ks' G 6 . A53 .808 .830 .617 1-- CGI-396: SQUARE GLAZING STOP Engr. JAVAD AHMAD CIVIL FLA. PECAN. 538 70592 FRAME CORNER PRODUCT REVISED as complying with tho Flur04A Building Cade 15-6 51 2.14 Alec on $ '1 D18 E.rpiwlilipn Date �C 4 2 By 4m„ ade Product n 8 8 8 drawing no. W99-04 sheet 2 Qf 7 1/8" ANN. INTERLAYERS GLASS - 1/8" ANN. 3/16" .090" Sotlex Clear And Color Glass By 'Eastman Chemical Co.' _ .090" 8utacile PVB By 'Kuroroy America, Inc.' GLASS SILICONE DOW 995 DOW 899 ANN. INTERIAYERS-_ I II GLASS I 1 .075" Soflex CP With PET Core By 'Eastman Chemical Co' .090" Saflex Clear And Color Gloss By 'Eastman Chemical Co.' _ .090" SentryGlas By 'Kuroroy America, Inc.' .090" 8utacile PVB By 'Kuraray America, Inc.' a ANN. GLASS SILICONE GE-1200 DOW 995 -3/16" co yy ci HEAT INTERLAYERS .I II �I STREN'D - 3/16" GLASS .075" Saflex CP With PET Core By 'Eastman Chemical Co' _ .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' _ .090" SentryGlos By 'Kuroroy America, Inc.' _ .090" 8utacile PVB By 'Kuroroy America. Inc.' HEAT STREN'D GLASS SILICONE GE-1200 II I1 i U !!1 `'v a o, AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (305) 2648100 FAX (305) 262-6978 COMP-ANL\W9 DOW 899 '� II ! DOW 995 DOW 899 SQUARE BEAD II OPTIONAL TYPES i)i2 6/18"NOMINAL GLASScTYPE AT 1/4 POINTS ON LITES 12 WIDER THAN 36" 7/16" .'2' AT 1/4 POINTS ON LITES NOMINAL 12 WIDER THAN 36" 7/18" GLASS TYPE "3' GLASS ALL GLASS AT 1/4 POINTS ON LITES NOMINAL 12 WIDER THAN 36" TYPE '6' c 1 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS SERIES-238 ALUM PROJECT OUT WINDOW CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '5' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYI'E '8' WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) 24." 110.0 195.0 110.0 195.0 110.0 195.0 24" 110.0 138.8 110.0 195.0 110.0 195.0 26" 110.0 195.0 110.0 195.0 110.0 195.0 • 281 • 110.0 195.0 110.0 195.0 110.0 195.0 28" 110.0 118.9 110.0 195.0 110.0 195.0 38-3/8" 110.0 190.6 110.0 195.0 110.0 195.0 • • • • • • 30• Stitt 194.• 1•010 195.0 110.0 195.0 30" 110.0 111.0 110.0 195.0 110.0 195.0 19-1/6" 50-5/8" 110.0 144.5 110.0 195.0 110.0 195.0 • 36" 1104 161.• 110.01 . 110.0 195.0 42" 36" 92.5 92.5 110.0 120.0 110.0 120.0 63" 104.2 104.2 110.0 195.0 110.0 195.0 • •... 4f : •t 138.8 110.0 110.0 195.0 42" 79.3 79.3 110.0 120.0 110.0 120.0 74-1/4" 63.0 63.0 110.0 195.0 110.0 120.0 • 24." 48" • 110.0 1211 110.0 195.0 48" 69.4 69.4 110.0 120.0 110.0 120.0 26" 110.0 195.0 110.0 195.0 110.0 195.0 • 54' • 107.9 1074 • •ILO 110.0 195.0 54" 61.7 61.7 110.0 120.0 110.0 120.0 38-3/8" 110.0 137.5 110.0 195.0 110.0 195.0 • • • • • 6111"• • 45.4 95.4 • I1Q.(i • •.. 110.0 120.0 24' 110.0 121.4 110.0 195.0 110.0 195.0 26-1/2" 50-5/8" 104.3 104.3 110.0 195.0 110.0 195.0 • • • • • 6:" • 31,4 73.1 •10.0 110.0 120.0 28" 104.1 104.1 110.0 195.0 110.0 120.0 63" 77.9 77.9 110.0 120.0 110.0 120.0 • 0 4 72- 56.1 •• 56.1 �1�.. 120.0 110.0 120.0 30" 97.1 97.1 110.0 195.0 110.0 120.0 74-1/4" 46.6 46.6 110.0 120.0 110.0 120.0 • • • 7"• 1e 43.8 • • • 11D.0 120.0 110.0 120.0 48" 36" 80.9 80.9 110.0 120.0 110.0 120.0 �6f 1110.0 145.4 110.0 195.0 110.0 195.0 •� •• • 840 1 1 484.9 34.9• • •1 �.3 120.0 110.0 120.0 42" 69.4 69.4 110.0 120.0 110.0 120.0 38-3/8" 98.5 98.5 110.0 194.5 110.0 120.0 L J I • 24" • 110.0 194i3. : 1.•0.0 195.0 110.0 195.0 48" 60.7 60.7 110.0 120.0 110.0 120.0 J7" 50-5/8" 74.7 74.7 110.0 120.0 110.0 120.0 UPDATED TO 2010 FOC REV. PER RER COM HEMS UPDATED TO 2014 FBC IMERIATER REV. 1 • • • • 28" 110.0 , 166.5 All 195.0 110.0 195.0 24' 107.9 107.9 110.0 195.0 110.0 195.0 63" 60.0 60.0 110.0 120.0 110.0 120.0 1 60' • • 1' j1.0 159., 1 •110 1 195.0 110.0 195.0 28" 92.5 92.5 110.0 120.0 110.0 120.0 26" 110.0 128.1 110.0 195.0 110.0 195.0 • 361 • 6110.0 120.5 •140.0 195.0 110.0 195.0 54" 30' 86.3 86.3 110.0 120.0 110.0 120.0 42' 38-3/8" 86.8 86.8 110.0 120.0 110.0 120.0 4 • • • 41 • • •110.0 i iS.0 • HMO 195.0 110.0 195.0• 36" 71.9 71.9 110.0 120.0 110.0 120.0 50-5/8' 65.8 65.8 110.0 120.0 110.0 120.0 30' ¶9" 97.1 97.1 110.0 195.0 110.0 120.0 42" 61.7 61.7 110.0 120.0 110.0 120.0 53-1/8" 26" 101.3 101.3 110.0 195.0 110.0 120.0 • •54" 86.3 86.3 110.0 120.0 110.0 120.0 24" 95.4 95.4 110.0 195.0 110.0 120.0 38-3/8" 68.6 68.6 110.0 120.0 110.0 120.0 60" 77.7 77.7 110.0 120.0 110.0 120.0 28" 83.3 83.3 110.0 120.0 110.0 120.0 66" 60.6 6U.6 110.0 11U.0 I10.0 120.0 B0" 30" 7 77.7 1 77.7 110.0 120.0 I10.0 128.0 MN W•••■• 72" 46.0 48.0 110.0 120.0 110.0 120.0 36" 64.8 64.8 110.0 120.0 110.0 120,0 pNINNI em®N©I 78" - - 110.0 120.0 - - 24" 73.4 73.4 110.0 120.0 110.0 120.0 NOTE: 24° 110.0 161.9 110.0 195.0 110.0 195.0 66" 28" 64.2 64.2 110.0 120.0 110.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE 28" 110.0 138.8 110.0 195.0 110.0 195.0 30" 60.6 60.6 110.0 120.0 110.0 120.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION i" 0, t ' Et - •1 - .__..� ,--. 1 ^ 30" 110.0 129.5 110.0 195.0 110.0 195.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC-219 36" 107.9 107.9 110.0 195.0 110.0 195.0 72' 28" 48.9 48.9 110.0 120.0 110.0 120.0 36" 42" 92.5 92.5 110.0 120.0 110.0 120.0 30" 46.0 46.0 110.0 120.0 110.0 120.0 Engr: JAVAO AHMAD ML PRODUCT REVISED 48" 80.9 80.9 110.0 120.0 110.0 120.0 24" 43.8 43.8 110.0 120.0 1 10.0 120.0 FLA. P 1 70592 CA. 3535 as complying with theFWcil}.•, 54" 71.9 71.9 110.0 120.0 110.0 120.0 78" 25" 38.1 38.1 110.0 120.0 110.0 120.0 Building Code AcceplallceNolJ-o5t2.21 . 60' 64.8 64.8 110.0 120.0 110.0 120.0 30" - - 110.0 120.0 - - E piralion Date DNB drawing no. W99-04 24' 34.9 34.9 110.0 120.0 110.0 120.0 By N NOTE: LOAD/AREA LIMITS 54" 28" 110.0 120.0 AY 2015 Mi Product °"' FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. sheet 3of 7 ) • • • • • • • 1/8" TEMP. GLASS 1/8" TEMP. GLASS• AIR SPACE AIR SPACE 1/8" ANN. GLASS 1/8" TEMP. GLASS CORPORATION a (DUCT DEVELOPMENT 3174 FAX. (305) 26269713 j COMP-ANL\W99-04CGI) INTERfAYERS- _ .075" Saflex CP With PET Core By 'Eastman Chemical Co.' _ .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' _ .090" Butacite PVB By 'Kuraray Americo, Inc.' INTERLAYERS- .075" Soflex CP With PET Core By 'Eastman Chemicol Co.' _ .090" Soflex Clear And Color Glass By 'Eastman Chemicol Co.' SQUARE BEAD _ .090" SentryGlos OPTIONAL By 'Huroray America, Inc.' ALL GLASS TYPES .090" Bulacile PVB By 'Kuraroy Americo, Inc.' XL EDGE SPACER ST. STEEL BY 'CAROINAL' OR DURASEAL BY 'QUANEX' 1/8" ANN. GLASS XL EDGE SPACER SILICONE ST. STEEL BY 'CARDINAL' _ GE-1200 OR DOW 995 DURASEAL BY 'QUANEX' -1/8" TEMP. CLASS SILICONE GE-1200 DOW 995 ry ' Q' O w v4 o 0 a 'a o eoi O 2 m !y� ccO "' '4 N OR '.::... DOW 899 OR .. •.. DOW 899 w;LL 6 SUPER SPACER 8Y 'QUANEX' SUPER SPACER BY 'QUANEX' 12 AT 1/4 POINTS ALL SIZES 12 AT 1/4 POINTS ALL SIZES IL 5el o .,17 = M m 14 g J Q 6 f v 3/4" INSULATED 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALATION DETAILS SERIES-238 ALUM PROJECT OUT WIN[ CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI. FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-655 WINDOW DIMS.. • GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGI• [XT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) • • • • • 24'• ?Al 195.0• Iwo 195.0 24" 110.0 138.8 110.0 195.0 26" 110.0 195.0 110.0 195.0 • 28" 195.0 •110.0: 195.0 28" 110.0 118.9 110.0 195.0 38-3/8" 110.0 190.6 110.0 195.0 • • • • • 30• 194.3 110.0 195.0 30" 110.0 111.0 110.0 195.0 19-1/8" 50-5/8" 110.0 144.5 110.0 195.0 • • 36" 110.0 1611, •110.0• 195.0 42" 36" 92.5 92.5 110.0 120.0 63" 104.2 104.2 110.0 195.0 r 42" • 110.0 138.5 • •1411101. 195.0 42" 79.3 79.3 110.0 120.0 74-1/4" 63.0 63.0 110.0 120.0 • • • No 41, • 41160.0 121.4 • •11%T 195.0 48" 69.4 69.4 110.0 120.0 26" 110.0 195.0 110.0 195.0 1 1• • • 50 • lilt 107., ••• tw0.0 195.0 54' 61.7 61.7 110.0 120.0 38-3/8" 110.0 137.5 110.0 195.0 • • • • • • 80" 95.4 95.4 •• 1•10.0• 120.0 24" 110.0 121.4 110.0 195.0 26-1/2" 50-5/8" 104.3 104.3 110.0 195.0 ••• 6r� • 73.4 71.E • •.1 e.0• 120.0 28" 104.1 104.1 110.0 120.0 63" 77.9 77.9 110.0 120.0 • 72"• • • •6.1 56.1 97.1 97.1 110.0 74-1/4" • g • • • •' Will 48 " 30" 120.0 46.6 46.6 90.9 90.9 • 78" • 43.8 43.. •tr• 65.4• 85.4 36" 80.9 80.9 110.0 120.0 26" 110.0 145.4 110.0 195.0 GENERAL REV. UPDATED TO 2010 FBC REV. PER RER COMMENTS UPDATED TO 2014 FBC INTERIAYER 6 SPACER REV. 1 •, • • • 84"• 34.9 68.0 68,0 42" 69.4 69.4 110.0 120.0 38-3/8" 98.5 98.5 110.0 120.0 1 2►' • • ••34.9 11Q.0 194.3• Ike 195.0 48" 60.7 60.7 110.0 118.4 S7" 50-5/8" 74.7 74.7 110.0 120.0 8 284 1 110.0 1696 di ip.0 195.0 24" 107.9 107.9 110.0 195.0 63" 60.0 60.0 110.0 117.0 e • • • 3011, • • 610.0 15e4 4 11011 195.0 28' 92.5 92.5 110.0 120.0 26" 110.0 128.1 110.0 195.0 0 A-• • • 11%.0 129.5 110.0 195.0 54' 30' 86.3 86.3 110.0 120.0 42" 38-3/8" 86.8 86.8 110.0 120.0 a 42" • 110.0 111.0 110.0 195.0 36" 71.9 71.9 110.0 120.0 50-5/8" 65.8 65.8 110.0 120.0 0 30' 48" 97.1 97.1 110.0 t20.0 42' 61.7 61.7 110.0 120.0 26" 101.3 101.3 110.0 120.0 v 54 eb.3 121b.3 11U.0 120.0 14- 95.4 95.4 110.0 120.0 5 53-1/8" 38=3/8"-' 86,b be. 11U.0 IL0.0- 60" 77.7 77.7 110.0 120.0 28' 83.3 83.3 110.0 120.0 NOTE: 66" 60.6 60.6 110.0 118.2 60" 30" 77.7 77.7 110.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE 01 0 .- 2 n n ,� " :r 5-'0 ,a 72° 46.0 46.0 69.8 89.8 36" 64.8 64.e 110.0 120.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 4 -0 g s g g g 78" - - - - 24" 73.4 73.4 110.0 120.0 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT wx_ 24' 110.0 161.9 110.0 195.0 66" 28' 84-2 64.2 110.0 120.0 DCA05-DEC-219 ^ 28' 110.0 138.8 110.0 195.0 30" 60.6 60.6 110.0 118.2 0 f 30" 110.0 129.5 110.0 195.0 24' S6.1 56.1 109.3 109.3 Engr: JAVAD AHMAD CML PRODUCT REVISED i 1 a 9 36" 107.9 107.9 110.0 195.0 72" 28' 48.9 48.9 95.3 95.3 MCA 3538592 as complying with the Florida Building Code CC 0 y, 36" 42" 92.5 92.5 110.0 120.0 30" 46.0 46.0 89.8 89.8 . Acceptance No i!' OJc 12• �1 e P. pirelion Dale 201s . 48" 80.9 80.9 110.0 120.0 24' 43.8 43.8 85.4 85.4 K v '� 54" 71.9 71.9 110.0 120.0 78" 28- 38.1 38.1 74.3 74.3 NOTE: p DY ,�T pxJ.-,�( 60" 64.8 64.8 110.0 120.0 .. 84" 24' 34.9 34.9 68.0 68.0 LOAD/AREA LIMITS Miami ark Product Control drawing no. FOR +110.0, -120.0 PSF = 16.34 SQ. FT. h4As( 015 W99-04 +110.0, -195.0 PSF = 10.00 SQ. FT. sheet 4o( 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) AL-FAROOQ CORPORATION a ENGINEERS 8, PRODUCT DEVELOPMENT 19-X5 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX. (305) 2626978 �r _ COMP-ANL\W99-04CGI) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS TYPICAL ANCHORS11 SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL -1111111taiLASTRUCTURES 1r1 1 J/8" SEALANT g SEALANT WIIllik va i a- va , MIN. N.. x 2-1/2' MIN. 2-1/2' 1" MIN MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' TYPE '2' '2' MATERIAL: PRESSURE TREATED INSTALLATION WOOD BUCK TYPE MATERJA! - PRESSURE TREATED SERIES-238 ALUM PROJECT OUT WINDOW CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 TYPICALJNSTALLATION DETAIL TYPICAL INSTALIATION DETAII ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES • • • • • • •• • • • ••• • • • • •• • TIPICAL•.NCHORS EE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION • • • 1 3/8' t.s Fa • • • • I SEALANT • I SEALANT g _ Iiii tIMI • • • • 1x6 3 't,t • • • •���' • .Sv1 jgpir-4 Y N 1 ° ••• fad .' • •,•s°• 2 7/8' = a 2 1/8' '••• °d • • ' •° BUCK MSTALIl48ON BY OTHERS ••° ••••ATTACHMENT 9 a . = MIN. ���III = ° BUCK INSTALLATION BY OTHERS TO $ w u LI li 0 • 1'MI 1"MIN.�� W°' • • INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' APPROVED MULLIONS u o m ` ` " 2 2 2 2 "",vim.=. I PRESSU' - LL... . RESSURE- RCATEO a TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAII 2 0 2 "- 2 2 ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD 0 o y r $ • s .7.-, s s s 3/4' X 1" ALUM CHANNEL X 3/4' X 1.. -, 1. AT ANCHOR 1/8' 2-1/2' LONG LOCATIONS Fnqr. JAVAD AHMAD FlA PENIL70592 CAN. �538 PRODUCT REVISED mmm 1 with OW Florida V➢1n6 Building Code Acceptance No f5 051R• 2018 o c 3 _ B 'ratiai ate g u ` P''' WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION 2015 Miami adeProduc! drewn9 W99-04 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP (sheet 5of 7 J INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) ' AL-FAROOQ CORPORATION a ENGINFFQS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 C TEL (305) 2548100 FAX. (305) 2626976 , l COMP-ANL\W99-04CGI) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL 3/4' STRUCTURES ALL SEE SHEET 6 FOR DESCRIPTION Li_ , SEE SHEET 6 FOR DESCRIPTION MIN. ari 1 3/8",.��, IIIIMIIII ° [ z d �� 2 1/8' ° - - [ <IZ ay 2 1/8" oa -°�- av ` a �._f_' •1" MIN. ° iMIN .. MIN. 2-1/2" MIN. 2-1/2" MIN. SERIES-238 ALUM PROJECT OUT WINDOW) CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-6592 INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATFRIAI: PRESSURE TREATED MATFRIAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL, TYPICAL INSTALLATION DETAIL AUKHMENT TO • • • ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES • • •••• •••• • •••• • • • • • • • • • • • • • • • •. . . • •• • • • • *TOPICAL •ANCHORS SEE ELEV. FOR SPACING �SfE �ifgET 6 FOR DESCRIPTION all TYPICAL ANCHORS SEE FLEA FOR SPACING /-SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION •••• • • • • _ • ••• 1 3/6" IL•••• • •••• 1 •••• I �' �� c l • GENERAL REV. NO CHANGE THIS SHEET 40 CHANGE THIS SHEET CHANGE TH5 SHEET NO CHANCE THIS SHEET a••• •- . c•. - • °°. 2 7/8" ° ac a.. 2 1/8' n _��. aV•i �a•' MIN. aBUCK ATTAHIAFN ° BUCK INSTAI ATION BY OTHERS 4 INSTALLATION BY OTHERS APPROVE MI I I MIS 1 1 MIN. 1" MIN. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' c v . n o MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED o '> T1 o $ E �cW 4 c+x _ TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL, ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD ; , Enyr: JAVAD AHMAD mL 70592 M. PE CAN. 538 PRODUCT REVISED ns complying with the Florida Building Code 1J-0514. 21 Acceptance No 2D18 Ex (ration Dak — I i 9 y < BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. MWOOD inn t' adeProduct Canby! drawing no. W99-04 (sheet 5.1of 7 • • •4 •; •• • • • • •• • •• • • •• PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER 70 SHEET 5 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS it iJ U a 0 ANCHORS TYPE 'A' & 'C' ANCHORS TYPE 'H' ANCHORS TYPE 'A' & 'C' ANCHORS TYPE 'fl' WINDOW DIMS. 4/0 SHEAR CUP WITH SHEAR CLIP WITH 0R 4/0 SHEAR CUP WINDOW DIMS. 11/0 SHEAR CUP WITH SHEAR CUP Inv OR W/O SHEAR CUP AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX. (305) 2626978 3 �ZZ a p O WIDTH HEIGHT AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. AT 17" 0.C. AT 10" 0.C. WIDTH HEIGHT AT 17' 0.C. AT 10" O.C. AT 17" 0.C. AT 10" 0.C. AT 17' 0.C. AT 10" 0.C. 24" 195.0 195.0 129.0 193.5 195.0 195.0 24' 186.2 195.0 99.2 150.8 195.0 195.0 28' 195.0 195.0 110.8 165.9 195.0 195.0 78' 28" 159.6 195.0 85.1 136.1 195.0 195.0 30' 195.0 195.0 154.8 154.8 195.0 195.0 30' 144.9 195.0 79.4 127.0 195.0 195.0 38' 195.0 195.0 129.0 172.0 195.0 195.0 24" 195.0 195.0 110.6 165.9 195.0 195.0 42' 195.0 195.0 110.5 147.4 195.0 195.0 84" 28" 177.8 195.0 94.8 142.2 195.0 195.0 49' 195.0 195.0 129.0 161.3 195.0 195.0 PERFORMANCE VALUES OF INSTALLATION ANCIIORS AU_ 24' 54' 195.0 195.0 114.7 172.0 195.0 195.0 REFER TO SHEET 5 FOR OETNLS 60" 193.6 195.0 103.2 154.8 195.0 195.0 ANCHORS TYPE 'A' & 'C' ANCHORS TYPE 'a' 66' 195.0 195.0 117.3 164.2 195.0 195.0 WINDOW MS. 4/0 SHEAR CUP WITH SHEAR CLIP 'WITH OR 4/0 SHEAR CLIP[7:11 72' 195.0 195.0 107.5 150.5 195.0 195.0 WIDTH HEIGHT AT 17' D.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. 78" 186.2 195.0 99.2 1513.8 195.0 195.0 26' 195.0 195.0 149.4 195.0 195.0 195.0 84' 195.0 195.0 110.6 165.9 195.0 195.0 38-3/8' 195.0 195.0 151.9 195.0 195.0 195.0 24" 195.0 195.0 154.8 154.8 195.0 195.0 19-1/8" 50-5/8' 195.0 195.0 153.5 191.9 195.0 195.0 28' 195.0 195.0 132.7 132.7 195.0 195.0 63" 195.0 195.0 123.3 193.0 183.0 195.0 30' 195.0 195.0 123.8 123.8 195.0 195.0 74-1 /4' 195.0 195.0 130.8 195.0 195.0 195.0 36" 193.6 195.0 103.2 137.6 195.0 195.0 T 26' 195.0 195.0 107.8 161.E 195.0 195.0 SERIES-238 ALUM PROJECT OUT WINDOW CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 F93. (305) 593-6592 42' 165.9 195.0 88.5 117.9 195.0 195.0 38-3/8' 195.0 195.0 109.6 146.1 195.0 195.0 48" 195.6 195.0 103.2 129.0 195.0 195.0 26-1/2' S0-5/8' 195.0 195.0 n0.e 138.5 195.0 195.0_1 hulls' 54 172.1 195.0 91.7 137.E 195.0 195.0 63' 167.0 195.0 89.0 155.8 195.0 195.0 FH+'30" 60' 134.9 195.0 82.6 123.8 195.0 195.0 74-1/4' 177.1 195.0 94.4 151.1 195.0 195.0 65' 176.0 195.0 93.8 131.3 195.0 195.0 26" 195.0 195.0 115.9 154.5 195.0 195.0 72' • • 181.3 195.0 86.0 120.4 195.0 195A 38-3/8' 147.3 185.0 78.5 104.7 195.0 195.0 • 78' • •148.9 195.0 79.4 127.0 195.0 195.0 37" 50-5/8" 148.8 186.0 79.3 99.2 195.0 195.0 1 • • • • 24' •- 1A5•.0• 195.•5 41M •B.0 172.0 195.0 195.0 63' 119.6 195.0 83.8 111.6 181.4 195.0 • 28' 195.4 195.0 • W 110: 147.4 195.0 195.0 26" 191.5 195.0 102.1 138.1 195.0 195.0 ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP • • • • 30. • • • %te• :95.0 103.2 137.6 195.0 195.0 42" 38-3/8" 129.7 173.0 69.2 92.2 195.0 195.0 36 • 36' 161.3• 195: 96, 114.7 195.0 195.0 50-5/8' 131.1 163.9 69.9 87.4 195.0 195.0 • 42' • 138.3 1844 • • • • 43: 98.3 195.0 195.0 53-1/8' 26' 195.0 195.0 107.E 161.4 195.0 195.0 • • • • 48"• • 461.3 195.0 88.0 107.5 195.0 195.0 38-3/8' 136.7 195.0 72.9 109.3 195.0 195.0 54-0 • 143.b 195� Ir. • •6', 114.7 195.0 195.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING • • • • • 60'• 1;•.1 19349 •• •• •• 40 :03.2 195.0 195.0 1 • • • 24' •••1V.0 195.0 110.6 147.4 195.0 195.0 TYPE 'A'- 1/4" DIA' KWIK-CON" II' BY''HILTI'" (Fu=163 K51,. Fy=157 K51){ 281 1774 19 • • • %V 126.4 195.0 195.0 .1/4" DIA..' UI TRACON' BY`'ELCO' (Fu-177 KSI. Fy=155, KSQJ1 • • •••30 " • • •144.9 195.0• • •496.5 • 117.9 195.0 195.0 - _--- i I description 1 G 5 n rc u $ I o g IH0 CHANGE THIS SHEET UPDATED TO 2014 FBC 5 - ~ - INTO 2BY WOOD BUCKS OR WOOD STRUCTURES _1-1/2" MIN. PENETRATIOWINTO WOOD 14 1 4' • - 'THRU 1 BY BUCKS INTO CONC - OR MASONRY -1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4" DIA. KWIK-CON II BY 'HILT!' (Fu-163 KSI. Fy-157 KSI) 4r 36' • 138.3 194.•4 73.7 98.3 195.0 195.0 •••• 42" •••• 158.0 • 6?2 54.2 ne.a 195.0 • 48' •118.3 •nas • 17,9• • • 07•7 92.1 195.0 195.0 E 54 • •1j2.9 :op • 98.3 166.4 195.0 �••• 24' 195.0 1610 •• •65.5 1V.0 161.3 195.0 195.0 25 • • • I 5.0 195.4 11116 138.2 195.0 195.0 48" 30" • 4 • %93.6 195.0 103.2 129.0 195.0 195.0 1/4" DIA. UI TRACON BY 'FLCO' (Fu=177 KSI, Fy=155 K51) 36' 161.3 195.0 66.0 107.5 195.0 195.0 DIRECTLY INTO CONCRETE 42' 138.3 172.9 73.7 92.1 195.0 195.0 4a' 121.0 151.3 64.5 80.8 183.5 195.0 1-3/4" MIN. EMBED INTO CONCRETE TYPE 'C'- A114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) .o 24 195.0 195.0 114.7 172.0 195.0 195.0 C • o o 92 P. 7 H 4 R O ;, o = 28' 154.4 195.0 98.3 147.4 195.0 195.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 54' 30" 172.1 195.0 91.7 137.8 195.0 195.0 t 0 W 4 u 36' 143.4 195.0 78.4 114.7 195.0 195.0 - o > S .-. o 1' , 3 vt 42' 122.9 184.4 65.5 98.3 168.4 195.0 24' 193.6 195.0 103.2 154.E 195.0 195.0 28' 165.9 195.0 88.5 132.7 195.0 195.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)Engr: TYPICAL EDGE DISTANCE JAVAD AHMAD MIL FLA. PE 70592 C.AN. 538 PRODUCT REVISED Os complying withlh8Flo5id9 Building Code 58 30' 154.9 195.0 82.6 123.8 195.0 195.0 36" 129.1 193.E 6e.8 103.2 195.0 195.0 INTO CONCRETE AND MASONRY 2-1/2" MIN. No 5.0512.a 24" 195.0 195.0 117.3Accepience 3 164.2 195.0 195.0 = INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 4 20I5 Ex Billion Due 18 L1y M1nn1' vlc product Cal 66" 28" 188.E 195.0 100.5 14.7 195.0 195.0 1 drawing n0. W99-04 30- 176.0 195.0 93.8 131.3 195.0 195.0 24" 195.0 195.0 107.5 150.5 195.0 195.0 72' 28" 172.9 195.0 92.1 129.0 195.0 195.0 30' 161.3 195.0 86.0 120.4 195.0 195.0 sheet 6of 7 • • • • •• • •• • •• • •• • • •• PERFORMANCE VALUES OF PERFORMANCE VALUES OF ALUMINUM SUCK FRAMING T)PTAILS �� 0' ALUMINUM BUCK INSTALLATION ANCHORS ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. 1/4" ANCHORS INTO MASONRY 1/4• ANCHORS INTO 1T00D If !MOH DIMS. 1/4" ANCHORS INTO MASONRY 1/4" ANCHORS INTO MOOD REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX (305) 262-6978 COMP—ANL\W9 WIDTH HEIGHT EXT.(+)/INT.(-) UT.(+)/INT.(-) WIDTH HEIGHT EIT.(+)/INT.(-) EXT.(+)/INT.(-) 24 195.0 195.0 24' 195.0 148.0 28" 195.0 195.0 28' 190.3 126.9 30" 195.0 195.0 30• 177.6 118.4 36" 195.0 195.0 48, 36' 148.0 98.7 NOTE: 42" 195.0 169.1 42" 126.9 84.6 ALUM BUCK ANCHORS TO BE INTO 48' 195.0 148.0 48 111.0 74.0 CONCRETE AT HEAD & SILL. MAY BE INTO FILLED CMU AT JAMBS. 24, 54" 195.0 131.6 24" 195.0 131.8 60" 177.6 116.4 28" 169.1 112.8 86" 161.5 107.E 54" 30' 157.9 105.2 72" 148.0 98.7 36" 131.6 87.7 78" 136.6 91.1 42' 112.8 75.2 84" 126.9 84.6 24" 177.6 118.4 11113 24" 195.0 195.0 60"28' 152.2 101.5 28" 195.0 195.0 30" 142.1 94.7`f`'1 30" 195.0 195.0 36" 1113.4 78.91`A SERIES-238 ALUM PROJECT OUT WINDOW CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (305) 593-6590 FAX. (305) 593-5592 36" 195.0 169.1 24' 195.0 134.5`• iIY1 1�J42" 195.0 145.0 66" 28' 173.0 115.3A14 SMS Al' 6• FROM ENDS A14 SMS AT 6" FROM ENDS 4828" " 19069.3 11226.98 3024' 161.5 107.6 24" O.C. MAX. AT HEADS InJULJ 24" O.C. MAX. AT JAMBS 54" 169.1 112.8 24' 185.0 123.3 i A. 17" O.C. MAX. AT HEAD SILL i A 17" O.C. MAX. AT HEAD SILL 60' 101.5 72" 28" 158.6 105.7 h ram` ��� s pal •152.2 664 ••••1J8.4 92.3 30' 148.0 98.7 AMR �� VI 1 • • 11e8.9 •• �6 24• 170b 113.8s• Z•72• • • • • N YT� a u=i 78" 8 • • 117.1 • ••08.7 78.1 72.5 78• 26' 30" 146.4 136.6 97.6I-I��j� 91.1 � 28" • 195.0 • • •l 1 2 84' 28" 163.1 108.7 " n. . " , �' ' • • • • 3� • • • 195.0 189•.4• 26" 195.0 195.0 .4 . .4 , • • • • 3••S' • •95.0 • • E �7.9 38-3/8" 195.0 195.0 n1/4" DIA. KWIK-CON/ULTRACON #14 5M5 • 42' • 195.0 • • • *1913• 19-1/8" 50-5/6" 195.0 176.1 1-3/8" MIN. CONC. EMBED 1-1/2"MIN. WOOD EMBEDAT6•FROM • • • y. 48'• • • • 195.0 • • 444 63" 195.0 141.5 ENDSANDWil-111/11AT 2 1/2" MIN. 24" 0.C. MAX. AT JAMBS 6" FROM ENDS AND 24" 0.C. MAX. AT JAMBS • 5", • • • •195.0 • 105.21 74-1/4" 180.1 120.1 EDGE DIST. 17" 0.C. MAX. AT HEAD/SILL 1" MIN. 17" 0.C. MAX. AT HEAD/SILL :- ••••• 80' 177.6 •�7 28' 195.0 195.0 description GENERAL REV. UPDATED TO 2010 FIX NO CHANGE 916 SHEET NO CHANGE THIS SHEET NO CHANGE THIS SHEET • 66' • 161.5 1 • • 4B•.t 38-3/8" 195.0 167.7 '5' M • • • 72/ • 148.0 a 26-1/2" 50-5/8" 190.6 127.1 INSTALLATION TYPE INSTALLATION TYPE '6' • Al• • • •136.6 , • i II% 72.9 63" 153.2 102.1 INTO MASONRY 2BY WOOD BUCK OR WOOD STRUCTURES 24• • 195.0 0 • "Ai74-1/4" 130.0 86.7 M • • • ie• • • • 195.0 • 1694 26• 195.0 177.2 TYPICAL INSTALLATION DETAIL 306 • • • • 195.0 157.9 38-3/8" 135.1 120.1 ON ALL SIDES/USING 36" 195.0 131.E 37" 50-5/B' 102.4 91.0 FOUR ALUMINUM BUCK SYSTEM 36' 42" 195.0 112.8 63" 82.3 73,1 48" 185.0 98.7 53-1/8" 28" 185.2 123.4 54" 164.4 87.7 38-3/6' 125.4 83.6 �..+o 9$'o o � $ 60' 148.0 78.9 24" 190.3 169.1 2.500 .845 - 0 w 4 a _ 28" 163.1 145.0 .845 e- �-.065 ---, . 1 1 `o $ _ _ 7 c ,_J ) '. 30" 152.2 135.3 .065 - ' .592 F_ 42' 36" 126.9 112,8 Engn JAM AHMAD 42' 108.7 96.7 .562M. 1.125 MIL P�ns 48" 95.1 84.6 1.436 PE 70592 CAN. 538 comply109 with gm FlaiJn Building Codc 54" 84.6 75.2 1r], 2L Acceptance No is" os 18 .125 .903 ALUMINUM BUCK OPTIONAL COVER E<pirnl an tiiim drawing no. W9 9 - 04 6063-T6 6063-16 AY 15 akProdnel w sheet 7 of 7 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) iCGI Windows & Doors, (10100 NW 25'b Street r 'Miami, FL 33172 + 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 RER - 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. RER 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. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economy DSCRIPTION:-Series "Sentine1130" Aluminum Fixed Window - L.M.I. APPROVAI: DOCUMIJNT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 after 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 NO4 s11,11 be pros ided to the user by the manufacturer or its distributors and shall be available for inspectrion at tit jtap si=e tireerept est of the Building Official. This NOA revises and renews NOA# 14-07.4435 a$d'cohsesty or tits page 1 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. MANMADE COUNTY APPROVED • L xpiration Date: September 22, 2020 Approval Date: June 25, 2015—/ 4'. • • • • ••• • • Page 1 • • • • • • • • • • • ••• • • • io.o ••• • • • ••. • . • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • •• •• •• r-Nf Nn 15_(rd13 [13 • • • 000 • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. 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 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No:10-M0. • • • • • • • • •. •.• .. • .••• • �•• Manuel ' �, P.E. • • • • • • •. •. • • Product Conti aminer • • NSA No.-041.3.03 • • • • • • • • • • • • • • • • • . ' • • ?! j iration Date: September 22, 2020 Approval Date: June 25, 2015 ••• • E • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• .• ••• • • • ••• • • CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement Ietter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.19-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to Series "Sentinel 130" Aluminurlr. Fj ed Windgw expiring on 09/22/15. ' ' . ... • . • . . . • .. ... . CGI Windows & Doors, for their L.M.I. approved on 10/16/14 and OO . . . • . . . • . . • . . ... • . • . . • . • 'Expiration Date: September 22, 2020 . ...11-2...... • . • . . . . . • . • . . . . . • . . . • .. .. . . • .. .. ... . . . ... . . Manuel Per Product Control E NOA No. 15-0 .E. er 3.03 Approval Date: June 25, 2015 • • • • • • 6' MAX. HEAD/SILL CORNERS 49' FLANGE WIDTH D.L. OPG. 18- MAX. SHORTER SIDES ti FLANGE HEIGHT • • • • D.L OPG. 0f i•• I I L I I I f I II --L IL t- -t-- I I — _ 11 0- n _ — II /. // 1 - 11 // I ____JL / 4I II I II I - II 41 r -n LL — TL-- • BO B3 • • • • • • - • •••••• I II • • • • • • • • SAGE &:It•ATvtz ADAM'FRAME • • • • • • • • • • 48" BUCK WIDTH D.L. OPG. FALSE MUNT1NS (SURFACE APPUED) OPTIONAL SEi2IES 13O.9131ITINEL ./sAl.JJMiI UM FIXED WINDOW • DESIGN LOAD RATINGS FOR THE9E*INim146 TO BE AS PER • • • & A TS SHOWN. ON. iHEET 2. • • APPROVAL APPISES•TQ SINGLE UjiIITS ASIDE BY SIDE COMBINATIONS • Q FFIX./FIX. OR FIX. WDW. WRH•OTNER N ,MI—DADE COUNTY • • ' PROVED w i iV USING MIAMI LADE COUNTY APPROVED MULLIONS IN BETWEEN. • • • • LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. re.C'eRMY. Skip 8' MAX. SHORTER SIDES EQUAL LEG FRAME 4, WINDOW WIDTH WINDOW WIDTH 1 49" FLANGE WIDTH D.L. OPG. 0 • r O Leg —I ? O 6' MAX. HEAD/SILL CORNERS L HF 7e. URA y LL T. I I WINDOW WIDTH ..1 WINDOW WIDTH WINDOW WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 18' MAX. SHORTER SIDES WINDOW LENGTH W. WIDTH1 rz- L ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. TYPICAL ELEVATIONS ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 6" MAX. CORNERS 17' MAX. STRNGHr SIDES DAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT — 3.00" D.L.O. WIDTH = BUCK WIDTH — 3.00" Engr. JAVAD AHMAD CML FIA. PE 70592 CAN. 538 2015 LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT PRODUCT REVISED as complying with the Florida Building Code Acceptance No 'ration Date Miami •nde Product Control 6 Cc 9 0 0 9 S 0 5 0 9 drawing no. W10-02 sheet 7 of 8 • • • • • • • • • • • • • • 6' MAX HEAD/SILL CORNERS • BUCK HEIGHT • • • DA- OPG. ON I II -yY I tl- I I I I - 1 11 it _ /7 it // JL l l I I I I II II - 1 LL I • • • • •• • • • • • • • • • •• •• • • • • • •• •• • • •••• •••• • • • • •••• •••• • • • •• • • • • •• • • • • • • • • • • • • •• • • • • • FALSE MUNTINS (SURFACE APPUED) OPTIONAL 48" BUCK WIDTH D.L. OPG. �1 II JL 1L 1r Tr 16" MAX. I STRAIGHT SIDES 6" MAX. HEAD/SILL CORNERS FIN FRAMES TYPICAL ELEVATIONS 96" BUCK WIDTH D.L. OPG. 48" BUCK WIDTH D.L. OPG. 11 1L 1r Tr u. 16" MAX. STRAIGHT SIDES 6" MAX. CORNERS ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES Engr: JAVAD AHMAD CML ftA PE + 7a592 C.A.N. 536 16" MAX. STRAIGHT SIDES PRODUCT REVISED ns complying with Iho Florida Building Code /"„ 'Q Acceptance No J Ex 'ration Date By ✓�.L/._. _ Minn' 1adc Product Con 0 N 0 O O C In CC Oww Do In Nr 3 N rM O .1'10 c 0 0 c.) 4 0 5 8 8 drawing no. W10-02 sheet 1.1 of 6 • • • • • • • • • • • DESIGN LOAD CAPACITY' - PSF • • DESIGN LOAD CAPACITY - PSF W l l �UN ` J c o oI FLANGE DINS. BUCK DIMS. GLASS TYPES 'C'k'Cl' GLASS TYPES 'D'Ac'DL' FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'A:'CI' GLASS TYPES 'D'k'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 114T.(-) N.113 AL-FAROOQ CORP. ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 2648100 FAX (305) 262-6978 j J p U 24' 23" 80.0 80.0 80.0 80.0 24" 23' 80.0 80.0 80.0 80.0 30' 29" 80.0 80.0 80.0 80.0 30" 29' 80.0 80.0 80.0 80.0 L 36' 35' 80.0 50.0 80.0 80.0 36" 114' 35' 11J" 73.0 73.0 80,0 80.0 , ja. 42" 36' 41"" 35" 80.0 80.0 80.0 80.0 41" 40' 61.4 61.4 80.0 80.0 48' 47" 80.0 80.0 80.0 80.0 24" 23' 80.0 80.0 80.0 80.0 54' 53' 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 3 120' 119" l 24' 23" 80.0 80.0 80.0 ' 80.0 24' 23' 80.0 80.0 80.0 80.0 601E• 30' 29' 80.0 80.0 80.0 80.0 30" 29" 60.0 80.0 80.0 80,0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AB AS SHOWN ABOVE. 36' 35" 80.0 80.0 80,0 80.0 36" 121" 35" 120' 72.3 72.3 80.0 80.0 42' 48" 47' 47. 70.2 70.2 80.0 80.0 39' 36" 65.8 65.8 80.0 80.0 48' 47" 61.3 61.3 80.0 80.0 54" 53" 61.3 61.3 80.0 80.0 T"P BUCK DIMS )4�{ SERIES SENTINEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.I.))- CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 60" 59" 61.3 61.3 80.0 60.0 01' 60" 81.3 61.3 60.0 80.0 DESIGN LOAD CAPACITY - PSF 24' 23' 80.0 80.0 80.0 80.0 FLANGE DIMS. BUCK DIMS. GLASS TYPES 'Olaf GLASS TYPES 'D'k'D!' FLANGE FRAME 30' 29" 80.0 80.0 80.0 80.0 WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) IXT.(+) 1NT.(-) ' 36' 35' 80.0 80.0 80.0 80.0 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 42" 60. 41" 59, 70.2 70.2 80.0 80.0 28-1/2' 25-1/2" 80.0 80.0 80.0 80,0 FLANGE DIMS 48' 47" 61.3 61.3 80.0 80.0 37" 36" 80.0 80.0 80.0 80.0 BUCK DIMS 53" 54.3 54.3 72.5 72.5 48" 26" 47' 25, 80.0 80.0 80.0 80.0 '154' r 60" • • 59' 48.8 48.8 65.1 65.1 53-1/8" 52-1/8' 80.0 80.0 80.0 80.0 61" • • BO' 48.8 48.8 65.1 65.1 81' 60" 80.0 80.0 80,0 80.0 ' , • Z4� • • •�� • • • !AI 80.0 80.0 19-1/B' 18-1/8" 80.0 80.0 80.0 80.0 Fr (o 29I • 80S1 80.0 .. 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 FMA _I FRAME 14 •'• • • • • • t • 80 0 80.0 80.0 80.0 37" ' 36' 37-3/8' 80.0 80.0 80.0 80.0 L 42' 72' 41' 7;' • 70� 70.260.0 80.0 48" 47" 77.1 77.1 80.0 80.0 BUCK DIMS I • 48" • 47' • • • e1�3 61.3 80.0 80.0 53-1/8" 52-1/8' 77.1 77.1 80.0 80.0 r" "I • • •4• • • • 463' • • 4403 54.3 72.5 72.5 61" 60' 77.1 77.1 80.0 80.0 t �O• • • 4 48.8 65.1 55.1 19-1/8' 18-1/8" 80.0 80.0 80.0 80.0 • • • 61" • •5� BO' • • • • 48.0 46.0 64.0 64.0 26-1/2' 25-1/2' 80.0 80.0 80.0 80.0-i--. T • • 1/14• • 41 • 421 • • • tots 80.0 80.0 80.0 37' 80.0 80.0 80.0 ao.o F{N FRAME 0 o a W y T 0 3 NO CHANGE TH6 SHEET 1 UPDATED TO 2014 FBC 1 �i SO 0 305 • • • • •29" • • • • S0.0 80.0 80.0 80.0 48" 50-5/8" 36" 47' 61.3 61.3 80.0 80.0 • • • • 3� 35' 749-5/8' 78.2 80.0 80.0 53-1/8" 52-1/8' 58.0 58.0 77.4 77.4 BUCK DIMS 42' • 8• 41" • • • • 6• • i �2 70.0 70.0 80.0 80.0 61' 60' 58.0 58.0 77.4 77.4 - ++ I • • •4� • . .. 4=. • • • �1�3 61.3 80.0 80.0 75-1/4" 74-1/4" 58.0 58.0 77.4 77.4 • 54" • • •53" • • 44.3 54.3 72.5 72.5 93-3/4" 92-3/4" 58.0 58.0 76.5 76.5 FLANGE ADAPTOR FRAME -' • • •5b • y •55' • • • 5�4 52.4 69.8 69.8 19-1/6" 16-1/8" 80.0 80.0 80.0 80.0 24' • 24" 80.0 80.0 80.0 80.0 26-1/2" 25-1/2' 80.0 80.0 80.0 80.0 l 1 30' • • • •29" 80.0 80,0 80.0 80.0 37' 38" 80.0 80.0 80.0 80.0 - FLANGE DIMS il 36' 97" 35" 96" 75.6 75.6 80.0 60.0 48" S3. 47" 82, 61.3 61.3 80.0 80.0 c 0 h 2 m o RI v g - „ 2 g o g 42" 41" 65.2 65.2 80.0 80.0 53-1/8" 52-1/8' 55.3 55.3 73.7 73.7 NOTE: 4B' 47" 60.6 60.6 80.0 80.0 61' 60" 48.0 48.0 64.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE 49' 48' 59.6 59.6 80.0 80.0 75-1/4" 74-1/4" 46.5 46.5 61.9 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) E2.... �. 24' 23" 80.0 80.D 80.0 80.0 19-1/8' 18-1/8' 80.0 80.0 80.0 80.0 AND FLORIDA BUILDING COMMISSION <,�^ • • o 8 �' b n 5 30' 29" 80.0 80.0 80.0 60.0 26-1/2" 25-1/2" 60.0 80.0 80.0 80.0 DECLARATORY STATEMENT DCAO5-DEC-219 36" 102' 35" tot' 74.6 74.8 80.0 80.0 37" 36' 78.9 78.9 80.0 80.0 Engr: JAVAD AHMAD PRODUCT REVISED 42" 41" 65.7 65.7 80.0 80.0 48" 76" 47" 75' 61.3 61.3 80.0 80.0 FLA. PE i 70592 as implying with the Florida 46' 45" 59.3 59.3 80.0 80.0 53-1/8' 52-1/8' 55.3 55.3 73.7 73.7 C.A 3538 Building Code r n^AA.. Acceptance No 7"4"lf Q 24' 23" 80.0 80.0 80.0 80.0 61" 60' 46.0 48.0 64.0 64.0 Etc 'rating Date •pj�j 30' 29' 80.0 80.0 80.0 80.0 BY (`J drawing no. W10-02 36" 106" 35; 107' 73.8 73.8 80.0 80.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 , Miam' ode Product Control 42' 41' 62.4 62.4 80.0 80.0 tip15 44" 43" 59.1 59.1 80.0 80.0 (sheet 2 of 6 3/16" ANN. GLASS -3/16" HEAT STREN'D CLASS 075" Interlayer .075" Interlayer Soflex CP With PET Core Saflex CP Wlth PET Core By 'Eostman Chemical Co.' By 'Eastman Chemical Co. OR 0R .090" Interlayer .090" Interlayer Satlex Clear And Color Glass Soflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR .090" Interlayer .090" Interlayer DuPont SentryClos DuPont SentryGlas By 'E.I. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' OR OR 090" Inlerloyer .090" Interayer DuPont Butacits PVB DuPont Butocite PVB By 'E.I. DuPont De Nemours & Co.. Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS p:.. 3/16" HEAT STREN'D GLASS � 0 .11 iii1 0 MOM , L 1 i ®AT 1/4 POINTS ON LITES WIDER THAN 36" W •• • • • • • • • • • • GLASS TYPE 'C'. 7/18" OVERALL LAM. GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 (L.M.I. & S.M.I.) SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 PONTS ON UTES WIDER THAN 36" GLASS TYPE 'D' 7/18" OVERALL LAM. GLASS • •• •/1 V ANN• GLASS • • • 075" Interlayer • • • Stifle', CP With PET Core • Eastman Chemical Co.' • • • • OM 090" Interlayer • • • • • • •Saflex Clear And Color Gloss • •• • • • By 'Eastman Chemical Co: O0R90" Interlayer • •Vont SenlryGlos „IA'E.I. DuPont De Nemours & Co., Inc.' OR •.490" Inlerloyer 3/16" HEAT STREN'D GLASS DuPont Butacits PVB *Ely 'E.I. DuPont De Nemours & Co., Inc.' • 3/16" HEAT STREN'D GLASS 3/8" Allf SPACE • • • • 3//y8" HEAT STftif{LiyC S • • • •• • • • • • • •• • •• • •••, z SILICONE GE 1200 1111 DOW CORNING 899 DOW CORNING 995 illi XL EDGE SPACER fST. STEEL BY 'CARDINAL' OR C�IIr I DURASEAL BY 'OUANEX' 0 ,n • DR SUPER SPACER BY 'QUANEX' F ® AT 1/4 PO NTS ALL SIZES W GLASS TYPE 'Cl' 1" OVERALL INSUL. LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C1' & 'D1' MUST BE TEMPERED. (L.M.1. ONLY) 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS 075" Inlerloyer Soflex CP With PET Core By OR Eastman Chemical Co.' .090" Interlayer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' OR 090" Interlayer DuPont SentryGlas By 'E.I. DuPont Ds Nemours & Co., Inc: OR .090" Interlayer DuPont Bulacite PVB By 'E.I. DuPont De Nemours & Co., Inc.' 3/16" HEAT STREN'D GLASS SIUCONE L m GE 1200 A DOW CORNING 995 ®DOW CORNING 995 r,XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR ® ,�' ODUR —IRASEAL BY 'OUANEX' SUPER SPACER 8Y 'QUANEX' 0 AT 1/4 PONTS ALL SIZES EXTERIOR GLASS TYPE 'D1' 1" OVERALL INSUL. LAM. GLASS M SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL GLASS TYPES 'Cl' & '1)1' Engr: JAVAD AHMAD CML FLA. PEr / 70592 C.A.N.3 38 MAY PRODUCT REVISED as rnmplying with the Florida Building Code ,5_ / .O Aecepience No iretion Dote "%/'✓ By A4iwn Fade Pro ucl Con 20 N 0 3 J 3 IZ VI FAX. (305) 593-6592 fail 0 UPDATED TO 2014 f30 0 a 5 9 0 h 2 v 0 0 0 date: 01-30-10 1 drowing no. W10-02 sheet 3 of 6 • • • • • • • • • • TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. r ` IV COMP —AN L\W I 0-02CGI ) TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. AL-FAROOQ CORP. ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX (305) 262-6978 INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE TYPICAL ANCHORS INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE 1/4" MAX. INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE SEE ELEV. SHIMS ,I I 2BY WOOD BUCK FOR SPACING WOOD STRUCTURE TYPICAL ANCHORS METAL STRUCTURE ® ® SEE ELEV. FOR SPACINGM2 EEICAL NCHORS S© SPACING UtLr1 ®©FOR Ui �J ®E m, - - lL m o PIRPREVAiiiiiill 'wilco `SERIES SENTINEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.I.)] CGI WINDOWS & DOORS 1 10100 N.W. 25T1-1 STREET 6IIA61I FI. 33172 rn LJ�I 1-1/4" ' iittl.___.riim_......, i1 ® MIN.. ll.n [trail r i WOOD °' tBY BUCK TYPICAL AIfCHORS SEE ELEV. FOR SPACING ® ,I I a ' E1 E3 `.o- \ in 1/4" MAX. .' •• EQUAL LEG • • • • • • EQUAL LEG SHIMS EQUAL LEG E2 EQUAL LEG 1•••• • • • '.v M2 • • 1 • • 2BY WOOD BUCK OR METAL r•• • • A lWOOD STRUCTURE C®• STRUCTURE •At% • TYPICAL ANCHORS • •••• �L SEE ELEV. f1iiii'I . ,d = FOR SPACING �. _ -III` - , • ® I, T"•�1 "'I "�i— • • • • _ 11YI ��i �::� '� j description 1 NO CHANGE THIS SHEET NO CHANGE THIS SHEET UPDATED To 2014 F2C W 0 • K��ii I,� °MJ i�i�i n • .a ...:�0 • • • L,JI TYPICAL ANCHORS larrni 'n • —11, ® IIr�Ir ® SEE ELEV. L� •1. FOR SPACING w M . . • • • ° -' V ° • • • • . _ °. IBY WOOD BUCKS • • • • 1 Ijoir : . ,* ° TYPICAL ANCHORS • WE ELEV.' • • F0♦7 SPACING • • ® ill I TYPICAL ANCHORS SEE ELEV. FOR SPACING , •••• T w ,S 11 a p 4 v o t2 n 0 6 e x 1"' — �— WOOD BUCKS AND METAL STRUCTURE NOT BY COI WDW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 'IL1 o . o W ,� tir-rV--. o b n ! � - st a a ,--: '(Fu=120 /4" DIA. TAPCON BY 'ITV KSI, Fy=92 KSI) INTO METAL STRUCTURES 'ELCO' STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) 1/4" D. ULTRACON BY (Fu-177 KSI, F =155 KSI : Y ), ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1-1/2" MIN. PENETRATION INTO WOOD" 1 _� ._. f Engr. JAVAD AHMAD MIL FLA. PE Y 70592 C.AN. ] 7B PRODUCT REVISED 89Complymgwith lhePlaids Building Code Acceptance No 15-O41 _ THRU 1BY BUCKS INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) Ex Potion Date lC% 1. 1/4" MIN. EMBED INTO CONC. OR MASONRY-1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 1 DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE)W10-02 1=1/4" MIN. EMBED INTO CONC. OR MASONRY MAY 2�I By Miamt adc Pro pet ntrol drawing no. sheet 4 of 6 TYPICAL INSTALLATION DETAILS • 4'1nu U\ W10-02CCIDI ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOWIli AL-FAROOQ CORP. ENGINEERS & PRODUCT DEVELOPMENT H �zs S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX. (305) 262-6978 INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS THRU 2X BUCKS OR INTO WOOD STRUCTURES FLANGE ADAPTOR INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLANGE ADAPTOR INSTALLATION DETAILS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR TYPICAL ANCHORS 1/4• MAX. SEE ELEV. 2BY WOOD BUCK FOR SPACING OR WOOD STRUCTURE SHIMS TYPICAL ANCHORS METAL STRUCTURE B3 ® :II: �s A3 �1/ SEE ELEV. FOR SPACING®TYPICAL ANCHORS SEE !_ijii_ 1011.1111101 e FOR SPACING SPACING et illiMil Ill kjii Irli NM SERIES SENTINEL 130 ALUM FIXED WINDOW (LM.I.)(S.M.1.); CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 593-6590 FAX. (305) 593-6592 Iriii _ _ 467____Egini Ail ® MIN 1111 WI ftiii tit ti WOOD v > ^ . v. 1BY BUCK TYPICAL A7(hHORS FOR ELEV. AC ' FOR SPACING ® ,I ® I a n me e vsi • • • • 2 3/8• MIN. 1/4 MAX. BUCK HEIGHT 1/4 MAX. • • •7• • P•••• • •• • • GAP GAP • ••• ., • WOOD STRUCTURE NOT BY CGI 1/ 2" MIN. 1 2' MIN. / nl• ' i-• '• E2 C2 • • 2 3/8" MIN. • F FIN FRAME c M2 BACKBED S F • • • • -F-�• •�� • • CAULKING F•+•• •\ •1411111411111V •Ir�• TYPICAL ANCHORS: SEE ELEV. FOR SPACING 'ci t t F•••• - • • ••• , •'s /8 SM$ (GRADE 2 CRS) -2.1 L� l(revisions: ,,, ° 3N3 ce 3 H -4%'i2S .,, , , C 0 Q `o NO CHANGE THIS SHEET • ,-� •• F•••• INTO 2BY WOOD BUCKS OR WOOD STRUCTUREStd _ _ _ _ _ —_ -_-_--_-_ -_' • WHEN CSED THE MIN! MOOD• • 1-1/4" MIN. PENETRATION INTO WOODr sr 1 • • • • BUCK. Neill SHALL �•• LL THE• UOE OF, DEEPER OR • BLVEtED•4EbODBUCKS:IS• • • • 1 • • • • PERA•TaD• • • • • HOUSE WRAP E5 NOT BY CGI E3 EXTERIOR •••• BUCK WIDTH BUCK WIDTH a n j� (' _ _-�� I� 1I��- MIAMI-DADE COUNTY APPROVED MULLION Fr MIAMI-DADE COUNTY APPROVED I MULLION & MULLION ANCHORS j y o D o o 0 9 o o 0. o $ _ I I II II I I — I & MULLION ANCHORS SEE SEPARATE NOA SEE SEPARATE NOA 1 I I I o I 0 e° - d . . I s — I L _ -J Engr: JAVAD AHMAD PRODUCT CML REVISED PO __.__._,._ 7-7-7-7 ...ad A. PE i RC as complying with the FloridaBulldiug ' 57059238 .0. Code /MT.:Nance No l -041 , 0?t, •� L __ J1I iretion Dane �,< X , s1As. TYPICAL ANCHORS SEE ELEV. FOR SPACING �15 Dy Mi Dndc Product on of j drawing no. W10-02 (sheet 5 of 6 1.995 2.505 068 r .995 _ .065. -1.335 FLANGE FRAME 1.495 2.505 Trp86 r 812 .995 .065 TYP. 1.335 E2 FLUSH FRAME/FIN FRAME .675 r- 050 .995 I . .9i 5 • • • • 1. e;�•• • •• • • • •,.• CLAZIN81:1PA6 tl=0.4. GLASS) • • • • • • • • •• •• •,• 050• • • 995 n.' • • • •• •••• •• I • ,«« ••••i- t.00>T---_f.t25 .500 I I-i • ea GLAZING BEAD (LAM. INSUL. GLAS�)• GLLAAZING ANGLE (LAM. INSUL. GLASS) •••... • •. • • •-4.?3i7-.065 • •• • 1 • • • •••• P • • 1.450 1.550 • • • • 1.680 .050 J 1.395 NAIL FIN ADAPTER .550 .050 Es FLANGE ADAPTOR .180 1.395 — 1.119 291 .050 1.081 .I SCREW COVER ITEM PART i QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI-118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI-119 4/ WOW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-76 - E4 COI-123 4/ WOW. GLAZING BEAD (LAM. INSUL. GLASS) 6063-T6 - E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6083-T6 - E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR - 6063-T6 - M1 CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI-124 AS READ. SCREW COVER- OPTIONAL PVC - M3 C0I-112 AS READ. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8") 6063-T5 - M5 - 2/ LRE SETTING BLOCKS EPDM DUROMETER 85±5 SHORE A S2 #10 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PHL. PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS PRODUCT REVISED as complying with the Florida Building Code Acceptunco No I D- I iration Date BY 4 Mintn de Product Cong 03 Gaza ro U a FIXED WINDOW ( r9i E6 FAX. (305) 593-6592 0 u 0 `off 4 � N D 2 0 c date: 01-30-10 8 drawing no. W10-02 sheet 6 of 6 Lr .180 .050r .065 FLUSH FRAME COVER