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REV-17-1157 Miami Shores Village RECEIVED Building Department APR 272017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 6E Tel: OS 756-8972 P I P�10 ¢+SUM ER:(30(30 )762-4949 sUA FBC 201L{ BUILDING _ - - ster Permit No.N�)-'6 V� --A(S PERMIT APPLICATION Sub Permit No.F—f_%-j I S -7 2/BUILDING ❑ ELECTRIC ❑ ROOFING VISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP nn � ll CONTRACTOR DRAWINGS JOB ADDRESS: �C1��IU By e G 0 NW- City: Miami Shores County Miami Dade Zip:155V�' Folio/Parcel#: V aAUN W W ZC Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:,, , Flood Zone: BFE: FFE: OWNER:Name le Titleholder): � �1�� CC\S 3P`10 _Phone#: Fee Simple P Address: \y2_.90 N) N\je City: �,X\0A A% �bOOS_eS State: _V_ CCi ks Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: )n Address: City: \�A IKCx_ (-xC —State: Zip: 5,'5C) Qualifier Name: f� Q XCA I.kf/1�t� J �\ Phone#: State Certification or Registration#: (,(f!( ��� / Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: IV / a 'w li) fob ewr • Specify color of color thru 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$ (Revised02/24/2014) 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 TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant;,As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good f it that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property i u ject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first i s ,i n which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection wil o approved and a reinspection fee will be charged. Signature \ Signature OWNER or AGENT CONTRACTOR The forego g instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �L day o�fO Q \ ,20 �� .by day of 20 « ,by who is personally known to ho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ip Sign: Print: A.1V Ml Print: „a,, TNu10fMY ,�,r�u�,, TgUIpTNYcaA1.WpN Sea I: v ABY�4 FF 109817 Seal: _Pr -P-1 p#y COMMISSION#FF 109817 EVIREV VqY 12,2018 =•: EXPIRES:NIaY 12,MIS g �uWom pWft nder**B *��r�*#�s�+��*r*�*****��**•�** �►** **�s'Jas+�*s��s**��ss�***x.**«��a�e�ss*�x*�e�r�rx��$••��+�*�***r**r*M**+�:�sr�s*r�rr**� APPROVED BY �/ Plans Examiner Zoning Structural Review Clerk (Revlsedo2/24/2014) CUSTOMER NAME _ ��� _ CI�Q F L OR I D A STREET ADDRESS soar air CITY, ST ZIP L(,� � , °f L �®® PHONE NUMBER: 11956 Miramar Pkwy. - Miramar, FL 33025 Ph: 877-310-0310 - Fax: 877-515-0220 JOB NUMBER: wvvw.solarandair.com CONTRACT CHANGE AUTHORIZATION / INVOICE Contract Changes: -Doy ��L Cod, Q , (A) A-&M�k I f` Z U:� - Z__. Y Increase in Charge Decrease in Charge New Balance Payment Type: Loan heck Visa MasterCard American Express Credit Card# 1k Exp Date Loan Account# I hereby authorize and assume resp sl i for the following additions or reductions from the o ginal plan and specifications of the original ttcon CUSTOMER SIGNATURE(>i DATE Florida Solar&Air, Inc. Hereby agree to furnis ,I or and materials-complete in accorda ce+h the above specifications, at the above price. AUTHORIZED SIGNATURE DATE �) JOB DESCRIPTION: WINDOW REPLACEMENT 1. Single Hung 2. Single Hung 11 OPENINGS Window Window "REVISION" 37'x 51-1/2" 37'x 51-1/2" Changed openings 6&8 to 75/75 75/75 Casement Windows NOA#15-0512.10 NOA#15-0512.10 3. Single Hung 4. Single Hung Window Window 37'x 39-1/2" 35-1/4"x 35-1/2" 8. 7. 6. 75/75 75/75 NOA#15-0512.10 N 5-0512 0 9 BEDROOM 2 BATHROOM BEDROOM 1 5 5. Single Hung 6. Casement egress egress Window Window 37"x 51-1/2" 37"x 51-1/2" 75/75 64.8/64.8 NOA#15-0512.10 INOA#1"512.19 7. Single Hung 8. Casement Window Window 19"x 39-1/2" 37"x 51-1/2" 75/75 64.8/64.8 10. NOA#15-0512.10 NO #15-0512.19 9. Single Hung 10. Single Hung Window Window LIVING ROOM 37"51-1/2" 19"x 39-1/4" KITCHEN � 75/75 75/75 c) NOA#15-0512.10 NOA#15-0512.10 11. M 11. Single Hung `= rrI ` j IWindow J P 19X" 9-'I/41i � 1. 2. 3. -� -� NO #15�051112.10 Z . • . • • . • nC 9� i •• ••• •• • • • •• ICIO S z M "' '•• ••• ••JAVIER CABELLO - F 46 10290 N MIAMI AVE .1 1 . MIAMI SHORES, FL 33150 _ NQ f'fi • • • • • • • • • VaA J 5 t a Spedafty Engineering Cor euhants,Inc. ,NGtGEtf., Wind Velocites in South Florida 0. 5 1599 SW 30 Avenue,Suite 020 a �;• Dade Browmd Palm Beach Boynton Beach,FL 334328 4i Risk Cat.1 165 156 156 I.mv risk m htmma farms sheds n 0. FL.CA 0009217 5 oJ, - Risk eat.2 IIs 170 170 Sia FamilyResidences (`,(� r a_./ '><�� Risk Cal 3&.4 I86 180 180 Fssemiel Facigdea P' 9 h (GCp-G"Y 1) I ishtctions;and fimietions of Use 1 Charts provide wird reseures based on the mean roof he M.And shell not exceed 80'-0-. 2 D n resaures are for an enclosed buiMd shutters or=im ct resistance protection required). V(mph) 173 1620 FBC for HVHZ,or Fig.26.5-1a 3 User shell determine the mean roof he Eave he M+Roof Peak @. Risk Category H Ta61e 1.5-I,page 2 4 End zone distance is the lessor of 10%of le 10%of width,or 40%of the mean roof h ht end not lees than Y-W Exposure C Section 26.7 5 If 50%of a component Is Ina articular zone then thM component is considered to be In zone with the ma o of the area.If questionable then place in Zone 5 Kd 0.85 Table 26.6-1•page 250 6 Each com one widow,door,mud8on has a 61b arae that is area to be used.Area of components to rounded down but shall not be less than 10 sf. Kzt 1 Figure 26.8-1,page 252 7 For NOA's that require a Kd=1.0 then multiply the values fisted herein by 1.18. GCpi 0.18 -0.18 0.55 8 Wind pressures are based on Allowable stress design. pitch of mof 3/12 14.0 degrees 9 Deft pressures gated herein are valid for ums B and C and exposure D.max roof height 30 theta 14.0 degree 10 Charts and values fisted herein are only vafid when signed,dated and sealed by Gary McDou le PE 058214 or Mark LeBlanc,PE 035683 or Adam D.LeBlanc PE077012 11 Wind d n reasures ere calculated in accordance with ASCE 7-10 Method 2 12 No reduction•taken for slopes less than 10 degrees. Area of t Amaofcompancni Arcs of t Area of t Area ofcomponcnt Area 17 t Area of Area of com Area ofcomponent Area of Area of t 10.0 sf 15.0 sf 2040 sf 25.0 d 30.0 sf 35.0 of 40.0 sf 45.0 sf 50.0 of 55.0 sf 60.0 of Mem Roof H.iRht Zone 4 Zone 5 one 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 - 35.8 35.8 35.4 35.4 35.0 35.0 15 -43.4 -53.6 42.2 -51.3 41.8 -50.6 31.4 49.8 31.0 49.0 40.6 48.3 40.2 47.5 -39.8 46.8 -39.4 46.0 -39.0 45.2 -38.6 -44.5 40.6 40.6 39- 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 1 34.0 -54.4 32.8 -52.0 32.4 -51.3 32.0 -50.5 31.6 39.7 41.1 38.9 30.7 38.2 30.3 37.4 -39.9 36.6 -39.5 35.8 -39.1 35.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 33.4 -52.7 32.9 -51.9 32.5 -51.1 32.1 -50.4 31.7 39.6 41.3 38.8 30.8 38.0 30.4 37.2 30.0 36.4 -39.6 35.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 35.1 -55.7 33.9 -53.3 33.5 -52.6 43.0 -51.8 32.6 1 -51.0 1 32.2 -50.2 31.8 39.4 31.3 38.6 30.9 37.8 30.5 37.0 30.1 36.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 35.7 -56.4 34.4 -54.0 43.9 -53.2 33.5 -52.4 33.1 -51.5 32.7 -50.7 32.2 -49.9 31.8 39.1 31.4 38.3 31.0 37.5 -40.5 36.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 34.9 -54.5 -44.4 1 -53.7 34.0 -52.9 33.6 -52.1 33.1 -51.3 32.7 -50.5 32.3 39.7 31.8 38.9 31.4 38.1 31.0 37.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 36.6 -57.6 35.3 -55.1 34.9 -54.3 44.4 -53.5 34.0 -52.6 33.6 -51.8 33.1 -51.0 32.7 -50.2 32.3 39.4 31.8 38.5 31.4 37.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 37.1 -58.1 35.8 -55.6 35.3 -54.8 34.9 1 -54.0 34.4 1 -53.2 34.0 1 -52.3 33.6 1 -51.5 33.1 -50.7 32.7 49.9 32.2 39.0 31.8 38.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 1 37.5 -58.7 -46.2 -56.2 35.8 -55.3 35.3 -54.5 -44.9 -53.7 -44.4 -52.8 34.0 -52.0 33.5 -51.2 33.1 -50.3 32.6 39.5 32.2 38.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 38.0 -59.2 36.6 -56.7 36.2 -55.8 35.7 -55.0 35.3 -54.1 44.8 -53.3 44.4 -52.5 33.9 -51.6 33.5 1 -50.8 33.0 39.9 32.6 39.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 38.4 -59.7 37.0 -57.2 36.6 -56.3 1 36.1 -55.5 35.7 -54.6 35.2 -53.8 34.7 -52.9 34.3 1 -52.1 33.8 -51.2 33.4 -50.4 32.9 39.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 38.8 -60.2 37.4 -57.6 37.0 -56.8 36.5 1 -55.9 1 36.0 -55.1 35.6 -54.2 35.1 -53.4 34.7 -52.5 -44.2 -51.6 33.7 -50.8 33.3 39.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 39.2 -60.7 37.8 -58.1 37.3 -57.2 36.9 -56.4 36.4 -55.5 35.9 1 -54.6 35.5 -53.8 35.0 -52.9 -44.6 -52.0 34.1 -51.2 33.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 •IV 042.31• #2.3 0 •l lib 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 39.5 fi1.2 -48.2 -58.5 37.7 -57.7 37.2 -56.8 46.8 -Si9 ••46j .l 35.8 -54.2 35.4 -53.3 34.9 -52.4 -44.4 -51:6 -44:0 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43�i• ��1 *42.0 liE� 462.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7, 40.2 29 39.9 -61.6 38.5 -59.0 38.0 -58.1 37.6 -57.2 47 ••5�3 • .6 5.5 9.2 -54.6 35.7 -53.7 35.2 -52.8 -44.8 -52.0 - 343 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 4L9 41.4 41.4 40.9 40.9 40.5 40.5 30 -50.3 -62.1 38.9 -59.4 38.4 -58.5 37.9 -57.6 37.4 -56.8 37.0 -55.9 36.5 -55.0 36.0 -54.1 35.6 -53.2 35.1 -52.3 34.6 51.4 . . . MAR 14 . . . . . . . . . . ... . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . I MIAMI•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW-26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 d O CE UA www.miamidnde.my/economy GI Windows and Doors,Inc. 100 NW 25 Streetiami,Fl.33171' 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 Prodgq;.Control Section that this product or material fails to meet the requirements of the applicable building codQ.9 0 0' 0009:0 This product is approved as described herein, and has been designed to comply with tie Floride Building o. Co a High Veloci Hu _ .00000 0000 .00000 DESCRIPTION: Series 11238"Outswing Aluminum Casement Window-L.1VJt1�..... •••• tit a erles- um viewing Caoemeaf 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 5*ed 04/10/4-5.plepared• •• by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearine&eMiami-DadeCounty•••;• Product Control Revision stamp with the Notice of Acceptance number and exprafitUdate by the Miami- Dade iami 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, citf, 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 applici been filed and there has been no change in the applicable building code negatively affecting the e lis product.. TERMINATION of.this NOA will occur after the expiration dat r '. e 0 a revision or change in the materials, use, and/or manufacture of the product or process. > s afg endorsement of any product, for sales, advertising or any other purposes shall automatic Failure to comply,with any section of this NOA shall be cause for termination and remov - • �T\TTTTITT[T� ^-1 Ie-i„ A-mmber-preeeded-by-the-words-Miantt-Baderte followed by the expiration date may be displayed in advertising literature'. If any portio'. '�t OA is displayed,then it shall be done in its entirety. "{ r INSPECTION: A this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0506.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by ManueI Perez,P.E. �0NONo.15-0512.19 MfartaoaoE COUNTY Expiration Date: October 26,2018 C Approval Date: September 17,2015 Q fG�J l7 Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOAIs #96-04.17.03 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 Supet,Mcea insulating glass spacer,prepared by Certified Test LaboratoriesZ Test Repopt."b"' 0.0 0.0 CTLA-3056 WA,dated 03/03/15, signed and sealed by Rames]f C Patel ,P.P • •0 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per*M TAS'202-94 """ 2)Large Missile Impact Test per FBC,TAS 20 L;P.4.0 •0 ;•••• 3)Cyclic Wind Pressure Loading per FBC,TA's 2X-94 along with marked-up drawings and installation diagram of a serips•7;100 P•VE p;oject00:0 out window,to qualify DuPont`Butacite"PVB interlayer, Dur&AM and Supee ••'•:• Spacer®insulating glass spacer,prepared by Certified Test LaarataZries,TestOlZeport ...00. No. CTLA-3056 WB, dated 03/03/15,signed and sealed by Ramesh C.PaxBt,•P.�. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading par]1k TA&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 SpacerWinsulating-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. 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 a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB,*dated 03/24/14,signed and sealed by Ramesh•C. 1,P.E. (Submitted under previous NOA #14-05.06.01). Manuel Pcz, .E. Product Control xa finer NOA.No.15- 12.19 Expiration Date: October 26,2018 Approval Date: September.17,2015 E-1 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 sees 4)Forced Entry Test,per FBC 2411.3.2.1, and.TAS202-94....• along with marked-up drawings and installation diagram of imp aluminum moment window, prepared by Hurricane Testing Lab., Inc., Test Rep8ttS•No. IMTL-0080s••••• 0301-07 for specimen A and B,and HTL-0080-0905-07 for spg'imen B and 7Q, dated.... 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abrat :P.E. •,•• **:see (Submitted larder NOA #08-1010.02) ••••• ..• . •.... 7. Test reports on: 1)-Large Missile Impact Test per FBC,TAS M-94 • •••••• • 2) Cyclic Wind Pressure Loading per FBC,TAS X94 0 ' along with marked-up drawings and installation diagram of an�lu�nm�e� g :•0*0• casement window,prepared by Hurricane Engineering&Testilig,In&., Test.Reports :"'•; No.HETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298,dated 06/27/08 and 07/17/0$, 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. tr,.hri,�tlerl and - Manwel-Fereym. Product Control ExMi er NOA No.15-0 12.19 Expiration Date: October 26,2018 Approval Date:.September 17;2015 E-2 CGI'Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i B. TESTS(coNTINUED) i 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 tinder NOA #96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2010, dated 4/24/14,prepared by Al-Farooq Corporation,signed and sealed by JftvA.• •• ••• Ahmad, P.E. •• •••• (Submitted under previous NOA #14-0506.01) 0::00: •••• •••••• 6666.. 2. Glazing complies with ASTM E1300-09 6666.. 6666 .. . . 6666 . .. 6666. D. QUALITY ASSURANCE 6•••.. ... 66009 1. Miami-Dade Department of Regulatory and Economic Resourees OAR) 9o: •••••• 6666.. 0 6000.. E. MATERIAL CERTIFICATIONS 000800 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ame'nic'A,Inc.foz their ;••••; "SentryGlas®(Clear and White) GIass Interlayers"dated 06/25/15,expirin969on 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 Q5/91/16 Manuel Pere ,P. . Product Control Exmin r NOA No. 15- .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 FBG P Edition (2014), dated April 11,2014, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA #14-0506.0.1) 2, Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 t 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 RTL-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 ander NOA #08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL4080-1107-98,issued by Hurricane Test Laboratory, Inc., dated 03/06f96%nd 11/10/98,both signed and sealed by Timothy S. Marshall,P.E.: .•. •••• •••• • .. . .... (Submitted under NOA #96-0417.03 and 011002.03) •,••.• . . ....:. 6. Laboratory compliance letters for Test Reports No. FTL-1003 aad�TL-1041,.issued • • by Fenestration Testing Laboratory,Inc., dated 10/14/94,both jigmd.and Vgedpy • Yamil Kuri,P.E. 000-• ' •• ••••• (Submitted under NOA #96-0417.03) ••.••• •••. . • ••••• .. .. .. ...... 7. Test Proposal for the qualification of ButaciteO PVB glass inter :by Kuraray .• America, Inc., as well as Duraseal®and Super Spacer®Standar( warm-qdAe•:. •••••• flexible insulating glass spacers, dated December 16,2014, iss*d by.RER,Product :....: Control Section,signed by Jaime Gascon,P.E., Supervisor,Product Control%a gtton. • • 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 10/26/19 Manuel ere Product Control Ex i r NOA No. 15-0 .19. Expiration Date: October 26,2018 Approval Date: September 17,2015 F-4 GENERAL WINDOW SECTIONS WINDOW WIDTH FLANGE FRAME VENT WIDTH WW-2' 1 D.L. OPG- Z 1 WW-7 8"CORNEIL S N A I HEAD/SILL 7 RS "�J 8 GAM LOCKS z 0 8 2 LOCK POINTS a a ALL SIZES 3 CD g N iiQ�Qg$AAU004PACT WDMOVS ONLY ----�F–_– SURFACE APPLIED FALSE HUNTINSUPTIONAL II 1 ---- II\ II O I 0 J $Y FOR GLASS TYPES. REFER TO ��— p�p SHEETS 3 AND 4. 8 24'MAX T1P. O w 1 7 2 3 O.L OPG. D.L.OPG. 2 Imo" AT HEAD/SILL a 1' VENT WIDTH VENT WIDTH t' TYPICAL ELEVATION n WINDOW WIDTH WINDOW WIDTH (FLANGE FRAME) = 0 04 EXTERIOR MULTI POINT LOCK C$ I � _ BY OCK' z 2E a i 9 IX'RUTH'MULTI POINT LOCK ALT.TO 0 SCAM LOCKS ry+O ALT.TO CAM LOCKS �,jy O O j MAIL WDW. LOCK MAX.WDW. LOCK �+ U m I HEIGHT POINTS HEIGHT POQ4I5 I 42' 2 38' 2 O 83' 3 56' 3 _ I 8 11 1 84' 4 3 i o ;, oo& SHUTTERS ARE NOT REQUIRED. NSTRUCTIONS: H•" a •• ••• • • • • • •• USE CHARTS AS FOLLOWS. 1 • S�N"O'WS'• • • • • • FOR MULLION/MULTIPLE UNITS, REFER TO > g'B g g •• •r&S 4 4*4UC•i HIB&W:E51UNED AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N.OA STEP 1 DETERMINE DESIGN WIND LOAD REOUIREMEM BASED • WOUYREIENTM OrsTHi FlpPIDA BUILDING CODE INCLUDING HIGH VELOCITY — ON WIND VELOCITY.BLDG.HEIGHT.WIND ZONE •• ••HURRICIFE ZONE HVlhZ • •• USING APPLICABLE ASCE 7 STANDARD. )• • WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER Fagr'JAVAD AMMAD PRODUCT a STEP SEE CHARTS D SHEETS 3 AND 4 FOR DESIGN LOAD CP1II- Tr CAPACITY OF DESIRED CUSS SIZE/TYPE. LOADS TO THE STRUCTURE. FLA.PE F 70582 ��PINL°B �Qro�� ANCHO E AS Lj4TED,SPAFED AS SHOWN ON DETAILS.ANCHORS C.A.N. Wa 5538 Bi6Tdiiwl STEP 3 USING CHART ON SHEET 8 SELECT ANCHOR OPTION • ••• �� A PS N• WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • • ENIBEOhI TV 1SE MATiRWL SLWLI•BE BEYOND WALL DRESSING 6R STUCCO. A�OGe Ipak 2D '. IN STEP i ABOVE. • • CHO Ir Q�G•LOADI C OA 0 S T SHOWN N THESE DEI'AllS ARE Y W 0 STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON •• • e 0 THIS AR( Aly • ��i P,�� drawing no. SHEET 7 TO DEIERMINE CAPACITY. ••• • A LCX*SURATft INCREASE IS USES IN DESIGN OF ANCHORS INTO WOOD ONLY. W98-1 00 STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2.3 AND 4 ALL SHIMS TO BE HIGH IMPACT. NON–METALLIC AND NON–COMPRESSIBLE. SHALL APPLY TO ENTIRE SYSTEM. sheet'I of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW WIDTH a VENT WIDTH ww-t t/z• Z � � D J GENERAL WINDOW SECTIONS a.On WW-6 1/2" � EQUAL LEG FRAM 6`MAX.TYP. A HEW /SILL CORNERS ERS o E ,t O n to O8 I I (tC.777 e') _ 2 F ,1+ � ~ CAM LOCKS 9 2 LOCK POINTS = 1 ALL SIZES t ISS. j tOj ;; '/� II SURFACE ED Q�ii E © SNUBBER W '3 ; \T __—_;G___ SEINNTIHS AT IMPACT WINDOWS ONLY I la II 13PTIONAL 11 J a 0 I LL _ __ U 6 J 1 ®10 II K ? m 4 I II ❑ YI 11 I' b it r 1 C3 Lj X 124`MAX.TYP. I` _____—__ __ AT HEAD/SILL ' N TYPICAL F FIIAnON O �"I N (EQUAL LEG FRAME) VO Z M FOR GLASS TYPES, t IA 7 2 3 D.L mac. REFER TO D.L.DPc. 2 V2' o .- o— Mair WIDTH SHEETS 3 AND 4. vENT 3/4' o _ WINDOW WIDTH WINDOW WIDTH EXTERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK �+ BY'TRUTH' BY'INTERLOCK' ALT.TO CAM LOCKS 99 ALT.TO CAM LOCKS N S$3 I I MAX.WOW. LOCK MAX.WOW. LOGO O z t5 HEIGHT POINTS HEIGHT POINTS Fa 42` 2 38' 2g� 1 63` 3 56• 3 z a o ; e B4• 4 74` 4 1 1 C0^anau, 2 LJULr � PRODUCT REVISED q N FIA PEN. 3./70982 m e plyiva with the Florida • CA8 BldldinceNo g Code © • • • • • 0 So Aempfao (5.OJ14.jq • • ••• • • itetion Date •• • • • • • • Mlom P Contrd drawing no. ,A ... A 2 w98—i ao sheet�,�of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2b2S 2 5/8' 2.075 F L7S7 .768 s —!5 IA00 'Y 1,307 .'0�9'07Y—P.�`�� !Z+ 2.625 L875 t J 1" a 2.215 2.465 .720 Q A a ASO TYP. '--)' L438 p L222 U� r t3 CORNER KEY CORNER KEY ® .OTA THICK ST.STEELU _062 THICK ALUMINUM O FLANGE FRAME O VENT (5/16°LAM. GLASS) Qr M 2.075 —L757— .768 L757 0 .7N� 1--- A90 TYR Z th 4I 1.057 L67S (�({� 2.465 2.715 �-J1-� L438 VENT CORNER Geo TYP `t 1.624 Z n A u EQUAL LEG FRAME VENT (INSUL. LAM. GLASS) ALL FRAME AND VENT CORNERS TO BE tm PARI'� QUANTITY DISCKHTION MATERIAL MANE./BUPPUER/REMARKS Ir L7S7 O w SEALED WITH GE SILPRUF OR EQUIV. 1 CGl-373 4 FLANGE FRAME 6093-T6 INDALfX OR EOUIV. O j1 1A COI-397 4 EQUAL LEG FRAME 6063-T6 INOAM OR EOUN. .090 TYP. qy 2 art-378 4 VENT(5/18'IAM.GLASS) 6083 TS PIOALEX OR MUM. 1875 20 CGI-381 4 VENT(INSUL LASH.GLASS) 6067-T6 RMALEX OR EQUIV. 5 2C CGI-395 4 VENT(7/16'TALL GLASS) 6083-T6 WDALEX OR FAUN. L 3 ZzG 3 CGI-375 4 OGEE 6LAZIN0 BEAD 6083-75 INDALIX OR EQUIV. � r� y@ 3A CGI-348 4 SQUARE GLAZING BEAD 6083-Ts INDALEX OR EOUN. Ni 5 O_AI 4 - 4 A80 THICK CORNER KEY ALUMINUM- L347 (9 p 4 5 - B .D60 THICK CORNER KEY Sr.STEEL- O-'m 8 AP-425 AS READ. FRAME WEATHERSTRIPPING SCHLEGEL APTUS © VENT (7/16'LAM. GLASS) 7 0250-K-190 AS READ. VENT WEATHERSTRIPPING SCHLEGEL Q-LON 8 35-10-00-101 2/VENT 4 13AR HWGE,AT TOP AND BOTTOM STEEL TRUTH,ATTACHED W/(6)IS X 3/8'S6 SMs .754 9 24-13-00-202 2/VENT FACE MOUNT LOCK STEEL TRUTH,ATTACHED W/(2)08 X 3/8'SMS 9A - I/VENT MULR POINT LOCK - TRUTH '383 S30 P+ 98 - 1/VENT MULTI POINT LOCK - INTERLOCK R / 10 - 2/VENT .110 THICK LOCK KEEPER,AT FRAME JAMB FACINC•LOCK STEEL CGI,ATTACHED W/(2)010 X 3/B"SS SIS yy 8 L 11 - 1 OPERATOR(OPTIONAL) STEEL TRUTH.ATTACHED W/(2)08 X 3/8'SS SMS 3 ,617 YI o g 11A - 1 OPERATOR(OPTIONAL) STEEL INTERLOCK O CGI-375: OGEE GLAZING STOP I A 12 30176 I OPERATOR TRIM( TRUTH,ATTAC14 13 - 2/CORNER 1FRAME AND VENT ASSEIABLY SCREYYS - 010 X 1-1/4'SS SMS w n •• ••• • • • • • •• c•'� v • • •• • • • • • o o i_ • •• • • • • ••• • .817 c • • • • • • • • • Q CGI-396: SQUARE GLAZING STOP es see of 0 00 Erryr.JAVAO AHMAD T 2 FLA.PE#70592 PRODUCT REVISED a CAN. ®=V1006 ith Ne FiwWe • ••• • ••• • • Building Cede }' • • • • • •l/w - • accryXanceNo�6-0514.1q • ... Y 2015 mHen W • )$ FRAME CORNER • • • • • • • • • • • • • • • • • • By drawing no. ••• • ••• • • • Munn' ar►:Product W98-100 sheet 2 of 7 , ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8"ANN.GLASS 3/18'ANN.GLASS 3/16'HEAT STREN'D GLASS 4 V 075'Sollax CP With PET Core 075"Saflex CP With PET Core �� g By'Eastman Chemical Co.' By'Eastman Chemical Co.' 090'SaOex Clear And Color Glass .090'SaOex Clear And Color Gloss .090"SaBex Gear And Color Glass m °0 By'Eastman Chemical Co.' INTERIAYERS By'Eastman Chemical Co.' INiERLAYERS By'Eastman Chemical Go.' O 3 IN1ERlAYERS { .090•Butocite PVB .080•SentryGloa .090•sentryGloa By'Kuraray America,Inc.' By'Kuroray America,Inc.' By'Kuraray America,Inc.' E N as .090'Butocite PVB .090'Butocite PVB By'Kuraray America,Inc. By'Kuraray America,Inc.' t/ 1.0 8'ANN. .044 3/16•ANN.GLASS z m 3/16"HEAT STREN'0 GLASS C SILICONE 1 y 7V 1 Ij 1 'i n _ Y GE-1200 Ii •1 SILICONE i li SILICON DOV 899 I A DOW 99S I I? W 995 I I 995 GE-12M GE-200 4 I? ?: DOV 899 I I DOV 899 BEAD MONAL ALL GLASS TYPES-"( a 3 Chi 5/18" NOMINAL 7/16 NOMINAL 7/18" NOMINAL Z w GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' a PERFORMAN VALUES OF IMPACT'RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REOUM NO SHUTTERS REOUM NO SHUTTERS REOUIRM REFER M SHEETS S TM 7 FOR INSIAUMN DETAIS F S TG SHEEIS 6 TM 7 FOR 04SULLATM OEIMS REFER 10 SHEEfS S TMa7 7 FOR INSTr41A710N OHMS � $ N WINDOW DIMS. GLASS TYPE'2" GLASS TYPE'9' GLASS TYPE'6' 1FADIGW DIMS. GLASS TYPE'2' GLASS TYPE'S' GLASS TYPE'8' WINDOW DIMS. GLASS TYPE'2' GLASS TYPE'S' CLAUS TYPE'8' 1WO111 HEIGHT ar.(+) INT.(-) EXT.(+) 114T.(-) EXT.(+) IKT.(-) VADTH HEIGHT EXr.(+) INT.(-)I EXT.(+) INT.(-) EXr.(+) INT.(-) WIDTH HEIGHT EXT.(+) W.(-) EXT.(+) INT.(-) EXT.(+) 7Nr.(-) 3 Z 20' 1110.0 194.3 110.0 195.0 [110.0 195.0 1. 08.8 r72A 110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 m 24" 110.0 181.9 110.0 195M 195.0 24' 85.8 110.0 195.0 110.0 120.0 26-1/2• 2r 110.0 195.0 110.0 195.0 110.0 195.0 2g' 110.0 138.8 110.0 195.0 195.0 28' 76.7110.0 120.0 110.0 120.0 37" 110.0 145.4 110.0 195.0 110.0 195.11 O r 30' � Lu 110.0 129.5 110.0 195.0 195.0 30• �, 73.2110.0 120.0 110.0 120.0 42" 110.0 128.1 110.0 195.0 110.0 195.0 0 I= 32' 110.0 121.4 110.0 185.0 195.0 32' 70.2110.0 120.0 110.0 120.0 19-If8110.0 180.8 110.0 195.0 110.0 195.0 v 1rII` 43 107.9 107.9 110.0 195.0 195.0 38' 64.8110.0 120.0 110.0 12110 26-1/2" 38-3/8, 110.0 137.5 110.0 195.0 110.0 195.0N97.1 97.1 110.0 195.0 120.0 40" - 60.0 60.0 60.0 60.0 37' 9&5 96.5 110.0 194.5 110.0 120.0 p In42' 92.5 924 110.0 120.0 60.0 42' - 60.0 60.0 60.0 60.0 42' Set 86.8 110.0 120.0 110.0 120.0 0 N1 20" 110.0 166.5 110.0 195.0 110.0 195.0 20" 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 1445 110.0 195.0 110.0 195.0 2i m 24" 110.0 138.8 110.0 195.0 110.0 195.0 24' 73.4 73.4 1 110.0 120.0 110. 120.0 26-1/2' 50-5/8. 99.7 104.3 110.0 195.0 110.0 195.0 3 O 28' 110.0 118.9 110.0 195.0 110.0 195.0 28' 64.2 84.2 110.0 120.0 110.0 1240 37' 74.7 74.7 110.0 120.0 110.0 120.0 39" 110.0 111.0 110.0 195.0 110.0 195.0 30" 66" 60.6 80.6 110.0 120.0 110.0 120.0 42• BS2 652 110.0 120.0 110.0 120.0 O 62" 32' 104.1 104.1 110.0 195.0 110.0 120.0 32 57.5 574 110.0 120.0 110.0 120.0 19-1/8" 98.7 104.2 110.0 186.0 170.0 195.0 3r 925 92.5 110.0 120.0 110.0 120.0 36" - - 60.0 80.0 60.0 6010 26-1/2" 63• 74.9 77.9 110.0 120.0 110.0 120. 40• 83.3 83.3 110.0 120.0 110.0 120.0 1. - - 8010 60.0 60.0 60.0 37' 80.0 60.0 110.0 120.0 110.0 120.0 42" 793 79.3 1 1104 120.0 60.0 60.0 20' 65.4 66.4 110.0 195.0 110.0 120.0 42' - - 60.0 60.0 6D.0 60.0 20' 110.0 145.7 110.0 195.0 110.0 195.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8' 63.0 63M 110.0 199.0 110.0 120.0 a 8 v 24' 110.0 121.4 110.0 195.0 110.0 185.0 28' 72, 48.9 489 110.0 1211.0 110.0 120.0 26-1/2' 74-1/4' 46.8 46.6 110.0 120.0 110.0 120.0 c R Q � 28' 1032 104.1 110A 195.0 110.0 120.0 30' 4610 46.0 110.0 120.0 110.0 120.0 37" - - 59.8 592 592 59.8 0 i i a 30" 48' 97.1 97.1 110.0 185.0 110.0 120.0 32" 435 43.6 110.0 120.0 110.0 120.0 37" 77' - - 56.3 56.3 58.3 58.3 *rk -p q a F 32' 91.1 91.1 110.0 120.0 110.0 120.0 3r - 6010 60.0 60.0 60.0 u 6 36' 80.9 BDA 110.0 120.0 110.0 120.0 32' - - 60.0 60.0 6010 60.0 �k LIMIT MAX.LOADS TO 171.0 1 m 7r WHEN MULTI POINT LOCK BY'INETRLOCK 96 40 IS USED - 42' 69.4 69.4 110.0 120.0 60.0 60.0 20• 52.0 52.0 It0.0 120.0 110.0 120.0 w N m 20' 110.0 128.5 110.0 195.0 110.0 195.0 24' •• 2 32 110. 120.0 110.0 120.0 * SIZE 37'X 77"APPLICABLE TO FLANGE FRAMES ONLY c 24' 98.0 107.8 110.0 198.0 170.0 785.0 2B' •78' Jp.1• 18.1• •101 •1200 110.0 720.0 SEE I a a n 28• 88.2 9zS /10.0 120.0 110.0 120.0 30' • •_ • 10. 12. 6010 Mill - 39• 84.4 86.3 110.0 120.0 110.0 120.0 32" ®0 • •- • •80.01 •6010 60.0 60.0 54• 32• 80.9 80.9 110.0 120.0 110.0 120.0 20' •• 00.5 •RLS 110.6 •12W* 110.0 120.0 m 7 110.0 120.0 110.0 1200. 24' 34.9 349 110.0 12MO 110.0 120.0 Eng.. %VAD AHMAD e e CNIL PRODUCT REVISES N 84.8 84.8 110.0 120.0 110.0 120.0 28' 84' 110.0 120.0 54.5 545 FLA.PE It 70892 a complyiail Witham Floods 42' 61.7 61.7 110.0 120.0 60.0 60.0 30" • •• - - 0 IS51-2 51.2 •572 51.2C 3538 611dtdtaE Code 32' • • - •- 048.3 •49.3 1 413 463 Aueptmxe No 15.051sz.1ajo NOTE: W.rI • • • • • • • • • 11 � Uma ,8 GLASS CAPACITIES ON THIS SHEET ARE LO" •• • • • • • • BY drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) LOtA9r(IAREA•UMITS ••• • • • 015 M DdsProduc11 W98-10 AND FLORIDA BUILDING COMMISSION FOR +110.0, -120.0 PSF 16.34 SQ. FT. DECLARATORY STATEMENT DCA05-DEC-219 +110.0, -195.0 PSF 10.00 SQ. FT. sheet Sof 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8"TEMP.GLASS 1/8'TEMP.GLASS M4 V o AIR SPACE AIR SPACE 1� 8"TEMP.GLASS 10 1/8°ANN.GLASS 1/,075•Soft"CP With PET Core .075`Safi=CP With PET Core Z 3c BY'Eastman Chemical Co.' By'Eostmon Chemical Co.' C � 090"SaBex clear And Color Glass .090•Sages Clear And Color Glass F 7d By'Eastman Chemical Co.' Sy'Eastman Chemical Co.' NTERLAYERS INTERIAYERS 080•SentryGlas 090'SentryGlas O s v By'Kuroroy Americo,Inc.' By'Kuraray Americo, Inc.' ECut .090`Butacite PVB 090"Butocite PVB By'Kuraray Americo, Inc.' By'Kuroray America,Inc. SQUARE BEAD �' t• uv 1/8'ANN.GLASS 1/8'TEMP.GLASS OPTIONAL ALL GLASS TYPES SILICONE SILIC@lE S > GE-1GE-1200 a q95 I DDV 995 Q°ti W R DOW 899 DOW 899 XL EDGE SPACER XL EDGE SPACER ST.STEEL BY'CARDINAL' SETTING BLOCKS ST.STEEL BY'CARDINAL' SETTING BLOCKS T CI OUPASEAL BY'OUIWEX' EPDM E DURASEAL BY'QUANEW EPDM� Q b F OR DUROMETER 8.515 OR OUROMETER 85±5 SUPER SPACER BY'QUANEX' 3/4" INSULATED SUPER SPACER BY'GUANEX' 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' J m V m q Z 3 � � PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT W9111awS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS N NO SHUTTERS REIRM" NO SNORERS REWI6O1 No SIORIERS REQUIRED Q' REFER TO SHEETS 5 THRU 7 FOR MSTAOAWW DEIAXS REFER TO SHEETS 5 I11HU 7 FOR INSIAIlAT1011 DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTAIIAMON NAILS O W a TIT: WIN DOIP DUB. GLASS TYPE'2A' GIASS TYPE'W wINDOW DIMS. GLASS TYPE 12A' OIASS TYPE'BA' WINDOW DIMS. GIASS TYPE'2A' GLASS TYPE'SA' YAM HEIGHT EXT.(+) 1NT.(-) EXT.(+) TNT.(-) WIDTH HQGHT Off.(+) INT.(-) EXT.(+) TNT.(-) WIDTH r1lEGH1110.0 194.3 110.0 195.0989 112.6 110.0 195.0 19-1/8' 110.0 195.0 110.0 195.0 N�24' 110.0 151.9 110.0 195.0 24' 85.8 95.4 110.0 120.0 26-1/2' 110.0 2D3.0 110.0 195.0 '-3 rt28' 110.0 138$ 110.0 196.0 28' 76.7 63.3 110.0 120.0 37' 110.0 145.4 110.0 195.0 oM 1. 110.0 1295 110.0 195.0 30' �• 73.2 77.7 l io.o 120.0 42' 110.0 128.1 110.0 195.0 ZZ32' � 110.0 121.4 110.0 186.0 32" 70.2 72.8 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 �36' 107.9 107.9 110.0 195.0 36' 649 64.8 110.0 120.0 26-1/2 110.0 1375 110.0 185.0 I 1. 97.1 97.1 110.0 120.0 40' 60.0 60.0 - - 37• 98.5 985 110.0 120.0 U d 42' 925 925 t10.0 120.0 42' 60.0 60.0 - - 42' 86.8 869 110.0 120.0 0 20• 110.0 1665 110.0 195.0 20• 86.7 86.7 110.0 169.0 19-1/8" 110.0 1445 110A 195.0 24' 110.0 138.8 116.0 195.0 24' 73.4 73.4 110.0 120.0 26-1/2° 99.T 104.3 110.0 195.0 50-5/6' 28' 110.0 118.9 110.0 195.0 28• 642 64.2 110.0 120.0 37• 74.7 74.7 110.0 120.0 y 30' 42° 110.0 1114 110.0 195.0 30" 66" 60.6 60.6 110.0 1182 42" 859 659 110.0 120.0 C g 32• 104.1 104.7 110.0 120.0 32• 575 57.5 110.0 1122 19-1/8' 96.7 104.2 110.0 195.0 36' 92.5 925 110.0 120.0 36' 604 60.0 - - 26-1/2' �• 74.9 77.9 110.0 120.0 0 0 g 40' 83.3 63.3 110.0 120.0 40" 60.0 60.0 - - 37 60.0 60.0 110.0 117.0 u F o$ 42' 78.3 79.3 110M 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 55.1 109.3 109.3 19-1/8' 93.0 63.0 110.0 120.0 B 24' 110.0 121.4 110.0 195.0 28• 72, 48.9 48.9 115.3 95.3 26-1 2 74-1/4- 46.6 5. ^ » 28' 104.1 104.1 110.0 120.0 30' 46.0 46.0 �9 89.8 37' 599 59.6 - - NOTE: =°j 30• �• 97.1 97.1 110.0 1200 3z' 43.6 • r�5 0 3i" • 7a• 56.3 56.3 - - GLASS CAPACITIES ON THIS SHEET ARE o o N 32' 91.1 91.1 110.0 120.0 35" 60.0 •60.0 • •- • 0 • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) s _E 8 I 36• 80.9 80.9 T 10.0 120.0 32' 80.0 OA - jJ �^;e�Vp TLOADS TO 171.0 PSF AND FLORIDA BUILDING COMMISSION '- " ' 76• • t 41 "'Vw POINT LOCK BY'INETRLDCK' 98 DECLARATORY STATEMENT DCA05-DEC-219 40" 72.5 729 110.0 120.0 38• e0.0 am • • •- • • • 42' 69.4 69.4 110.0 120.0 ZO' 52.0 2.0 O.3 1 12 •IS•USF�• Eugn JAVAD AHMAD s 20" 110.0 1295 110.0 195.0 24' 439 439 85.4 85.4 TKTk SIZE 37'X 77"APPLICABLE TO FLANGE FRAMES ONLY CNL PRODUCT REVISED n n 24' 98.0 107.9 110.0 195.0 28• 78' 38.1 38.7 74.3 74.3 SEE SHEET 1 FLA PE 70682 m ccuplyiug with the Florhte 28" 92.5 92.5 110.0 120.0 32' 60.0 •600• - 0- • • • • CAN. 538 Building Code s �' Acceptance Na lCr D6I2.1q .� 30' 84.4 86.3 110.0_ 120.0 20• 415 •415• 80.8 .8 • 20t�i•• 0 0 ralimDat 18 32" 804 90.9 110.0 120.0 24" 34 .9 344• 6&0 •68.0• • • • • • 36' 71.9 71.9 110.0 120.0 28' 64" 54.0 545• - - • • NOTE:• • � 54" Dada PraducT drawing n0. 40' 64$ 64$ 110.0 120.0 30• 51. 512 - - LcFAD/AREA LIMIT$ W98-100 FOR +110.0, -120.0 PSF = 16.34 SO. FT. az" 61.7 61.7 110.0 120.0 32• 4a3 �� - - +110.0, -195.0 PSF = 10.00 S0. FT. sheet 4of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS W SEE ELLV. FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS SEE SHEET 6 FOR DESCRIPTION 0 SEE ELEV.FOR SPACING /-SEE ELEV. FOR SPACING F' SEE SHEET 6 FOR DESCRIPTIONSEE SHEEP 6 FOR DESCRIPTION METALSTRUCORES a 1/8•THK.MIN. A 1 3/8• GYM 7� SEALANT SEALANT C g m c e ap 2 1/8' a a.Z' a °a 2 I/V 7 3.' ' MIN. \ 1� 2-1/2•MIN. 2-1/2'MIN. INSTALLATION TYPE "I WOOD BUCK TYPE '1• INSTALLATION TYPE '2' WOOD BUCK TYPE MATERIAL PRESSURE TREATED ,II;tAL:PRESSURE TREATED w TYPICAL INSTALLA110N DEW TYPICAL INSTALLATION DETAIL ATTACHMENT TO Z e1 ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES N Ofr. A Qw 1/8•MIN. p F TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS_ SEE ELEV.FOR SPACING SIF ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION F T SEE ELEV 8 FOR DESCRIPTION o SPG X T- N / II 11 pB." 1 3 8' _Z SEALANT SEALANT Zii II 1 0 TIN2 7/8' 2 1/8'` MIN. CK INSTALLATION BY OTHERS BUCKINSTALLATION BY OTHERS ATTACHMENT $t'MIN. APPROVED MULLIONS a INSTALLATION TYPE '3' WOOD BUCK TYPE 'Y INSTALLATION TYPE '4' WOOD BUCK TYPE '4' $9 4$ TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATI o�H� 88 ON ALL FOUR SIDES/USING WOOD ••• *0: 1'II�LA.FOLR:SID,E� USING WOOD s o • •• • • • • ••• • ALUM CHANNEL • • • • • • • • 3/4'X 1•X 3/4•X 1/8" •• •• •• • • • •• 9•En r JAVAD AHRW m o ai a 2-1/2•LONG CML PRODUCT REVISED iv 3 AT ANCHOR LOCATIONS FIA.PE/70592 u canptying mlh Dro Ploridu n 4i CAN. '3538 Building Colo a • ••• • • A="l lC No(J'•0512.la► s 1 • • • • • • Hx ion Date 18 $ • • ••• • • • • • • • • • • • • p WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN •• • • • • • • m Product dmwing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER •*ART. ANCHOR CQCATIOR W9S-�OO THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet Sof 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEGS FRAME (APPLIES TO ALL FOUR SIDES) {�U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 A� o TYPICAL ANCHORS �Y m SEE EI.EV.FOR SPACING g� SEE SHEET 6 FOR DESCRIPTIONMETAL T. 3 Ic- TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES D. SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING 1/6'THK.MIN. v 5EE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR OESCRIPTION Rio I T� I V I I a OQo8 21/6' eI 'a.Q• aai-n 21/6' �N1610D1 � °. MIN. I OZ!0 •1'MW. s '1'MIN. W d 2-1/2'MRJ. 2-1/2'NTN. � N INSTALLATION TYPE 'I' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' -�- MAHRiei,PRESSURE TREATED ,:PRESSURE TREATED Z_ TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO N ao05 ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES O w z � MIN. n r-�•., TYPICAL ANCHORS N M SEE ELEV.FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS r SEE SHEET 5 FOR DESCRIPTION (]$ SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING II 11 Z_Z SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION $� - II 1 O g H + II } O n II II I IL IJ �IJ gFJ gg 2Ftt . 6 ^ oQ ::a I- 2 T/6. �I 'a d .Q• .6 d 2 7/6' s33s22 88 c3c322 MIN. 8 G 8 BUCK INSTALLATION BY OTHERS a '° BUCK INSTALLATION BY OTHERS ATTACHMENT TD ddii APPROVED MULLIONS INSTALLATION TYPE '3WOOD BUCK TYPE '3' •• ••IN TIO.TYPE_9' •• WOOD BUCK TYPE '4' MAWRaL: PRESSURE TREATED • • • • • • • • • TMA ERfA<:PRESSURE TREATED S 0$8 c TYPICAL INSTALLATION DETAIL • •• • • •• • • • • ♦TY�'ICEL LdSiALLATiON DETAIL ON ALL FOUR SIDES/USING WOOD •• ••• to ALC FOGR tID7`Sw/USING WOOD EmgJAVAD AHNAD o g CNIL PRODUCTREVISBD 3 FIA.PE t;=2 m coml�Ylo6 tvii6 Ne Ilorida q 3 CAN. 39 • ••• • ••• • • Bq tU-0512.q i •• i•• i i rmtmtJnte /8 j WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • •• • • • • • • • • O • • • • • • • • AY droving no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ••• • ••• • • • Mr D•k PraLrct 015 W98-100 THEM TO THE BUILDING STRUCTURE. sheet 5.1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS Z3 REFER TO SHEET 5 FOR DETAILS REFER TO SHEEP 6 FOR DETAILS REFER TO SHEET 5 FOR DETAILS ANCHORS W/0 SHBAR CLIP ANCHORS WITH SIDIAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAB CLIP ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP oD WINDOW DIMS. AT 17"O.C. AT 10"O.C. AT 17'O.C. AT 10"O.C. WINDOW DIMS AT 17"O.C. AT IV O.C. AT 17"O.C. AT IV O.C. WINDOW DIMS. AT 17"O.C. AT 10'O.C. AT 17°O.C. AT 10"O.C. WIDTH HEIGHT EXT4+)/1NT.(-)EKT.(+)/INT.(-)EKT.(+)/INT.(-)ExT(+)/(-(-) - -Gw EXT.(+)TINT-(-)IXL(+)/Wf.(-)EXT4+)/INT.(-)EXfd+)/ML(-) MOTH HEIGHT EXT.(+)/IM.(-)EXT.(+)/INT.(-)EXTd+)/INT4-)E)CT-(+)/-.(-) 20" 195.0 195.0 554.8 198.0 32" 78_ 133.2 195.0 76.4 122.2 19-1/8' 195.0 195.0 149.4 195.0 24' 195.0 195.0 129.0 1720 36" 118.4 1895 67.9 1C&6 26-1/2' 26' 195.0 195.0 107.6 181.8 Q p, 28' 1929 195.0 110.6 147.4 20" 1950 195.0 119.1 1905 37" 1954 195.0 77.2 115.9 p 30' 3e 180.0 195.0 103.2 137.8 2C 173.1 195.0 99.2 1582 19-1/8' 195.0 195.0 151.9 195.0 U 32' 168.8 195.0 965 129.0 28' 78' 148.4 195.0 85.1 136.1 26-1/2" 38-3/8• 191.2 195.0 109.6 146.1 0 36" 150.0 195.0 86.0 114.7 30' 136.5 1 1954 79.4 127.0 37' 136.9 182.6 785 104.7 40" 135.0N171.4 77.4 103.2 32' 129.8 188.0 74.4 119.1 19-1/8' 195.0 195.0 1535 191.0 4+p 42' 12&8 73.7 98.3 20" 195.0 1950 132.7 1950 26-1/2" SD-5/8' 193.2 195.0 1102 113&520' 195.0 1327 178.9 24' 195,0 195.0 110.6 165.9 37' 138.4 Ink 79.3 99.224' 1929 110.6 147.4 28' 165.3 195.0 94.6 1422 19-1/8" 195.0 195.0 123.3 195428' 185.3 942 12&4 32" 554.3 1g&0 885 1327 28-t/2' 155.3 195.0 89.0 155.8s0' 42" 154.3 8&5 117.9 37 63' 111 2 194.8 838 111.632' 144.6 829 110.6 42' 98.0 1 171.4 56.2 98.3 61. L{ 36' 128.8 171.4 73.7 9&3 19-1/8' 195.0 985.0 1302 195.0 1- 40' 115.7 154.3 66.3 88.5 26-1/2' 74-1/4" 184.7 195.0 94.4 151.1 42' 1102 1482 63.2 84.2 1 37' 1 1 1172 188.6 67.6 10&1 S a 20' 195.0 195.0 1542 193.5 24' 195.0 1930 _ 129.0 151.3 g Z 28' 1929 t95.0 110.6 138.2 - JO' 48" 180.0 195.0 1032 129.0 tnt 32° 168.8 198.0 962 120.9 11 TYPICALANCHORS: SEE ELEV.FOR SPACING O W 38 '150.0 187.5 86.0 107.5 40' 1330 16&6 77.4 962 14e DIA. KWIK-CON 0 BY 'HILTI' / (Fu=163 K51,Fy=157 KSI) vi 42' 1288 180.7 73.7 92.1 I 1/4" DIA. ULTRACON BY'ELCO' (Fu-m K9,Fy m KSI) N ' 20' 195.0 195.0 137.6 195.0 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 3 N M 24' 195.0 7930 171..7 neo � 28" 171.4 1930 98.3 147.4 1-1/2' MIN. PENETRATION INTO WOOD S Z 30" took 195.0 91.7 137.6 THRU 1BY BUCKS INTO CONC. OR MASONRY m 32' 54' 150.0 193D 66.0 129.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 36' 133.3 1930 76.4 114.7 C1 O DIRECTLY INTO CONC. OR MASONRY U 44' 5244 161.4 6&a 98.3 ; 1 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o 42' 1114.3 171.4 68.8 96.3 JI 20' 195.0 195.0 1232 185.8 (GRADE 2 CRS 21.• 980.0 195.0 11osz 151..1. IN IAMI-DADE COUNTY APPROVED MUWO MIN. THK. _ .090') 28' 154.3 195.8 862 132.7 INTO M STRUCTURES A 30" 144.0 195.0 82.6 123.8 g n �� ANCHORS W/O SHEAR CIDP ANCHORS tTITH SHEAR CLIP STEEL 1/B" 6 KSI MIN.) 0 t F. 32' 135.0 195.0 77.4 M. _ ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ° B k1 w 38' 920.0 180.0 6&e W922.2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 40" 106.0 162o 61.942' 5029 151..5 59.0TYPICAL EDGE DISTANCNfO�ONCR - - , 1. 195.0 Iwo 117.3 INTO WOOD STRUCTURE = 1" MIN. 28' 175.3 1950 104.5 INTO METAL STRUCTURE = 3/4' MIN. _o•• ••• • • • • • ••30' 66" 163.6 19&0 932 • • 0.: • • • • • • i E E 8 S 32" 153.4 1930 ask 123.1 • • •• • • • • • CONCRETE AT HEAD, SILL OR JAMBS f't= 3000 PSI MIN. 3G 136.1. 190.9 76.2 149.5 •• •0 0 0 0 0 : •: •• C-90 HOLLOW/FILLED BLOCK AT JAMBS Cm = 2000 PSI MIN. 40' 122.7 171.8 70.4 90.5 •• ••• •• • • • •• V 20" AD 195.0 195.0 129.0 180.6 'JACIVVADIL PRODUCT RrVISED 24" 1875 195.0 107.6 ISMS M'PE U"2 gswnV,yiug wilbtlw Florida 28' 72' 160.7 195.0 927 129.0 CAN. Bull CO& 30' 150.0 198.0 86.0 120.4 • • • • • • • AceCPl ErpirQlion Ogle 140 -05 32' 140.6 195.0 80.8 112.9 • • • • ••• • • lml 36' 125.0 1730 71.7 100.3 •0 0•• • • • • • • By drawing no. ..• • ••• . . • Iw 1.e liad Ca 1rn1 W98-100 sheat hof 7 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMINGDETAII.� �v OF ALUMINUM BUCK OF ALUMINUM MUCK OF ALUMINUM BUCK ao INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDGW CAPACITIES 1 USE LOWER APPLICABLE VALUES. °p r W DIMS. WINDOW DIMS. WINDOW DIMS. Z 21 HEIGHT EKr.(+) INT.(-) WIDTH HEIGHT E70.(+) INT.(-) WIDTH HEIGHT EXr.(+) INT.(-) 17"O.C. MAX.AT JAMBS MA)L AT JAMBS 110.0 195.0 20' 105.8 120.0 19-1/8' 110.0 195.0 110.0 195.0 24' 90.9 120.0 26-1/2` 28, 110.0 195.0 110.0 186.5 28' 76' 80.5 1103 37' 110.0 184.2 110.0 182.4 30' 76.3 104.7 42' 110.0 152.4 110.0 1795 32' 60.0 60.0 19-1/8' 110.0 195.0FF38110.0 1773 36' 60.0 60.0 26-1/2' 38-3/8' 110.0 172.6 v= earl 40' 105.8 145.1 2D' 102.7 120.0 37' 110.0 156.3 QC1y 42' 97.0 120.0 24' 88.2 120.0 42' 95.7 120.0 �`Q 20' 110.0 179.5 28' 78' 77.9 120.0 19-1/8' 110.0 195.0 dl a 24' 110.0 159.6 M. 73.9 1013 26-1/2• 50-5/8, 110.0 154.7 28" 106.9 146.6 32' 60.0 60.0 37' 94.0 120.0 1. 103.5 141.9 20' 110.0 120.0 42' ME 120.0 32' 42' 100.7 138.1 24• 97.0 120.0 19-1/8` 1093 149.9 j j Q�i.�ELj 38' 97.0 120.0 28' 84' 85.5 1173 26-1/2' 63, 84.8 116.2 1 1 O 40` 95.2 120.0 30' 60.0 60.0 37' 67.9 93.1 814 SMS 42' 96.0 120.0 32' 60.0 60.0 42' 80.0 60.0 i_ AT 8'FROM ENDS i a 20' 710.0 195.0 19-1/8' 110.0 154.0 17'O.C. MAX AT JAMBS V 24' 110.0 177.3 26-1/2` 74-1/4' 86.4 1188 ''""�J3,v1{ 24"O.C.MAK AT HEAD/SILL ����,-�-�.� 3 2r 1n.JUU 0 1n..1�U 0 814 SMS a°1i 28' 110.0 160.9 37' 80.0 80.0 AT 8°FROM ENDS N 30' 110.0 154.8 19-1/8' 109.9 120.0 17'O.C.MAX.AT JAMBS ' 48' a 24"O.C.MAX.AT HEAD/SiLL g+ 32' 1094 120.0 26-1/2' 76' 84.0 115.2 w- 36" 103.6 120.0 37' 60.0 60.0 q0• 998 120.0 19-1/8' 1083 120.0 g \ 4j� N o 4Y 95.0 120.0 26-1/2' 77' 82.7 113.4 d tt T o VI N 20' 110.0 174.1 37' 80.0 60.0 \ \ 3 M 24' 110.0 152. Z Z 1 m 28' 998 120.0 .. Ei 30' 96.6 120.0 a. d. •Q .r 1 3"p 32' 01.9 120.0 4 e. ' UO�n{ 36' 86.2 1182 • °' n TYPICAL ANCHORS TYPE'A'OR'B' TYPICAL ANCHORS TYPE'C' iii999SSS FF 40' 82.2 112.7 AT 6'FROM ENDS AND AT 6"FROM ENDS ANO O 42' 80.6 110.5 FOGE DLtiT. 17'O.C. MAX.AT HEAD/SILL 1'MIN. 24'O.C.MAX.AT HEM/SILL 20' 110.0 1532 24' 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' S 28' 668 119,0 TYPICAL ANCHORS: SEE ELEV.FOR SPACING 23Y WOOD BUCK OR Y1OW SIRUCNRES c 30' e, 828 113.5 A - 1/4" DIA KWIK-CON It BY 'HILT]'(FU-163 KSI,Fy=157 KSR 32" 79.4 108.8 TYPICAL INSTALLATION DETAIc 36' 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM g" " 40• 60.0 60.0 1-1/4' MIN. EMBED INTO CONC. OR MASONRY $ Fu-1 KSI,Fy-155 KSI 20' 110.0 171.0 DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 24' 107.8 120.0 �6 zs` 95.9 120.0 1-1/4' MIN. EMBED INTO CONCRETE •• ••• • • • • • • 30' 86' 913 tzoo 2-1/4' MIN. EMBED INTO GROUT FILL:D BLOCKS ••� • • gg2� 01 32' 873 119.7 C - • •• • • • • • �14 SMS (GRADE 2 clt5) • • • • • • •0.Q• • 1.125 _ 36' 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STMJtnR&• •• • • • � Emy:JAVAD AHYAD $ •° 40' 80.0 6a0 1.436 CML PRODUCT REVISED Q 1-1/2" MIN. PENETRATION INTO WOOD FLA.PE.y X492 meenlPlyla8wdhllmFtoridn it 20• 710.0 164.5 .125 '�3 CAN.3536 Building Code 15-0532.iq suce No 24` 97.0 120.0 TYPICAL EDGE DISTANCE • ••• • ••• • • ! toa Dara 2018 28' 72, 88.0 117.9 INTO CONCRETE AND MASONRY - 2-1r2" g1N. s •• : OPTIONAL COVER O 2 s5 30' jj 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN. • • • • • • • • T6 6063-TS By P1 drawing no. 32' 77.9 106.9 } •• • • • • • • 36 60.0 60.0 CONCRETE AT HEAD,SILL OR JAMBS t82ii 300*PSI MINA•• • • • �Q$- a0 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •