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WS-17-610 Permit NO. WS-3-17-610 `S WW `,` Miami Shores Village Permit Type:Windows/Shutters T 10050 N.E.2nd Avenue NW orkClassification:Window/Door Replacem Miami Shores,FL 33138-0000 Pen t Permit Status:APPROVED Phone: (305)795-2204 �LORIDF` Issue Date: 3/16/2017 Expiration: 09/12/2017 Project Address Parcel Number Applicant 241 NW 91 Street 1131010331340 Miami Shores, FL 33150- Block: Lot: LORI BRANDT Owner Information Address Phone Cell LORI BRANDT 241 NW 91 Street (786)553-1962 MIAMI FL 33150- 241 NW 91 Street MIAMI FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 9,000.00 IMPACT GLASS SERVICES LLC (786)245-4595 Total Sq Feet: p Type of Work:WINDOW REPLACEMENT 8 WINDOWS Available Inspections: No of Openings:8 Inspection Type: Additional Info:WINDOW REPLACEMENT 8 WINDOWS Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $5.40 Invoice# WS-3-17-63221 DBPR Fee $2.70 03/08/2017 Check#: 1153 $50.00 $161.80 DCA Fee $2.70 Education Surcharge $1.80 03/16/2017 Check#: 1154 $ 161.80 $0.00 Permit Fee $180.00 Scanning Fee $12.00 Technology Fee $7.20 Total: $211.80 In consideration of the issuan to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in stric c formity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assu a esponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for E T BING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AF A IT' I t at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a �zo n ll m e, I authorize the above-named contractor to do the work stated. March 16, 2017 Auth caner / Applicant / Contractor / Agent ate Buildin epartment Copy March 16,2017 1 Miami Shores Village Building Department one 10050 N.E2nd Avenue Miami Shores,Florida 33138 Tel: (305)795.2204 ��OR1DA 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) I 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). Ackno ledgement: 6(1611 SA I E H u-cEz y03S-G - Q*fierkwner Signature Date Print Name Miami Shores VillagecEry Building Department MAR s 201 J7 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 ✓ l Tel:(305)79S-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 � �FBp C 20 V1 BUILDING Master Permit No. 'j S I --1 —(O 1 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 2111 A& Cf/ :57- City: TCity: Miami Shores County: Miami Dade Zip: Folio/Parcel#: //— 3/0/ - 033 -1-3,-ID Is the Building Historically Designated:Yes NO Occupancy Type: Load: /ConstructionnTTType: Flood Zone: BFE: ¢ FFE: OWNER:Name t (Fee Simple Titleholder): r'0 r; ode-4_.',dt Phone#: 7y 6 J_S_.3 / '?t/, Z Address: a 4 I N W -/ 1 S 1r Q{f City: jM j e4,n r S j-.o re S State: FL Zip: 33 14-0 Tenant/Lessee Name: Phone#:1 Email: ,11Drl Kra/-a,^Cl+ 0V11,1 CONTRACTOR:Company Name: Phone#: ��0•2 yS SIBS Address: ;2o Sr- City: DM,(/— State: i6 zip: 33023 Qualifier Name: zSS6;4- Phone#: =46 -366. ��ZS State Certification or Registration#: Certificate of Competency#: 09B5 DD•5?lro DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 61000 Square/Linear Footage of Work: Type of Work: ❑ Addition 0• Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: WA&-%0 t S /R SSE agELAd — Specify color of color thru tile: 1 g Submittal Fee$�Pf4�O Permit Fee$ I © CCF$ CO/CC$ Scanning Fee$ 12- Radon Fee$ � DBPR$ 2 • Notary$ Technology Fee$ :q ° ZC) Training/Education Fee$ $� Double Fee$ Structural Reviews$ Bond$ —11 TOTAL FEE NOW DUE$ E (Revised02/24/2014) R 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 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, the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature J P, OWNER or AGENT CON CTO The foregoing instrument was acknowledged before me this The forego i g instrument w accknowledged before me this 2- rday of Aa 20 � — by 06 day of Vim^ 20 by who s personally known u n-p Ste\ On who i5,pei`sonally knawn to me or who has produced as me or who has produced as identification and w identification and who did take an oath. ri' JOSE E EIRIZ NOTARY PUBLIC: :'�° `�''s Notary Public-State of Florida NOTARY PUBLIC: • My omm.Expires Nov 27,2017 Commission FF ational 0418Notary91 _ Ju LIit1aS BMW No* Assm Sign: Sign: ILA bi MOW Print: _)OSe 1t'1� Print: ', f Expires:August 21,2020 ru 00 0 Seal: Seal: WIM tM APPROVED BY f ' (� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) milt Miami shores Village f Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel:(305)795.2204 CONTRACTORS' REGISTRATION Fax:(305)756.8972 IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. f COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT ./ C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* ✓ E. ✓ COPY OF WORKERS COMPENSATION INSURANCE* V (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and ContractorAfiidavit) *YOUR INSURANCE P Y MUST ISSUE A CE ICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specl a description of operatio ntractor license number. rrrwwrRwrwrrarrrrrwrrrrwrwwwwrrr��rrrrrrrrrrrwrrwrwrwrrwwwrrrrrrrrrrrwwrrrrrrwwrrrrrrrrrwr BUSINESS NAME:_ BUSINESS ADDRESS:3520 %0 20 .ST' CITY STATE_ZIP 0 BUSINESS PHONE: FAX NUMBER(Z_)2 -2M6 CELL PHONE ' QUALtF1ER'S NAME: QUALIFIER`S LIG NUMBER:� �� /� CTQB CoWrucU m Trades Quoong C and 'BUSINESS CERTIFICATE OF COMPETENCY 09BS00716 IMPACT GLASS SERVICES LL im Q.B.A.: y SAeHifLEZ YUSSEF Isootflsdunddertheof i0oTi1 i-Dsdf,county QUALIFYING TRADE(S) 0023 GLASS K G AZIN? -4"F.E.I.RE ' 'al d"ls—t J"'�'.T wrro n.aE�YY:fe.ar+lpwt r.� \Mr.O'tb Caurr nbN u report/"Wft herrn ACC CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 3/6/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTANAME: Mariam Ugalde A&E Insurance, LLC PHO(AICNN Ext: (954)452-1313 FAX No: (954)862-1419 12401 Orange Dr. Ste 133 E-MAIL Mariam@aeinsurance.net ADDRESS: INSURERS AFFORDING COVERAGE NAIC i# Davie FL 33330 INSURER A:Evans ton Insurance Company 35378 INSURED INSURER B:Mercu Insurance Group 27553 IMPACT GLASS SERVICES LLC INSURER C: 3520 SW 20th St INSURER D: INSURER E: Pembroke Park FL 33023 1 INSURER F: COVERAGES CERTIFICATE NUMBER:CL173601002 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE OCCUR DAMA E TO RENTED 100,000 PREMISES Ea occurrence $ X Y LB22075 11/8/2016 11/8/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY D PRO PRODUCTS-COMP/OP AGG $ PRO- JECT LOC 2,000,000 OTHER: $ AUTOMOBILE LIABILITY Ea aBINED SINGLE LIMIT $ 1,000,000 B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BA090000002724 11/8/2016 11/8/2017 BODILY INJURY(Per accident) $ AUTOS AUTOS X Y HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident L $ X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 3,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 3,000,000 DED RETENTION$ X Y bgMV2EUL100690 11/8/2016 11/8/2017 $ WORKERS COMPENSATION PER OTH- ANDEMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-FA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER IS ALSO LISTED AS ADDITIONAL INSURED LICENCE#09BS00716 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE BLDG DEPT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE Mariam Ugalde/UGAL ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD I NS025(201401) Date CERTIFICATE OF LIABILITY INSURANCE 3/6/2017 Producer: Plymouth Insurance Agency This Certificate is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727) 938-5562 Insurers Affording Coverage NAIC# insured: South East Personnel Leasing, Inc. &Subsidiaries Insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages The policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement,term or condition of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the terms,exclusions,and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration LTR INSRD Type of Insurance Policy Number Date Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Damage to rented premises(EA Claims Made 11 Occur occurrence) Med Exp Personal Adv Injury General aggregate limit applies per: General Aggregate Policy 11 Project ❑ LOC Products-Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit Any Auto (EA Accident) All Owned Autos Bodily Injury Scheduled Autos (Per Person) Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2017 01/01/2018 x I WC Statu- OTH- Employers'Liability tory Limits ER Any proprietor/partner/executive officer/member E.L.Each Accident $1,000,000 excluded? NO E.L.Disease-Ea Employee $1,000,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A-(Excellent). AMB# 12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by EndorsemenUSpecial Provisions: Client ID: 91-68-694 Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to the following"Client Company': Impact Glass Services LLC Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:FL. Coverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: LICENCE#09BS00716 ISSUE 03-06-17(RK) Begin Date 11/25/2015 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BLDG DEPT Should any of the above described policies be cancelled before the expiration date thereof,the issuing 10050 NE 2ND insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to MIAMI SHORES,AVEE 33138 do so shall impose no obligation or liability of any kind upon the insurer,its agents or representatives. Local Business Tax Fbcei pt M uni ci pal Contractor's Tax ibcei pt Miami..Dade County, State of FloridaLB:T Miami-Dade County,State of Florida -THIS IS NOTA BILL DO NOT PAY -THIS IS NOT A BILL-00 NOT PAY m C 652609D OCNO 09BM0716 BUSINESS NAM EILOCATION RECEIPT NO EXPIRES BUSINESS NAM E/LOCATION RECEIPT NO, EXPIRES IMPACT GLASS SERVICES LLC RENEWAL SEPTEMBER 30, 2017 IMPACTG ASS�TJCESLLC DOING BUSINESS INDADE 6796461 DOINGBUSNESSINDADE SEPTEMBER 30, 2017 Must be tliaplayed at place of business 7504153 Pursuant to County Code Chapter 6A-Art.B&10 Pursuant to County Code Sec 10-2d SEC.TYPE OF BUSINESS PAYMENT RECEIVER PAYMENT RECEIVED O'JJNEFt OWNER TYPE OF BUSINESS IMPACT GLASS SERVICES LLC 196 SPECIALTY BUILDING BY TAX COLLECTOR IMPACT GLASS SERVICES LLC SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR C/O YUSSEF SAIEH VELEZ CONTRACTOR 62.50 02/27/2017 GO YLISSE SNEH VELEZ QUAL1FiER 175,00 02127/2017 Of IAI IPIPR Worker(s) 1 D9bs00716 0225-17-001728 0225.17-001729 This Local Business Tau l7acei pt Orly con"frrs payment of the Local Business Tax.The fmcelpt is not a license. permit,or a cent"oaflort of the hol der's quid"cations,to do busi tress.Holder mit conply with any ga„errrrantal or nongovernrnenfal regulatory laws and requi rentents wMch apply to the business. Th a recei pt is rot valid in the following Munim pal ities,AVsP ura,Oral I"aleah,Kay Biscayne, The REoEPT NO above must be displayed on all cormtarcial Vehicles-Miam-Dade 67de Sec Ba-276, Miarri Gardens,many Lakes,Paimetto Bay,Pi nscrest,Sunny Islas Beach,Town ofO ti er Bay. nth onor For nrxa it fan atlon,N sit X tl FY,BY3nl lade>goyltaE cdLtxiaT ® CrvTwID For nn a Infa m®t on:vi sit niamdyde go tta cg) g t.�b r ;Jsi4 TU4>.gERUCENSECf rSi '42.96G-75•: - _LanY 9rLc$A,145 3'11REE' Mom.PL S"n 006 0'23-tBTr , M Vii; �f xYe�t'"- r 2c i JOB NAME/ADDRESS: BRANDT RESIDENCE 241 NW 91ST STREET MIAMI SHORES,FL 33150 DESIGN CRITERIA FLORIDA BUILDING CODE 2014 r D ► ' WIND CODE: ASCE 7-10 27 /►, , MEAN ROOF HEIGHT: 15.00 (� d1' . ZteCt EXPOSURE: C UC#Ar BUILDING RISK CATEGORY 11 stixan stones@beIIsouth.net CONSTANT: 0.00256 Sir GCPI : 0.18 101m i151.57- ril WIND VELOCITY(V): 175 (Kd): 0.85 EXPOSURE ADJUSTMENT(Kz): 0.849 (Kzt): 1 J FLAT ROOF: NjA Q= 0.00256(Kz)(Kzt)(Kd)(V)A2= 56.58 p.s.f. W=Q(GCP+or-GCPI) P= 0.6 W .......... (ASD) P= W ............... (LRFD) r CALCULATIONS PROCEDURE EXAMPLE,USING MARK (A) W(+)= ..............56.58 p.s.f. (1.0000000+ 0.18 )= +66.76 p.s.f. ..........P(+)= 0.6(+66.76 p.s.f. ) _ +40.06 p.s.f. W(-)= ..............56.58 p.s.f. (-1.1000000- 0.18 )_ -72.42 p.s.f. ...........P(-)= 0.6(-72.42 p.s.f. -43.45•p s.i. .... . .. .. ...... WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ff.= 107.43 •••; MARK DESCRIPTION WIDTH HEIGHT TRIG. POS.PRESSURE NEG.PRESSURE ZONE N.O.4•• • Gcp••• •• Gcp• • AREA P.S.F. P.S.F. ••• (+) •• • (.) ••• • • A CASEMENT IMP. 27.500 51.625 9.86 40.06 -43.45 INT (4) 15-051Q•lO• 1•1.000000" •-1.100000" • 8 CASEMENT IMP. 27.750 51.625 9.95 40.06 -53.64 END (5) 15-051421,190 1.000000" •-1.4000OW ;• C SINGLE-HUNG IMP, 37.000 51.625 6.63 40.06 -53.64 END (5) 15-051:015: • 1 -1.4 • D SINGLE-HUNG IMP. 37.250 60.000 7.76 40.06 -53.64 END (5) 15-0512.10 • 1 ;•• ;. -IA••• •• E SINGLE-HUNG IMP. 19.250 39.000 2.61 40.06 -43.45 INT (4) 15-051 .10• . 1 • -1.1 ••• bee • F SINGLE-HUNG IMP. 37.250 38.625 5.00 40.06 -53.64 END (5) 15-0512.16 • 1 • • -1.4 G SINGLE-HUNG IMP. 38.000 40.000 5.28 40.06 -43.45 1 INT (4) 15-0512.10 1 -1.1 7Cr MAR S "7 • i MIAMI- MIAMI-DADE COUNTY Rome.. 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 NOTICE OF ACCEPTANCE (NOA) www.mNmidade.Qov/economy CGI Windows and Doors, ne. 10100 NW 25 Street 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 Flcjtdx fLuilding Code includingthe he High Velocity Hurricane Zone. . . .... ...... `DESCRIPTION: Series"238"Outswing Aluminum Casement Window-L.rq 00 •�; .•..;. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Onts6ing 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 JtMdd 04/105*,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing Nd'Miami-Va a Counq. Product Control Revision stamp with the Notice of Acceptance number and exp ira*AM;date by lh�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 LanW or log`oi oityJ stat J•••• model/series, and following statement: "Miami-Dade County Product Control Approved", unless bjterwise 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. ,.DVER9PfS.EATENT--Tnt-1, ��mbe"reeeded-by--the-words-A iam-i Bade-Eeunty,�erida,aed 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 . istributors and-shall_be_av_ailable for inspection at the job site at the request of the Building Official. his NOA revises NOA#14-0506.Ond consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, as wellas approval`document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0512.19 CMIAMII-�DADE cvu1VTY Expiration Date: October 26,2018 1 l� Approval Date: September 17,2015 q f -rage 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. 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. •900 CTLA-3056 WA,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. ...... .... . . 2. : ejg t 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 • •. ."Albrig with marked-up drawings and installation diagram of a series 7400 PVC project .. ••�4jt window,to qualify DuPont`Butacite"PVB interlayer, Duraseal®and Super •••••. '.'..' '..Spacer®insulating glass spacer, prepared by Certified Test Laboratories,Test Report • ;•;?+ki CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. •• .:...: 3. Tett 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 e Missile Lmpaet Test per FBG,TAS 201-9 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-3009W.B,'dated 03/24/14, signed and sealed by Ramesh,C. 1,P.E. (Submitted under previous NOA #14-0506.01) Manuel Pe z, .E. Product Control xa iner NOA No.15- 12.19 Expiration Date: October 26,2018 Approval Date: September.l7,2015 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 I 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 NDA #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.easement window, prepared by Hurricane Testing Lab., Inc., Test Rypo;t% No.6m6n 008(-•••;• 0301-07 for specimen A and B, and HTL-0080-0905-07 for sp't i en B a�dct dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J.Abrf11*m,�.E. (Submitted under NOA #08-1010.02) :90009 6666 6666 7. Test reports on: 1)-Large Missile Impact Test per FBC,TAS 261-940 ••• 00:0 2)Cyclic Wind Pressure Loading per FBC,TAS=-94 6 00 6'. ""' ....0. along with marked-up drawings and installation diagram of an aluminum outsyvmg Min, casement window,prepared by Hurricane Engineering&Testi:.g,Int., Test R orfs 600069 No.HETI-08-2143,HETI-08-2144,HETI-08-4287 and HETJ-07.4298, 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font,•P.P •6 0. : 6 (Submitted tinder 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 i nder JVnA�s f! Manuel ere Product Control Ex rpt er NOA No. 15-0512.19 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) 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 Al-Farooq Corporation, signed and sealed by Javad •••• Ahmad, P.E. •.(Sdbmitted finder previous NOA #14-0506.01) •;; ;• 2. • Glazing complies with ASTM E1300-09 • •• D.•••• QUAI.16TY ASSURANCE •;•• •••• 1. •-Aami-Dade Department of Regulatory and Economic Resources(RER) Ve:00 •. E� MATF�L CERTIFICATIONS •:•••• •• 1. : 'Ncice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their �; •••"SgntryGlas®(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 05191116 Manuel Pere ,P. . Product Control Ex min r NQA 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 5".Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA #14-0506.01) 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. RTL-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. 10 0• (Submitted under NOA #08-1010.02) . . *00000 0000 0000.. 5. Laboratory compliance letters for Test Reports No. HTL-0080-X303'-96 and : '• HTL=0080-1107-98, issued by Hurricane Test Laboratory, Inc:0.4 103/06%9,6 and .0 0*0 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. :00 00' (Submitted under NOA #96-0417.03 and 014002.03) •••• •0.0 •0.0 6. Laboratory compliance letters for*Test Reports No. FTL-1003W WL-1041,issued 00 00' by Fenestration Testing Laboratory, Inc., dated 10/14/94 both jj��and sj,;1VZl by Yamil Kuri,P.E. 0 0010.. 7. (Submitted under NOA #96-04103) 0 0 . . 0000.. 7. Test Proposal for the qualification of Butacite®PVB glass intei'ldyef by Kt►1k. ' America, Inc., as well as Duraseal®and Super Spacer®Standard warm-edge 0 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 exViiing on 10/26/1 8_ I -Ma-nuelVerez/15.4. i Product Control Ex *r NOA No. 15-05T2.19 Expiration Date: October 26,2018 Approval Date: September 17,2015 I E-4 . .. .. . . .. .. . . . . . . . . . . ... . . . . ... . . WINDOW WIDTH I FLANGE FRAME ••• • • • ••• • VENT WIDTH o • •• • • • • • • • WW-2' i • • • • • • • • • • 00 1 • • • • • • • • • D.L. OPG. Z ' WW-7* 6"MAX. 2 �p • 90* • • • • A I_ HEAD/SILL' 7 CORNERSLu rlm ••• •••• •• • • • •• �I 2 • • • • • LO�-•y S• i I I�/ Q� ;p�� Q'O u p � � • • •• • • 11 C POINTS C =__¢_=j�H o� O ai 3 •• ••• • • • • • •• N II i V C j. p C SNUBBER W a I _ _s/YI=_ =t-= Q = 1� C� 0 L4.1 AT IMPACT WINDOWS ONLY 7F5; I _ 0:N t O r x l 0 1 Ott t II 8 �ZIynLL p I z ====a-----= t=:; SURFACE APPLIED t ZtNy 1 \TI --- FALSE HUNTINS Q W ei d __________ yy II OPTIONAL II\ I II II O FOR GLASS TYPES, 4� bI \ $ REFER TO x R SHEETS 3 AND 4. O ri 1 3 B _ 1124-MA%.TYP. O w 7 2 O.L.OPG. D.L.OPG. 2 1�2' AT HEAD/SILL 0 o 1' VENT WIDTH VENT WIDTH 1' e114� 153 SV) N 0 WINDOW WIDTH I WINDOW WIDTH (FLANGE FRAME) =0 3 to M n EXTERIOR . i O n MULTI POINT LOCK 0 3 N 98 gY 'INTERLOCK' Z z o 9A MAXIM'Til..-MULTI POINT LOCK ALT, TO CAM LOCKS N' 3 ro 0 ALT. CAM LOCKS d I Q I MA%.WOW. LOCK MAK.WOW. LOCH V F I � HEIGHT POINTS HEIGHT POINTS 0 i = L I 42' 2 38' 2 ~z I 11 1 56' 3 I. I 6 84' 4 74' 4 0 3 84' 5 o O N g u B 8 L�lULJ w$ "�a ESE-lIANDOWS-ARE-RATFB-FOR4ARGE &SMA66-MIWLE-4 . INSTRUCTIONSI�SHUTTERS ARE NOT REQUIRED. n : USE CHARTS AS FOLLOWS. 1 (H®RRl�CANONE 14IE5: FOR MULLION/MULTIPLE UNITS, REFER TO > E g STEP 7 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED HIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N.O.A. ON WIND VELOCITY. BLDG. HEIGHT,WIND ZONE EQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY USING APPLICABLE ASCE 7 STANDARD. ](HVHZ) w STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER U9r JAVAD CN IµMAD PRODUCT'ItLVISED s CAPACITY OF DESIRED CUSS SIZE/TYPE. LOADS TO THE STRUCTURE. FIA.PE 70592 av t—plying with the Flaidc _ C.A.N. 538 Dtuldin6 Cale , STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Amplvtallo WITH DESIGN ON MORE THAN DESIGN LOAD SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. B 'ratio I Dale # IN STEP 1 ABOVE. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 4 ZO�5 D STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON NOT PART OF THIS APPROVAL. n1 n xk Yrodu�I Ca+ drawing no. SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. W98-1 010 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 T Of ]� WINDOW WIDTH O v ' o 0 VENT WIDTH j ww-1 1/2' Z 3 GENERAL WINDOW SECTIONS O.L. OPG. Q W EQUAL FRAMEww-s I/2 6'MAX.NP. S u A CORNERS O v 1A =4to 0 aWQq ��II 0o o a 2 y/ It O a� 0 0t. �� / ii Q'i F I I a 3 Q CAM LOCKS d 6^ a� �r==i 16 B 2 LOCK POINTS x O II �� ,j C7 m W 3 p i ALL SIZES $ = J= \ �j '// It Q w f S I z 3 0© 3 =L==al--__-7F=== SURFACE APPLIED SNUBBER N I 3 \TI I FALSE MUNTINS AT IMPACT WINDOWS ONLY I II OPTIONAL g ti I � ---------- 0 I e �. 0 LLI rWIDTH 24" MAX.TP. V1 AT HEAD/SILL li2 C'4TYPICAL ELEVATION V)(EQUAL LEG FRAME) OM n 1AFOR GLASS TYPES, Z z� 7 REFER TO D.L.OPG. 2 1/2' 3 0 EO t2 3/4' SHEETS 3 AND 4. vENr vnDTH 3/a w O C 5 WINDOW WIDTH WINDOW WIDTH EXTERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK 9A BY 'TRUTH' 99 BY INTERLOCK• ALT.TO CAM LOCKS ALT.TO CAM LOCKS y MAX.WDW. LOCK n74' LOCK 0 4 HEIGHT POINTS POINTS 3 a y 1 42• 2 2 $w u a I 63' 3 3 dg + gg o I 84' 4 4 I d I I t 1 • • •• • `S2 y 04='o3E gr5 t 6 11 I •• • • • c = 3 •• ••• •• • • • •• 1N�11JO 2 • ••• •• • • Engr.JAVAD AHMAD CML PRODUCT REVISED RA PE 70592 m eomplpug with Ne Florida • • CAN. 538 ADoddittde • cp �. No 15.0514•iq 8 • • • • • • • e P.iration Date X10 J8 t • •• • • • • • • • By drawing IA ••• no. • • • ••• • A Miant' ade Product Cartrol W98-100 sheet'1.1oi 7 • • • • • • • • • • • •• •• • • •• •• . .. .. . . .. .. . . . . . . . . . . 2 5/e' 1--2.075 1.757-- L5 2b25 .768 �M�ljl o r- 5 •• •• 8••• • •• • olo • • • • • t "0 00 1,307 .090 TYP. Z rn • • • •, • • • L875 Q �F. • z 2,623 • ••• • N • t • F W 720 f n a N 2.215 2.465 1.438 .080 TYP. C •• ••• •• • •• d • • • w • 1222 O 13 O5 . . •: O• Qa COAR R KEY OGO THICK STAGiEL••• .OK FLANGE FRAME OVENT (5/16" LAM. CLASS) c'O )^-2.075 1.757 O 6 Q C g .768 .098 TYP. 1.057 1,675j.em .720 Q w.i E 2.465 2.715 O VENT CORNER l.a3e .oso TVP. 1,624 j J U n I z_ 2© VENT (INSUL. LAM. GLASS) N 1A EQUAL LEG FRAME n ALL FRAME AND VENT CORNERS TO BE ID a ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1757 O W SEALED WITH GE SILPRUF OR EQUIV. 1 C01-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUN. V~i 1A OGI-397 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. .090 TYP. Od == 2 CGI-378_ 4 VENT(5/16'LAM.GLASS) 6063-TB INDALEX OR EQUIV.. �� (�j 2B CGI-381 4 VENT(INSUL LAM.CLASS) 6063-T8 INDALEX OR"EQUIV. O M h 5 2C CCI-785 4 VENT(7/18'UM.CL195) 8063-T6 INDALEX OR EQUN. 1438 Z Z N 3 CCI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUN. I _ 3A CCI-398 4 SQUARE CUN. I GLAZING BEAD 8063-T5 INDALEX OR EQUi 3 O 4 - 4 .060 THICK CORNER KEY ALUMINUM - 1347 4 5 - 8 .080 THICK CORNER KEY ST.STEEL - rn C.7.-: 6 AP-425 AS REOD. FRAME WEATHERSTRIPPING SCHLEGEL APTUS 2C VENT (7/16' LAM. GLASS) 7 0250-K-190 AS READ. VENT WEATHERSTRIPPING SCHLEGEL O-LON 8 35-10-00-101 2/VENT 4 BAR HINGE,AT TOP AND BOTTOM STEEL TRUTH,ATTACHED W/(6)/8 X 3/e"SS SMS '754 r 9 24-13-00-202 2/VENT FACE MOUNT LOCK STEEL TRUTH,ATTACHED W/(2)/e X 3/8'SMS In Y 9A - I/VENT MULTI POINT LOCK _ TRUTH .303 c i 3i X 9B - I/VENT MULTI POINT LOCK - INTERLOCK 1 �0 S o n Z O 10 - 2/VENT .110 THICK LOCK KEEPER,AT FRAME JAMB FACING LOCK STEEL CCI,ATTACHED W/(2)/10 X 3/8'S5 SMS L z� 11A - 1 OPERATOR(OPTIONAL) STEEL TRUTH,ATTACHED W/(2)is X 3/8'SS SMS 617 11 - 1 OPERATOR(OPTIONAL) STEEL INTERLOCK O CGI-375: OGEE GLAZING STOP y$o $$ 12 30175 1 OPERATOR TRACK STEE 13 - HED W4(2)IS X 34S7 SMS 2/CORNER FRAME AND VENT ASSEMBLY SCREWS - ,l10 X 1-1/4'SS SMS 13 .80� I N C Q CGI-396: SQUARE GLAZING STOP Engr.JAVAO AHMAD I _o FLA.PEMIIL 70592 PRODUCTRBVISED I `; CAN.35 9 cnnlpitin6 with Lhe FIor1M a, Building Cnde }` AcceplMlce No 15-051 ,l9 $ b � y 2015 ��irolion TAIe �g FRAME CORNER By drawingno. Miam' ark Product cu W98-100 sheet 2 of 7 , 1/8"ANN.GLASS 3/16"ANN. GLASS 3/16'HEAT STREN'0 GLASS .075'Soflex CP With PET Care .075"Soflex CP With PET Core m By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 1 .090"Soflex Clear And Color Glass .090"Soflex Clear And Color Gloss .090"Saflax Clear And Color Glass °o r By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By'Eastman Chemical Co.' • m INTERLAYERS-{ INTERLAYERS INTERLAYERS Q L .090 Butocite PVB .090'SentryGlas .090"SentryGlos F Z a By'Kuraray Americo, Inc.' By 'Kuraray America, Inc.' By'Kuraray America. Inc.' a f N { .090" Butocite PVB a .090" Bulocite PVB ar a c o By 'Kuraray America, Inc.' Z By'Kuraray America, Inc.' G-1 0 1/8"ANN. GLASS m a XX 3/16"ANN. GLASS I 3/16" HEAT STREN'D GLASS III a LL SILICONE II 9 'i G t r GE-1200 �! ;i SILICONE ij ;I SILICONE ,j ,j (�C .� DOW 995 j I GE-1200 Ij II GE-1200 I I Ta ➢OW 899 DOW 995 DOW 995 - M I! II DOW 899 DOW 099 I I C D.Q QO . SQUARE BEAD 0 t-oo - ccygq OPTIONAL T+� Q; O N ALL GLASS TYPES 5 30 NOMIN L 7/16" NOMINAL 7/16" NOMINAL z N IS GLASS TYPE '2' a GLASS TYPE '3' GLASS TYPE '6' Q PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO 5HU1rTEILS REOURM NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED REM TO SHEETS a THM7 7 ESR 1 MMLAMN DETMLS REFER TO SHEETS 5 THRU 7 FOR IISTALIA➢ON OETAAS REFER TO SHE 5 THRU 7 FOR INSTAUATION DETAILS Z N WINDOW DOLS. `CLASS-TM-2-k GLASS TYPE'3' GLASS TYPE'6' WINDOW DIMS. GLASS TYPE'2' CLASS TYPE'3" CLASS TYPE'6' WINDOW DIMS. GLASS TYPE'2' GLASS TYPE'3' CLASS TYPE'6' WIDTH HEIGHT EM.(+) INT. (-);Exr.(+) 1M.(-) EXT.(+) 1NT. (-) WIDTH HEIGHT EXT,(+) INIT.(-) EXT.(+) INT.(-) EXT.(+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT.(+) INT.(-) EXr.(+) INT.(-) 3 0 1 20' 110.0 194.3 110.0 195.0 110.0 195.0 20" 98.8 112.6 110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 3 24' 110.0 161.9 110.0 195.0 110.0 195.0 24' B5.8 95.4 110.0 195.0 110.0 120.0 26-1/2" 26" 110.0 195.0 110.0 195.0 110.0 195.0 (n N Of 28' 110.0 138.8 110.0 195.0 110.0 195.0 28" 76.7 83.3 110.0 120.0 110.0 120.0 37' 110.0 145.4 110.0 195.0 110.0 195.0 � 0 30" 36, 110.0 129.5 110.0 195.0 100.0 195.0 30' 60• 73.2 77.7 110.0 120.0 110.0 120.0 42" 110.0 128.1 110.0 195.0 110.0 195.0 0 H J2• 110.0 121.4 110.0 195.0 110.0 195.0 32' 70.2 72.8 110.0 120.0 110.0 120.0 19-1/e' 110.0 190.6 110.0 195.0 110.0 195.0 gz 36' 107.9 107.9 110.0 195.0 110.0 195.0 36' 64,8 64.8 110.0 120.0 110.0 120.0 26-1/2' 38-3/8' 110.0 137.5 110.0 195.0 110.0 195.0 �+ H N o 40' 97.1 97.1 110.0 195.0 110.0 120.0 40" - - 60.0 60.0 60.0 60.0 37" 98.5 98.5 110.0 194.5 110.0 120.0 p V)N » 42' 92.5 92.5 110.0 120.0 60.0 60.0 42' - - 60.0 50.0 60.0 60.0 42' 86.8 86.8 110.0 120.0 110.0 120.0 0 N M n 20' 110.0 166.5 110.0 195.0 110.0 195.0 20' 88.7 86.7 110.0 195.0 110.0 195.0 19-1/6" 110.0 144.5 110.0 195.0 110.0 195.0 O 3 h 24' 110.0 138.8 110.0 195.0 110.0 195.0 24" 73.4 73.4 110.0 120.0 110.0 120.0 26-1/2' 99.7 104.3 110.0 195.0 110.0 195.0 n Z Z 50-s/8" N 3 0 ,n 28' 110.0 118.9 110.0 195.0 110.0 195.0 28' 64.2 64.2 110.0 120.0 110.0 120.0 37" 74.7 74.7 110.0 120.0 110.0 120.0 O 30" 110.0 111.0 110.0 195.0 110.0 195.0 30' 66" 60.6 60.6 110.0 120.0 110.0 120.0 42' 65.8 65.8 110.0 120.0 lio.0 120.0 g C1 Q J 42' N 0 32" 104.1 104A 110.0 195.0 110.0 120.0 32" 57.5 57.5 110.0 120.0 110.0 120.0 19-1/8' 98.7 104.2 110.0 195.0 110.0 195.0 36" 92.5 92.5 110.0 120.0 110.0 120.0 36" - - 60.0 60.0 60.0 60.0 26-1/2" 63" 74.9 77.9 110.0 120.0 110.0 120.0 40" 83.3 83.3 110.0 120.0 110.0 120.0 40" - - 60.0 60.0 60.0 60.0 37" 60.0 60.0 110.0 120.0 110.0 120.0 42" 79.3 79.3 110.0 120.0 80.0 60.0 20' 66.4 _66.4 110.0 195.0 110.0 120.0 42" - - 60.0 60.0 60.0 60.0 20' 110.0 145.7 110.0 195.0 110.0 195.0 24" SeA 56.1 110.0 120.0 110.0 120.0 19-1/8' 63.0 63.0 110.0 195.0 110.0 120.0 24" 110.0 121.4 110.0 195.0 110.0 195.0 28" 48.9 48.9 110.0 120.0 110.0 120.0 26-1/2' 74-1/4' 46.8 46.6 110.0 120.0 110.0 120.0 0 Q 72" c 25' 103.8 104.1 110.0 195.0 110.0 120.0 30' 46.0 46.0 110.0 120.0 110.0 120.0 37" - - 59.8 59.8 30' 48, 97.1 97.1 110.0 195.0 110.0 1200. 32' 43.6 43.6 110.0 120.0 110.0 120.0 37' 77" - - 56.3 56.3 56.3 56.3 �K* c Q 6 f5 32" 91.1 91.1 110.0 120.0 110.0 120.0 36" - - 60.0 60.0 60.0 60.0 n�W J6' 80.9 80.9 110.0 120.0 110.0 120.0 32" - - 60.0 60.0 60.0 60.0 * LIMIT MAX. LOADS TO 171.0 PSF O a E 4 76" WHEN MULTI POINT LOCH BY'INETRLOCK' 9B 40 - - 42' 69.4 69.4 110.0 120.0 60.0 60.0 20" 52.0 52.0 110.0 120.0 110.0 120.0 w,,,,., 20' 110.0 129.5 110.0 195.0 110.0 195.0 24' 43.8• 4*0 1y1.0• 1200 ♦10.• 1.OIO *k SIZE 37'X 77"APPLICABLE TO FLANGE FRAMES ONLY c c' SEE SHEET 1 Naaomh o 24' 98.0 107.9 110.0 195.0 110.0 195.0 28' 78' 38R 38.1 1(87.0• *l0.fr X10. 120.0 •S o S' 3 28' 88.2 92.5 110.0 120.0 110.0 120.0 W. - - 1 0• WO-% 4560• 40.0 `84:4"-863_.. 110.0 120.0 110.0 120.0 32" A.0• 10.0• ftO.S 60% 54' 32" 80.9 80.9 110.0 120.0 110.0 120.0 20' 41, 4.5 110. 120.0 10.0 120.0 m 36' 71.9 71.9 110.0 120.0 110.0 120.0 24' 34.9 34.9 110.0 120.0 110.0 120.0 Engr:JAVAD AHMAD 1 1 40' 64.8 64.8 110.0 120.0 110.0 120.0 28' 84" - - 110.0 120.0 54.5 54.5 CML PRODUCT REVISED q FIA PE/70592 as complying with 91e Florida CA J538 42' 61,7 61.7 110.0 120.0 60.0 60.0 30' -• •• 51.• 51� 51.2 • 51,2• 13nilding Code t�„"OJr)Z"Iq 9 3! 32' - - .3 8.3 48. 48 Ar .0,No v° t NOTE: Oxpirelio I DDte J8 " • • • • • • • • • • o GLASS CAPACITIES ON THIS SHEET ARE NOTE: • •• • • • • • • • BY drawing no. 0 LOAD/AREA 1-11 S • • • 000 • Mian Dade Product n BASED ON ASTM E1300-09 (3 SEC. GUSTS) N19$-1�Q AND FLORIDABUILDING COMMISSION FOR +110.0, -120.0 PSF = 16.34 SQ. FT. DECLARATORY STATEMENT DCA05-DEC-219 +110.0, -195.0 PSF = 10.00 SQ. Fr. sheet Sof 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • •• •• . .. .. . . .. .. . . . . . : . . . . ... . . . . .•. . . 1/8'TEMP. GLASS 1/8"TEMP. GLASS (�.0 v AIR SPACE : • fit SPACE •• •• ;•• ••• llr o 1/8'ANN.GLASS • • 1/� T�LIe.GLr:S • �Y m .075"SaBex CP With PET Core • • • • .e75` flax lAth PET Core 'Z 3 'i trwn er�lcal Co.' Q By'Eastman Chemical Co.' • • • • • BY F z .090"Saflex Clear And Color Class • • • .090" *flex Clqpr And Color Glass INTERLAYERS By'Eastman Chemical Co' INTERLAYERS By'Eastman Chemical Co.' Q f n ti d (d .090"SentryGlas .090"SenlryClos0 0 p By Kuraray America, Inc' B••y. 'Kuroray Americo, Inc.' Q w X .090'Bulacite PV13 ••• • ••: • ,M90�Bu��lq PVB Q LL By•Kuraray Americo, Inch • • • • • �jj.•�lurara�AMerica, Inc.' SQUARE BEAD 1/8"ANN. GLASS • f:':MP.CUES: : ALL GLASS OPTIONAL V 0m SILICONE • Wica; • •• C'¢w m GE-1200 GE 1200 Q 6 Q D DOW 995 DOW 995 Q 1` I. DOW 899 DOW 099 Qr •p N XL EDGE SPACER XL EOGE SPACER ST. STEEL BY 'CARDINAL' SETTING BLOCKS 5T. STEEL BY'CARDINAL' - SETTING BLOCKS ?b- raT OR 2/LITE OR 2/LITE J l7 cL'V1 J DURASEAL BY'QUANEX' EPDM DURASFAL BY 'QUANEX' EPDM Q W OR DUROMETER 85±5 OR DUROMETER 85±5 SUPER SPACER BY'QUANEX' 3/4" INSULATED SUPER SPACER BY'QUANEX' 3/4" INSULATED O GLASS TYPE '2A' GLASS TYPE '3A' - m J Z v PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED NO SHUTTERS REWIRED NO SMRTENS REWIRED. w lr n REFE0.TO SHE 5 THRU 7 FOR INSW.ATIDN DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS 0 W ... WINDOW DIMS. GLASS TYPE'2A' CLASS TYPE'3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE'3A' WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3A' O O WIDTH HEIGHT EXT.(+) 1M. (-) EXT. (+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1Ni.(-) WIDTH HEIGHT EXT. (+) TNT.(-) EXT.(+) 1M. 20" 110.0 194.3 110.0 195.0 20" 98.8 112.6 110.0 195.0 19-1/8' 110.0 195.0 110.0 195.0 F N 10 24" 110.0 161.9 110.0 195.0 24' 85.8 95.4 110.0 120.0 26-1/2' 26" 110.0 203.0 110.0 195.0 10 28' 110.0 138.8 110.0 195.0 28" 76.7 83.3 110.0 120.0 J7" 110.0 145.4 110.0 195.0 00 3 n 30" 110.0 129.5 110.0 195.0 30' 73.2 77.7 110.0 120.0 42" 110.0 128.1 110.0 195.0 Z Z J N 36" 32' 110.0 121.4 110.0 195.0 J2' Tic). 70.2 72.8 110.0 120.0 19-1/8" 110.0 190.5 110.0 195.0 4 3o-M 36' 107.9 107.9 110.0 195.0 36" 64.8 64.8 110.0 120.0 26-1/2" 110.0 137.5 110.0 195.0 w 0] 38-J/8' Q 40' 97.1 97.1 110.0 120.0 40' 60.0 B0.0 - - 37 98.5 98.5 110.0 120.0 V OL 42' 92.5 92.5 110.0 120.0 42' 60.0 60.0 - - 42' 86.8 86.8 110.0 120.0 20' 110.0 166.5 110.0 195.0 20' 86.7 86.7 110.0 169.0 19-1/8" 110.0 144.5 110.0 195.0 O 24" 110.0 138.8 110.0 195.0 24" 73.4 73.4 110.0 120.0 26-1/2' 99.7 104.3 110.0 195.0 28' 110.0 118.9 110.0 195.0 28' 64.2 64.2 110.0 120.0 37' 50-5/6' 74.7 74.7 110.0 120.0 y �" 3D' 42" ITOO 111.0 110.0 195.0 30" 66" 60.6 60.6 110.0 118.2 42' 65.8 65.8 110.0 120.0 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 -S 38" 92.5 92.5 110.0 120.0 36" 60.0 60.0 - - 26-1/2" 63, 74.9 77.9 110.0 120.0 o a z f5 S '1 40" BJ.J 83.3 110.0 120.0 40' 60.0 60.0 - - 37" 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 - - G vg��a 20' 110.0 145.7 110.0 195.0 24" 56.1 56.1 109.3 108.3 19-1/B' 63.0 63.0 110.0 120.0 24' 110.0 721.4 110.0 195.0 28' 72, 48.9 48.9 95.3 95.3 26-1 2 4-1 4 46.6 6. 9U 9 28' 104.1 104.1 110.0 120.0 30" 46.0 46.0 89.8 89.6 37' 59.8 59.6 - - NOTE: i,i "'^'^" c v� -��Q 30' 16 97.1 97.1 110.0 120.0 32' 43.6 43.6 65.0 85.0 37' 77' 56.3 56.3 - - GLASS CAPACITIES ON THIS SHEET ARE o N a 32' 4B' 91.1 91.1 110.0 120.0 36' 60.0 60.0 - - BASED ON AS E1300-09 (3 SEC. GUSTS) 's '- S 3 36' 80.9 80.9 110.0 120.0 32' 60.0 60.0 - - # UMI MAX.LOADS TO 171.0 PSF AND FLORIDA BUILDING COMMISSION 76" WHEN MULTI POINT LOCK BY'INETRLOCK' 98 DECLARATORY STATEMENT DCA05-DEC-219 40' 72.8 72.8 110.0 120.0 36' 60.0 60.0 - - IS USED 42' 69.4 69.4 110.0 120.0 20' 52.0 52.0 101.3 101.3 �' •� 20' 110.0 III 110.0 195.0 24' 43.8 43.8 85.4 85.4 tk#SIZE 37'X 77"APPLICABLE TO FLANGE FRAMES ONLY Engr:JAVAD AHMAD 78' SEE SHEET 1 CML PRODUCT REVISED i 24" 98.0 110.0 195.0 28' 38.1 38.1 74.3 74.3 FLA.PE/70592 ILy amply;ug with the F•lorhlu _ 28' 92.5 110.0 120.0 32' 60.0 60.0 - - CAN.3538 Building Code - 'e Accepteuce No«'D6l2.lq 30' 54' 84,4 110.0 120.0 20' 41.5 41.5 80.8 80.8 'ration Dole 32" 80.9 110.0 120.0 24' 34.9 34.9 68.0 68.0 36' 71.9 110.0 120.0 28' 84" 54.5 54.5 - - NOTE: 20♦:� BY drawing no. LOAD AREA LIMITS tiL D4da Pr°aKl r� .1 40' 64.8110.0 120.0 JO' 51.2 51.2 - - / W"8-1042" 81.7 . 110.0 120.0 32' 48.3 46.3 - _ FOR +110.0, -120.0 PSF = 16.34 SO. FT. +110.0, -195.0 PSF = 10.00 S0. FT. sheet 4 o 7 INSTALL&MN CONDITIONS F"NGE FRAME (APPLIES TO ALL. F.QUR SIDES) 1 �v rola�LQ1ty.ERF4Hhi/tN4E..Y.nWE5�5EE�5tJ.F�* " / oo_ TYPICAL ANCHORS I SEE ELEV. FOR SPACING w SEE SHEET 6 FOR DESCRIPTION O m J TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING f. SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION METAL f ti STRUCTURES 6 1/8'THK.MIN. O o o LCiji � U 1 3/8- SEALANT SEALCT O t r C i� �a¢a 2 1/8. 71-1/2MN7"v 1'MIN MIN. 2-1/2" 2-1/2'MIN. a\v=i QIQL Zw;NMuFgG: 6M, INSTALLATION TYPE '1WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED MATEBIAI,:PRESSURE TREATED cv J N TYPICAL INSTALLATION DEL TYPICAL INSTALLATION DETAIL ATTACHMENT TO Z TAIa ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDEVUSING WOOD METAL STRUCTURES V) N o 1/8'MIN. OUjO TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS 4I SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION EE ELEV.FOR SPACING N o ��-�=T -EE SHEET 6 FOR DESCRIPTION IA N n 11 3 n I`�1 3/8, 11 fI O 3 n II II N SEALANT � SEALANT II 11 O d' e I 2 7 v v a c .v MIN. A at at v BUCK INSTALLATION BY OTHERS , v BUCK INSTALLATION BY OTHERS n• I'MIN. t'MIN ATTACHMENT TO 0- I : W APPROVED MULLIONS r Y a �3 INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' Y g ESSURES& TYPICAL INSTALLATION DETAIL I TAL I c m ON ALL FOUR SID USING WOOD • •• y o o o" F, / ON ALL FOUR•SIDE$iUSi"W Od • L o 4 � 8 s • •• • • • • ••• • ALUM CHANNEL •• ••• •• • • • •• m 3/4'X 1'X 3/4'X 1/8' i •� o Engr.JAVAD AHMAD 2-1/2�LONG CML PRODUCTRE•VISED 3 AT ANCHOR LOCATIONS FLA PE/70592 W WI-plying with ftFlwidu n C.A.N.3536 Building Code . • ••• • • • • neceplmlallo f$•05{2,1'i • .s a • • • • • • • • BxirolionDalc /1018 b • • • • • • • • • • WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • •• • • • • • • • M Miran Dade pf drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT, ANCHOR LOCATION ••• WJ$-1 OO THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet Sof 7 • • • • • • • • • • • •• • • • • •• •• ••• • • ••• • • ... . . ... . . .. .. .. . . . . . . . . . . ... . . . . ... . . INSTALLATION CONDITIONS EWUAL LIG FRAME (APPLIES TO ALL FOUR SIDES) �U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 000 m o • •• • • • • • • • TYPICAL ANCHORS ml • • • • • • • • • • SEE ELEV. FOR SPACING gg�� • • • • • • • • SEE SHEET 6 FOR DESCRIPTION z n 3 • • • • • • • • • 0METAL _ • • • • • • z z TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES a 0. n °' SEE SHEETSEEELEV. F6 FOR OR ADESCRIPTION SEE SHEET 8CING SEE ELEV. FOR fOR ADESCRIPTION CINGf/8"THK. MIN. O W O ,� . ... 0 ••• • • •• C baa g a'¢3g a D. .e •.,C I z3._ v \"- 2 1/6 a U44 1.MIN. 1"MIN J Z�tZ7Z fcMcJVVl��-o�JJ O 2-1/2'MIN. 2–f/2"MIN. � N INSTALLATION TYPE "I WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' d µAQ; PRESSURE TREATEDg Z n MaIEf31AL: PRESSURE TREATED N TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDEVUSING WOOD METAL STRUCTURES O ui z �V r_r,/8"MIN. =N o L ~^ q TYPICAL ANCHORS 3 N r!] TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING T–i'-1 I SEE SHEET 6 FOR DESCRIPTION a Q J N SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION I I I I "� Z Z I''N 4SEE 1 3/8- II } O II II II II II 2 7/8' - v a' e'd 2 1/8" 0 i= v d .e a rrr.11l a C .e - - MIN. ATTACHMENT TO BUCK INSTALLATION BY OTHERS a BUCK INSTALLATION BY OTHERS APPROVED MULLIONS Q1 INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' o l"m MATERIAL• PRESSURE TREATED MATERIAL:PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD Eng:JAVAD AHMAD a CML PRODUCT REVISeD q FLA.PE 1 70592 ss camplylag,villi Oro Florida CAN. 538ITuilding Cnde AcccPla�¢e P- 'rallan DWe I$ O drawiD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN ny 9 LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER M+ Duf11--d 0 THEM TO THE BUILDING STRUCTURE. ado15 W9S—� � sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS U c3 REFER TO SHEET 5 FOR OET REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS p LANCHORS W/0 SHEAR CLIP 4 ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CUP ANCHORS WITH SHEAR CUP ANCHORS W/O SHEAR CUP ANCHORS WITH SHEAR CUP WINDOW OIMS. AT 17'O.C. AT 10'O.C. AT 17'O.C. AT 10"O.C. WINDOW DINS. AT 17"O.C. AT JO'O.C. AT 17"O.C. AT 10"O.C. WINDOW DIMS. AT 17" O.C. AT 10"O.C. AT 17'O.C. AT 10"O.C. rn _W1OTH -HEIGHf- .(+)/JHL(c)EKT.(+)/1NT.(-)EKT.(+)/INT.(-)EKT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-)DR.(+)/INT.(-)ETR.(+)/INF.(-)IXT.(+)/INT.(-) WIDTH HEIGHT EKT.(+)TINT.(-)EIIL(+)/INT.(-)EKT.(+)/WT.(-)EXT.(+)/INT.(-) O 20' 185.0 195.0 154.8 195.0 J2' 76" 133.2 195.0 76.4 122.2 19-1/8' 195.0 195.0 149.4 195.0 p 24" 195.0 195.0 129.0 172.0 36' 118.4 189.5 67.9 108.6 26-1/2" 26' 195.0 195.0 107A 161.8 Q F n a 28' 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 37' 195.0 195.0 77.2 115.9 30' 180.0 195.0 103.2 137.8 24' 173.1 195.0 36" 99.2 158.8 19-1/8' 195.0 195.0 151.9 195.0 TTSuI V 32' 168.8 195.0 96.0 129.0 28' 78' 148.4 195.0 85.1 136.1 26-1/2' 38-3/8' 191.2 195.0 109.8 146.1 p 36' 150.0 195.0 86.0 114.7 30' 139.5 195.0 79.4 127.0 37' 136.9 182.6 78.5 104.7 Q�j n 40' 135.0 180.0 77.4 103.2 32' 129.8 195.0 74.4 119.1 19-1/8' 195.0 195.0 153.5 181.9 V p e7 42' 129.6 171.4 73.7 98.3 20' 195.0 195.0 132.7 195.0 26-1/2' 50-5/8' 193.2 195.0 110.8 138.5 0, g 20' 195.0 195.0 132.7 176.9 24• 19510 195.0 110.6 165.9 37' 138.4 173.0 79.3 99.2 O IL IL 4 24' 192.9 195.0 110.8 147.4 26" 84' 185.3 195.0 94,8 142.2 19-1/8' 195.0 195.0 123.3 195.0 O 29' 165.3 195.0 94.8 126.4 32' 754.3 195.0 88.5 132.7 26-1/2' 155.3 195.0 89.0 1558 Q."q A 30' 42" 154..3 195.0 99.5 117.9 37' 63_ . 111.2 1946. 83.8 111.6 {L Z N f ro 32" 144.6 192.9 82.9 110.6 42' 98.0 171.4 56.2 98.3 J OOZ fmV a_ 36' 128.6 171.4 73.7 98.3 19-1/8• 195.0 195.0 130.8 195.0 Q W~f 40' 115.7 154.3 68.3 88.5 26-1/2' 74-1/4' 164.7195.0 94.4 151.1 G_ 42' 110.2 146.9 63.2 94.2 37' 117.9 188.6 67.6 108.1 N 20' 195.0 195.0 154.8 193.5 24' 195.0 195.0 129.0 151.3 Z 28" 192.9 195.0 110.6 138.2 -- h 30' 190.0 195.0 103.2 129.0 V) 32 • 48" 168.8 196.0 96.8 128.9 36' 150.0 187.5 86.0 107.5 O I PICAL .ANCHORSsEE..ELEv.Fox.SR W U t Of_ 40' 135.0 168.8 77.4 95.9I 1/4" DIA. KWIK-CON i1 BY 'HILT['(Fu=163 K51, Fy=157 KSI) z V) 42' 128.6 160.7 73.7 92.11119-11. DIA. 1 T ArON tTV CI rN (Fu-177 KSI,Fy.15S =N o 20' 195.0 195.0 137.6 195.0 N I j D 24' 795.0 105.0 114.7 172.0 -:I: ' N INTO 28Y WOOBUCKS OR WOOD STRUCTURES 3 w � 1'7 j 1-1/2" MIN. PENETRATION INTO WOOD 00 3M a 2a� 171.4 195.0 98.3 147.4 / n -30 54'^ 16010-- 195.0 91.7 137.6 THRU 18Y U C TO . OR MASONRY 32' 150.0 195.0 86.0 129.0 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 30 JB" 133.3 195.0 76.4 114.7 DIRECTLY INTO CONC. OR MASONRY C7 40' 120.0 80.0 se.a 103.2 1-1/4" MIN, EMBED INTO CONC. OR MASONRY --2 42' 114.3 171.4 65.5 99.3 20' 195.D 195.0 123.8 185.8 (14 SMS OR 1 F DRILLING SCREWS (GRADE 2 CRS) 24' 180.0 195.0 103.2 154.8 INTO MIAMI COUNTY APPROVED_MULLIONS_(MIN_TRK_. 90" U 28' 154.3 195.0 99.5 132.7 INTO METAL STRUCTURES 30' 144.0 195.0 82.8 123.8 60' ANCHORS W/O SHEAR CLIP bNCRoxS WITH SHEAR CII STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) c N 32' 135.0 195.0 77.4 116.1 0 � ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) w 36' tzo.o 1eo.0 68.8 103.2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - W `u�Sa 40' 108.0 162.0 81.9 92.9 �� E z 42" 102.9 154.3 59.0 88.5 hiffacr 20' NT79 eONCRETf-id4 24' 195.0 195.0 117.3 164.20=W06d`STR�JCTGRE=iF71 28' 175.3 195.0 100.5 140.7 •• 000 • • • • • •• TOi-METAt-STRUCTURE ir-3/4-MRJ� • • • • • • • • • 1 30' 66' 183.6 195.0 93.9 131.3 • • •• • • • • • CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. 32" 153.4 195.0 88.0 123.1 • •• • • • • ••• • c - • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. _ _1 36' 136.4 190.9 78.2 109.5 •• ••• •• • • • •• 40' 122.7 171.8 70.4 98.5 Engr.JAVAD AHMAD x$x •o 20' 195.0 195.0 129.0 190.6 FLA.F'EML 70582 PRODUCT REVISED N 24' 187.3 1950. 107.5 150.5 CAN. 538 as Conlply'.8 with the Florida 28' 72' 160.7 195.0 92.1 128.0 • ••• • • • • Duilding Code • • • • • • • • • • AcccpIw No 15-05 1 b '8 30' 150.0 195.0 86.6 120.4 •• • ••• • • • •• • • A �1 Expiralioll Da1c 32' 140.6 185.0 80.8 112.9 • •• • • • • • • • ~ v 15 BY drawing 00. 36' 125.0 00 175.0 71,7 1 .3 ••• • • • ••• • Mi-' adr Pruducl Cartrol W98-100 sheet sof 7 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• • • • • •• •• ••• • • ••• • • ... . . ... . . . . . . . . . . . . PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS U OF ALUMINUM RUCK OF ALUMINUM BUCK OF ALUMINUM BUCK �4 U INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS•• • • Rr[ER TO SHF�•T THRy 6 FOR vnNDOW CAPACITIES0 WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. • •• • • ySEJ.OWER AVUCABU5oVAtVES. • • • • • • • • • • WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(►) : • • • • • • 00*• 20' 110.0 195.0 20" 105.8 120.0 19-1/8" 110.0 19 •• • • • • m 24" 110.0 195.0 24' 90.9 120.0 26-1/2' 26, 110.0 195.0 0, 6 28" 110.0 186.5 28" 76, 80.5 110.3 37' 110.0 184.2 O � U 30' 110.0 182.4 30' 76.3 104.7 42' 110.0 152.4 4, �! 36" ••• •• • • • •• d 32" 110.0 179.5 32' 60.0 60.0 19-1/8' 110.0 195. FO. u 36' 110.0 177.3 36" 60.0 60.0 26-1/2' 110.0 172.6• •• • • • • ••• •• G� n 40' 105.8 145.1 20' 102.7 120.0 37' 38-3/8' 110.0 156 • •• • • • • • V, N 42" 97,0 120.0 24' 88.2 120.0 42' 95.7 120.0• ••• • • ••• • • ••• 0 g Q m 20' 110.0 179.5 28" 78' 77.9 120.0 19-1/8' 110.0 195.0 G dl 119 W(Y 24' 110.0 159.6 30" 73.9 101.3 28-1/2' 50-5/8 110.0 154.7 26" 106.9 146.6 32" 60.0 60.0 37' 94.0 120.0 1 I w VI j 30' 42, 103.5 141.9 20' 110.0 120.0 42' 89.8 120.0 y Is 1 I ,�0Z lmryV�_ 32' 100.7 138.1 24' 97.0 120.0 19-1/8' 109.3 149.9 I I a W•i^� 36' 97.0 120.0 28' 84" 85.5 117.3 26-1/2" 63, 84.8 116.2 0 40' 95.2 120.0 30' 60.0 60.0 37" 67.9 93.1 A14 SMS I ^ 42' 95.0 120.0 32' 60.0 60.0 42' 60.0 60.0 J AT 8' FROM ENDS 20" 110.0 195.0 19-1/8" 110.0 154.8 r17"O.C. MAX.AT JAMBS U 24' 110.0 177.3 26-1/2" 74-1/4' 86.4 118.5 24"O.C. MAX.AT HEAD/SILL 3 Z m 9 O AT sols m 28' 110.0 160.9 37' 60.0 60.0 AT 6'FROM ENDS � � 30' 110.0 154.8 19-1/8' 109.9 120.0 17'O.C.MAX. AT JAMBS 48' 24"O.C.MAX.AT HEAD/SILL 32" 109.1 120.0 26-1/2' 76' 84.0 115.2 f 00 LLJ 36' 103.5 120.0 37' 60.0 60.0 v=i I vsi �c N 40' 99.8__120.0 19-1/8' 108.3 120.0 F-N o 42' 95.0 120,0 28-1/2' 77' 82.7 113.4 - c N < V)N 20' 110.0 174.1 37" 60.0 60.0 ? O N A 24' 110.0 152.0 � D3JN 20" 99.8 120.0 30" 95.5 120.0 o- 32' 54' 91.9 120.0 Q,. a• .Q. VAT e• U < 36' 86.2 118.2 • - - ° TYPICAL ANCHORS TYPE 'A' OR '8' TYPICAL ANCHORS TYPE'C' �'40' 82.2 112.7 6'FROM ENDS AND AT 6" FROM ENDS AND O 42' 80.8 110.5 2 1/2'MIN, 17"O.C. MAX. AT JAMBS I 17'O.C. MAX.AT JAMBS 20" 110.0 153.2 EDGE DIST. 17 O.C. MAX. AT HEAD/SILL 24'O.C. MAX.AT HEAD/SILL 1"MIN. YN 24' 97.0 133.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING INSTALLATION TYPE '5' INSTALLATION TYPE 'B' € 28" 86.8 119.0 L 2BY W000 BUCK OR WOOD STRUCTURES o x n< p 30' 82.8 113.5 O' t„ 60' A - �/4" DIA. KWIK-CON II BY 'HILTI'(Fu-163 KSI, Fy=157 KSI) 32" 79.4 108.9 TYPICAL INSTALLATION DETAIL DIRECTLY INTO CONC. OR MASONRY u " g 36" 73.9 101.3 ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM m 40' 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY u-177 KSI,Fy-155 KSI 20" 110.0 171.0 •n n_ r ,n DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 ' - 24' 107.8 120.0 .845 1-1/4' MIN. EMBED INTO CONCRETE -1.065 28' 95.9 120.0 .845 30' 86' 91.3 120.0 2-1/4' MIN. EMBED INTO GROUT FILLED BLOCKS .065 592 32' 87.3 i 19.7 C - #14 SMS (GRADE 2 CRS) 562 �5 _ • 36' 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1- $ o 40' 60.0 60.0 1.436 E,gr.JAYAD AHMAD PRODUCT REVISED 1-1/2" MIN. PENETRATION INTO WOOD CML 4 20' 110.0 154.5 .125 .903 M PE 70592 a3 c-Ply with 91e Florida 24' 97.0 120.0 TYPICAL EDGE DISTANCE CAN. 538 A«<„wlee NO 5_os12.la �nlion Date 't 26' 86.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK OPTIONAL COVER 5 2019 b f 30' 72' 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-T6 M O Z By DadePnducl drOW1O 32' 77.9 106.9 36" 60.0 60,0 C--';O AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. W98-1 OO C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. sheet 7 of 7 M IAM 1•DADE MIAMI-DADE 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 NOTICE OF ACCEPTANCE OA www.miamidadc.gov/economy CGI Windows&Doors 10100 NW 25h Street Miami,FL 33172 COPE: 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 Profyjt.Control Section that this product or material fails to meet the requirements of the applicable building cone...• 000000 This product is approved as described herein, and has been designed to comply with the Florida $wilding .• Code,includin the he High Velocity Hurricane Zone. •••;•• *Goo: 6660.. DESCRIPTION:Series"Sentinel 110"Aluminum Single Hung Window—L.MY ...... .::. .... . . APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentiner.1014'Alum'.S.H.' Wdvy.... (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C datedg"49f15, prepared by Al-.:..' Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Mi'aMni'Dade Connty�rodueb 6 Control Revision stamp with the Notice of Acceptance number and expiratiod 1raM ly the Miami-Dade•go County Product Control Section. •••0•• SSILE 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 NOA shallbe 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#14-0915.06 luid consists of this page I and evidence pages E-1 and E-2, as well as approval-docun ent-mentioned--ab�ove./ The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0512.10 MIAMI•DADE COUNTY LExxpiration Date: September 22,2020 11ti yt3 7 pproval Date: August 06 2015 Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation,signed and scaled 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(V insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. • CTLA-3056 WA, dated 03/03/15, signed and scaled by Ramesh C.Patel,P.E. • 2.... 'lest 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 �.... •• *:::Fong with marked-up drawings and installation diagram of a series 7400 PVC project • '...out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super . .. ..••gpacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report •••• •• •• "o. CTLA-3056 WB,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. rest 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 23 8 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 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory,LLC,Test Report No.HTL-0080-0101-10,dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) Manuel P ,P.E. Product Contro E miner NOA No.15-0512.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5` Edition (2014),dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 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.fox their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiringon.n/11/1t ...0 0.0000 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical CoimPan3:(MA) 0.- 0 • for their"Saflex CP—Saflex and Saflex HP Composite G1W.INjerlayers with .....• PET Core" dated 06/19/14, expiring on 12/11/18. 0000 0000 :0000: 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Cl;mieal Comfy(".:0 0 for their"Saflex Clear and Color Glass Interlayers"dated M19:14, exl?ititig on o-0-0 .. .. . 05/21/16. 00.•.0 . .... 0 .. • • • . . . . ...... F. STATEMENTS •••••• 1. Statement letter of conformance, complying with FBC-5t'E8itibn:(2014�.and of nd••••; financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed axd sealed by Javad Ahmad,P.E. (Submitted under pre vioits NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10,issued by Hurricane Test Laboratory,LLC,dated February 03,2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont 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, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series"Sentinel 110"Aluminum Single Hung Window-.L.M.1. approved on 02/05/15 and expiring on 09/22/20. Manuel P ez, .E. Product Control xa finer NOA No. 15- 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-2 ... . . ... . . . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . 52 1/6• 52 1/6• U i,tii�0 \Mh�UDZ' µ\'Hn\�n 8EA.'Jpd.CD./ DsE5 ---4a--„nIIIIII,IuIItIIIIIIIIIIII lII �///////.i. _„u1IIIIIIIuIIIII1IIIII IIII I__ C3�n N�SVJm \innb F�(w=7 \v\v"niI vGOaJp Dt -_-_:••-_•6--_•HJn1II1IIIuIIIIIIIIIIIIU_•CC-_K••x/W_•••./��.IDT-_H.{ij11R,nIIIuIIIIIIIf>,Il1III•IIII II�•_-_#-__••••-_=_••=•• •••••••••• ••FV>�•: �• .11,HIIIIIIuIIII1BUCK WIDTH FLANGE IDTHFIANCE WIDTH ••• • 047416,•• • • • • 47 7/16• OD.L.47 7/16' IIIuIIIi uIuIIII,IIIIItIIIII C. (FIX. LITE) FALSE MUNDNS DAN . (FIX. 01E)• D.L.O. (FIX. LITE) (SURFACE APPLIED) CE AQPUED) fv\�QLLt-Qo WfpaZZW' ma��OLL_ff mmICNOHv 20 �Nnz20 9/16• 0209/16 • OPONAL MAX. OTONAL 5 1/2MAX. MAX5 1 2 MAX. / MAMAX. o HEAD/SILL HE40/SIUL 8OEAD/SILL CORNCORNERS CORNERS CL Oc .0 OaaAA----- O p d n p N J J 7WWm to= ¢ n0 - _ _ V) Ogaw, ff C 11b it Ct II II C2 II II 3 0 I- �i�I II III II e p O t,,,,l 4 I u 6 I u 7 I n 3 OW m W m FALSE MUNTINS m V)N y 47 7/16' j 47 7/16• z (SURFACE APPUED) 47 7/16• �z 3 M e OPTIONAL o O M1 a D.L.O. (VENT) w D.L.O. (VENT) Z D.L.O. (VENT) - '0 O 3 50 1/a' 50 1/4' 50 1/4' Gz�i Z Z VENT WIDTH VENT WIDTH VENT WIDTH p a FLANGE FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME w TYPICAL ELEVATION N SERVS NTNELAWMTNUM'SINGLE'HUN'G-1VINDOw� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. ** A 0`_E Q TO SIG NITS 0 SI SIDE OD BI TIO S CENTER ANCHOR REQUIRED WHEN m If I OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI-DADE COUNTY SPACING EXCEEDS 20 9/16° `u s 3W3 1 APPROVED WINDOWS USING MiAMI-DADE COUNTY APPROVED MULLIONS 3 9 IN BETWEEN. LOWER DESIGN PRESSDRE'�FROM-Wl4DOWS OI-MULDON-APPROV WILL APPLY TO ENTIRE SYSTEM. 0 • q o o THIS PRODUCT HAS BE D BUILDING D ODEf3 CLUDIN HIGHIVELOC� INSULATING LAM. GLASS $ g REQUIREMENTS OF THE FLORIDAA BUILDING CODE MICLUOINC HIGH VELOCITY ��9�'M�A HURRICANE ZONE (HV_jZ). _ _ _ SFIXI;L MISSILE-IMPACIr WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Engr:JAVAD AHMAU o r PRODUCE RBVISF.D ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FLA. C�L 7p5gp ns complying�vilh the FhR(drt S EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. C.A 3538 Building Code C �+�1 ) ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE AcceptanmNo�T�7�•0.0 a �' NOT PART OF THIS APPROVAL. - Irntion Dmc 2020 JUL 2015 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Dy, drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT Miwt Dode roduct COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W10-03 REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet ) of 9 I EQUAL UTES WINDOWS UNEQUAL.UTES OINDOVS !1 0 `D64IGN LOAD CAPACITY-PSP DESIGN tAAD CAPACITY-P3F _L o ]LANG[DIMS. III BUCK DIMS. IGIASS TYPE 9'A!i'Al'G1AS8 TYPES W-Be FIANCE DIMS. BUCK DIMS. MAX.TOP UTE GLASS TYPES'A'&'AI'GIASS TYPES'B'k'Bl' WDAI_-kl3mff-V WDTH HEIGHT -D(T.(+) 1MT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIM. EXT.(+) 1NT.(-) IXT.(+) INT.(-) m 3 19-1/8' 18-1/8' 75.0 75.0 80.0 85.0 53-1/8' 76" 52-1/8' 75' 36-1/4' 75.0 75.0 80.0 65.0 Z F m 25-1/2' 25-1/2' 75.0 75.0 80.0 85.0 49' 79' 48' 78' 39-1/4' 75.0 75.0 80.0 85.0 0 2 Q 37' 28' 36' 25' 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 70-5/8' 75.0 75.0 80.0 85.0 F r 4 49' 48' 75.0 75.0 80.0 85.0 31' 30' 63-5/8' 75.0 75.0 80.0 85.0 G V 53-1 8' 52-1/e' ,..Z9. 5,0 80.0 85.0 33' 65' 32' 84' 60" 75.0 75.0 80.0 85.0 �_ Q w 19-1/8' 75.0 750 80.0 85.0 37' 36' 53-1/2' 75.0 75.0 80.0 85.0 a 8 25-1/2" X75.0 7. 80.0 85.0 43' 42' 45-1/4' 75.0 73.0 80.0 85.0 Q t O 37'^ 30^ 36' 37-3/8' 75.0 75.0 80.0 85.0 � J Q G i9 48' -75.0---7$:0 80.0 85.0 0 7ryz wI/8' S2-1/8' 75.0 73.0 80.0 85.0 WIDTH v Y V Q m, 0i 19-1/8' 16-1/8' 75.0 75.0 50.0 85.0 25-1/2" 25-i/2' 75.0 75.0 80.0 BSQ �.N W C 37' 0e_G-S/a36' 49-5/8' 75.0 75.0 V50.0 85.0 75v Q H 6 49' 4B' 750 750 80.0 85.0 53-1/8" 52-1/8' 75.0 75.0 80.0 850 1 ZOZ 19-1/e' 18-1/5' 75.0 75.0 80.0 85.0 25-1/2' 75.0 75.0 80.0 65.0 y 0 1:7O38' 62' 75.0 750 60.0 85.0 = 49' 49' -750--750- 60.0 85.0 p SSS m10 /8 53-1/8' 52-1 ' 75.0 75.0 50.0 85.0 1 19-1/8' 18-1/8' 75.0 75.0 80.0 65.0 m 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 !/) 37' 76' 36' 75' 75.0 75.0 50.0 85.0 3 O w 49' 48' 75.0 75.0 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) 53-1/8' 52-1/B" 75.0 75.0 1 80.0 1 85.0 = O 19-1/8' 18-1/8' 75.0 75.0 60.0 85.0 ui In 25-1/2' 25-1/2' 75.0 750 8a.0 85.0 CV o 37" �• 36' 84' 75.0 1 75.0 80.0 85.0 'n 46-1/2' 45-1/2' 75.0 750 80.0 85.0 • ' BUCK DIMS A_TYP. o Oej 2E N M n C)3 z 3 C, o WIDTH FLANGE FRAME n o a _ FLANGE DIMS I U BUCK DIMS N O c�2 V d c n EQUAL LEG FRAME 2 moR4 BUCK DIMS EQUAL LITE I.M. • FIM" • a • • *00 00 Eng,:JAVAD AHMAD i 1 BUCK DIMS 4FL-A. PRODUCT REVISED 0592 a--'PlYing with the Florida8la !pNOTE: • • • • • Letrotion Date Q>GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • a •• • drawing no. BASED ON ASTM E130D-09 (3 SEC. GUSTS) t� -T� Mim' BdoProductComrol AND FLORIDA BUILDING COMMISSION FLANGE DIMS W10-03 DECLARATORY STATEMENT OCA05-DEC-219 sheet 2 of g ••• • • • • ••• • • • • • • • • • • • • • •• • • • • •• •• ••• • • ••• • • or . . . . . . . . . . ••• . • 1/8'ANN. GLASS 1/8" HEAT STREN'D GLASS is r M 075'Interia ar •• • 075' Inte/a er • #00 • Saflex CP Wydh PET Core • •6aflex OV W lh tET lore • • • o By'Eastman Chemical Go.' • By f£astm/n CheRticdt CP • • • as 3 Z OR • • OR • • • • • • • m J 090'Interlayer • • ,090' InRria�6r • • • • • • Q W z Saflex Clear And Color Glass • f.6aflex CIS&And Ce1or Glass • • F By'Eastman Chemical Co.' By 'Eastman Chemical Co.' Q n a. OR OR 0 o 090'Interlayer 090' Interlayer 0 d Kuraray SenlryGlas Kuraray S las• l • 00, d By Kuraray America, Inc.' OR • Hyl ur av�m j-.Jr..•OR• p M 090'Interlayer -11, • ••• ♦ ? y Kuraray Butacile PVB • Kur ay B�a�te�VB• • • • 1. BY 'Kuraray America, Inc.' • BY urwy lmejca,inc.o • • V p '�ry� • ... • • • • • •• Oe¢¢mMo 1/8"ANN.CLASS 1/8'HEAT STREN'D GLASS 0 6<O °5mK SILICONE H SILICONE Q 3 CE 1200M7 GE 1200 u M1 DOW CORNING 899 ace DOW CORNING 899 .I DOW CORNING 995 DOW CORNING 995 0 O 0 n b W E8 04EB - 1 M4 AT 1/4 POINTS ON LTTESG M4 AT 1/4 POINTS ON LTTES vmi WIDER THAN 36' W WIDER THAN 36' GLASS TYPE 'A' GLASS TYPE 'B' 3 O w 5/16"OVERALL LAM.GLASS 5/16"OVERALL IAM.CLASS p (L,M.I & S.M.I.) N N 1/8"ANN. GLASS 1/8'HEAT STREN'D GLASS VI u) N 3 N M w 075'Interlayer 075"Interlayer o O M n Soflex CP With PET Core Soflax CP With PET Core O 3 By 'Eastman Chemical Co.' a'Eastman Chemical Co. Dj Z LL 0 090'Interlayer 090"Interlayer o:2:5 :" Soflex Clear And Color Glass Saflex Clear And Color Close N U C> r,{ By'Eastman Chemical Co.' By'Eastman Chemical Co.' ti F OR OR w 1/4'AIR SPACE .090"Inlerloyer 1/4'AIR SPACE .090" Interlayer w Kuraray SenlryGlas Kuraray SentryGlas v7 By'Kuraray America, Inc.'OR By'Kuraray Amara% Inc.' OR O 1/8'ANN. GLASS .090'Interlayer 090' Interlayer Kuraray Butocite PVB 1/8'HEAT STREN'D GLASS Kuraray Butocile PVB By'Kureray America, Inc: By 'Kuraray Americo, Inc.' < > 1 cB 08 R m 1/8"ANN. GLASS 1/8'HEAT STREN'D GLASS Id Q al SIUCONE w SILICONE GE 1200 GE 1200 DOW CORNING 899 DOW CORNING 899 c5 Mt ji - I DOW CORNING 995 L7 M1 ii DOW CORNING 995 m a a o ii XL EDGE SPACER XL EDGE SPACER •� g$ g ��L• ST.STEEL BY'CARDINAL' ST. STEEL BY'CARDINAL' <m u OR OR a DURASEAL BY'OUANEX' a DURASEAL BY'QUANEX' o 0 OR 0 OR o `_ tx E9 SUPER SPACER BY'OUANEX' W E9 SUPER SPACER BY'OUANEX' Engr.JAVAD AHMAD PRODUCT REVISED r as cora il in wish the Flodds q M4 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES qFLAPCML92 I y d r+ W WBuilding Code o Acptsuc*I-1.. .roj GLASS TYPE 'AL' GLASS TYPE 'B7' pir""0.70'OVERALL INSUL.LAM.CUSS (L.M.I ONLY) 0.70"OVERALL INSUL LAM.GLASS0 2015 Asn Dadrawing no. (S.M.].) W10-03 IN ORDER TOQUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF CLASS TYPE'Al'&'Bl' MUST BE TEMPERED. sheet 3 of 9 TYPICAL ANCHORS SEE ELEV. FLANGE & FLANGE ADAPTOR FRAME 4.V 1Ely FOR SPACING METAL o WOOD BUCK STRUCTURE .EOGF.-DIST.- TYPICAL ANCHORS - Z . _ �� SEE ELEV. v r___ " x FOR SPACING o j I MIAMI-DADE COUNTY APPROVED E I�MULUON✓k MULLION ANCHORS EDGE DIST. o N DIST. i SEE SEPARATE NO i O w U I I F I EDGE DIST. -,J 0 U a p ei x41, ' M2 m TYPICAL ANCHORS TYPICAL ANCHORS 0 d: S5 SEE ELEV. SEE ELEV. 111 p FOR SPACING FOR SPACING LL Zlb_ 'I M9 J 0Z eM�VV o 2 3/8'MIN, Q W ei F F 4 � WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM C AND TRANSFER THEM TO THE BUILDING STRUCTURE. s li MCI SWEEP LOCK 22 3/B'MIN.MIN.`LLL TYPI NCHOR 1 SEE ELEV. FOR SPACING TO v N 1 EGRESS OPTIONALOCK 14" DIA, TAPCON BY 'ITW' (Fu-120 KSI, Fy=92 KSI) d' E9 AT SILL (Fu-177 SS, y-55 KS155 KSI 3 O W NTC'2BY�WOOd`BCtCKS�O}7"WOOD'5TRU^'CTQRES� _ N 1-1/2" MIN. PENETRATION INTO WOOD � .1_ THRU 1BY BUCKS INTO CONIC. OR MASONRY O 00 Ea WHEN USED THE MIN, WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o p N r 1 W DEPTH SHALL BE 2313". THE USE OF DIRECTLY INTO CONC. OR MASONRY Z z i DEEPER OR BEVELED WOODBUCKS IS G �N F PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �o� (yj @ 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES w h STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) �1 F ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 o #14 SMS OR SELF DRILLING SCREWS (GRADE 2 RS) g s m INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") ° o 44 (NO SHIM SPACE) g y t t 2 1 $ S4 23 INTO CONCRETE AND MASONRY = 2" MIN. 1 AToNdOti sTRUcTtY'R�' EB � " •: c° j ••• ••: : • : : ••• INTO METAL STRUCTURE = 3/4" MIN. o o$$ E N M9 - • L �.•�.. • • WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. < m •• • CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. O 2 I 14 ••• •• • • • • ••• C-90 HOLLOW/FILLED BLOCK AT JAMBS fnt - 2000 PSI MIN. e _ Engr:JAVAD AHMAD PRODUCT RF.VISF,D 1 - 44 CML w complying with the Flotida 7 `.. - •� M.PE Y 70592 Duilding Cude S C.A.N.3538 Acceptance •. • imlian Dale r• '', <'^ •' iv 3 i• •TYPICAL ANC•OR� Miand adc Product drawin no. EDGE dSf.~ • ° �" •• • • • • SEDELEV. • •TYPICAL ANCHORS ANCHORS ••• • • • F016 W*CING • U 20IF " SEE ELEV. n W 1 O—O3 1BY FOR SPACING - sheet 4 of g I WOOD BVCK 0:0 A, ••• • • ••• • • ... . . ... . . . . . . . . . . • . . . . ... . .. . 1/4•MAX• BUCK WIDTH , 4•MAX. FLANGE & FLANGE ADAPTOR FRAME SHIM • •• • • 11MS • • aY of O1 • 1 • • • • • 'j q j SEE TYPICAL ANCHORS oII-- • • .P /,•t ♦YPINAL*4CHORS NG 55 • • CFOR SPACING FOR SPACING M9 FLANGE ADAPTOR FRAME GppNIWCL W o 00 • G METAL n • OmSTRUCTURE goW 8 O Q 3 0, N_o EXTERIOR ' W WOOD DUCKS i D.L.OPG. O 0 N Vf N 1/4'MAX. DUCK WIDTH 1/4'MAX. SHIMS SHIMS F TYPICAL ANCHORS O SEE ELEV. TYPICAL ANCHORS W 3 O W FOR SPACING SEE ELEV. j OIt a,v FOR SPACING i vi V) e ^� a n Oz z 3 o LT (� Q 1BY N WOOD BUCKS 1 g v N O us MIAMI-DADE COUNTY o R APPROVED MULLION o W & MULLION ANCHORS 1/2'TYP. Cc SEE SEPARATE NOA O DUCK WIDTH BUCK WIDTH o g INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND _ FLANGE ADAPTOR FRAMES. c ff___ll II II N i3� o I u c i m I 1 c I I Eng,:JAVAD AHMAD PRODUCT REVISED r I I CML I I FIA PE 70592 ns complying wish IIIc Florida Q N I -- ----- CAN 538 building Code c No/y'0 IZ.ronnrr��1 I I _ - - 1 E3 irolion Date 4"�D b 8 L __J EF,M' Product drawing no. X14 x 1•F11.SMS. 2015 W10-03 sheet 5 of g TWICAL ANCHORS METAL v SEE ELEV. STRUCTURE EQUAL LEG FRAME 1BY I FOR SPACING m of WOOD BUCK < 1 - TYPICAL ANCHORS Er________________,� o_ "4< 4°. .. \ . . SEE ELEV, n I MIAMI-DADS COUNTY APPROVED I I Z 3 e 4 • eEOGFq,05T. FOR SPACING I I t 1 °4 + , °- 9 g I MULUON k MULLION ANCHORS I O 4' 4 = E DIST. 3 \ EDGE = I j SEE SEPARATE NOA j 1 Z N to +' m II 11 F f n ti ° \ t \ I EDGE DIST. I a p I O O p Al M3 E8 I __— + N V� 'A \ TYPICAL ANCHORS TYPICAL ANCHORS C II M2 SEE ELEV. SEE ELEV. C IL Q g FOR SPACING FOR SPACING i 55 TYPICAL ANCHORS MWAI-DARE COUNTY fl' i' SEE ELEV. APPROVED MULLION Q FOR SPACINGAN Hu , I M9 EE SEPOARA ECNOASj0 4 1/a MAX. BUCK WIDTH BUCK WIDTH BUCK WIDTH Q f ' SHIMS D1 II' vi i SWEEP LOCK 1 1/4'9 a OPTIONAL TO _ ___ _ ___ I I _ '^ EB 1 EGRESS LOCKI - _ (n m AT SILL Q o 0 9i 3 O W 0 .......... IJ I I © FS o N3• _ _ _ _ _ _ I I I _ : X N 0 L __j O P s o 1y 03M n W i j re 914 X1'FH. SMS. 3 Zo n z o W N U 0 i �EL JL w h EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY z o y INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 0 ! 1 V 0 I PoY o it �p--2 3/8'MIN. 2 ♦ + :- ° 4 ° i2 3/. 8•MIN. •. ••• • • - 4 �_ z_ ° TYPICAL ANCHORS —_-_ � • • •• g o m • • • • • • • -• c.. I I SEE ELEV. » $$X M9 . • • • • • • • FOR SPACING • C1 \ •• ••t• • • • • •• w o E2En..JAVAD AHMAD PRODUCT REVISED n r CML m complying with the Florida n FLA.PE 70592 Iluilding Code WHEN USED THE miC Wbpd BUCK'• • • • 41 .3lanccNo4•!�• iraho 3538 DaleDEPTH SHALL BE 2 '. THE USE 0� • • •FSE 1>t aDEEPER OR BEVF•LtD WO�b�UMS IS•• • • • •• • • Miami adeProducfTYPICAL ANCHORS PERMITTED. ••• • • • ••• •FOR SP CING 15 BY WOOD BUCK sheet 6 of g ••• • • • • ••• • • • •• 00 • • •• •• . .. .. . . . .. .. . . . . . . . . . . TYPICAL ANCHORSu c5 ILLUSTRATIVE DTLS.ONLY SEE ELEV. EXT.OR INT. FINISHES 11 FOR SPACING ••• • • ••• . FRAME �� o • •• • • .00 • • NOT BY CGI • 1 1/2' • • • • • • • • • 000 \ \ • 000 • • IL • F F ry a HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING p 0 NOT BY CGI O &Q Sq E12 Et IN?O 2%Y:WCPD:3UCKS:04j:tD SACTURES BACKBED •1-1/2" AIN. REYETRATION INT(!WOOD 0 b H I'. • • • • ° CAULKING •00 • • • • M2 0 IL< S5 O y°Do I I Q W�LL q M9 ao I I caro � � It O it IIS SWEEP LOCK r 1 OPTIONAL TO V) EB - EGRESS LOCK ^ AT SILL 30 0 3 p w v NWOOD OT BY CGI ---BV 7/4'MAX. BUCK H GHT 1/4'MAX. ai N © GAP GAP F N o 1/2'MIN. 1/2'MIN. � 3 N r•7 QI f O^ 0 M P z 3o S k z o •" W i D2 N CDoa� r v BACKBED = CAULKING N � p 1 O? Q i-- Cit 54 ! 1 a•4 o t HOUSE WRAP EB NOT BY CCI <,n i ES EXTERIOR M9 _ 8 D.L.OPG. o 2-i m 2 I to BACKBED CAULKING P2 Engr.JAVAD AHMAD PRODUCT REVISED •v CML as complying with the Florida ' FIA.PEN 70592 building Code No HOUSE WRAP 4CA,NOT BY CGI3 `� c3\7 TYPICAL ANCHORS 1.51 W10-03 SEE ELLV. FOR SPACING sheet 7 of g ITEM PART/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS V V JI! o El CGI-100 I FRAME HEAD 6063-T6 - �Y E2 CGI-101 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JAMB 6063-T6 - Z E4 CGI-103 1 MEETING RAIL 6083-T6 - 2 ry ES COI-104 1 LOCK RAIL 6063-T6 - r f n ix E6 CGI-105 1 HANDLE RAIL 6063-T6 - p c u E7 CCI-106 2 SASH RAIL 6063-T6 - a E8 CCI-107 AS READ. 5/16'GLAZING BEAD 6063-T5 - rjp E9 CGI-108 AS REGD. 0.700'GLAZING BEAD 6083-TS - 0 n E10 CGI-109 AS REGD. FRONT FLANGE ADAPTOR 6063-T6 - 0 p ti Ell CGI-110 AS REGD. NAIL FIN ADAPTOR 6063-T5 - Q C Q C g E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - O E13 I CGI-136 2 FLANGE FRAME JAMB 6063-T6 E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 ¢b�f � Mt CCI-38ZV AS REGD. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) FVC - --� M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS REGO. EOUAL LEG COVER/SHIM.3' LONG AT ANCHOR LOCATIONS PVC - w M4 - 2/LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A e I M9 SUPER BOOST 2/WOW. SPIRAL BALANCE - BSI OR EQUN. h M10 - 2/WOW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. d In Mll W2320ING AS REGD. PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. o O liI M12 CCI-129 1/WDW. EGRESS LOCK ALUM. SULLIVAN 3 O LJ M13 CGI-131 2/WDW. HANDLE RAIL END CAP NYLON M&M = O N M14 E26018WN - D BULB-T SLOT PVC ULTRAFAB OR EOUN. N °� MIS CGI-133 4/WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M f)N n n M16 OGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M o 30 N M n M17 A30730401-32 1/WDW. CAM LOCK ZINC TRUTH OR EQUN. O 3 M18 CGI-132 2/WDW. SASH STOP, 2'LONG PVC PROTOTYPE OR EQUN. W Z Z N M20 OGI-125 2/WOW. SASH CAM(B/T BALANCE) NYLON M&M E M21 - 2/WDW. B/T BALANCE TALE OUT CUP - BSI OR EQUN. N V O M22 146-6 2/WOW. WEEP COVER NYLON AMESBURY OR EQUN w M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUN. N C 52 - 2 OR 3/GARNER / 10 X 1 1/4'I.C.PHL. PH.SMS. Si/ST.ASSEMBLY SCREW - - S4 - 4 WDW. 8 X 1/2-PH.SMS.ST/ST BALANCE BRACKET SCREW - - SS 2/WDW. /8 X 1'I.G. FH.SMS. ST/ST.SPIRALS.ASSEMBLY - - ' � - r S6 - 2/LACK /6 X 1/2-LG. FH.SMS.0 CGI-133 &CAM LOCK - - o C •• ••• • • • • • .00 Q p^', • • • • • • • • C • • •• • • • • • `O e Engr:JAVAD AHMAD PRODUCT REVISED H e CML w complying wilh the Florida 1v FLA.PE 70392 Building Code C. 538 Acccplancc No • ••• ••• ••• ••• ••• ft iration Date a $ • • • • • • • • • • By • •• • • • • • • • ,'u r 15 mwn adeProduct drawing no. ••• ••• • W10-03 sheat 8 of 9 ••• • • • • ••• • • . .. .. . . .. .. 2.505 2,505-] U � S2 0 1.550 • • • .•f • • • •• • • i O A ; 1.745 .811 .811 1 • • • • • • • • • k .745 065 1.245 I • ••• • • • • I / 4 a N T17' .745 .065 7_ .050 I A g U 1.015 F-- 1.015 1.395 0. E72 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD Ett NAIL FIN ADAPTER • •• • • • • 0 E'j Y LL 1.583 1.583 • • • • • 1.007 � •• f• • • • O�aa .745 O 065 .065 TYP' TYP' 2.113 tNV 3.175 1.368 Q W.{ 3.675 1 429 3.175 1.015 VENT TOP CORNER 1.429 N {I{- 1.220 SDD 1.000 � m 500 E4 O z.so5 MEETING RAIL FRAME TOP CORNER ----2.605 f 3 1.220 O w E14 FLANGE FRAME SILL E2 FLUSH FRAME SILL v= V N .500N1.301 1.3011.043Q MS2 d F065 .065 d zz 3ivP. 1.o1s j•- Invp� F 2.440 2.440 U p g o E5 LOCK RAIL w tots tots FRAME BOTTOM CORNER7 VENT BOTTOM CORNER g .745 •7Mr 2.195 0 2.846 2.348 o n - n Eta FLANGE FRAME JAMB E3 FLUSH FRAME JAMB F 1.892 -Y 3 `u4 w 065 z ..490� .120-^�r 1.043 TYP. i .7oi5 050 1yp• .705 I .oso r1P. 1.015 j I sz O 2 o o $9 .884 -•� .664 1{AND RAID S $g 0< m u c EB 5/16' GLAZING BEAD E9 .700' GLAZING BEAD o L7a45 Fr:JAVPD AHMAD449�-I C L PRODUCF REVISED 1.450 .180 FIA.PE i 70592 as complying with the Florida o L x'180 IL-L C.AN.3538 Building Codc J. 293 � � Acccptm�cc No IS'�6�Z•r0 b9, $ c .050r T .060r 1.025 ,065 1015 -r`51� .050 B punt"on Date �2D O 063 1,413 B dfOwing 110. i1 O Mi Dadc Produc w l 0-03 1015 •1 u3 FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL E10 FLANGE ADAPTOR sheet g of g DRAWN ON: REVISED ON: • 03/03/17 SCOPE OF WORK GENERAL NOTES DRAWN BY: SCALE: R.A.L.J. SHOWN CONTENT: *ALUMINUM CASEMENT WINDOW ...IMPACT RESISTANT •ONE STORY STRUCTURE(15MEAN ROOF HEIGHT) WINDOWS AwIft BY CGI WINDOWS&DOORS ...NOA: 15=0512.19 0 EXPOSURE:C REPLACEMENT rfIS •ALUMINUM SINGLE-HUNG WINDOW ...IMPACT RESISTANT •WIND VELOCITY: 175 MPH NOT PART NOT PART NOT PART BY CGI WINDOWS&DOORS ...NOA: 15-0512.10 OF PERMIT OF PERMIT OF PERMIT •KD:0.85 •FLORIDA BUILDING CODE 2014 O •ASCE 7-10 WIND CODE 0 •BASED ON TRIBUTARY AREA AS SHOWN W M DINING ROOM ap0 M •CONTRACTOR TO VERIFY DIMENSIONS Z W Q 00*0 OF OE OD EGRESS . . 0000. 0 1 r •s••0• • EGRESS REQUIREMENTS.• *00:00 0.0.0 v/ ��•cw I I MIN/MUM CLEAR W/DTH.'20': W �• I NOT PART • r I MIN/MUM CLEAR HEIGHT'24'; 0•••0 0 0 ' •W .000 F- . � OF PERMIT BATH KITCHEN I I I O MINIMUM CLEAR OPEN/NG.'S.OSQ.fT 0000 .3�0 00 0 0z NOT PART I I I BEDROOM MAX/MUM SILL HEIGHT:44"/from finished floor). 6 0••0• „•,• Z 0 OF PERMIT 1 40 0 0000 I 00000 m Ge 0'0 000 - - - - - - - TOTAL Sq.Ft= 107.43 WINDLOAD PRESSURE TABLE FOR WINDOWS •• •� • �• I I TRIB. POS.PRESSURE NEG.PRESSURE MARK DESCRIPTION WIDTH HEIGHT AREA P.S.F. P.S.F. ZONE N.O.A. SHEET: GARAGE I LIVING ROOM I A CASEMENT IMP. 27.500 51.625 9.86 40.06 -43.45 INT (4) 15-0512.19 1 1 O I I BEDROOM B CASEMENT IMP. 27.750 51.625 9.95 40.06 -53.64 END (5) 15-0512.19 O . . . . . .C SINGLE-HUNG IMP37000 51625 663 4006 -5364 END (5) 15-0512.10 I I � D SINGLE-HUNG IMP. 37.250 60.000 7.76 40.06 -53.64 END (5) 15-0512.10 C FOYER I E SINGLE-HUNG IMP. 19.250 39.000 2.61 40.06 -43.45 INT (4) 15-0512.10 y F SINGLE-HUNG IMP. 37.250 38.625 5.001 40.06 53.64 END (5) 15-0512.10 • '"' `�' EGRESS G SINGLE-HUNG IMP. 38.000 40.00LL 5.28 40.06 -43.45 INT (4) 15-0512.10 tV. � NOT PART OF PERMIT NOT PART MULLION (vert) MULLION (vert) - c o OF PERMIT 1 X 4 X 51.625 1 X 4 X 51.625 INSIDE INTERIOR FINISH �CEIVED y X , ENTRANCE 1"X 4"P.T.WOOD BUCK MAR 8 2017 . . '. (No.l PINE) 1/4"X 2-1/2"ULTRACONS N AT 3"FROM CORNERS y AND 6"O.C.ALONG FLOOR PLANWS JA THE 1"X 4"P.T.WOOD BUCK. 15790 SW 88TH AVE MIAMI, FL 33157 DOW CORNING SEALANT(CCS) AR 0017521 18 i yu : 1/8"= 1' -� c7 w CONTINUOUSLY APPLIED @ BACK _ oz • &PERIMETER OF WOOD BUCK. Lu APPROVED BY DATE 1 1�1►�1 �--- I►.15,� ty M N z - O ZONING DEPT jZo(�J.R STUCCO FINISH OUTSIDE EXISTING CONCRETE BLDG DEPT r (11> SUBSTRATE SUBJFCTTO COMPLIANCE WITH ALL FEDERAL 1 X 4" WOOD BUCK INSTALLATION 3 STATF AP.N COUNTY RULLS AND A17M.'ATIONS (TYPICAL) SCALE: 3"= 1'