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WS-15-716Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-234615 Scheduled Inspection Date: May 14, 2015 Inspector: Rodriguez, Jorge Owner: RENATE JUENGLING, RAUL ORTIZ DE IA OCAITA Job Address: 1210 NE 96 Street Miami Shores, FL 33138 - Project: <NONE> Permit Number: WS -3-15-716 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060143950 Contractor: DEPENDABLE SHUTTER SERVICE Phone: (954)583-1411 tsunaing uepartment comments IMPACT WINDOWS REPLACEMENT (21 OPENINGS) Infractio Passed comments INSPECTOR COMMENTS False May 13, 2016 For Inspections please call: (305)762-4949 Page 29 of 30 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. May 13, 2016 For Inspections please call: (305)762-4949 Page 29 of 30 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 �..J—,_UUNwoo Parcel Number Applicant 1210 NE 96 Street 1132060143950 Miami Shores, FL 33138- Block: Lot: RAUL ORTIZ DE LA RENTA REN Owner Information Address Phone Cell RAUL ORTIZ DE LA RENTA RENATE 1210 NE 96 Street - - - MIAMI SHORES FL 33138- 1210 NE 96 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone DEPENDABLE SHUTTER SERVICE (954)583-1411 ie of Work: IMPACT WINDOWS REPLACEMENT (21 OPEN of Openings: 21 litional Info: ssification: Residential Inning: 3 Fees Due Amount CCF $7,60 DBPR Fee $4.65 DCA Fee $4.65 Education Surcharge $2.60 Permit Fee $310.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $349.10 Valuation: $ 12,878.00 Total Sq Feet: 515 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -3-15-54985 04/15/2015 Check M 1933 $ 299.10 $ 50.00 03/30/2015 Check #: 1905 $ 50.00 $ 0.00 Avallame Inspections: Inspection Type: (Window Door Attachment In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that', the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and Hing. yilh I authorize the above-named contractor to do the work stated. April 15, 2015 Authorized Signatbre: Owner / Applicant / Contractor / Agent Date Building Department Copy April 15, 2015 1 Miami Shores Village c�A� _ , Building Department LIA&RI 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 11 Bim - INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 t(3 Master Permit No. WS— is_4 Q Sub Permit No. �UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL E] PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:_ //-3 Z D !<-d/� ` . 7 9,ro Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): -ea v Z- O- 7$ i Ve 6f O,Pi7Ts4 Phone#: Address: 12-,,1c-,) City: State: 0�Zip: 3.3/!k � Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ,��/ /�ir d-�Cc� Phone#: ��„�_ e rhe j Address: O%9/ 65/41` ,.e City: ,%C'erlf, State: - /rG�� Zip: Qualifier Name: oe,/s�� / a� a,r, Phone#: 9vs/ State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer:��yli�-c,®i/,,,.� 6'�C�r Phone#: 7 -f -k Address:/,� r4i,--2 e lm 6 City: �.r�,�.e�� State: /9/ Zip: 3,7 Value of Work for this Permit: $ k'2- I r C 0 Square/Linear Footage of Work: 'S Type of Work: ❑ Addition ❑Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ ?) ! Q �0 CCF $ -7 , a Q CO/CC $ _ Scanning Fee $ _t -0(D Radon Fee $ L� k0 S DBPR $ L1 - (0 S Notary $, Technology Fee $ 1 Q • `"� Training/Education Fee $ . lP 0 Double Fee $ Structural Reviews $, Mn Bond $ TOTAL FEE NOW DUE $ 'P99, I Q (Revised02/24/2014) J Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu The foregoing instrument was acknowledged before me this 1 day// of MA .20 19— , by / ,,V/ 0!Y 490 Lq 'who is personally known to me or who has produced as t� e,pn oath. .•. � � ..• . identification and wh f�a C4�.�. 21�A N NOTARY PUBLIC:x` _ Notary Public - State of Florida ' My Comm. Expires Feb 19, 2017 Commission 4 EE 676476 Sign Print: Seal: Signature :�D CONTRACTOR The foregoing instrument was acknowledged before me this 1 day of MG'YGfi 20 �, by "VAP 14011430 who is personally known to me or who has produced as identification and wh ,OV P� NOTARY PUBLIC: y a°`� ZACHARY WYNN : Notary Public - State of Florida My Comm. Expires Feb 19, 2017 oFv Q Commission ## EE 676476 Sign: . • ,�.r Print: Seal: �x�� x**x�*�x��*x�x��x�*��*��x*�x��*��x��x��x��x��x��x�x��** c� APPROVED BY � [TIC Plans Examiner Zoning Structural Review fRPv1gPd07/74170141 1 Clerk lq coll-ii'l1c,10n Tr -,!�:!s QuafifVil Board NCY BUSINESl: -- jj'jV-l('ATE0FC0MPM 16BS00085 DEPENDABLE SHUTTER SERVICE INC D.B.A.: TfOMP/ON WAYNE C Is certified under the provisions or Chapter 10 of Miami-Dade COuntV VAL6Q FOR cONTRACTING UNTIL 09/30/2016 QUALIFYING TRADE(S) 0023 GLASS & GLAZING 0029 METAL AWNG 8, SHUTR JuRam K Salm P.E. WD - Seamtaryolthe Board .02.mdada mw ---m &MRSord-Daft C=" mtsim an wom" d&S hareb Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CEWIED CONTRACTOR: A. COPY OF QUALIFIE ' TATE LICENCES B. COPY OF L L BUSINESS TAX RECEIPT C. COP LIABILITY INSURANCE* D. OPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. V COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. L✓- COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D.L/ OPY OF LIABILITY INSURACE* E. ✓ COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ........................................................................................... BUSINESS NAME: �WI �SL� ��t Un-) BUSINESS ADDRESS: !.('�� !;W Vls 9q06ITY STATE R, ZIP 3 BUSINESS PHONE: FAX NUMBER (9 ) %0 (— 'DO'L') 2 CELL PHONE ( ) QUALIFIER'S NAME: t>n QUALIFIER'S LIC NUMBER: %2eS()099; RLEs THOMPSON 'Ti FL 33115j-$429 1971, ':sex! ►�cY S.fl$ Apr. 9, 2015 2: 53PM No. 6341 P. 1 .4CO O�DATE (MMlou" CERTIFICATE OF LIABILITY INSURANCE 04/09/15 PRODUCER Accredited Insuranct— ' ' " THIS -CERTIFICATE IS'ISSUED AS A MATTER OF INFORMATION s 6099 Hollywood Blvd ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Hollywood, FL 33024 TER THE COVERAGE AFFORDED BY THE POLIC LOW. —_•_ j Phone (954) 964-5484 Fax (954) 864-0772 INSURERS AFFORDING COVED m NAIC # INSURED DEPENDABLE SHUTTER SERVICE, INC INSURt RA CANOPIUS US INSURANCE 4741' SW 45TH STREET INSURER•B: —_---_ —_ D'AVIE. FL 33314 INSURER C:— INSURER D. INSURER E: j COVERAGES _ INSURER K: THE P.OUCIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSUREO NAMEDABOVE FOR THSPOUGY PERIOD INDICATED. NOTWITHSTANDING ; ANY REQUIREMENT, -TERM OR CONDITION OF ANY CONTRACT OR O'1'j1ER DOCUIMENT WITN•RESPI=CT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE•AFFORDEb BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS ANb 'CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED B1f RAID CLAIMS. INSR, AOD'L 3 LTR; HI8RQ: _ TYPE OF INSURANCE GENISRAL LIABILITY ©•COMMERCiAL•GENERALLIABILITY 100 CLAIMS MADE © OCCUR A ❑ ; ❑ POLICYNUM13ER POLICY EFFECTIye GATE lA�I/D POL•ICY.EXPIRATtoN oaTE r,�6Am M j LIMITS I(KEJR-P 03/29/15 03/29/16 EACH OCCURRENCE 1,000,000 DAMAGET .R D PREMISES EB ) — 100,00 •5,0001 MED EXP (Anyone person) PERSONALS ADV INJURY 1,000 OOOi I ❑ GENERAL AGGREGATE 2,000,000 1 PRODUCTS-COMP/OPAGG 1,000,000 IGEN't.AGGR11GATELIMIT APPLIES PEP. ® POLICY'❑ PROJECT ❑ LOO AUTOMOBILE LIABILITY ❑ ANYAUTO COMBINED SINGLE LIMIT Ea agwen ❑ ALL OWNED AUTOS ❑ ❑ SCHEDULED AUTOS ! • ❑ :HIRED AUTOS ❑ NON OWNED AUTOS(Per ; ...�—•----..::.# BODILY INJURY Par n _ BODILY INJURY aoddenl) -- -- ❑PROPERTY — DAMAGE _ 1 ❑ Per aoddent GARAGE LIABILITY AUTO ONLY • EA ACCIDENT ❑ 1 ❑ ANY A UTO _ OTHER THAN '96ACC AUTO ONLY: AGG EACH OCCURRENCE EXCESSfUMBRELLA•LIABILITY ❑ ❑ OCCUR ❑ CLAWS MADE AGGREGATE 1 1 DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ❑WC T TU- ❑ TH- E.L. EACH ACCIDENT ANY PROPRIETOR I PARTNER 1 EXECUTIVE OFFICER I MEMBER EXCLUDED? Ir yes. describe under SPECIAL PROVISIONS* below - -- ---- I E.L, DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT_ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS /VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/ GLASS & GLAZING CONTRACTOR CERTIFICATE HOLDER CITY OF MIAMI SHORES 10050'NE 2ND AVENUE MIAMI SHORES, FL 33138 I ACORD 26 (2001/0B) QF CANCELLATION SHOULD ANY.OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE• ISSUING INSURER WILL ENDEAVOR TO MAIL 30 'DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO -SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. 1 AUTHORIZED REPRESENTATIVE 0 ACORD CORPORATION 1988 ��Fsp� CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 01/08/2015 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 endorsements . PRODUCER A T NAME Bouchard Insurance for WBS P.O.Box 6090 Clearwater, FL 33758-6090 PHONE g66 293-3600 ext. 823 Fax E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC p INSURER A. American Zurich Insurance Comoany 40142 INSURED Workforce Business Services, Inc. Alt. Emp: Dependable Shutter Service Inc 1401 Manatee Ave. West Ste 600 INSURER 8 INSURER C : CLAIMS -MADE F� OCCUR Bradenton, FL 34205-8708 INSURER 0: INSURER E: W SURER F : O ED $ COVERAGES CERTIFICATE NUMBER:14FLO79807676 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 LTRR TYPE OF INSURANCE DDLSUSR `j 0 D9 WVD POLICY NUMBER POLICY MS Y YY POLICYEXP COMMERCIAL GENERAL LIABILI'T'Y EACH OCCURRENCE S CLAIMS -MADE F� OCCUR O ED $ MED EXP Any acre person S PERSONAL 8 ADV INJURY S GENERALAGGREGATE S RGEN'LAGGREGATELIMITAPPLIESPER: POLICY 1:1JEC LOC PRODUCTS-COMPIOPAGG $ S OTHER: AUTOMOBILE LIABILITY a e dent LIMITS BODILY INJURY (Per Person) S ANY AUTO ALLOS�D SCHEDULED BODILY INJURY (Per acddenO S PROPERTY DAMAGE S Per eedde NON -OWNED HIRED ALTOS AUTOS S UMBRELLALIAB OCCUR EACHOCCURRENCE $ AGGREGATE S EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ 1� WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y 1 N OFFICERIMEMBER EXCLUDED? (Mandatory In NH) NIA WC 90-00-818-04 12/3112014 12/31/2015 X P E 1t E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE- EA EMPLOYEE S 1,000.000 E.L. DISEASE- POLICY LIMIT S 1,000,000 !ryes. describe under DESCRIPTION OF OPERATIONS below Location Coverage Period: 12/31/2014 12131!2015 Cllent# 002837 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, —y be atla06chad H mare apace Is required) Coverage Is provided for Dependable Shutter Service Inc License BS00085 only those co -employees 4741 SW 45th St of, but not subcontractors Davie. FL 33314 to: CERTIFICATE HOLDER CANCELLATION City Of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores, FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 01988-2014 ACORD CORPORATION. All rights reserved. 0- }'�iJnladis- LEAD SOURCE: EXCELLENCE IN IMPACT GLASS, ACCORDIONS & ROLL -DOWNS W-fG HIGH RISE SPECIALISTS DEPENDABLE SHUTTEBMGLASS LICENSED & INSURED The company you can DEPEND on! C'• Rn/-Jw.0003 954.583.1411 e www.dependableshufter.com DEPENDABLE SHUTTER AND GLASS • Phone: 954.583.1411 • Fax: 954-791-0840 4741 ORANGE DRIVE, DAVIE, FLORIDA 33314 CC# 06 -BS -00085 • CC# 05 -AE- 408-X • CC# U-2115>6�• C U-21693 PROPERTY OWNER: /JvL OR'/Z be 44 f%l f,4 PURCHASER/AGENT- o„s r to - g/'7 OF NOT PROPERTY OWNER) ® 'J JOB SITE ADDRESS: IW14-"l Q&TE: An?rezaz y4dew. 786 W-1 46 TIMATED RESIDENCE TELEPHONE EMAILAD RESS CELLPHONE DELIVERY: //' Sfltr�S !3d • /6 ” /iiGiq //�l�iyrl /crvRt �iinr�aw5 �� it '' /ao - G�6 .. ri /�/1s �✓ �e�/5' Sw�C®Gocd�s •' /J'0 1% %/!r6 tlsigrs<�' !fit •Ae 9" MWW- 4e, 40/104, 1r" 1AW a4 .rr,.ca lelow2 PRODUCT: R IMPACT WINDOWS/DOORS O ROLL DOWNS COLOR FRAMES' °— O ACCORDION O NON -IMPACT WINDOWS/DOORS TINT: /C TjN9' OPENIT SIZES: I.. 53r),. %67Xy-1' 'R owlw 7YY39 HQ 3. , 3yu,-j , A61 ,. -- 0 5 "X+ I s 5. ;e 7'V'57 -- - 7, 38XcSI ° 1-2. - 8..3e Xsl ,PG 23. 9. ,5.3X.Y'/+sH 24. — - — — It ° . 10. .3 74);P 25. 12.53)(3® ,/%2 26. s 36 �� • f/s 27. 121 1dc 5"3X32 'NRza. sa'!' /9x 1 rb R 30. NOTES: ��,� y Seller shall have the right at any time to review contract, terms and cancel if / �J such review Is not acceptable to Its Engineering Review Department In the - - REGULAR SALES PRICE $ G1rJ event of cancellation by Seiler any deposit win be refunded. W ,,�✓ BUYER'S RIGHT TO CANCEL' This is a home solicitation sale, and if you pr not want providing written notice to the seller in person, b telegram, or by mall. This ten goods or services, you yy cancel this agreement is TOTAL CONTRACT notice must Indicate that you do not want the goods or services and must be / Cai ✓� delivered or postmarked before midnight of the third business day after you G/ • sign this agreement If you cancel this agreement The seller may not keep DEPOSIT 09 all or any part of any cash down payment Gif Et— �� Examted in three cop py of which was delivered to, and receipt is *BALANCE DUE ��( I'7�$ • / / O hereby acknowledge b u , this _day of 20 _ (ON DATE OF INSTAL DN REGARDLESS OF ANY OPEN INSPECTION: +� Purchaser CUSTOMER INITIALS Purchaser CONSULTANT I7�/4x�✓E Maintenance Highly Recommended FDndle Shutter and Glass wail offer the original purchaser lubrication and maintenance once or twice a year as From the date of installation, a minimum of a $100.00 charge is due each time this service is provided. WHITE - OFFICE YELLOW - CUSTOMER Name: Ortiz—De—La—Renta—Raul Job# 4040 Address: 1210 N.E. 96th Street, Miami Shores FL 33138 Mean Roof Height 14 Building Width 50 Building Length 50 Type of Structure Single Family House Page 1 of 2 f;SO4G DEPENDABLE SHUTTER �xk� � 8LA88 Thr rempony ytm can DEPEND nn: Office: 954-465-1411 Fax: 954-791-0840 # Size Product I Approval # 1 53 X 51 impact Glass 11-1031.06 2 19 X 39 Impact Glass 11-1031.06 3 53 X 51 Impact Glass 11-1031.06 4 53 X 51 Impact Glass 11-1031.06 5 26 X 51 Impact Glass 11-1031.06 6 26 X 51 Impact Glass 11-1031.06 7 37 X 51 Impact Glass 11-1031.06 8 37 X 51 Impact Glass 11-1031.06 9 53 X 51 Impact Glass 11-1115.08 10 37 X 39 Impact Glass 11-1115.08 11 19 X 26 Impact Glass 11-1115.08 12 53 X 38 Impact Glass 11-1031.04 13 37 X 38 Impact Glass 11-1031.06 14 53 X 38 Impact Glass 11-1031.04 15 37 X 38 Impact Glass 11-1115.08 Name: Address: Ortiz—De—La—Renta—Raul Job# 4040 1210 N.E. 96th Street, Miami Shores FL 33138 Mean Roof Height 14 Building Width 50 Building Length 50 Type of Structure Single Family House Page 2 of 2 DSOG OEPENOARLE SHUTTER,Z ', ®LASS Thr comp "y Jnw raw DEPEVD m.1 Office: 954-465-1411 Fax: 954-791-0840 # Size I Product I Approval # 16 19 X 39 Impact Glass 11-1115.08 17 48 X 41 Impact Glass 11-1031.06 18 111 X 38 Impact Glass 11-1031.04 19 74 X 37 Impact Glass 11-1031.04 20 19 X 39 Impact Glass 11-1115.08 21 74 X 38 Impact Glass 11-1031.04 FLORIDA BUILDING CODE 2010 - ASCE/SEI 7-10 - WIND LOAD TABLES -170,176 mph - Enclosed Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED WIND PRESSURES IN PSF 470 MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees • PD§i:ivcA43.4 tivg• Positive Negative • z4 & z5• z5 : z4 & z5 z4 z5 ••OA5 3+4.646.1• 21-30 37841.0 50.6 •16-20 39°8•49.0- 1 49.2 53.4 65.9 40.2 436 53.8 _ 0 „4q 3. 43.7 47.4 58.6 ,6 -40 .5 46.1 46.5 50.4 62.2 41;50 • 1,60 .6• 4k3 48.3 1.22-4* 50.2 •(?L$• 48.7 50.654.9 52.8 65.2 67.8 •WCATION •EXAMPLE IjRaVARD WW zi, PALM BEACH AND •••i DTHEB•COUNT IES WIND PRESSURES IN PSF 47A MPH VELOCITY - EXPOSURE C Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Positive z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 36.7 39.7 48.9 40.1 43.4 53.6 16-20 39.0 42.2 51.9 42.6 46.2 57.0 21-30 42.4 46.0 56.6 46.3 50.2 62.1 31-40 45.1 48.8 1 60.1 1 49.2 53.4 65.9 41-50 47.2 51.2 63.0 51.6 56.0 69.1 51-60 49.1 53.2 65.4 53.6 58.2 71.8 LOCATION EXAMPLE MIAMI -DADE COUNTY WIND PRESSURES IN PSF 47n MPH VELnCITY - EXPOSURE D Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative =zz4 z4 & z5 z4 z5 z4 & z5 z4 z5 0-15 42.0 45.5 56.0 45.9 49.8 61.4 16-20 44.2 47.8 58.9 48.2 52.3 64.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3 31-40 49.8 54.0 66.4 54.4 59.0 72.8 41-50 51.8 56.1 69.0 56.6 61.3 75.7 51-60 53.4 57.8 71.2 58.4 1 63.3 1 78.2 LOCATION EXAMPLE BRM ARD COUNTY, PALM BEACH AND OTHER COUNTIES • A •••• GENERAL NOTES: 1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS WINDOWS AND OORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. t LIYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANA ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family dwellings. For building <= 30ft exposure B prevails In the upwind direction for a distance greater than 1500 ft For building > 30ft exposure B prevails In the upwind direction for a distance greater than 2600 ft or 20 times the building height, wichever is greater. Based on the FBG HVHZ, use Exposure C when building is located in Exposure B 5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure C will apply when exposure D and B do not apply. 8- EXPOSURE D (Section 26.7.3) - Flat, unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height, whichever Is greater 7- BUILDING CONSIDERED ENCLOSED - All glazing shall be impact resistant glazing or protected with an impact resistant covering. 8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH 9- TOPOGRAPHIC FACTOR Kzt=1 - (FLAT TERRAIN) 10- DIRECTIONALITY FACTOR Kd =.85 (Wind Directionality Factor) 11- TRIBUTARY AREA: 10 SQF 12- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimenslon or 3 ft. WIND PRESSURES IN PSF 47A MPH VELOCITY - EXPOSURE D Building Roof Slope less than Height 10 degrees Roof Slope greater than 10 degrees ative Positive Negative =zz4 z5 z4 & z5 z4 z5 16-20 46.8 A9.3 50.7 Z74 48.6 51.1 52.8 65.1 55.4 68.5 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 52.8 57.2 70.4 57.6 62.5 77.1 41-50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION EXAMPLE MIAMI-DADE COUNTY Roof Slope E N G C O, inc. Engineering Services - CA 8116 a z51 z4 I 5595 Orange Drive 201 a DAVIE - FLORIDA 33314 za I 51 chi Tel: (954) 585-0304 Q IZS11 MEAN HEIGHT ��E-mail: Eng @AOL.com 8 y9 VlWTh r 0. / a $ J`aC� f 9 8�J APR 14 2015 a<=BW x0.1 ora<=hx0.4 BW less or equal than BL a must not be less than a=3feet or a=0.04xBW PEDRO DE FIGUEIREDO PE52609 NOT VALID W/OUT SEAL 12/12/2014 04/09/2012 - F:\01 Proled FIIeS\ 2010-MPSWOO Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH I MRH <_ 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE'D' BASED ONKd=0.85 INTERIOR 2014E 4 PRESSURES IEXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO ORST CASE' PRESSURES. 'WORST CASE' IS - DEFINED AS THE C I?ITIONWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO D FOR THESE TABLES. 2. TABLES VALID 0 4 F ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F R °,o x, �A APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHA `B INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B L. A,UE" OF HEIGHT. IF THE MEAN ROOF HEIGHT - CANNOT BE IDENTI D EAX R 5. ALWAYS ROUND LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI E OP NING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP, ). THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- • RAL MULLS. IF THE TRIBUTARY AREA OF AN OPE CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO 0 THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS B SH D, 1 GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. S. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd-1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. Mean DESIGN PRESSURES (PSF) -ZONE 4 Roof TributerV Area (Sq Ft Height 10 15 1 20 25 30 35 40 50 30 -49.1 -47.9 -47.1 -46.4 -45.9 -53.3 -52.5 -51.8 4� 0 -10 ft +45.3 +44.1 +43.3 +42.6 1 +42.1 +41.6 +41.2 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 -54.2 -53.4 -52.7 -52.0 11 ft -50.0 -48.7 -47.9 -47.2 -46.7, 4 .6 zS 1 lift +46.1 +44.8 +44.0 +43.3 +42.8, +42.8 +42.3 41 6 1 +41.2 -50.7 -49.5 -48.6 47.9 -47.4 -55.9 -55.0 -54.2 -53.5 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 1.9 -51.4 -50.2 -49.3 -48.6 -48.0 +43.4 +42.9 +42.5 +42.2 13 ft +47.4 +46.2 +45.3 +44.6 +44.0 -56.7 -55.8 -54.9 5 -53.6 -52-1 t5O.8 -49.9 -49.2 48.7 48 +43.6 +43.1 +42.8 14 ft +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 -54.3 -14ft -52.7 -51.4-50.5 +45.2 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 +48.6 -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 16 ft +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 16 ft -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 17 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 j +45.2 +44.8 +44.5 +48.4 -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 79.2 18 ft +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 1 +45.7 +45.3 +44.9 .9 -54.9 -53.6 -52.7 -51.9 --5 0..88 -50.4 0.0 -49.6 19 ft +50.6 +493 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.13 +48.4 -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 20ft +49.8 +48.8 +4.1+51.1 +-541.3 7.5 +46.9 +46.5 +46.1 +45.8 .1imlIzv -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 22ft +52.0 +50.6 +49.6 +48.9 +4.2 +47.7 +47.3 +46.9 +46. 5 +48.9 -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 24ft +52.7 +514 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 +51.4 .4 26ft+53.5 +49.0 +52.1 +51.1 +50.3 +49.7 -71.6 3 +4 -65.2 -58.8 -57.3 -56.3 -55.5 -54.9 4 28ft 5 +52.1 +51.1 +50.3 +54.2 +52.8 +51.7 +51.0 +50.3 +-5 -67.7 -66.1 -59.5 -58.0 -57.0 -56.2 -55.6 +54.2 +52.8 +51.7 +519.+50.3 +54.8 +534 +52.4 +51.6 +50.9 +30ft -73.4 -70.5 68.5 166.9 -60.5 -59.0 -58.0 -57.2 -56.5 -5 . " +54.8 +53.4 5 . 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50 -71. 9.9 - -61.4 -59.9 -58.8 -58.0 -57A 33 ft +55.8 + .3 +53. 36 ft +56.6 +55.1 +54.1 +53.2 +52.6 ; 75.8 -72.8 3 -69.0 -62.5 -61.0 -59.9 -59.1 -58. +5 6 +5 +54.1 40 It +57.6 +56.1 +55.1 +54.2 + +53.0 +52.5 +52.0 +51.6 -70.3 -63.8 -62.3 -61.2 -60.3 .6 -59.0 -58.5 -58.1 -57.7 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 +54.2 -65'0 -63.4 -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -5 soft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53. -66.1 -64.5 -63.3 -62.5 -61.7 -61.1 -60.6 -60.1 -59.7 55 ft +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 -74.8 -67'1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5-61.1 +59.9 -60.6 60 ft +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 -81.6 -78.4 -76.1 +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 Mean DESIGN PRESSURES PS -ZONES Roof Tribute Area Ft fight 1d • 15 20 25 30 35 40 1 45 50 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 0 -loft +45.3 +44.1 +43.3 +42.6 1 +42.1 +41.6 +41.2 +40.9 +40.6 -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 11 ft +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 12 ft ]-62.6 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 +46.2 +45.3 +44.6 +44,0 +43.6 +43.1 +42.8 +42.5 . -61.8 -60.0 -58.6 -57 56.5 -55.7 -54.9 -54.3 -14ft +48.0 +46.8 +45.9 +45.2 A.6 +44.1 +43.7 +43.3 +43.0 .1 -52.5 -60.7 -59. -58.1 -57.2 -56.3 -55.6 -54.9 15 ft +48.6 +47.3 +46.4 .7 +45.1 +44.6 +44.2 +43.9 +43.5 65.8 -63.2 -61.4 60.0 -58.8 -56.2 -55.5 16 ft +49.2 +47.9 +46. 7 +44.0 -66.5 -63.9 -6X.0 - .6 .8 -56.1 17 ft +49.7 +48.4 47.4 .7 .8.+44.5 -67.2 -64.5 -62.7 .2 5" .0 -5 1 7.4016*.*7 18 ft +50.2 .9 +47.9 + .2> +461 -67.8 5.1 -63.3 -6 . - .7 19 ft +50. +49.3 +48.4 +47.6 +47. .1 +45.7 4 -65.7 -63.8 20 ft 51.1 +49.8 +48.8 .1imlIzv -69.6 -66.8 -64.9 -63 . 1 22 +52.0 +50.6 +49.6 +48.9 .2 +47.7 +47.3 +46.9 -70.6 -67.8 -65.9 .3 -63.1 -62.0 -61.1 - . -59.6 24 ft +52.7 +51.4 .4 +49.6 +49.0 +48.5 + +47.6 + -71.6 .8 -66.8 -65.2 -64.0 -62. -62.0 -6 -60.4 6 ft 5 +52.1 +51.1 +50.3 +49.74-449.1 +48-.1,.+48.3 +47.9 72.5 -69.7 -67.7 -66.1 S0 -63.7 2.8 -62.0 -61.2 ft +54.2 +52.8 +51.7 +519.+50.3 If + .8 +49.3 +48.9 -73.4 -70.5 68.5 166.9 65 64.5 -63.5 -62.7 -62.0 30 ft +54.8 +53.4 +, - :4 +51.6 0.9 +50.4 +49.9 +4 . +49.1 74.6 -71. 69.6 - 66.7 65.6 -64.6 3.7 -63.0 33 ft +55.8 + .3 +53. +52.4 +51.8 +.51.2 +50."f +50.3 +49 75.8 -72.8 .7 -69.0 -67.7 -66 65.6 64.7 +5 6 +5 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 -77. -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 40 It +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 - 3 -66.5 45 ft +58.8 +57.3 +56.2 1 +55.3 +54.6 +54.0 +53.5 +53.1 7 -80.2 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 soft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 -81.6 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 -69.7 -68.8 5 ,kkO.9 1 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 -82. - 9.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 60 ft +61.9 +60. AERI +58.2 1 +57.4 +56.8 +56.3 1 +55.8 1 +55.4 GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN ED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSUR PE FLED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OC U CIES.OPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT ALI O HILLY N. INTERNAL PRESSURE COEFFICIENT (GCPI=+/-0.18) FOR USE EN 'SrD .CTU ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH BU ING D ARTMENT. HVHZ - HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS D VER CAL SURFACES ONLY. 3 ESE CH TS ARE NOT VALID AS -SPECIFIC DRAWING. THESE TABLES ARE ONLY ALID WHEN SIGNED & RAISE D BY L. BENNARDO, P.E. 4. THISSPECIFICATION DED TO ILLU TE DESIGN WIND PRESSURES AS LISTED. USEPF-TH ES E TAB D ING WI D VELOCITY, EXPOSURE, AND OTHER FICIEINTS LI N NO VERIFIED BY THE GOVERNING ILDING DEP OLDER;-, FOR APPLICABILITY OF TABLE VALUE USE IS OFF D 5. THIS SPECI 0 I T RAN PRODUCT APPROVED CERTIFICATIO RE R. ARA L MITTED TEST CRITERIA AND OTHER VALUES ICH IS T 6. A^ ERE TO ALL rFEGRITY OF THE HOST STRUCTURE. NO ADDITIONAL CERTIFICATIONS OR a= 10% OF T3113E-4QENRH, FLAK Kwr WHICHEVER IS SM CUFF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 E QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE ECIFIC INTERPRETATION IF REQUIRED. ROOF a EAVE HEIGHT µ ROOF ' 1 HEIGHT 5 5 ® 5 5 5 WALL ZONE FIGURES f ISOM C o 8 REMARKS DRWN CHKD DATE 3 ® C �.. 09 QENGINEERING O jINR ISSUE GSS TSB 03/05/12 2010 FLO ILDING CODE m cREV TSB 04/09/12 E^MRc��m ADJ0U �I- (A _ DESIGN LOADS FOR COMPONENTS & CLADDING z .403 • 160 SW 12th AVENUE, #106 rp Boa 9 � N - MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 8 a W O THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, 7' 0 . PH: (954) 354-0660 FAX: (954) 3540443 o � RE AND SHAD. NOT BE REPRODUCED IN WHOLE OR PART c� O Z -P WfIAOERATIOENDDITINf,HIGHUFRANK L.BENNARDO,P.E ASCE 7 10 WWW•ENGEXP.COM F7 N "ALTERATIONS, ADDITIONS, HIGHUGHIING, OR OTHER CERT OF AUTH #988.5 in �' MARKINGS TO THIS DOCUMENT ARE NOT PERMRTED AND - I-•` r. imvAi neTF m is mpTm ATinti rE! MIAMI-DADo MIAMI--DADE COUNTY, FLORIAA. PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade gov/peva/ CGI Windows & Doors 10100 N.W. 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 PERA-Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane DESCRIPTION�GSerfies i°Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled Series "120 Sentinel Alum. Hori& Sliding Wdw. (S.M.I.) (L.M.I.)", sheets I through 11 of 11, dated 03/29/2010, with the latest revision `S", dated 10/10/11, prepared by Al-Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- ro uct on o MISSILE IMPACT RA G: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a u ame or logo, city, state, model/ series and following statement: "Miami-Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal .application has been filed and there has been no change in the applicable building code negatively 'affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 104510.12 and consists of this page 1, evidence pages E-1 and E--2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 11-1031.04 MIAMI. o t xpiration Date: September 22, 2015 �s Approval Date: January 12, 2012 19,12 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0510.12) 2. Drawing No. W10-18, titled Series "120 Sentinel Alum. Horiz. Sliding Wdw. (S.M.I.) (L.M.I.)", sheets 1 through 11 of 11, dated 03/29/2010, with the latest revision no. "B", dated 10/10/2011, prepared by Al Farooq Corporation, signed, sealed and dated 1/13/2012 by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC' 2411 3.2.1, TAS 202-94 along with marked --up drawings and installation diagram of horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HT"080-0102-10, dated 06/04/2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 05/05/2010, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-0510.12) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) -E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/10, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. 3. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated 7/17/2008, expirin' on 12/11/2013. r Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. . STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2010, dated October 06, 2011, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated May 05, 2010, signed'.and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-010.12) 3. Laboratory compliance letter for Test Report No. IITL-00804102-10, issued by Hurricane Test Laboratory, LLC, dated June 04, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 10-010.12) 4. Proposal No. 094032 issued by Product Control, dated October 22, 2009, signed by Manuel Perez, P. E. (Submitted under previous NOA No. 10-010.12) G. OTHERS 1. Notice of Acceptance No. 100510.12, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window:-- L.M.I.", approved on 09/22/2010 and expiring on 09/22/2015. .laime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1031.04 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 f TYPICAL ELEVA11ON 8" FALSE (SURFACE 26 5° 32 71W HI 32 FLANGE & FLANGE ADAPTOR FRAMF ig LITES & MTG. STILES ON SHEET 2 Iyh�91C1i�uls EQUAL LEGE SERIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER (AADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. MRODUCrR6Vt%a —=C*.gbwmwaFkrtar, aaecallo 11-10 A ®fie Qo e P CweP LAMINATED GLASS 6T INSULATING LAM. GLASS a SMALL MISSILE—IMPACT < m LARGE Misoll4 .1pkgT 0 E�rt IJAVAD '• S 0 Xl drawing na. ,�A�V 012 W10-18 sheat 1 of 11 B p II n 32 71W HI 32 FLANGE & FLANGE ADAPTOR FRAMF ig LITES & MTG. STILES ON SHEET 2 Iyh�91C1i�uls EQUAL LEGE SERIES 120 SENTINEL ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER (AADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. MRODUCrR6Vt%a —=C*.gbwmwaFkrtar, aaecallo 11-10 A ®fie Qo e P CweP LAMINATED GLASS 6T INSULATING LAM. GLASS a SMALL MISSILE—IMPACT < m LARGE Misoll4 .1pkgT 0 E�rt IJAVAD '• S 0 Xl drawing na. ,�A�V 012 W10-18 sheat 1 of 11 DESIGN LOAD CAPACITY - PSF (XOR SIZES) FLANGE DMS. DESIGN LOAD CAPACLRY - PSF (%0 OR O% SM) OLL4 77Pt6 'A'&'Al' I OM TYPES '9'&`BL' WIDTH FLANGE DIMS. BUCK DBMS. GL4S9 TPP69 'A'&'Al' GASB TYPIIB 'B'&'BI' WIDTH HEIGHT WIDTH HEIGHT EKL(+) INT.(-) EXT.(+) INT.(-) 26-1/2° 37' 53-1/8' 74' 26° 25-1/2° 36' 62-1/8° 73' 25" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 90.0 65.0 65.0 8D.0 90.0 65.0 65.0 80.0 90.0 26-1/2° 3 • 38-3/8° 25-1/2' 3° 82-1/8' 73' 37-3/8' 65.0 85.0 80.0 90.0 65.0 65.0 80.0 90.0 an ,e ° 65.0 65.0 50.0 90.0 65.0 65.0 80.0 90.0 26-1/2° 37' 53-1/8° 74' 80-5/8' 25-1/2' 36' 82-1/8° 73' 49-5/8' 65.0R65.0 80.0 90.0 65.0 80.0 90.0 68A 80A 90.0 65.0 80.0 90.0 26-1/2' 37' 53-i/8' 74' 63' 25-1/2' 36' 52-1/8° 73' 6� 65A 80.0 90.0 65.0 90.0 90.0 65.0 80.0 90.0 60.2 74.3 74.3 74' 63' 73' 62' -80.0 90A 'k DESIGN LOAD CAPACITY - PSF (XOR SIZES) FLANGE DMS. BUCK DIMS. OLL4 77Pt6 'A'&'Al' I OM TYPES '9'&`BL' WIDTH HEIGHT WIDTH FBSIchR EXI'.(+) INT.(-) I EXTj+) IM.(-) 74' 108-1/4' till 28° 73' 105-1/4° 110° 25° 85.0 65.0 80.0 90.0 85.0 65.0 80.0 90.0 65.0 65.0 B0.0 90.0 74' 108-1/4' 111° 3/8' 73' 105-1/4' 110' 37-3/8' 165.0 65.0 65.0 80.0 90.0 85.0 80.0 90.0 68.0 80.0 90.0 74 106-1/4' 111' 50-5/8' 73' 105-1/4" 110' 49-5/8' 88.0 80.0 90.0 65.0 88.0 80.0 00.0 6&o 85.0 80.0 90.0 74° 106-1/4° 111° 63' 73' 108-1/4' 110" 62" 86.0 65.0 80.0 90.0 51.6 61.8 1 75.2 1 78.2 60.0 60.0 1 7&4 78.4 111 ° drawing no. 110' or 80.0 It *ADDL ANCHORS REQUIRED AT CENTER OF UTES AND MTO. SALE ENDS (1/2V* (1/2W) G OPERATING VENTS TO THE WINDOW WIDTH XO OR OX' OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH �Xox. 'C r T1P. BUCK DORS $' EYP. SUCK DIMS FLANGE FRAME EQUAL LEG FRAME FLANGE DUO E8 STD. MAG. RAIL LIMB MAX. LOAD TO f65.0 PSF E4 DESIGN LOAD CAPACITY - PSF (XOR SIZES) FLANGE DIMS, I BUCK DBMS. I GASB WM 'WWAL' CIA 3.4 TTM 'B'&'Bl' WIDTH New WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) WT.(-) 74' 105-1/4' III" 28' 73' 105-1/4' 110' 20' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 80.0 74' 105-1/4' 111' 38-3/8" 73' 105-1/4' 110' 37-3/8' 66.0 65.D 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74' 50-5/8" 73' 49-5 8" 65.0 65.0 80.0 90.0 74° 63' 73' 62' 85.0 65.0 80.0 90.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' H.D. MTG. RAIL' LIMIT MAX. LOAD TO +80.0 -90.0 PSF EQUAL LEG FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCADS-DEC-219 `moFwrir II c rr• eomlr•i "' � $ (1/4W) 0a - 0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' H.D. MTG. RAIL' LIMIT MAX. LOAD TO +80.0 -90.0 PSF EQUAL LEG FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCADS-DEC-219 `moFwrir II c rr• eomlr•i "' � $ 0a - 0 ` '� ' 0,m 0 S o ,KVAD i.A.1��'3838 (.• •�� drawing no. 201 W10-1811 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' E5 STD, MTG. RAIL• LIMIT MAX. LOAD TO ±65.0 PSF E4 DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (x0 on ox SMS) BUCK DIMS. BUCK DIMS. tOASS TYPES 'A'&'A1' 01.45.9 TYPES 'B'&'B1' WIDTH HEIGHT EXT.(+) MT.(-) EXT.(+) TNT.(-) 25-1/2° 36' 52-1/8' 73° 25' 65.0 65.0 60.0 80.0 65.0 68.0 80.0 80.0 65.0 65.0 80.0 80.0 85.0 65.0 80.0 80.0 25-1/2° 36' 52-1/8' 73' 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 1 65.0 65.0 80.0 80.0 25-1/2' 38`48-5/8' 52-1/8' 73' BD.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 60.0 85.0 65.0 E0.0 80.0 85.0 65.0 1 80.0 1 80.0 25-1/2' 38"�° 52-1/8' 73" 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 85.0 80.0 80A 802 60.2 50.0 80.0 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' E5 STD, MTG. RAIL• LIMIT MAX. LOAD TO ±65.0 PSF E4 DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACPPY - PSF BUCK DIMS. GLOM TYPES 'A'&'Al' OIA88 TYPES 'B'&'BY WIDTH HEIGHT EXT.(+) Bdf.(-) EXT.(+) SWIG(-) 73' 108-1/4' 110' 25' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4" 110° 37-3/8' 65.0 68.0 80.0 60.0 60.0 530 80.0 80.0 65.0 65.0 80.0 80.0 73' 105-1/4" 110' 49-5/8' 65.0 630 1 80.0 80.0 65.0 030 80.0 BD.0 85.0 630 80.0 80.0 73' 105-1/4' 110" 62' 55.0 ao 60.0 1 80.0 61.8 61.8 80.0 60.0 BOA 80.0 80.0 80.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' BUCK DIMS FIN FRAME H.D. MTG, RAIL' LIMIT MAX. LOAD TO ±80.0 PSF DESIGN LOAD CAPACPPY - PSF (1/'�'%) (1/3W) (I/ 1, all BUCK DDdB. cMm 'A'&'Al' GL4f38 TYIT9 WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' BUCK DIMS FIN FRAME H.D. MTG, RAIL' LIMIT MAX. LOAD TO ±80.0 PSF OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUCE REVISED ncapoencoNe Il-I031�OV u e 1 du P d ret Ca8[ol FIN FRAME . NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 drawl t 13''4 W10-18 sheet 3 of 11 DESIGN LOAD CAPACPPY - PSF (XOX SIZES) BUCK DDdB. cMm 'A'&'Al' GL4f38 TYIT9 WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 65.0 88.0 80.0 8D.0 103-1/4° 25' 88.068.0 80.0 80.0 110' 68.0 68.0 80.0 80.0 73" 88.0 68.0 80.0 80.0 108-1/4" 37-3/8" 85.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 73` 49-5/8' 830 65.0 80.0 80 o 73° B2" 65.0 65.0 80.0 80.0 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' PRODUCE REVISED ncapoencoNe Il-I031�OV u e 1 du P d ret Ca8[ol FIN FRAME . NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 drawl t 13''4 W10-18 sheet 3 of 11 AMA. GLASS .075" PV8 INTERLAYER VANCEVA COMPOSITE BY 'SOLUTW OR .G90" PVB INTERLAYER 77-1/8' MGBY'SOLUTIA'SGP WERLAYER PONT' ANN, GLASS SILICONE F GE 1200 (� DOW CORNING 899 , . 4 iui—�L DOW CORNING 995 _ 14 o 1�ov) GLASS TYPE 'Al' 0.70. OVERALL INSUL. LAM. GLASS HEAT STREN'D GLASS .075" PVB MTERLAYER VANCEVA COMPOSITE BY 'SOLITIA' OR 080' PVS WERLAYER Sf WG BY 'SOLUIIA' OR 080' SGP INTERLAYER DY 'DUPONT' 1/8" HEAT STREWD GLASS SILICONE GE 1200 /DOW CORNING 899 / DOW CORNING 995 GLASS TYPE 'H' 5/18" NOMINAL LAM. GLASS J�07 °TREN'D GLASS PV8 INTERLAYER 'PACEVA COMPOSITE BY 'SOLVrW PV8 INTERLAYER NSSLBO BY 'SOL.UT41 DR SOP INTERLAYER PONT' 1/8' HEAT STREN'D GLASS SILICONE ICORNING NO DDOW CORNING 998 A / M7 GLAS3 TYPE 'B1' 0.70' OVERALL INSUL. LAM. GLASS NOTE IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED, PRODUCfMWISM II ILSAR Acc➢p,anc➢Ivo L -10360 "On J%VAV AMM � ➢ 2 drawing no. �'°f W10-18 sheet ¢ of 11 GLASS TYPE W 8/18' NOMN& LAM. GLASS 1/8" ANN. GLASS .075' PV8 INTERLAYER 1/4' AIR SPACE VANCEVA COMPOSITE BY 'SOLTTIA' 1/4° AIR OR 090' PV8 INTERLAYER 1/8' ANN. GLASSOSR EX LAG BY 'SOLS' 1/8' HEAT STREWD 1 .090° SGP INTERLAYER 8Y 'DUPONT' 1/8" A1NL GLASS SILICONE GE 1200 DOW CORNING B99 mi DOW CORNING 895 14 o 1�ov) GLASS TYPE 'Al' 0.70. OVERALL INSUL. LAM. GLASS HEAT STREN'D GLASS .075" PVB MTERLAYER VANCEVA COMPOSITE BY 'SOLITIA' OR 080' PVS WERLAYER Sf WG BY 'SOLUIIA' OR 080' SGP INTERLAYER DY 'DUPONT' 1/8" HEAT STREWD GLASS SILICONE GE 1200 /DOW CORNING 899 / DOW CORNING 995 GLASS TYPE 'H' 5/18" NOMINAL LAM. GLASS J�07 °TREN'D GLASS PV8 INTERLAYER 'PACEVA COMPOSITE BY 'SOLVrW PV8 INTERLAYER NSSLBO BY 'SOL.UT41 DR SOP INTERLAYER PONT' 1/8' HEAT STREN'D GLASS SILICONE ICORNING NO DDOW CORNING 998 A / M7 GLAS3 TYPE 'B1' 0.70' OVERALL INSUL. LAM. GLASS NOTE IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED, PRODUCfMWISM II ILSAR Acc➢p,anc➢Ivo L -10360 "On J%VAV AMM � ➢ 2 drawing no. �'°f W10-18 sheet ¢ of 11 © , IN n da v {tv r•" .p. .. 't Fd TYP.d • 4 9 a . e. d C v CA ANFa I iCAL ANCHORS � 4.$ -: I TYPICAL CHOI ' 1 BY SEE ELEV. •' p• . ••' s • .. a SEE ELEV. WOOD SUCK FOR SPACING FOR SPACING FLANGE & FLANGE ADAPTOR FRAME MUM-DADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS TYPICAL ANCHORS SEE FOR SPACING FOR SPACING 0 00 ggggg 2 3/5" M1N.- WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. o i/Ml � MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM M THE BUILDING STRUCTURE fill Z7 © , IN n da v {tv r•" .p. .. 't Fd TYP.d • 4 9 a . e. d C v CA ANFa I iCAL ANCHORS � 4.$ -: I TYPICAL CHOI ' 1 BY SEE ELEV. •' p• . ••' s • .. a SEE ELEV. WOOD SUCK FOR SPACING FOR SPACING FLANGE & FLANGE ADAPTOR FRAME MUM-DADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA MODUC r REVI" .0 pse m*wsvuhQ�cFlsrlJa 1 Nshlimco& kA. PE 76592 , Ef AcceptssmNo -p •D,%,.( CAN 1it- :1 4 yf W10--18 TYPICAL ANCHORS TYPICAL ANCHORS SEE FOR SPACING FOR SPACING 0 00 ggggg 2 3/5" M1N.- WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM M THE BUILDING STRUCTURE ' � TYPICAL ANCHORS: SEE ELEv. FOR sP�INo 2-3/5" MIN. I " ' (11"120 KSI. "2 KSI) (�r " ' EC;y M, Fy-155 KSI) INTO 26Y WOOD BUCKS OR STRUCTURES O G1 o WOOD 1-3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY qy WHEN USM THE MIN. WOOD SUCK 5 DEPTH $HALL HE 2W. THE USE OF 1-1/4" MIN. EMBED INTO CONC. OR MASONRY M ER DEEPOR BEVELED WOODSUCKS m PERMGTm DIRECTLY INTO CONC. OR MASONRY 0 $ z z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a � 9 14 SMS OR SELF DRILLING SCR(GRADE 2 CRS) 8 U o INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=.080") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" TM MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE ° INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE =1" MIN. g INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS fa = 3000 PSI MIN. M o C-80 HOLLOW/FILLED BLOCK.1Qx,JAWBS fm = 2000 PSI MIN. a Cam MODUC r REVI" .0 pse m*wsvuhQ�cFlsrlJa 1 Nshlimco& kA. PE 76592 , Ef AcceptssmNo -p •D,%,.( CAN 1it- :1 4 yf W10--18 FLANGE 1/4' MAX. sms 2 WOOD K WOOD Eal- SWEEP LOOK DPDONAL TO SPRING LOOK 4 1/4' MAX. BUCK Wm 1/4' MAX. SM 1 VENT SHRdS W16TH YPK�1. ANCHORS .�l1 O 1 O O PDR SPACING TYPICAL ANCHORS 1 > , �� sP�AcuaG o., - I - SCREENS OPTIONAL I H - - EXTERIOR XO LAYOUT ••.o w a 1BY • WOOD BUCKS c FLANGE ADAPTOR FRAME �4%ti 3 ll FLANGE ADAPTOR FRAME 0 I 1/2° TYP. 9 y a0 ot o gaao 0 tai. Ea o No a� z 2E iR IN NTALLATION DETAILS SHOWN ON PAGES 5 WD' b APKY TO• BOTH FLANGE FRAME AND ?IAt9k',*�VR FRAMES. i! a a m � ° � •� "WDUCrR CVTs&D =eompl9twhh NC FbrWecado ACleg98nre N0 i1-L031.,n� F91 A 09n MVAD AHMAD, , vie Gz .. � � .. t,' drawing no. W10-18 street B of '► � ..6 a 4: a • 4.•$ ° TYPICAL ANCHORS T �.. m •a' t SEE SELEV. FOR SPACING EQUAL LEG FRAME MIAMI—RADE COUNTY APPROVED MULUoN & MUWON ANCHORS SEE SEPARATE NOA CHOIRS � �--s� I m FOR 7 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. �I +o Z-3/�� WHEN USED THE MIN. WOOD BUCK. ANCHORS �v m z O CL Q� O tai. 0 � r 00 N N9�SwNh°ho[Tarida �ngcaft Aumplaum, %-1031 oH�; crowing no. a Q W10-1 8 aD,sTR EXP. OF NOT BY HOUSE 4 NOT BY/ l HOUSE I NOT BY FIN FRAME �4,U 0 Z 3 TYPICAL ANCHORS: SEE o". FOR sPACINO I #B SM $ (ORADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD CY 0 0 O Rim04t. 4rm'w--1 JOIN U) OOD STRUCTURE 1/4' WYL BUCK WIDTH 1/4' MAK N BY COI OAP OAP 3t FF 1/2' MR 1/2' Wit zI Zoo- BAf9CBED -.-scREENs OPT: EB HOUSE WRAP NOT BY C01 EXTERIOR a yam • F}�rw iuv O'AFI P 0WC r REV=D ° EYA: pE�q•j�gg2., �s�dyT>Ntwua mofMrws aA�u ®�mnee 1- 0 .bo a draWtng no. W10-18 dAld 132012 $neac s Of � 1 ITERS PERT � gDANT1TY D7s'BC$7PTION MA77SIUAL MANP./SUPPIJBB/REMARRS 1 EmO ,d, AD A MAD FIA. PE L71882. ' IP§3s P&OWCr RLVTSF.D pecom �wkh dm Fiorlda daeplmueNo 11"103.0 - ° �tj0 Z C j O Oaa 11' g ti1S� 8 h g$�gg E1 CGI -100 — FRAME JAMB ®FIXED GLASS 8063—TB CGI EXTRUDER E2 CGI -113 FRAME SILL 8063—T8 CGI EXTRUDER E3 CGI -102 — FRAME HEAD 8083—Te CGI EXTRUDER E4 CGI -103 — MEETING RAIL 6083-18 CCI EXTRUDER E8 CGI -104 — LOCK RA0. 808.3 T8 C01 EXTRUDER EB CGI -10S — HANDLE RAIL 8083—TB C01 EXTRUDER E7 C01-108 — SAKI RAIL 6083—TB C01 EXTRUDER E8 CGI -107 — 8/18° GLAZING BEAD 6083—T6 CGI EXTRUDER E9 Cp-108 — 0.700° GLAZING BEAD 8083—TB C01 EXTRUDER Et0 CGI -109 — FRONT FLANGE ADAPTOR 8083—T8 CGI EX7RUOER E11 CGI -110 — NAIL FIN ADAPTOR 8083—TB COI EXTRUDER E72 CGI -135 — TF FRAME JAMB ®FUtEO GLASS 8083-78 CGI EXTRUDER E13 CGI -138 — IF FRAME HEAD 6083—T8 CGI EXTRUDER E14 CGI -739 — IF FRAME JAMB 8083—T8 CGI EXTRUDER E1S CGI -14D 1" b1UNTIN 8083—TS CGI EXTRUDER E18 CGI -141 28• MULLION 8083—T8 CGI EXTRUDER Ef7 CGI—BGS — SCREEN FRAME 8063—T8 C01 EXTRUDER E18 CGI -114 — SOJ. SNAP OJ 8083—TB CGI EXTRUDER l� N K $� O$M{ rZ $ U� NM z fi O O— E19 CGI -17S — S0.! FRIER 8083—TB C01 EXTRUDER F20 COI -718 — FRAME JAMB 8083—TB CLD EXTRUDER E21 CGI -717 — Fm LOCK RAIL 6063—T8 COI EXTRUDER F22 CGI -138 TF FRAME SILL 8083—TB COI EXTRUDER E23 CGI -109 — FRONT FLANGE ADAPTOR 8063—TB CGI EXTRUDER M7 CGI -382V — GLAZING BULB VINYL (DUROMETER 76-80 SHORE A) PVC M2 CGI -111 — SCREW COVFJt (OPTIONAL) PYC — M3 CGl-172 3• ® ANCHORS EGUAL LEO COVER/SHIM PVC — M4 — 0.70D° X 0.040° BEAD GE7200 SILICONE SILICONE GE MS — 0.700' X 0.040° BEAD DOW 995 SAICONE DOW MB 0.700° X 0.040° BEAD DOW 688 SILICONE DOW M7 — 2/ LITE SETTING BLOCK EPDM — M6 — — PROSEOTO WRAP WATERPROOFING OR WUN. — — M9 684 ROLLER TRACK PVC M10 CGI -728 2 PER SASH ROLLER HOUSING NYLON — M11 W23207 NG PILE WITH CENTER FIN WOOL UL7RAFA8 OR EQUIV. v3 °!a lop UyLL S 0 $ 0� O z — a_ m Mfg COI -129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CM -131 2 PER SASH HANDLE RALL END CAP NYLON M&M M14 381—N 1 PER SASH ANi1LIFT BLACK NYLON MkM M75 — OPIIONAL RETICULATED FOAM 30 PPI — — MIS M78 CCI -134 — JAMB SPACER PVC PROTOTYPE OR EQUN. M77 A30730401-32 f PER WD. CAM LOOK ZINC TRUTH OR EQUIV. M,8 CGI -132 2PER WO. 2• SASH STOP PVC PROTOTYPE M79 CGI -111 ®FR HEAD SCREW COVER PVC PROTOTYPE N20 CGI -12S 2PER SASH SASH CAM (8/T BALANCE) NYLON M&M M22 — VARIES NI—FLO WEEP COVERS PVC AMESBURY OR WUN 52 — 2 OR 3 PER CORNER � f0 X 9 1/4" L0. PHL PH. SMS. ST/ST. ASSEMBLY SCREW — — S3 f f/4" EMBED. � 8 X 1 1/2" I.G. PHL PH. SMS, FIN ANCHOR SCREW 34 4 PER WD. � e X 1/2" PH. SMS. SI'/ST BALANCE BRACKET SCREW _ 0 1 118 8 S5 2 PER WD. !i B % ,• LG. FH. SMS. ST/S6 SPRtAL B. ASSEMBLY — 58 — — S 8 X 1/2• L0. FH. SMS. ®CGI -133 &CAM LOCK — — SB — 4 ®M. RAIL � 70 % 4• LG. PHL PH. SMB. ST/SI'. ASSEMBLY MEMO C� drawing no. W10-18 sheet g Of 11 RAO. — S9 2 PER ANTIUFT e 10 X [i/8° L4 PHL PH. SMS SF/SI: ANTILIFT SCREW E13 FLANGE FRAME HEAD O FLANGE FRAME SILL 14 FLANGE FRAME JAMB FLANGE FRAME JAMB FLUSH FRAME HEAD J MEETING RAIL 1.7ffi oas 'rY'(P��` c��'�I 1.019 '--v--�J 1.220 1.043 LOCK RAIL O FLUSH FRAME SILL ALT. LOCK FLUSH FRAME JAMB (MOVING) .a17 2.605 .065 TYP. tots .500 1.243 FLUSH FRAME JAMB (FOXED) HANDLE RAL 1.025 1.395 .745 .085 1415 SASH RAIL .QBS L.B8.._.490 70b . .120 � U 0 ZQTyp IL864�— r o$I a .050 es 5/16" GLAZING BEAD Q .700° GLAZING BEAD 1.388 1.448 e E71 NAIL FIN ADAPTER 1.398v n 180 .293 d 1.498 .080 .080 Q 0. II¢v� ¢p .086 1.413 �OWQ' 2284 15 Q FLUSH FRAME COVER O SCREW COVER J c3 LIYP. N E78 SILL FILLER q� O �t.450� ('.180 .860cm o S z � g� FLANGE ADAPTOR �+ 0 0 c� c a � e cam 15*1 JWD AWW PRcOomDpUICfRBVMM III ° F6At;7 CodowLe tlm Florhla i AMepffin�No ll -(as. Z�lZ OI cYCgatrol drawing n0. W10-1$ S2 i ® z ■a ® a2 § - 0 02§2 0 co $@��A �§§J� FRAME _ CORN 0 2 _ _ISMOM C-- _- 2 § k � �k � x \ §§[B , ' © 1 � o � i , E■§ Mob rimv,sm §| @ 2 . . ». ! COW k2§§ - __ ma,CORNER FU W\ k k _ � �z• "� ! | f ! m � 2 FIXED � RAM CORNERw�0-1 ' ■m g� g MIAMI-DADE MIAMI-DADE COUNTY k PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NPA) www.miamidade.sovluera/ CGI Windows & Doors 10100 NW 2e 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High VS4w4Vf ilfflffc—a—ne_Z�one. DESCRIPTION: Seoc"s-11110 Sentinel" Aluminum Single Bung Window — L.M.I. APPROVAL DOCU (L.M.L)", sheets 1 through 9 of 9, dated 02/02/10, with revision A, dated 08/13/10, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number iration date by the Miami—Dade County Product Control Sectio;A;E�-.: MISSILE IMPACTLarge andSm�allMffissile Impact Resistant LABELING: Each unit shall bear a permanent a e wi a manu a 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 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 # 10-0510.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. CIMAMIAPPRVE D NONo. 11-1115 .08 + couhrr7r iration Date: September 22, 2015 Approval Date: January 12, 2012 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 110 Sentinel Alum S.H. Wdw (S.M.I.) (L.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision A, dated 08/13/10, prepared by Al--Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series "Sentinel" single hung windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-00804101--10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA# 10-4510.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 04/26/10 and updated on 11/04/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM El300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-1325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. I-WMXX., U__01AA1 Manuel .E. Product Contr E4311. nor NOA Na. Ob Expiration Date: September 22, 2015 Approval Date:. January 12, 2012 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-20.07 and FBC-2010 and of no financial interest dated 10/04/11, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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 previous NDA No.10 —0510.14) 3. Proposal No. 094032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted under previous NOA No.10 —0510.11) G. OTHERS 1. Notice of Acceptance No. 10-0510.11, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 110" Aluminum Single Hung Window -- L.M.I. approved on 09/22/10 and expiring on 09/22/15. Manuel Per .E. Product Control a finer NOA No. 11- 15.08 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 53 1/8• D.LO. (FDC. UTE) 20 9/18°* MAX. A HEAD/SILL 11 II II II II 11 C II II 47 7/16' 7 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADS COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCRY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, MATERIALS INCLUDING BUi NOT UMI(ED TO METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERWS HALL MEET THE REQUIREMENTS OF 2007/2010 FLORIDA BLDG. CODE SECTION 2003.8,4. vENT WI TH EQUAL LEG FRAM ADDITIONAL ANCHORS ARE REQUIRED WHEN THE DESIGN PRESSURE IS GREATER THAN > 75 ,PSF CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 2019/16" i 52 1/8• BUCK WIDTH 47 7/16' MINS [—D.Lo. (FDC, UTE) APPUM) 20 9/16- 5 1/2• MAIL MAX. *>k HEAD/SIU. HEAD/SILL CORNERS \� 2 °n M = M J SSS c FALSEMUNTD}S� (SURFACEOL�) 47 7/16" H D.L.G. N M) INSULATING LAM. GLASS 50 1/4• VENT WIDTH SMALL MISSILE IMPACT FIN FRAME LAMINATED GLASS o H INSULATING LAM. GLASS SMALL MISSILE IMPACT ` TARGE MISSILE IMPACT I JA AtIMi� w e i o PRODU TREVISPD A.' PE 792 ffi Comp1¢tnS wh6the FTodde i . A DS 9--d-T dmwhlg no. Nb p'�2.411 W10-03 sheet 1 of 9 BUCK D{Sd5 FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DOLS UNEQUAL LITES (ORIEL TYPE) z ;i o � � e PROINJCT REVISED yy FLA PE 6 706,2 i `iBWtding Odp nnAA Tg Daft ` By drawing no. % x.011 W10-03 EQUAL LITFB INDOWS UNEQUAL IBM WINDOWS D681GN LOAD CAPACITY - M DEMON LOAD CAPACITY - PSP PLAEGE DIME. DOCK DIMS. MAW TYP88 'A'LcAI' OIABB Tnw 'B'8'B1' WI HEIGHT WIDTH NEW EXT.(+) WIDTH EXT.(+) TNT.(-) Y V. 48' e' 2�; 28-1/Y 3B° 48" 52-1/8" 28° 76.0 78.0 75.0 75.0 800 800 88.0 88A 78.0 78A 80.0 88.0 78.0 760L 88.0 78.0 88.0 10-1/8' e12" 63-1/B° 38-1/4° 70.0 18-1/8' 26-1/2° 38' 48' 82-1/8° 37-3/8° 780 76A 75.0 78.08&Q 88' 88.0 7 MO 88A 754 75.0 80.0 76.0 78A 05.0 18-1/8° 26-1/Y25-1/2' 37' SO -8/8' 18-1/8' 38' 48" 52-1/8° 48-8/8' 78.0 754 80.0 85.0 78.0 76A 80.0 85.0 76A 78.0 80.0 8&0 764 7&0 80A B&0 75.0 7&0 60A 85.0 28-1/2' 37° 49' 53-1/8' BY 25-1/2' 38° 48° 82-1/8° 62' 4 80A 8&0 75.0 760 80.0 66A 7&0 75.0 80.0 88.0 78.0 75.0 80.0 88.0 750 78.0 1 60.0 1 88A 19-t/B' 28-1/Y 37, 40' 83-1/8° 76' 18-1/8° 28-1/2' 38' 48' 82-1/6' 75' 78.0 75.0 1 80.0 1 85.0 75.0 75.0 BOA 88.0 78.0 MO 804 8&O 76A 7&0 BOA 86.0 75A 75.0 SDA 85.0 18-1/8° 28-1/2' 3Y 46-1/2' 08° 18-1/B" 26-t/2° 30° 48-1/Y Be 7&Q 75.0 80A 8&0 75.0 754 80.0 [� 88A 75A 7&0 BOA 8&0 76.01 75.0 80.0 85.0 BUCK D{Sd5 FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DOLS UNEQUAL LITES (ORIEL TYPE) z ;i o � � e PROINJCT REVISED yy FLA PE 6 706,2 i `iBWtding Odp nnAA Tg Daft ` By drawing no. % x.011 W10-03 UNEQUAL IBM WINDOWS DEMON LOAD CAPACITY - PSP VMOB DIM. BUCK DIM MA&TOP LITE GLUM TYPES '9WAl' GLASS TYPES TI'&'81' WDTH HEIGHT WIDTH HEIGHT 'A' DD6 EKL(+) INT.(-) EXL(+) INT.(-) 03-1/0' 70° 52-1/S' 75' 36-1/4" 73A 78.0 80.0 86A 40' 70° 48° 78" 38-1/4° 70.0 70.0 80.0 85.0 26-1/Y 3I' 3Y 37' 43' 88' 20-I/2' 30° 32' 38° 4Y 70-8/8' , 70.0 70.0 80.0 800 03-8/8' 78.0 70.0 80.0 86.0 84° 80° 75.0 78.0 80.0 86.0 53-1/2° 78.0 78.0 80A 880 48-1/4° 78.0 78.0 60.0 880 BUCK D{Sd5 FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DOLS UNEQUAL LITES (ORIEL TYPE) z ;i o � � e PROINJCT REVISED yy FLA PE 6 706,2 i `iBWtding Odp nnAA Tg Daft ` By drawing no. % x.011 W10-03 8�l / GLASS TYPE 'Al GLASS TYPE '131' 0.70' OVERALL INSUL LAM. GLASS (L.M.I ONLY) 0.70" OVERALL. INSUL LAM. GLASS o 111 Oa C i IN ORDER 70 QUALIFY FOR SMALLMISSILE IMPACT RATING Eng. JAYAD -MW PRODUCT RLrvlSw EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED. RA. PE /�T2 B�acarnplying Eld68CadawLhLtelnerhle S' A— No $ Jr 44�Q1 Iffm P�1 drawing no. W10-03 sheet 3 of 9 1/8' ANN. GLASS 1/8' HEAT STREN'D GLASS ��u o .075" PVB INTERLAYER .075° PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUM' VMCEVA COMPOSITE 13Y 'SOLUM' Z OR OR y 090" PVB INTERLAYER AFLE. 1110 BY 'SOLUTIO' .090' PYB INTERLAYER IIIG BY 'SOL.UTW' I. `SFyli, F 1 OR 70911- 1718 OR y g .090" SGP INTERLAYER BY DUPONT,' 090° SGP INTERLAYER BY 'DUPONT' O d v 1/8" ANN. GLASS 1/8" HEAT STREN'D CLASS m SILICONE GE 1200 m1200 SILICONE GDOW DOW CORNING 899 $ CORNING 899 Mi = DOW CORNING 995 Mi _ .' DOW CORNING 995 O ?I \ IF 0 0 �+ 7 O Es EB GLASS TYPE 'A' GLASS TYPE `B' 5/18° OVERALL IAM. OIASS 5/19' OVERALL LAM. GLASS (L.M.I & S.M.I.) gg p �j 1/8' ANN. GLASS " EWD GLASS 1IVA 5 O W Ll .075" PVB INTERLAYER B INTERLAYER N 1/4' AIR SPACE VA CEVA COMPOSITE BY 'SOLUM' 1/4" AIR SPACCOMPOSITE BY 'SOLUTIO' � 090" PV8 INTERLAYER H INTERLAYER S N i7 1/8" ANN. GLASS 010 BY 'SOLUTIO' 1/8" HEAT SRREN'D GLASSIIIG BY 'soLvrw 0 OSAFLEX ZBY .090° SGP INTERLAYER 'DUPONT' P WTIEWAYER ONV1/8" ANN. GLASS 8" HEAT STREN'D GLASSoSILICONE SILICONEGE 1200 GE 1200M7 - L DOW CORNING DOW CORNING 995 ivDOW CORNING DOW COPANG 995 8�l / GLASS TYPE 'Al GLASS TYPE '131' 0.70' OVERALL INSUL LAM. GLASS (L.M.I ONLY) 0.70" OVERALL. INSUL LAM. GLASS o 111 Oa C i IN ORDER 70 QUALIFY FOR SMALLMISSILE IMPACT RATING Eng. JAYAD -MW PRODUCT RLrvlSw EXTERIOR PLY OF GLASS TYPES 'Al' & 'B1' MUST BE TEMPERED. RA. PE /�T2 B�acarnplying Eld68CadawLhLtelnerhle S' A— No $ Jr 44�Q1 Iffm P�1 drawing no. W10-03 sheet 3 of 9 TYPICAL ANCHOR FLANGE & FLANGE ADAPTOR FRAME m ca Ir ------------------- i I MIAMI—RADE COUNTY APPROVED s I MULLION & Ml1WON ANCHORS o I II SEE SEPARATE NOA of !------ ----------- 2 3/r mim I 1 WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2s/a THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. d° O FOR SPACING TYPICAL ANCHOR SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING By 'WN: (FU -120 KSI. Fy-92 KSI) 1/4' DIA. ULTRACON ML'ELCO u=177 KSI. F,158 KSI) NTO BY WOO STRUCTURES 1-3/8' MIN. PENETRATK)N INTO WOOD THRU 15Y BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC, OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CR) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090'7 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE a 3/4' MIN. CONCRETE AT HEAD, SILL OR JAMBS Po = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMSS Pm = 2000 PSI MIN. Frpr. JA AD AFW. PRODUCT REVISED FIq, "cr'sk 8a as emupyfo8 with the Flarwa CAN... B. WAdingCodo AcpWt&WExppkufl- D. 15 X411 Fraa�l m4"V z �0 O r oo ti 0 LL�jN_.I illio arowing no. W10-03 //4° MM BUCK WIDTH „4•„ FLANGE & FLANGE ADAPTOR FRAME �y.V SHIM SHINS d TYPICAL ANCHORS SEE fF 5� SPACING , SB 58 TYPICAL ANCHORS Y� al FOR SPACINGLF OR ELEV. I N6 FLANGE ADAPTOR FRAMEMEra. o t r STRUCTURE q t Oqs Li WOOD EXTERIOR WOSUM �ggqg� T .d F E1 I OQ ' ai i m D.L. OPG. a � � o v 1/4° MAX BUCK WIDTH 1/4° MAX. � ! � ••• SHIMS SHIMS (� TYPICAL ANCHORS O G4 ! 01 SEE ELEV, TYPICAL ANCHORS ! O w FOR SPACING c•O ' SEE ELEV. ! O L a FOR SPACING°- I ...... ...... mmmmamsmm�Z� p• 2 WOOD K O R aV W000 STR o o 1 BY. WOOD BUCKS D, N MIAMI—DARE COUNTY APPROVED MULLION 0 EE LURA ANCHORS lIr �' ` NOA E � SmWIDTH BUCK WIDTH O a INTALLAMON DEFAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. c m r � li it 0 1 I I Fiigr. • ;,1H PRODUCT REVISED Be complYBfBariN BrelAorlda +f "�.� _ FIA Pj: //70 92 Ditildfig Cob o l __J 10 E3 �• DOIs � ,� BY .0 42pt1 drawing no. 114 x 1° E% SMS. W10-03 sheat 5 of g a 0 a O SWEEP LOOK OPTIONAL TO EGRESS LOCK AT SILL . TYPICAL ANCHORS .- -SEE ELEV. FOR SPACING TYPrAL ANCHORS SEE ELEV. FOR SPACING e EQUAL LEG FRAME jr-----------------'I II MIAMI -DARE COUNTY APPROVEV II MULLION & MUWON ANCHORS I II SEE SEPARATE NOA II I A I _11T ----- \YPICAL TANCHORS TYPICAL ANCHORS FOR SPACING FOR SING EQUAL LEGFRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%'• THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. CraPRODUCTREVISRD til rvnvb*ig %vft ft Mod& Fw PE �oBaz �.A,N.• � Batldlas Coda . t- •Axeptm% . N , 0 �ip51 num a O J O� �8 a $� n or a 0 ca TH, O G7 m -Vic" o ziZa! 0 drawing o W10=03 sheet g of 9 IRA"E ANCHORS FRAME ILLU5TNE DTLS. ONLY SEi a �' EXT. OR INT. FINISHES SPACDIO NFOROT BY CGI z o s Z J HOOSE WRAP TYPICAL ANCHORS: SEE Et". FOR SPACING O NOT BY CGI ® 8 SMS (GRADE 2 CRS)IL E1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 4 1-1/4" MIN. PENETRATION INTO WOOD OACKBED CAOLWNGG ry cy 0 u 0 Z�� o j o O Op II f h p OPTOTOO EB EGRESS LOCK ._. AT SILL g B NO BY (STRUCTURE 1/4" AInX. BUCK HEIGHT 1%C � _ O Opp vi O ^ 1/2" MIN. 1/2• AUN, a E4 'L6'II d 3 JR5 M Z z 1 i , 5 D2 C.)BACKn qty CAULKING _ 1 IyZ�y Ii 9 1 q� L, •Z �ii � 1 E, a S4 iiiiRSSSS 1 HOUSE WRAP EB NOT BY C01 0 1 R a w EXTERIOR MB D.L. OPG. g 14 BACKBED E2CAULKINGo Ergs D RRODUCr REVISED 1 a Fbrlde HOUSE WRAP FtA. 708);Z is eonlPlYD+B wrth,hg _ chi §une�gcoas Yn� NOT BY CG, s drawing no. „ TYPICAL ANCHORS W 10—(}3 SEE ELEV. - t ; FOR SPACING 8hee1 7 Of 9 0 3 a O P H a&Q O 0 m ��Npg� N 81 gzE Ug O c 0g1 1 U E O O n C o 'r �-Mad T 'tAgVll PILODUCE RBVIBW as tmwyiug wa Ute Fwrhb T Oode BAcaepfmmDeOa d )5 uRdft b Prodnet drawing n u W10-03 sheet $ of g ITBM PART $ QUANTITY DE9CRiPTION b1ATEltTAL ffiANF./RUPPIiBR/REMARKS E1 CG1-100 1 FRAME HEAD 6083-78 - E2 Cd-101 1 FRAME SILL 8083-TB - 083 E3 CGI-102 2 FRAME JAMB 8-T8 - E4 CGI-103 1 MEETING RAIL 8083-TB - O _ E8 CGh104 1 LOCK RAIL 8083-TB - E8 C01-106 1 HANDLE RAIL 8083 T8 - E7 CGI-108 2 SASH BALL 6063-TB - E8 C01-107 AS READ. 6/18" GLAZINGG BEAD 6083-T5 0 Igo- E9 CCI-108 AS READ. 0.700' GLAZING BEAD 8083-T5 - E10 CGI-108 AS READ. FRONT FLANGE ADAPTOR 8063-T8 � - E}1 CGI-110 AS READ. NAIL FIN ADAPTOR 8063-TS - E12 CGI-136 1 FLANGE FRAME 1•IEAD 6063-TB - E13 CGI-138 2 FLANGE FRAME JAMB 8083-TB - E14 CGI-137 1 FLANGE FRAME SILL 8083-TB - E17 CGI-BGS OPTIONAL SCREEN FRAME 8063-TS M1 CGI-382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. M3 CGI-112 AS 12EQD. EQUAL LEG COVEN/SHIM, 3' LONG AT ANCHOR LOCATIONS PYC - M8 SUPER BOOST 2/ WOW. SPIRAL BALANCE - BSI OR EW N. M10 - 2/ WDW. BLOCK/TACKLE BALANCE - BSIOR EQUN. M11 W23201 N0 AS READ. PILE WITH CENTER FIIJ WOOL ULTRAFAB OR EQUIV.M72 COI-12B 1/ WON. EGRESS LOCK ALUM. SULLIVANM73 CQI-131 2/ WDW. HANDLE RAR END CAP NYLON M&MM&MOW M14 E28018YM - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. M75 CGI-133 4/ WDW. SASH WIOE(SPBiAL BALANCE) NYLON M&M M78 COI-130 2/ WDW. SASH TOP LX1OE(SPIRAL BALANCE) NYLON M&M 040 M77 A30731-32 1/ WOW. CAM LOCK ZINC TRUTH OR EWN. MIS CGI-132 2/ WDW. SASH STOP. 2' LONG WC PROTOTYPE OR EQUN. M20 C01-128 2/ WDM. SASH CAM (B/7 BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EW N. M22 148-8 2/ WOW. WEEP COVER NYLON AMESBURY OR EWN A123 CGh134 - SILL SPACER PVC PROTOTYPE OR EQUN. 92 2 OR 2I/CORNER 10 X 1 1/4' LG. PHL PH. SMS ST ST. ASSEMBLY SCREW - 54 4/ WDW. 8 X 1 2' PH. SMS Sf/51' BALANCE BRACKET SCREW - S6 WDW. 8 X 1' LG. FH. SMS. St 5T. SPIRAL B. ASSEMBLY - - SB 2/ LACK 8 X 112 ' LA. FH. SMS. 8! COI -133 &CAM LOCK 0 3 a O P H a&Q O 0 m ��Npg� N 81 gzE Ug O c 0g1 1 U E O O n C o 'r �-Mad T 'tAgVll PILODUCE RBVIBW as tmwyiug wa Ute Fwrhb T Oode BAcaepfmmDeOa d )5 uRdft b Prodnet drawing n u W10-03 sheet $ of g ITBM PART $ QUANTITY DE9CRiPTION b1ATEltTAL ffiANF./RUPPIiBR/REMARKS E1 CG1-100 1 FRAME HEAD 6083-78 - E2 Cd-101 1 FRAME SILL 8083-TB - 083 E3 CGI-102 2 FRAME JAMB 8-T8 - E4 CGI-103 1 MEETING RAIL 8083-TB - O _ E8 CGh104 1 LOCK RAIL 8083-TB - E8 C01-106 1 HANDLE RAIL 8083 T8 - E7 CGI-108 2 SASH BALL 6063-TB - E8 C01-107 AS READ. 6/18" GLAZINGG BEAD 6083-T5 0 Igo- E9 CCI-108 AS READ. 0.700' GLAZING BEAD 8083-T5 - E10 CGI-108 AS READ. FRONT FLANGE ADAPTOR 8063-T8 � - E}1 CGI-110 AS READ. NAIL FIN ADAPTOR 8063-TS - E12 CGI-136 1 FLANGE FRAME 1•IEAD 6063-TB - E13 CGI-138 2 FLANGE FRAME JAMB 8083-TB - E14 CGI-137 1 FLANGE FRAME SILL 8083-TB - E17 CGI-BGS OPTIONAL SCREEN FRAME 8063-TS M1 CGI-382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. M3 CGI-112 AS 12EQD. EQUAL LEG COVEN/SHIM, 3' LONG AT ANCHOR LOCATIONS PYC - M8 SUPER BOOST 2/ WOW. SPIRAL BALANCE - BSI OR EW N. M10 - 2/ WDW. BLOCK/TACKLE BALANCE - BSIOR EQUN. M11 W23201 N0 AS READ. PILE WITH CENTER FIIJ WOOL ULTRAFAB OR EQUIV.M72 COI-12B 1/ WON. EGRESS LOCK ALUM. SULLIVANM73 CQI-131 2/ WDW. HANDLE RAR END CAP NYLON M&MM&MOW M14 E28018YM - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. M75 CGI-133 4/ WDW. SASH WIOE(SPBiAL BALANCE) NYLON M&M M78 COI-130 2/ WDW. SASH TOP LX1OE(SPIRAL BALANCE) NYLON M&M 040 M77 A30731-32 1/ WOW. CAM LOCK ZINC TRUTH OR EWN. MIS CGI-132 2/ WDW. SASH STOP. 2' LONG WC PROTOTYPE OR EQUN. M20 C01-128 2/ WDM. SASH CAM (B/7 BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EW N. M22 148-8 2/ WOW. WEEP COVER NYLON AMESBURY OR EWN A123 CGh134 - SILL SPACER PVC PROTOTYPE OR EQUN. 92 2 OR 2I/CORNER 10 X 1 1/4' LG. PHL PH. SMS ST ST. ASSEMBLY SCREW - 54 4/ WDW. 8 X 1 2' PH. SMS Sf/51' BALANCE BRACKET SCREW - S6 WDW. 8 X 1' LG. FH. SMS. St 5T. SPIRAL B. ASSEMBLY - - SB 2/ LACK 8 X 112 2.505 2.508 .oas L1.745 611 ,811 1' 50 i.880 745 oss tsar 'fYP. .745 085 NP. .080 1.013 1.018 1.398 E92 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD Ett NAIL FIN ADAPTER TYP. - - 3.179 B J 800 2.805 FLANGE FRAME SILL 5 O FLUSH FRAME SILL E1 FLANGE FRAME JAMB k=/ .490 .120 .708 .050 TYR O .884 5/18" GLAZING BEAD .884 O 1.305 .180 .050 .088 O 1.449 FLUSH FRAME COVER k=/ FLUSH FRAME JAMB .120 .705 .DSO TYP. .884 O .700" GLAZING BEAD 1.449 .283 .060 1.413 SCREW COVER 13 LJ MEETING RAIL 1.220 WWI 1.043 LJ 1.788 o65 �. 1.013 Oo LOCK RAIL 2.198 t.wz 1.043 .D55 TYP. 1.015 EB HAND RAIL 1.395 T -z745 1.025 088 1.015 O SASH RAIL to J"bL�Z.I;K.�-r-7:7.[y: VENT TOP CORNER 1.450 1✓30 FLANGE ADAPTOR 4 '"" /? J d 10-411-07h6a 51 � 7pgg2 es F1 CAIN. 38fi8� �'� E; 2�1ti � Florida o U 3 drawing no. W10-03 M AM MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) „w►v.miamidade.gov/cera/ CGI Windows & Doors 10100 NW 2e 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 PERA - Pioduct Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify; or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approv escribed herein, and has ee to comply with the Florida Building Code, includin igh Velocity Hurricane Zone. 1llESCRIPT N: Series 11130 Sentinel " Aluminum Fixed Window — L.M.L N APPROVAL DO wing No. W10-02, titled "Series 130 Sentinel Alum Fixed Window (S.M.I.) (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5an , i revision D, dated 10/10/11, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp wit cceptance number and expiration date by the Miami—Dade County Product ection. MISSILE IMPACTING: Large and Small Missile Impact Resin t LABELING: Each units is name or logo, city, state, mode lseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0303.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.11-1031.06 APPRC 7 wrianaaO 05 uivn gpiiration Date: September 22, 2015 Approval Date: January 12, 2012 \ CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series 130 Sentinel Alum Fixed Window (S.M.I:) (L.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision D, dated 10/10/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic -Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mullion, prepared by Hurricane test Laboratory, LLQ, Test Report No. HTL -0080-0103-10, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No.10 -0510.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 02/28/11 and updated on 10/10/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. )'W'ZUada-9-1 Manuel , P.E. 4. Produet'Contr E finer NOA No. 11-1031-06 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2007 and FBC-2010 and of no financial interest dated 10/06/11, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NDA No. 10 —0510.13) 3. Proposal No. 09-0032 issued by BCCO, dated October 22, 2009, signed by Renzo Narciso. (Submitted under previous NOA No.10 —0510.13) G. OTHERS 1. Notice of Acceptance No. 11-0303.03, issued to CGI Windows and Doors, Inc. for their Series 11130 Sentinel" Aluminum Fixed Window — L.M.L approved on 03/21/11 and expiring on 09/22/15. Manue er P.E. Product ContrL miner NOA No. 11-103.1.06 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-2 v 3 c J EQUAL LEG FRAME FLANGE WIDTH D.L. OPG. 111' MAX. 9' MAX. HFAD/SILL A 3 SHORTEIi CORNERS SIDES ,o n � I h I II ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. g c a E II II SEE SHEET 1.1 FOR FIN FRAMES, 1' H I I II II PRODUCT REVISCD t� dtoNlarMa ? p w I I, = 1- a ,Lf A No N 6 ° 11If Dew 2at5 0 Q ii i ii By twmnt CIf a Q v - _-1- ----- -D---- 9t4" BUCK HEIGHT II j�it 1 O it II II II II 11 11 II �OS�Sbp , u n a n n ii ii -�{---___ �{•` F o ii ii ii% $ x —I n ii Ilii ii p B 83 3 c J EQUAL LEG FRAME WINDOW WIDTHWINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH SERIES 130 SENTINEL ALUMINUM FIXED WINDOW rl� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER r CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FD./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY L APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MUUONS ![,'L(— J $ $ $ g IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUOId APPROVAL WINDOW 1 1 WwDOWWIDTH WINDOW WIDTH W. WIDTH D.L_O. OPENINGS: WILL APPLY TO ENTIRE SYSTEM, I _I I -JI D.L.O. WEIGHT =BUCK HEIGHT - 3.00° Ir , — — D.LO. WIDTH = BUCK WIDTH - 3.00° c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEZ7� I I REQUIREMENTS E THE FLORIDA BUILDING CODE INCLUDNG HIGH VELOCBY HURRICANE ZONE (HVFIZ). � / c WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 3 $ c b LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS I Igy ' . LAM. GLASS M EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. L J �'f ii ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PAX :INSULATING LAM.GLASS NOT PART OF THIS APPROVAL SHUTTERS ARE NOT REQUIRED. MALL MISSILE IMPACT A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GE MISSILE IMPACT MATERIALS INCLUDED BUT NOT LIMITED OR RECTANGLE AS! TO STEEt/MIETAL SCREWS, THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Browing no. COME INTO CONTACT WITH OTHER DISSIMILAR b1A IALS SHALL MEET THE g.IpWN IN DOITEDINSCRIlttJES AND HI'NNWG AU.OWADLOADS FROBING PICTURE WINDOW SHAPE WITHIN EM THOSE SHAPES. 0-02 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.6.4.tj Ahs �F TH PG. TYPICAL ELEVATIONS D.L.N n � �G ANCHOR SPACING SHOWN HEREIN APPLICABLE TO FLANGE AND FLUSH FRAMES. g c a E SEE SHEET 1.1 FOR FIN FRAMES, 1' PRODUCT REVISCD t� dtoNlarMa ? p w I I, = 1- a ,Lf A No N 6 ° 11If Dew 2at5 0 Q ii i ii By twmnt CIf a Q v - _-1- ----- -D---- 9t4" BUCK HEIGHT II j�it 1 D.L OPG. =I 11 II �OS�Sbp , a n n ii ii -�{---___ �{•` F o ii ii ii% $ x —I n ii Ilii ii p ,� n i?Ldg N M M aE Ili° MAX. 8' MAX. tY MAX CORNERS Z z SHORTER SIDES STRAIGHT SIDES o _ U5 WINDOW WIDTHWINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH SERIES 130 SENTINEL ALUMINUM FIXED WINDOW rl� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER r CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FD./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY L APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MUUONS ![,'L(— J $ $ $ g IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUOId APPROVAL WINDOW 1 1 WwDOWWIDTH WINDOW WIDTH W. WIDTH D.L_O. OPENINGS: WILL APPLY TO ENTIRE SYSTEM, I _I I -JI D.L.O. WEIGHT =BUCK HEIGHT - 3.00° Ir , — — D.LO. WIDTH = BUCK WIDTH - 3.00° c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEZ7� I I REQUIREMENTS E THE FLORIDA BUILDING CODE INCLUDNG HIGH VELOCBY HURRICANE ZONE (HVFIZ). � / c WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 3 $ c b LOADS TO THE STRUCTURE ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS I Igy ' . LAM. GLASS M EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. L J �'f ii ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PAX :INSULATING LAM.GLASS NOT PART OF THIS APPROVAL SHUTTERS ARE NOT REQUIRED. MALL MISSILE IMPACT A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GE MISSILE IMPACT MATERIALS INCLUDED BUT NOT LIMITED OR RECTANGLE AS! TO STEEt/MIETAL SCREWS, THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE Browing no. COME INTO CONTACT WITH OTHER DISSIMILAR b1A IALS SHALL MEET THE g.IpWN IN DOITEDINSCRIlttJES AND HI'NNWG AU.OWADLOADS FROBING PICTURE WINDOW SHAPE WITHIN EM THOSE SHAPES. 0-02 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.6.4.tj Ahs �F 81M WIDTH BUCK WIDTH TYPICAL ELEVATIONS io 12, D.L OPC. D.L OPC. oa slaFEb � � � d Ito s ynny it ii ii tt 0 °� � tt ii ii ii in,-- J 11---- ---JL-----'ll---- 88° ____ it 11f1___==_II II it BUCK WMTH !. /. --- IF 11 u ° !t i% i D.L. OPO. O 1p� n 11 L m o _JL__� _JL____ `m 2 __ _JL__ � _.U..__-_ ---II----- i1 If 11 LL--- ----------- II 11 II II 11 II 0 11-�===9====- -t1 _ 11 it 11 4„ i O fl I�1 II!• p 11 pt _ _ a 3�n1 0 N FALSE MUNMS 8° MAX. 16" MAX. 0 . M °rri (SURFACE APPLIED) 18° MAX. 8" MAX. 16" MAIC. OPTIONAL 51RAJGHT HEAD/SILL STRAIGHT CORNERS S G� Z SIDES CORNERS SIDES g0 FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES ° �ggzz yj o 0 p m d d 999 C •ngr: JAVAt9 PHM A p C9AL PRODUCT RBYISPA 1 •' RA AS 8.70692 B Qpplpl�WGhO�FloddO o ' n°or+�mwroe /5 Ceey drawing no. W10-02 eheatl,1oi 6 BUCK WIDTH D.L. OPO. 8' MAX. 18" MAX, SILL CORNERS 5TRAIOHf CORNERS SIDES I I. �� 11 n n n n _JL__'� u n D II II II II 11 11 11 2 81M WIDTH BUCK WIDTH TYPICAL ELEVATIONS io 12, D.L OPC. D.L OPC. oa slaFEb � � � d Ito s ynny it ii ii tt 0 °� � tt ii ii ii in,-- J 11---- ---JL-----'ll---- 88° ____ it 11f1___==_II II it BUCK WMTH !. /. --- IF 11 u ° !t i% i D.L. OPO. O 1p� n 11 L m o _JL__� _JL____ `m 2 __ _JL__ � _.U..__-_ ---II----- i1 If 11 LL--- ----------- II 11 II II 11 II 0 11-�===9====- -t1 _ 11 it 11 4„ i O fl I�1 II!• p 11 pt _ _ a 3�n1 0 N FALSE MUNMS 8° MAX. 16" MAX. 0 . M °rri (SURFACE APPLIED) 18° MAX. 8" MAX. 16" MAIC. OPTIONAL 51RAJGHT HEAD/SILL STRAIGHT CORNERS S G� Z SIDES CORNERS SIDES g0 FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES ° �ggzz yj o 0 p m d d 999 C •ngr: JAVAt9 PHM A p C9AL PRODUCT RBYISPA 1 •' RA AS 8.70692 B Qpplpl�WGhO�FloddO o ' n°or+�mwroe /5 Ceey drawing no. W10-02 eheatl,1oi 6 BUCK WIDTH D.L. OPO. 8' MAX. 18" MAX, SILL CORNERS DEMON LOAD CAPACITY - PSF FLANGE DIMS. DEMON LOAD CAPACITY - PBI+ GLASS 'C'&'C7' GLUM WES WVI)I' WIDTH (W) LENGTH (L) FLANGE DMIS. BUCK DIMS. GLASS TYPES 'C'&'CI' GLASS TYPES 'D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EKT.(+) iNT.(-) -(+) INT.(-) 24' 30' 38" 42' 48" 54° 80" 8 • 38• 23' 29' 35" 41° 47' 53' 59' 60" 119' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 _ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 $0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 SD.0 24° • 36' 42' 48° 54" 60• 61° 58.0 56.0 1 76.5 78.6 W. 29' 35' 41' 47' 53' 59' 1. 47. 80.0 80.0 90.0 8010 80.0 80.0 80.0 80.0 SAO 70.2 1 80.0 81.3 61.3 60.0 B0.0 80.0 81.3 61.3 80.0 80.0 81.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 24° 38° 42° X48° 81' �° 23' 31° 41' 47° 53' 18' 80° �° 811 0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 702 702 BD.0 80.0 Tl3 no 54.3 543 725 90.0 728 48 65.1 88.1 489 48.8 68.1 65.1 24' 30" 38° 42• 48' 84° 80' 81' 72. 23' 28° 39' 41' 47' 53" 59° 60" 71' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 702 702 80.0 50.0 613 81.3 8D.0 9010 543 54.3 728 728 489 48.8 65.1 68.1 48.0 48.0 84.0 64.0 24" 30' 36" 42' 48° 54" 98' 84. 23° 29' 35' 41' 47' 53° 65' 1 8S' 80.0 SAo 80.0 8010 808 no 80.0 BOA 782 782 80.0 80.0 70.0 70.0 80.0 80.0 61.3 513 80.0 80.0 843 54.3 729 729 524 924 899 69.8 24' 30• 38° 42' 48° 49' 87. 23' 29' 33" 41' 47° 48' 96" 60.0 80.0 80.0 E.0 80.0 80.0 80.0 80.0 78.8 75.6 80.0 80.0 65.2 66.2 80.0 80.0 60.8 60.9 80.0 80.0 59.8 59.6 80.0 80.0 24° 30' W. 42' 46'1 10r 23' 38° 41' 45' 101' 1 8010 80.0 80.0 1 80.0 no 80.0 80.0 80.0 74.6 74.6 81.0 no 58.7 85.7 80.0 80.0 59.3 593 80.0 80.0 24' 30° 35' 42' 44' 108° 23' 29" 35° 41' 43' 107' 81.0 80.0 BOLD 80.0 80.0 80.0 80.0 80.0 739 739 8D.0 80.0 $2.4 02.4 no 8010 59.1 59.1 BOA 1 80.0 DEMON LOAD CAPACITY - PSF FLANGE DIMS. BUCK Dm. GLASS 'C'&'C7' GLUM WES WVI)I' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EKT.(+) 1NT.(-) -.(+) MNL(-) 24' 38° 41" 25° 23' 29" 35' 40° 113' 80.0 80.0 80.0 BOA 80.0 80.0 80.0 60.0 7&0 73.0 80.0 90.0 61.4 61.4 80.0 80.0 24" 30° 36° 39' 120° Zr 29" 39° 38° 119' 80.0 80.0 80.0 80.0 60.0 80.0 80.0 no 724 724 80.0 80.0 65.9 65.9 80.0 80.0 24" 30" 38° 39° 121° 23" 29' 35" W. 120° 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.3 723 80.0 80.0 88.8 85.8 80.0 80.0 DEMON LOAD CAPACITY - PSF FLANGE DDd8. BUCK DD98. GLASS TYPES 'C'&'C1' GLASS TYP86 WIDTH (W) LENGTH (I.) WIDTH (W) LENGTH (L) EKT.(+) TNT.(-) EXL(+) TNT.(-) 19-1/8' 26-1/r 37° 48" 53-1/8' e1" 25° 18-1/8° 25-1/2' 36' 42- 32-1/e' 60° 25. 90.0 80.0 60.0 80.0 80.0 no 60.0 60.0 80.0 80.0 90.0 80.0 80.0 60.0 80.0 no 80.0 80.0 80.0 80.0 80.0 80.0 60.0 8D.0 19-1/8' 26-1/2' 37' 48' 53-1/6' 81' 36_3/8' to -1/8' 25-1/2° 38' 47' 52-1/9• 80' 37-3/8. 80.0 80.0 80.0 80.0 Bp.o BO.o B0.0 80.0 80.0 60.0 80.0 no 77.7 77.1 80.0 80.0 nn n.t no 80.0 77.7 77.7 80.0 80.0 19-1/8" 26-1/2" 3r 48" 53-1/8° 61' 75-1/4' 93-3/4' 50-5/e. 78-1/8' 25-1/2" 30' 42 -4B 82-1/8" Bo" 74-1/4° 92-3/4° -S/8' 80.0 80.0 SoA 80A 80.0 80.0 8010 80.0 80.0 80.0 80.0 80.0 61.3 61.3 90.0 80.0 SBA 5A0 77.4 77.4 58.0 58.0 77.4 77.4 no 58.0 77.4 77.4 58.0 56.0 1 76.5 78.6 79-1/8° 26-1/r 37' 48' 53-1/6° 81" 75-1/4' 63" 18-1/8' 25-1/2' 38' 42- 52-1/8° 80' 74-1/4' 62' 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 808 60.0 60.0 80.0 61.3 51.3 80.0 00.0 55.3 553 73.7 73.7 46.0 4" 64.0 64.0 46.5 1 46.5 61.9 61.9 19-1/8' 26-1/2" 32- 48° 53-1/8' 81' 78' 1 18-1/8" 25-1/2- 36" 47' S2-1/6' 1 60' 75" 60.0 80.0 80.0 80.0 80.0 81.0 80.0 80.0 78.9 78.9 80.0 80.0 813 873 80.0 80.0 583 653 73.7 73.7 48.0 48.0 84.0 64.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 BUCK DIMS J FIANOE DDIS--�1 e3 � iS Tr- 13LICK DIMS (Y EQUAL LEG FRAM 00 �q zz� 3 0 BUCK DIMS (p�� A FH U�g� O FIN FRAME BUCK DIMS o FLANGE ADAPTOR FRAME FLANGE DIMS c�a 0 1Q0 PROM=RWISED CIVIL T1k&E J 1592Acanamm No s}�Fl ide ftbf,Ton Dere � drawing � W10-02 i W n L J % 0a O. I�IG��$yyypDDDI• 4 W LL BE ORIENTED VERTICALLY WIDTH AND OR HORIZONTALLY AS ENSIONS SHOWN ABOVE. OwnO wn C 4 0: )D , C BUCK DIMS J FIANOE DDIS--�1 e3 � iS Tr- 13LICK DIMS (Y EQUAL LEG FRAM 00 �q zz� 3 0 BUCK DIMS (p�� A FH U�g� O FIN FRAME BUCK DIMS o FLANGE ADAPTOR FRAME FLANGE DIMS c�a 0 1Q0 PROM=RWISED CIVIL T1k&E J 1592Acanamm No s}�Fl ide ftbf,Ton Dere � drawing � W10-02 'ASS 0 3/16° HEAT STREWD GLASS PV8 INTERLAYER 'LASS .075' PV8 INTERLAYER VA COMPOSITE BY 'SOLUM' VANCEVA COMPOSITE OY 'SOLUTIA' .075' PV8 INTERIAYEIR OR PV8 INTERLAYER VIWCEVA COMPOSITE BY 'SOLUM' 090" PVB INTERLAYER UIG BY 'SOLUM' saPlDc plc BY sroLUM' 3/18" HEAT STREN'D CLASSLUG 8Y 'SOLUTIA' 3/18" HEAT STREWD GLASS OR SGP INTERLAYER 090' SOP INTERLAYER PONT' 1--7', BY 'DUPONT' 3/18' HEAT STREN'D GLASS .090" SGP IMERLAYER 3/16" HEAT STREWD GLASS SILICONE GE 1200 SILICONE GE CORNING 899 HEAT SIREWD GLASS 1200 OOIp CORNING 899 z`DOW DOW CORNING 995 g ::I DOW CORNING 995 0 GLASS TYPE `C' 7/16" OVERALL LAM. o (L M.I. & S.M.I.) 0 Tff� / GLASS TYPE 'D' 7/16. OVERALL LAM. GLASS 'LASS 3/16' HEAT STREWD GLASS B DOERIAYER .075' PV8 INTERIAYEIR 3/8" AIR SPA COMPOSfTE BY 'SOLUM' 3/8' AUR SPACE VIWCEVA COMPOSITE BY 'SOLUM' VB INTERLAYER OR .090" PVD INTERLAYER 3/18" HEAT STREN'D CLASSLUG 8Y 'SOLUTIA' 3/18" HEAT STREWD GLASS IIIG BY 'SOLUTW OSAFI-Df OP INTERLAYER .090" SGP IMERLAYER JVOAN OW BY 'DUPONT'/18' HEAT SIREWD GLASS 3/16" HEAT SfREN'O GLASS SILICONE E 1200 ODDON SILICONE GI E 1200 CORNING 899CORNING 995 IYA CORNING 888 1 �i DOW CORNING 995 DOW DOW GLASS TYPE *Cl GLASS TYPE 'D1' 1" OVERALL INSUL. LAM. GLASS (L.M.I. ONLY) 1. OVERALL INSUL. I.M. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Cl' & 'D1' MUST BE TEMPERED. 899 995 a 0 a jig a a �o 0M°ga0 R �O III asrT� OPTIONAL. GLA m DETAIL l C a HZ -t- & o 0 GLA83 TYPES 'Cl'. & 'DI' JA, PRODUCT RBVISBD � n .,�wdfhBte FlPtlda �353g E drawing no. BY W10-02 �P sheet 3 of 6 TYPICA! EDGE DISTANCE CONCRETE AT HEAD, SILOR JAMBS fo - 3000 PSI MIN. u TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2" MIN. C—SO HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. I� 4 THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 3/4" MIN. �wlv o k INTO METAL STRUCTURE = 3 N. STALLATK)N DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL 0 WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULUONS FLANGE RS FL NG I FLANGE sYPI 28Y EL WOOD BUCK FOR SPACING SHIMS a �� N 'I E3 GR WOOD STRIK:TUR TYPICAL ANCHOR o METAL Q' m a 11 II M2 I I I I 9 SEE ELEV. FOR SPACING v.a M2 n TICANCHORS FOR SPACING G a Q -6 � a 52 © `% 1 't © , . Za%8 ul El S2 N➢N p av '' D . • •• ! .TYPICAL: AFTCHORS !I !! " . bT I SEE ELEV. illy FOR SPACING 11 II 9 WOOD BUCK b. E1 E3 1/4° MAX. .• -.. EQUAL LEG EQUAL LEG SHIMS EQUAL LEG d.o EQUAL LEG v B1 213Y WOOD BUCK Al OR .o M2 METAL STRUCTURESTRUCTURE "` �°�N ugh 3 C" m jHjl!!l!! E3 M2 KCAL CHOR FOR SPACING Z Z,2 0 M3 S2 , •p . S, TYPICAL. ANCHORS y SEE ELV. FOR SPACING 'v a• • .e TYPICAL ANCHORS YPI 1 �I � d c d d • I SEE ELEV.` p I :I TYPICAL ANCHOR FOR SPACING WOOD BUCK II !I SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. a o MUST SUSTAIN LOADS IMRO$EO BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV. FOR SPACING (GRADE 2 CRs) AND TRANSFER THW TO!!, '"�UILDING STRUCTURE, o " Fu=1?A KSI, "2 KSI) METAL STRUCTURES ` fl'/41-01A, ULTRAGON BY 'ECCEFu=177 KSI, FY -155 KSI) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) Erer. vVAo r n NTO 2BY WOOD D STRUCTURES ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) PRODUCT'RBVISBD (STEED- IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) ;+FkA.70M ascmnpIyid.SwfthdmFlorlds 1-3/8" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) r 4 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") ®y DIRECTLY INTO GONG. OR MASONRY (NO SHIM SPACE) �Q1�' ProdaM drawing no. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY W10-02 atreat 4 of B V TYPICAL INSTALLATION DETAILS iq THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW d INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL d �a 1 WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS IL FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 8 I a TYPICAL ANCHORS 1/4- MAXo SEE ELEV.a 28Y WOOD BUCK FOR SPACING SHIMS 0 j < Q I! II 1 I B3 M2 I OR WOOD SRUCTU A3 TYPICAL ANCHORS ' o SEE ELEV. FOR SPACING n.V :' METAL STRUCTURE TYPICAL ANCHORS 0 0II.. 47 16 z S2 1 \ . • v • v'. • FOR SPACING � � � E2 /� Z C3 Q W F E2 FS ; S2 MIN., . vb. .v • o' ' v 1! II v p • � giORS ov © 1111 M2v 0 g . — I SEH f].EV. tli( FOR SPACING W006 BUCK I I I I 11 II Y V� r ,+t c c. E2 E3 Q eps 2 3/8° MIN. 1/4' MAX. BUCK HEIGHT 1/4' MAX. 4 (?AP CAP dw o n _•e WOOD STRUCTURE 1/2' M. NOT BY CGI E2 CZ 1/2' MIN. C $ $ z 2 31W MIN ii FIN FRAME Mz BACKBED CAULKING S �—y �— �� TYPICAL ANCHORS: SEE 0". FOR SPACING I I o JOB SMS (GRADE 2 CRS) — INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETIZ4TION INTO WOOD BUCK DEPTH SHALL BE 2°. Nil THE USE OF DEEPER OR c BEVELED WOODBUCKS IS PERMITTED. HOUSE G.1 p EXTERIOR 4z z BUCK WIDTH BUCK WIDTH ==—-----=------- •!. -- MIAMI—DADE COUNTY NDADEONTY APPROVED APPROVED MULLION N & MW=ANCHORS— I & MULLION ANCHORS II SEE SEPARATE NOA i. •• o > a m = u m 11 I II SEE SEPARATE NOAII 11 —I 1— II II I 'I L_______JJ MAD En¢n'JAVADFLA. o •� _ _ PE CAN.'J6382 rd COMPlyft WO OW Fk*b 4 Code 1 t s No TYPICAL ANCHORS /014 FOR SS ACING >37 ddet'vwing no. Yr 1 0-02 X 1' SMS sheet 5 of $ 2.505 LUL 1.996 .812 998.085 ZfTfp. E, FLANGE FRAME 2.806 77 812 7.495 995 a 065 TYP. 1.335 O FLUSH FRAME/FIN FRAME 675 .995 78 1.184 O GLAZING BEAD (LAM. GLASS) .120 .�6 060 t.tBa Ea GLAZING BEAD (LAM. INSUL GLASS 1.1 .065 1.550 1.680 itl.2� O NAIL FIN ADAPTER 1.396 .,80 .960 .085 O FLUSH FRAME COVER 1.0� .125 .sDo GLAZING ANGLE (LAM. INSUL 1.450 180 660 0� FLANGE ADAPTOR 29, .DSO 1.081 O SCREW COVER ITEM PART # QUANTLTY DRScurT,ON MATMM MANP./SUPPLTSR/R13L1AM E7 CGI -118 4/ WDW. RANGE MAW 6063 -Te - E2 C01-119 4/ WOW. RUSH FRAW/RN FRAME 8053 -TB - E3 001-121 4/ WOW. GLAZING SFAD (LAM. GLASS) 8083 -TB - E4 CGI -123 4/ WOW. GLAZING BEAD (LAM. INSUL GLASS) 8063-T8 - E5 CGI -110 4/ WDW. NAR RN ADAPTOR 8083 -TB - EB 00I-109 4/ WOW. FRONT RANGE ADAPTOR 6063-T8 - M7 M -38N AS REOD. GLAZING 131LB WM PVC DUROMEFER 75-80 SHORE A M2 CGI -124 AS READ. SCREW COVER- OPTIONAL PVC - M3 001-112 AS REOD. RUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8") 8063-T5 - S2 #10 X 1-1/4" 2/ CORNER ASSEMBLY SCREW PHL. PH SMS ST/ST - CIRCULAR WINDOWS JOINT T 1*1 REM OR SQUAD WINDOWS TYP, CORNER DETAIIS I drawing no. 11 W10-02 11