The URL can be used to link to this page

WS-16-1397 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)785-2204 Fax:(305)7564872 Inspection Number: INSP-259394 Permit Number: WS-5-16-1397 Scheduled Inspection Date: June 06,2016 Permit Type: Windows/Shutters Inspector: Mesa, Michel Inspection Type: Final Owner: CLIFFORD,DEBORAH A Work Classification: Window/Door Replacement Job Address:300 NE 101 Street Miami Shores, FL Phone Number (305)335-6685 Parcel Number 1132060135330 Project: <NONE> Contractor: FLORIDA SOLAR$AIR INC Phone:(305)428-2555 Building Department Comments REPLACING WINDOWS AND DOOR. 15 OPENINGS(14 Infractio Passed mets WINDOWSAND 1 DOOR) INSPECTOR COMMENTS False Inspector Comments Passed -� (,o Se Failed Correction a ' Needed Re-Inspection F-1 Fee No Additional Inspections can be scheduled until re-inspection fee is paid Z. June 03.2016 For Inspections please call: (305)7624849 Page 17 of 31 Miami Shores Village ..= 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 ks Phone: (305)795-2204 `fir k 33�€ deo Expiration: 11B 016 Project Address Parcel Number Applicant 300 NE 101 Street 1132060135330 Miami Shores, FL Block: Lot: CLIFFS ON THIRD AVENUE LLC Owner Information Address Phone Cell CLIFFS ON THIRD AVENUE LLC 1490 NE 103 Street (305)335-6685 MIAMI SHORES FL 33138- 1490 NE 103 Street MIAMI SHORES FL 33138- Contractor(e) Phone Cell Phone Valuation: $ 15,421.00 FLORIDA SOLAR 8 AIR INC (305)428-2555 (786)344-5151 Total Sq Feet: p Type of Work:REPLACING WINDOWS AND DOOR.15 OPE Available Inspections: No of Openings:15 Inspection Type. Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $9.60 DBPR Fee $3.75 InVO1C@# WS-5-16-59872 DCA Fee $3.75 05/20/2016 Check#:3750 $50.00 $248.10 Education Surcharge $3.20 05/25/2016 Check#:3741 $248.10 $0.00 Permit Fee $250.00 Scanning Fee $15.00 Technology Fee $12.80 Total: $298.10 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 A I certify th all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construct' uthermoi e,I authorize the above-named contractor to do the work stated. May 25,2016 A o Slgnature:Owner / Applicant / Contractor / Agent Date Building Department Copy May 25,2016 1 r Miami Shores Village Building Department artment r .202016 _ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 = INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 I'Lf BUILDING Master Permit No. WS - l3 q-4 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL E]PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP 11 CONTRACTOR DRAWINGS JOB ADDRESS:�O NE IDI I Sfi City: Miami Shores County: Miami Dade Zip: 3 (3 Folio/Parcel#: �>)_J2 D ��"' S 3 c� Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple T'itleholder): on �h��d �1U�'111�, LLC Phone#: Address: M0 NE IDS I City: Ybl) on') 5Yt Y�A State: Q_ Zip: C 31 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: rlc)n' A S6 Q r G n d 6r- Phone#: 9 S` -02 7—b 26 Addre/ss: 11 � 2- 010 m G r Pi�.wy City:1 'ss11rQ`Ynor State: Zip:3 Qualifier Name:MuoylbX M US46I;e"r - Phone#: State Certification or Registration#: SC L 13 .105? Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: tCity: State: Zip: Value of Work for this Permit:$ �z` Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration .,1 F-1New F-1 Repair/Replace ❑ Demolition Description of Work: r W AOLY- I S P (2124 Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ \Chnology Fee$ Training/Education Fee$ Double Fee$ �utural Reviews$ Bond$ TnTAI CCC IUnW IMC 4 t a j Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be dome 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$250, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature a, OWNER or A CONTRACTOR The lforegoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this t day of IT"1 20 w ,by pp t-7 day of �A, j 20 16 .by CJ c C-xa�� is personally known to 1�� Q is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print• - Seal: ''zg SSION6 ¢ Seal: ,...• 'pi ANA oSGQMALEz J0 Potn •. E7(PIRES:September 6 8 '' M'COIw641SS10N#FF 156861 . Bold Thru Not*y Pui U myeni My September 6,2018 BMW Thtu NotwyPub1bUnder ft= ******************************* *** *** ************************** * **************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Prope Search Application-Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:5/18/2016 Property Information Folio: 11-3206-013-5330 Property Address: 300 NE 101 ST Miami Shores,FL 33138-2425 {, Owner CLIFFS ON THIRD AVENUE LLCy Mailing Address 1490 NE 103 ST MIAMI SHORES,FL 33138 USA Primary Zone 1000 SGL FAMILY-2101-2300 SQ „ Primary Land Use 0101 RESIDENTIAL-SINGLE . FAMILY:1 UNIT Beds/Baths f Half 2/2/0 Floors 1 Living Units 1 , w� Actual Area 1,842 Sq.Ft Living Area 1,426 Sq.Ft Adjusted Area 1,621 Sq.Ft Taxable Value Information Lot Size 5,750 Sq.Ft 2015 2014 2013 Year Built 1953 County Assessment Information Exemption Value $0 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $252,3641 $59,7391 $58,118 Land Value $138,150 $120,704 $107,030 School Board Building Value $112,822 $109,904 $109,904 Exemption Value $0 $25,000 $25,000 XF Value $1,392 $1,392 $1,392 Taxable Value $252,364 $84,7391 $83,118 city Market Value $252,364 _ $232,000 $218,326 Assessed Value $252,364 $109,739 $108,118 Exemption Value $0 $50,000 $50,000 Taxable Value $252,364 $59,739 $58,118 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $0 $50,000 $50,000 Save Our Homes Assessment $122,261 $110,208 Taxable Value $252,364 $59,739 $58,118 Cap Reduction Homestead Exemption $25,000 $25,000 Sales Information Second Homestead ; emption $25,000 $25,000 Previous Price OR Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sale Page School Board,City,Regional). 05/26/2015 $350,000 29639-2511 Trustees in bankruptcy,executors or guardians Short Legal Description 07/01/1984 1 $69,000 12205-0105 1 Sales which are qualified MIAMI SHORES SEC 1 AMD PB 10-70 LOT 12 BLK 39 LOT SIZE 50.000 X 115 OR 12205-105 07841 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.govriinfb/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 5/18/2016 Detail by Entity Name Page 1 of 2 Detail by EntityName Florida Limited Liability Company CLIFFS ON THIRD AVENUE, LLC Filing Information Document Number L15000084313 FEI/EIN Number 47-3998732 Date Filed 05/12/2015 State FL Status ACTIVE Princlpal Address 1490 NE 103RD STREET MIAMI SHORES, FL 33138 Mailing Address 1490 NE 103RD STREET MIAMI SHORES, FL 33138 Registered Agent Name &Address CLIFFORD, DEBORAH A 1490 NE 103RD STREET MIAMI SHORES, FL 33138 Authorized Person(s) Detail Name &Address Title AM BR CLIFFORD, DEBORAH A 1490 NE 103RD STREET MIAMI SHORES, FL 33138 Title AMBR CLIFFORD, STEPHEN J 1490 NE 103RD STREET MIAMI SHORES, FL 33138 Annual Reports Report Year Filed Date 2016 04/17/2016 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirAype=Entity... 5/18/2016 Detail by Entity Name Page 2 of 2 Document Images 04/17/2016—ANNUAL REPORT [—View image in PDF format---] 05/12/2015-- Florida Limited Liability View image in PDF format� Copyright p and Privacy Policies State of Florida,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 5/18/2016 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-9395 � 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 MUSTELIER,ALEXANDER FLORIDA SOLAR&AIR, INC. 11912 MIRAMAR PARKWAY MIRAMAR FL 33025 Congratuladonsi With this license you become one of the nearly � 4x ; : L,3 t. -- - one million Floridians licensed by the Department of Business and - -` "- Professional Regulation. Our professionals and businesses range -STATE... 'F FLOMUA r,s from architecxs to yadtt brokers,from boxers to barleque restaurants, DEPARTME F:OU$INESS AN and they keep Florida's economy strong. pRC7Fi= ULA PR *; Every day we work to improve the way we do business In order to z; SCC13115105 . ?8/2412014.. ' serve you better. For information about our services,please log onto '>. ;✓ -y ''t;- 01www-myfloridaliceme.com. There you can find more Information CEITEEIE¢:S about our divisions and the regulations that Impact you,subscribe y MCjS fEUER; to department newsletters an learn more about the Department's =- �w7 t:.•..b. .....-: initiatives. '. FQRIpA'S0 - :GLa.SS-ANIS•- .... " �" Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly strive to serveu better so that you can serve your r r yo .. ; customers. Thank you for doing business in Florida, u'';.1s C1:RT1F1�R ro►fder'the y srdifg:.of'E.h 4B9 F3 and congratulations on your new license! ��.ar►c�i;sm�': u�e?`w � �`�';� �. - •.� - - -•-- •,,rox•.,;Irl-��. ..„„�.:%. DETACH HERE RICK SCOTT,GOVERNOR KEN I.AWSON,SECETARY ' ST�ITE:OF: LOR16A . .. ;: -. DEPARTMENT-OF jfttIESS-Al iPRO E3S10NAL-I4EGULA'I'ION. .. CONSTI2UCTI0>1 :IND18'FRX"LLCENSING BOARD; i SSC 31151A52.. F"The GL -SS AND- VZING CONTRACTOR: : ~ " �'..N�r�►et�•belctinvlS CE�f'IF1.ED::.:.. .....-M1- _. "'"�„ f "badder the:praVf§Ions of C.h 4 pp Expirafign''c�ate::AUG.IM',20'16 • " •L MI SFEGIER,-ALEXAWDER FLO 'IDA�SOL-A �.1?rIR;= - KK ,s ;` ,■ i e'',d.:".^'e }>.' - >: .' •w%��.'¢''v.''+.,x. .� ~`•he•.t r •�S.* �.� a>'� � x Y yr - .r .• .r :'` .. ....•• a. ::.<i:...: _ 4...�i...�.4ah.~..2. �..z.' .ate-...—...�..a•.... =>N' • ... sem,, . '+. '.. .- ': sem,, ISSUED:ri 08/24/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408240MM380 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT i 115 S.Andrews Ave., Rm.A-100. Ft. Lauderdale, FL 33301-1895—95.4-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA.FLORIDA SOLAR & AIR INC ReC@II}t#:ALL OTHER CONTRACTORI j Business Name: Business Type:(GLASS AND GLAZING CONTRACT R) 1 Owner Name:ALEXANDER MUSTELIER Business Opened:01/08/2012 j Business Location:11912 MIRAMAR PKWY State/County/CerUReg•5CC131151052 MIRAMAR Exemption Code: Business Phone:877-310-0310 i j . Rooms Seats Employees machines Professionals i � 8 ; For Vending Business Only i Number of Machines: Vending Type: Tax Amount Transfer Fee . NSF Fee Penalty Prior Years Collerfon Cost Total Paid 27.00 3.00 0:00 0.00 0,00 0.00 30.00 i i i THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax Is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. } Mailing Address: FLORIDA SOLAR & AIR INC Receipt #138-14-00011171 11912 MIRAMAR PKWY Said 09/30/2015 3.00 1 MIRAMAR, FL 33025 2015 - 2016 i FRI WIN WE 111W allowffm CERTIFICATE OF LIABILITY INSURANCE a 16 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATNELY OR NEGATNELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT SETWEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: Tithe ead f cote holder Is an ADDITIONAL INSURED,the po8cy(les)mast be endMed. ff SUMMATION IS WANED,MAJsat to the terve and coltdRbhs of ffie Flay,aerlaln polleles may require an andomement.A statwne d on this ow0cate does nt confer d9lds to the oardfaate hddsr h1 Hsu of such endoree ne a PRODUCER BILL MICKEY Alliance Insurance Agency,Inc. ( 444800021* - 2950 SW 27th Ave S b 100 MOM Coconut Grove,FL 33133 CUSTOMER IDFA Phone (306)444-8000 Fax {305}4448020 INOLW430 AFFORDING COVERAGE Mw e INSURED DIBURERA: GRANADA INSURANCE FlorWe Solar&Air,Inc, e: VICTORIA SELECT INSURANCE 114112 Mtrimar Parkway INSURERC: Miramar,FL 33425 IMSURER . FLORIDA-ROOFING CERTIFICATE WIWRER P COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POTJCIES 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN;THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT MALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN TYPE OF INSURANCE WK SUN POLICY NUMBERflow% LIMITS QENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 © COMMERCIAL GENERAL.LIA&LrrY uexurr = $ 100,000 CLAIMS•MADE OCCUR MED EXP An am anon) $ 61000 A a ❑ ® Y Y 418SFL�024858-3 OBM5I2015 1�t15i2018 aADVINJURY $ 1,000000 ❑ GENERAL AGGREGATE $ 2,400,000 GMLAGGREGATE LWATAPPLES PER: PRODUCTS-COMPIOPAGG S 2,000,000 ® POUOY ❑ M ❑ LOC $ AUTOMOBILE UABUM COMBINEDSMLE LIMIT $ (Ee axldet� ❑ ANY AUTO BODILY INJURY(Pw pm=M $ 100,000 ❑ ALL OI ED AUTOS 88=9 BODILYINJURY(n�erea& $ 300,440 B ® sc EDULEDAuTos Y 12131/201b 1213112018 PROPERTY DAMAGE ® HIREDALROS (Peru ® NONzw EDAUTOs COmprehenehre:$540 $ ❑ Collision:$500 $ 13,E ❑ UVMELIA LIAB ❑OCCUR EACH OCCURRENCE $ ❑ ExCESS LIAR ❑ OAMS44AM AGGREGATE $ ❑ DEDUCTIBLE $ NTION $ VIORKERSCONB ENSATION TWCSTATU- OTH AND EMPLOYERS'UAMLITY ANY PROd'RIETORIPARTNEWEXEGUTNE Y1 MIA E.L.EACH ACCIDENT $ OFFlCERlMEMBER EXCLUDED? �Mya�M,�o�f�mry NTN)) E.L.DISEASE-EA EMPLOYE $ DESCRIPTION OF OPERATIC bmlaw E.L DISEASE-PtXJCY LIMIT $ B OP OBRDhAT NsI Lot;ATIow 1 VENICLBE{Atlao I ACORD 101,A0e6t wW ftwi s sthedit B Mrs apace N required) AC,ELECTRICAL SERVICES,WINDOW INSTALLATION AND GLAZING. LICENSE NO.CGC1623672(GENERAL CONTRACTOR) LICENSE NO.SCC131151052(GLASS&GLAZING) New Contractor Number LICENSE NO.EC13OW14(ELECTRICAL) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE OESCRIBED POLICIES 13E CANCELLED 13EFORE THE EXPIRATION DATE TKREOF,NOTICE ULL BE DELIVERED BI flAla ml Shores V01age ACCORDANCE WITH THE POLICY PROVISIONS. Building DapmI nant 100WNE2ndAvenue AUTHORMEo RSPRESENTAMW Miand Shores Village,FL 33138 01188.2888 ACORD CORPORATION. AE rights reserved. ACORD 20(2800108)QF The ACORD(tame and logo are registered r uft of ACORD CERTIFICATE OF LIABILITY INSURANCE DATE06/18/D/YYYI) 05/18/18 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 have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Aon Risk Services,Inc of Florida Aon Risk Services,Inc of Florida NAME: 1001 Brickell Bay Drive,Suite#1100 PHONE Miami,FL 33131.4937 INC,No :800-743-8130 1 AIC No):800-522-7514 EMA ADDRESS: ADP.COI.Center on.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Illinois National Insurance Cc 23817 INSURED INSURER 8: ADP TotaiSource CO XXI,Inc. 10200 Sunset Drive INSURER C: Miami,FL 33173 ALTERNATE EMPLOYER INSURER D: Florida Solar&Air Inc DBA Florida Solar&Air Inc INSURER E: 11912 Miramar Parkway Miramar,FL 33025 INSURER F: COVERAGES CERTIFICATE NUMBER:1269960 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. LIMITS SHOWN ARE AS REQUESTED. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSR WVD MMID MMID COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ TO CLAIMS-MADE � OCCUR POR MSES EaEoccurrence $ MED EXP oneperson) $ PERSONAL&ADV INJURY $ rLTAGGREInELIMITAPPLIESPER: GENERAL AGGREGATE $ LICYPROJECT❑LOC PRODUCTS-COMP/OP AGG $ OHER COMBINED SINGLE LIMIT $ AUTOMOBILE LIABILITY Ea accident $ ANY AUTO BODILY INJURY Per rson $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DEC I IRETENTION$ WORKERS COMPENSATION XIPER STATUTE ER TH- A AND EMPLOYERS•LIABILITY Y/N WC 034123292 FL 11/29/15 07/01/18 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 2,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 2,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) All worksite employees working for FLORIDA SOLAR&AIR INC DBA FLORIDA SOLAR&AIR INC,paid under ADP TOTALSOURCE,INC.'s payroll,are covered under the above stated policy. FLORIDA SOLAR&AIR INC DBA FLORIDA SOLAR&AIR INC is an alternate employer ureter this policy. Re:AC,Electrical Services,Window Installation and Glazing License NO.SOC131151052(Glass and Glazing) License NO.EC13OD4614(Electrical) License NO.CGC1523572(General Contractor) License NO.CAC1816475(Air Conditioning CERTIFICATE HOLDER CANCELLATION Miami Shores Village 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 ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Florida Solar&Air,Inc. ®W! F oro R I o A ,lob Number:.-Miramar,FL 33025 C13005110112,_ 815 Ph:(877)310-03kwy111912 MiramarP—ax:(1177)818-0220 ®w sol .! &arr EC1304814&000131151017 www.satarandalr eom Name: G 1 i A, a.I R;,l at-a- I(L inhane Res: '?®S—373.S-6.to, Mobilo: 30S 33 SO06 t Address: 300 AE 1 n) S+ Cny: A:-." Sly,,( ST.. P1 3g r D& This contract is made and entered into flee q _day ora 20--L&—by and bin Florida Solar&Air,Inc.,a Florlda corporation (`FSA-),and owner(s)nemed above of the reddence locatedat the ress wed above(°Buyer—'Omar. The Work: FSA agrees to perform the worts described as follows: Dixons we viewed from the On sUng glass doors active and fbced 1) Remove existing units to be replaced(NOTE:Removed titre are Mcely to be damaged.) panels are kbndftsd.On easonmde and 2) Prepare openings as necessary to receive replacement units. single French doors,the hinge is Werdiflel as either right hinge or left hinge.On double 3) HWNDOWS:❑❑CWS Vicryl Insulated ❑Simonton Vh*Insulated ❑Other French doors the more active door is Identified. "(CGI❑TM ❑ETI ❑PGT Alunndnum Irnsulated 0 CGI❑TM ❑ETI ❑PGTAkur*an NonNrauiated 4) doofhs:Install❑TM XI❑PGT Aluminum insulated ❑TM❑CGI ❑PGTAhrrdraan Non-Insulated ❑Other Impact:(x)Non-Impact:( ) Color:White: Tan: Bronze: (trey: Mill Finish: Otlwr. Gds Double Hurm Sinn a Hunt 2-LR case Picture Other Yea( ) No( 1 Qty 4ty—Q Qty'�' Qty Qly Qty Standard Custom % FA AF FA FA AF RED ACTIVE ACTNE Sliding Glass DoorSingle Fresh Doors Double French Geometric AA AF FA RAAF AAF FAA RH( ) LH( ) RH( ) LH( ) Qty; Qty Qty Qty Qty Qty Qty Qty_ Qty_ ohm: �" 3(A ,Vac, t INITIAL HERE 5) Work NOT to be replaced: INITIAL HERE 8) H applicable,removing— shutter panels,and/or — security bars. MAL HERE 7) Speciallrnstrwdiols: ^- 8) Cleanup job debris and provide necessary permits and hm m>ce.Shedd FSA be unable to obtain proper permits(for whatever reason)prior to commencement of arty work,FSA stall refund any previous payment and tits traraedion shall be automatically cancelled. 9) Additional Wok(No flnish work other than normal installation Is to be doe unless mated here) Schedule: Contractor shelf use best efforts tothe work wMft4p_days alta execullon of the Contract M.`Comnilbtncerneat Date-)and shall endeavor to complete all Work hereunto w=ifhhu days after the Commencement Date. Installation dates camwt ba gttsrentsed as Product(s) avabbgtly may vary. ++C 1 Contract PHee: The TOTAL PRICE for all Labor and Mataiale is $ t d U p .00 Com Price, $ J tf k 1 Down Payment(30%down) $ .00.00 Sams Tax(-21.) $ Balance Payable $ �®,7q , .00 Total Contract Price $ Customer whdersthnds final payment due upon completion. INITIAL HERE Finenchm. Clyde one:(YES ca mer elects to apply for fi anoftV of the above balance payable. If yea Is ctrcled,see Oran dng agreement and related document Recelat of Final Pavrtent After recelpt of final payment,1)the Inspection wtti be coordhated;2)FSA will send Buyer the Mam*tt ryes Warranty; 3)FSA will provide Owner a Flral Waiver and Release Lien and Cotrecto's Final AMWA to Owner,substantially similar to the—tonne in Chapter 713, Florida Statues(2005). L IGHT TO CANCEL:This is a home solicitation sale,and if you do not ward the goods or services,you may oahhosl this by prevldingvrtetnotice to the setter In peron,by Whigram,or by mail.This notice must itu kmM that you do not want th e'k.and must bo delivered or post marked before midright of the 0"business day atter you sign tis aareern L B you�agreer4l®iht,the sager may not keep all or part of any cash down payment. See atter notice of illation for an IN W WHEREOF, have executed ttfk contract urn�I,�of tla By Z 1!- 77 c cava rt (NmneaTPoe) csomam a maw) Home Owners Association Name: phone0. YES( ) NO( Building Nemo: (3c(9- TM AN 10.Horizontal Roller -- __ VWndowXO JOB DESCRIPTION C. ',�. � � �� 1Sw �" WINDOW ANDDOOR REPLACEMENT NOA 15-0512.05 CIT 15 OPENINGS MAy A O 20%!I toe.Faced Picture whxfow colmml, 111"x 10-1/2" 80/80 1 __ NOA 15-0413.03BMW (1)Tube Mullion 2x4 x 114" I y 46.6146.6 8.MWe Hung NOA 14-0908.08 WhxIow 35.3/4"x38" 12.Horizontal Roger 11.Horizontal Roller 1�• NOA WlndowXO WindawXO 8.Horizontal Roller 8.Horizontal Roller T.Horizontal Roller NOA 154512.10 53"x50.1/4" WI x28" PW WlndowXO WlndowXO 1MndowXO 85(65 3r x 37"x 25" 53"x 50-1/4" 53"x50-114" 8a.Single Hung NOA 15-0512.05 NOA 15-0512.05 85185 6565 85165 Window X O X NOA 15-0512.05 NOA 15-0512.05 NOA 154512.05 36414"x 38" 75/75 NOA 15-0512.10 12. 11. 10. 9. S. 7. (1)Tube Mullion 1x4 x 4(" 1501150 BATHROOM NOA 14-0908.08 BATHROOM LIVING ROOM BEDROOM 6. 6a. agrees 13.Horizontal Roller MASTER BEDROOM VVIm1owXO egress 731/2"x38" 13. 8565 NOA 154512.05 NOT DOING 5.Horizontal Roller WlndowXO 5. 37"x 38.1/4" GARAGE 65/85 14. NOA 15-0512.05 14.Horizontal Roger 4.Horizontal Roller 73-11r XO VHrMawXO 65/65 x28" ENTRY 3T x 38.114" 8565 4. NOA 15.0512.05 15' LIVING ROOM WCHEN NNO 154512.05 •vim-O' I�YC"Y'�� ' 'a t5,DoIs A 14-10 GARAGE DQOR 37-1/4"x 82-1/2" 1. 1a. 2. 3. NOT DO G •• ••• • • • • • •• NO�A141015.04 • ••• • • • • • 1.Horizontal Roller 2.Horizontal R FPR ■ - - •• •• • • • • •.• •• 83b1�80" Wndoo"x 80-114" . . • 65,65 Miami ShCres Villa e s5s5 •• ••• •• • • • • NOA 154512.05 NOA 154512.05 Ia.Horizontal Roger D By .- DATE • WMdowXO • •.• • ••: • • • • 63112"x50" • . '.. : : NOA 15-0512.05 DEBB DEPT •• • • i i • • • 330 E 101 ST t ••• �• ••• 1x4MullionTube x65" MIAMI SH g)g ," M S 134.6/134.6 NOA 14-0908.08 ••• • • • • ••• • • SUBJECT CO CChIPUANCE WITH ALL PEDERAL • • • • . • STATE ANv t Gt�Nfi f r�ILLS A10 REGULATIONS 5 i® x i ' a Sperlally 9 Consultants,Ow 1 n 5 15998W30 Avelue.8uOe YT. Dade Seward Boynton Ft caaaoeal7 Palm n a Beac16FL 334 xi4ccm t 165 156 156 1 l.owriatmlatmaoe elude 5 , wet Cm 2 173 170 70 tieeidmvm aa, ash wet Cat 3&4 - 186 leo I 180 IFew7bim q h (CICP�Ki)l i Chmffi PrwiMe vdad wesmass based on On mom mof heWt And dalt not exceed W- 2 Deft womm we for an enclosed shutleamoMer knpW redstems V(mpb) 175 16200FBCfor HVHTurFig.26.5.1a 3 (leer shalt detemtrreOwmean PW Fore heWd♦Rod FeWW wakC9cM B T"1.5•1.page2 4 End sere dstance Is Ow lessor of 10%of WfNM,10%OtvAdth or 40%of On mean root hekdt and not less Omit 74• F.vponos C 9ecdm 26.7 5 950%of a cougment Is In a parboular zwre Olen Mat component Is aotmHered to be In zone w8h ft of 00 area O Oma In Zone 5 Rd 025 T"26.6.1.pago 250 6 Each wbMaw door muWon has a eea M d lsesa t',be used.Area of to rouncled darn WSW not be less Oen 1091. Rzl 1 Figme26.8-l.pago252 7 For NOA'sdud rembe aKcMAdm muMply dw vakm flated hereln by 1.18. (iCpi 0.18 -0.18 0.55 8 Wbd are based on ADwraMe sltass pimb atrmt 3112 14.Odega 9 l0eshn Bded lards am vaWd for Emmm B and C and woome 0.(nm roof hoW 31y) thde 14.0 degree 10 Chadds and valum 60d hedn are only vald when skined,ddsd and seated PE 038214 or Mark LoOlm PE#35083 or Adam D.LeShang,PEO77012 1 IMM deskm mosam are cab elated In accedence Wth ABCE 7-10 Meffiad 2 2 No reduction Is Wm for sloom low am 10 Amcfanwomut Arae ofoompopm Amefaminpopentof Amofoommucat Amofommonm I Areeof Arced' Arm of Amdompomml I Arm at 10.)d 15.0d 20.Od 25.0 of 30.0 of 35Asf 40.0d 44.0 d 50.0 of 55.0d 60.Od' Meas Boat 4 Zoo 5 Zm4 Zone 5 Zone 4 Zom 5 ZWW4 Zone 5 Zom 4 Zone 5 Zoo 4 ZM5 Zpw4 Zone 5 Zone 4 ZWO 8 Zone 4 Zone 8 Zm4 Zone 5 40. 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 15 43.4 -53.6 -42.2 -51.3 -41.8 -50.6 41.4 49.8 41.0 49.0 40.6 48.3 -40.2 47.5 -39.8 46.8 -39.4 46.0 -39.0 45.2 -38.6 44.3 39.3 39.3 38.9 389 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 33.4 35.4 16 44.0 -S4.4 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 40.7 48.2 40.3 47.4 -39.9 46.6 -39.5 45.8 -39.1 43.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 389 38.S 38.5 Al 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 33.9 17 44.6 -S5.1 43.4 -52.7 42.9 -51.9 42.5 1 -51.1 42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40.4 -471- 40.0 46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.336.3 18 45.1 -55.7 43.9 -53.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -SO.2 41.8 49.4 41.3 48.6 40.9 47.8 40.5 47.0 40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 AS 38.1 38.1 37.6 37.6 372 37.2 36.7 36.7 19 45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 427 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 412 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.S 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 44.9 -54.5 44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 46.6 -57.6 45.3 -55.1 44.9 -S4.3 44.4 1 -53.5 44.0 -52.6 43.6 1 -51.8 43.1 1 -51.0 42.7 1 -50.2 42.3 1 49.4 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38A 37.9 37.9 22 47.1 -58.1 45.8 -55.6 45.3 -54.8 44.9 -54.0 44.4 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.3 -58.7 46.2 -56.2 45.8 -55.3 45.3 -S4.5 -44.9 -53.7 44A -32.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 1 48.0 -59.2 -46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 44.8 -33.3 -44.4 -52.5 43.9 -51.6 43.3 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 1 46.6 -56.3 46.1 1 -55.5 43.7 1 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 47.4 -57.6 47.0 -S6.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.3 442 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42A 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.S 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 47.3 -57.2 46.9 -56.4 46.4 -55.5 45.9 -S4.6 45.5 -33.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 t4.2 a3.7 . 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 *Obla• • .2• 58d 4127 -47.7 47.2 S6.9 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -33.3 44.9 -52.4 44.4 -51.6 44.0 -50.7 46.0 46.0 044.1 9 •-61.6 • 44.0 • •9 •418.0 •-81 476 -57.2 47.1 %3 46 6 55 3 46.2 -54.6 45.7 33.7 45.2 42.8 44.8 -SO 9 d @ ®qg 2 29 49 46.3 • .3• •44.98 si 44.9 f4.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9.; % .`l 5 30 -50.3 -62.1 48.9 -59.4 48.4 -8.5 47.9 -37.6 47.4 -56.8 47.0 -S5.9 46.5 -55.0 46.0 -54.1 43.6 -53.2 45.12 3` ,44.6- O® • ®•. Q� ,•�C,E,� SF �®®moo • • i • • • •� i i o Np X6214 , •• • • •• • a o • .. . . . . 00 • • 0 ® �•- F • • • gTAT • MIAMI-0MIAMI-I ADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Stree4 Room 208 BOARD AND CODE ADMINISTRATION IDIVISION T(786)315-2590 l:(786)315-2599 =Mndows PT CE OA nrr.aaiaenldade.�®v/econoenv orst This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentatlon submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AEJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Bade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Se,,including th!�NT: IPTI®PI: w-L.14�.I.OVAL DODrawing No.W10-02,titled"Series Sentine1130 Alum Fixed Window (L.M.I.)(S.M.L)",sheets 1, 1.1,2,3,4,5 and 6 of 6,dated 01/30/10,with revision F dated 04/10/15, prepared by A]-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami--Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Fissile Impact Resistant ILABEUNG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/serles, and following statement: '°IyYliami-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.NQk1e sb4 b% provided�o the user by the manufacturer or its distributors and shall be available for m6pectione at eP1$site Zt the request of the Building Official. This NOA revises and renews NOA# a073.1�Of aiAM of%is 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. . . •e• . as: . . • • • • • • • •• • • NOA No.15-0413.03 Expiration Date: September 2Z 2020 Approval Date: June 25,2015 Pa e . .. .. . . . •• •. CGI Windows&Doors NOTICE OF ACCEPTANCE: • EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.),sheets 1, 1.1,2, 3,4,5 and 6 of 6,dated 01/30/10,with revision F,dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super SpacerO insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer?insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CT'LA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along.with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal@ and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CT'LA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Mater 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 diagramm of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory,LLC,Test Report No. PITL-0080-0103-I0,d49d•Q3f 30/10,signed and sealed by Vinu J.Abraham,P.E. (Submitted under NO2 NoJV-090.;!. .J . •.. . ... . Mu z,P'.1g. • • • • • • •.• • • Product Cont I FAamlner •• • •.• NOA N . -0413.03 . .. . . . . . . •• • ••• Expiration Date: September 22,2020 Approval Date: June 25,2015 • •• •• • • • •• •• ••• • • • 000 0 0 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBN HTTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51b Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. ' (Submitted under previous N®A No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITi'ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATRRIAL CERTIFICATI®NS 1. Notice of Acceptance No. 11-0624.02 issued to EX DuPont DeNemorurs aha Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129-27 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Dutacite®PV.B Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(AIA) for their"Sallex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FEC-51b Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous N OA.N &14-0731.05) 2. Laboratory compliance letter for Test Report No.RT'L-0080-0103-10,issued by Hurricane Test Laboratory,LLC,dated March 30,2010,signed and sealed by Vinu J. Abraham,P.E. (Submitted under N OA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section,dated 12/16/14,signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. ®TITERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Boors, for their Series "Sentinel 130" Ahuninum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. ; 0 .. .. . . . . .. . . • • • . • Manufl Per X. ••• ••• ••• ••i ••• ••• Product Coifltrol el ••i i • i e •• • ••• i i lei®A No.15- 3.03 •• • ••: 01* Expiration Date: September 22,2020 ApprovalDate: Juane 25,2015 ••• • • . i2••• • • • • •• •• • • •• • • • • • • • • •• •• ••• 9 0 • ••• 0 • ag• 48" aa• NTANc WIDTH BUCK WIDTH FLANGE WIDTH 'TYPICAL ELEVATIONS a99 D.L.OPG. DLL 6Mi. DL DML. g•MAX. Is'MAX it 3 HEAD/SIU. A SHORTER � Al CORNERS SIDES m ANCHOR SPACING SHOWN FRAMES. APPLICABLE f \ TO FIANCE AND FLUSH FRAMES. SEE SPIFFY 1.7 FOR FIN FRAMES. II II i{ II m II II <� II II it II II II � II II II II II II II II C� II II 11 II C II II II II II II --n- Ir -- _=—r------rr--- --_— —=_--rr--- BUZ HEIGHT II II It z ° �. It it �e !� It D.L.OPO. ----J'-- — t ---- x ----�--t--Q----- 8 --- ---- tl ---- ---- Ir-----Tr---- a =----Il-----rr---- �� I u II 4 It H � I It u C II II 11 11 •t_.II_____III......._ � __ jI_____�II.____ ' ___4—_____II.____ n u Ir— II --- —=r-----Tr-- Tr-----r --- ii �S • • • •II II Fd II II II II B fl I WM ••• u f t ❑ n • • II • 1• • II II II li U pp/. p p AS ••••II M • If II it If ru • I • 1111' • I II I 1' _ ====sq====baa= ==__p_ G • • 8 i••i 81 n If •• •• ••• •• •• N'- • •••••• • FALSEj MAX tr MAX. i•f ( FMAX.MX. B°MAX. t8MAX. } Z •••• SSRN XZ12 ®AS8 • • SIDES SIDES00*0 t SI 17 o=+�4 • UMGE & T'ai,ANGE ADAP3'D$sTRAME EQUAL LEG FRAM W.WIDTH t �� •• ••• • 00 • WINDOW WIDTH WINDOW YAM W04DOW WIDTH WI�WDTH WIN�DTH_. • • O •� •CSRIES I&I_SENT INEIs ASU) iUM FIXED 16INDOYP I I :Ell ,DESIGN LOAEa�TJ(J�S•FOR THESE WINDOWS TO BE AS PER �,CHARTS SH V 0 SHEET 2. lAPPROVAL APPLIES TO SINGLE UMTS OR SIDE BY SIDE COMBINATIONS $ • L J • L— _ R 9 OF FTX./FIX. OR FDG WDW. WITH OTHER MIAMI-DARE COUNTY APPROVED WINDOWS USING MIAMI-DADS COUNTY APPROVED MULLIONS WINDOW IMDIM WINDOW WIDTH W0400W WIDTH W. DAYLU OPENINGS: IN BETWEEN. f N D.L.O. HEIGHT = BUCK HEIGHT - 3.00" LOWER DESIGN PRESSURE FROM WINS OR MULLION APPROVAL f 7 D.LO. WIDTH BUCK WIDTH - 3.00" WILL APPLY TO ENTIRE SYSTEM. f— - TMS PRODUCT HAS BEEN DESIGNED AND TESTED TD COMPLY WITH'THE I I LAM. GLASS gas r INSULATING LAM.GLASS o o REQUIREMENTS OF THE FLORIDA G1G.DING CODE INCLUDING HIGH VELOCITY # I LARGE MISSILE IMPACT HURRICANE ZONE(HVAC).WOOD BUCKS By OTHERS, SMALL MISSILE IMPACT o LOADS TO THE STRUCTURE.MUST ANCROD PROPERLY TO TRANSFER S L AI9iAD ! ANCHORS SHALL.BE AS USIED, SPACED AS SHOWN ON DETAILS.ANCHORS HA Ep U 05�'Id� IhewGh P1m'h o EMBEDMENT TO BASE MATERAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN.SS3g BolldfogCodo .as ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. Aaxpl®ca NoIJ��1 NOT PART OF THIS APPROVAL.. SHUTTERS ARE NOT REQUIRED. PU9J DOhp 'lf1 ti A LOAD OUR INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALLOWAtXE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE SIMILAR CAN BE etdj�mi PmdodCoNrol droxdng n0. MATERIALS INCLUDING SLIT NOT LIMBED TO STID�AL SCREWS,THAT VERIFIED By INSCRIBING PICTURE WINDOW SHAPE WITHIN SCWARE OR RECTANGLE AS W7O-OZ COME INTO CONTACT WITH OTHER DISSIMBAR MA SHALL MEET THE SHOWN @I DOTTED LINES AND OBTARRNlO ALLOWABLE LOADS FROM THOSE SHAPES. REQUIREMENTS OF THE FLORIDA 7TLDG. CODE ah®et of aazo-otW-dw00 zss9-rss(soe)'m o9s9-m t -,as �'a•Kw g e�B •t�axez(aoet sw omsaaeacsost-� ZL1££ ld 9WtlIW + sNI]Dx»q an IroI w r �_ vaesevaeano�a na�ta J33MJS H.LSZ WN 00101 m s mora O 1V1,00 SAW AS an o Ra n •AA•SB G u am un O 0 tt�lvd�a&=XM nd V SUBMGWB S>dOOa �8 SA10®IdINA IJD ui Is mu 30"0 on astes ao a .0-.��.z/� 0elaaa •aa�ts�ww Prrrs)t'rsn)m0cm am mw«xt�uux�s3aDs °mg I,�s• :ucls cu • 06-OL-tO roynp 'o as a lip mora aa�aa sam� v �l-`i�•-1�aa a•+ �i as!1 11aa= E all ��+ II u II u 11 II ty N aaaffe $�_ a I 9a0 TO SLMNWO SBW JfiODH MOtIB H ew .m.9 XVtY.91 w �� II II II vi �y II a II I n Y II II \\\\II 11 II S2 � I ii Ii � I. ii it Wo-r0 1HODH NOno .98 � SN3NHW S30IS • mm 2HOI1vEl15 f/1 x z I it it �� 1 = k===== t=====ik===== k===== == Icy li II it i 1HOM NOM WNWO .96 8/Vtll• 1HON2IIS TM.9 'XVIY,9l I� II IILL II ii • • • • • • • • II II II II II f�! • • • • ••• • u • �m H •Od0 70 MOON XOM ••• • • • • ••• • • • • • • •i• •• 00 0 • • e•• • • . ..00 . . yI,. `,. �� A • L• W. ' • W• • p A W N � q > A 5� f� N q {p A w y N m q p w (. N P e$b Sil�W � N ��N m O'�w ��O� �� 0�N m �A •� a W K"1°'L v ga O A S;N W O A •S ie 0�I�W O A a `Yi • .. K • • • .. .• W • 00 • : 0 bb �s �vmbbmbb bb � bW�b b � bbbbbt$wi+ tibbbL ;Ak. W bbbbbbbbbbb Ell g� p�b55bbbbbbbbb7 � bbbbb $ •�-.' bIIIIIIIIbbbbbbbmbbbbbb�gbbbbbbbbbbpip bbbbbbbbbobbbd o cecbbb W qq b $ yyy�ppp 4 1 N O A go Ak � � �i'a M �"P � � � � � Y' � 3 gQ t�' A � 4'g �A w T �g � A u� I 1Oe §•f��'• f,"•'c',Yi•93 £;S ��"4.y' bbtrbbbbb$� Iubbb �-O bbb bffim & bbiobbisb 1 bbiw � bbobFwbbbbbbbF. bo '-•.V". y � � � bbbbbbb � r 0 1 � bbba � sobobbbbbobb 0 loci b � bbbbbo � bbbbw > A . bbbbbbbbbbbbbbbb�a bbbbbbbbbbbb�a Imigao �22 <� of § �N � d ij i I rl r 99data ter...._... a sFrrnr�130 Awm FDO Wm"(LKq ssu.) ALFA OOQ CORP. 01-30-90 C 8 Ott R09ggN�R$�t PRODUCT 6&Y!*AOPPAEP[L' 2L I WW.SMU AD= CGI WINDOWS & DOORS =5&W.87AVE 10aan em aurrcE*ws a+ 10100 N.W. 25TH STREET M D✓3=74 y I r by H 07.21.10 uPQ4TED m xo9s F80 MIAMI. FL 33172 IML(30*2944MW FAX C2M 26243M O F 04.10.9 No CHANGE tens seer B�5 uv<.9yR YEL(305)993-6S90 FAX.(306)393-8382 COMP-ANL Mf10-02Cf� wzo-oGM,IW-c woo (SM)W.4 osq-£as(SM)"t3L Bt�Aeztsosa xvd aotoaezC eu ZLG££ 1i ' vilq aa9vde a uuwuuu 1roiwa a e S vz� VauAo�3 hwvA.A 133HIS HIGZ WN 00 GO G a auwa t tzca �s suu awroio oro uro�ro� a �'Cy M SAV es M"SSZ= SHOO® W SMOMIM BJO MW aru ammo an warm a •+'•�A a a— ,U2ilgd®13A3Q.A'Jfla019d�8 Sr1wA®P13 UO U08B e D U P 'e1�f i76�e�8��'E� (TPfSuTW t}A10oNUk m7cti in ml 73m m S3&C� suo�eu�el of-os-Ao � 3 11 tallin. o ZIO2tA!i.TY'.1' 88 eg N NW SSV10 ten ' r dAl wri.*/£ WCIA a _ pi n ¢¢ Qoo rpg oa \ n M / � r � YIOI2E3SX-dW PODIA= MIS S. pG � Me ssm wa'Apw.b/£ a o 'dAI-NMM.6/£ �n � z 0 8 8 as 8 sa e. G W V n n "�� •• • • • •• Sig IVA ' � tIOTl3�SX3 � • W tIORIAiSX� r 3La ssm • TYPIM EDGE DIC'TM s CONCRE(E AT HEAD,SILL OR MW fa- 3OOD PSI MRJ. TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY- 2-1/2" MIN. C-90 HOLLOW/FUM BLOCK AT JAMS I'm -2000 PSI NLN. �q � THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRICTURE- 1" MIN. X99 INTO METAL STRUCTURE- 3/4" MIN. DdSTALIATKlN DETAILS THRU 1X IdSTALLATX)N DETAILS TFTRU 2X INSTALLATION DETAILS 24STALlAT10N DETAILS INTO KETAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY HIPPO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS FLANGE FLANGE �ANCHORS FLANGE 1/ FLANGE OR WOOD BUCK FOR SPACINGt3 A METAL.D STRUMTiPIC:4lANCHORS '< STRICTURESEE E". MM ANCHORS MR ACWO . SEE EmFOR SPAM ; lin 'a I ly M s —�a• Et — $2 M2 0 Z •°' 1BY FOR SPACING .i •v WOOD BUCK >,-, E1 E3 1/4'MAY. O{ SHIMS •. �j EQUAL LEG EQUAL LEG EQUAL LEG <a. E2 EQUAL LEG QTR WOOD BUCK •.a M2 MMEIIAL7URE NM WOOD STRUCTURE C1 1vPIcaL ANCHORS ZZ12 Rm SPACING o_ • MS• • S2 � 1 • • • • TYPMN.ANCHORS v •• ••• �s• ' .. it II m SPACINGka TYPIrAL ANCHORS • .'•p.i• ice. °. i 'tYPiCN.AiFC}IORS t7 jij. P- •• •• °• 1w • I •i FOR SAPEACKINO G II SEE • wfOOD l�(QC • • •••• FOR SPACING ••• •• ••••• w•�d a • • •• •••••• WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. a •• 000 •• MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM u o v S 9*04 •• TYPICAL ANC1jW*!WE EtEv.FOR SPACING #14 SMS OR S» DRILLING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. " •(Fw120 KSI.FY-92 KSI) INTO METAL STRUCTURES o 1 jjogg ULTPtACON BY °ELCO' (Fu-177 M"135 KSI STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) Ear.am IMAD INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ALUMINUM : 1/8"THK. MIN. (6063—T5 MIN.) CNI, PROIDUVOM as r 1-1/2" MIN. PENETRATION INTO WOOD (STEEL IN CONTACT WITH ALUMINUM TO 8E PLATED OR PAINTED) CpN Butidine0ode ;; TNRU 1BY BUCKS INTO CONIC. OR MASONRY SM OR SFTc DRILLING SGREWS (GRADE 2 CRS) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MMMT-BADE COUNTY APPROVED MULLIONS (MIN. THC - .090') droWtrlg rro. DIRECTLY INTO CONIC. OR MASONRY (NO SHIM SPACE) MAY 2O VM1 -02 1-1/4" MIN. EMBED INTO CONC. OR MASONRY meat 4 of B i TYPICAL INSTALLATION DETAILS � � THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 1-10 RWASAMON DETAILS THRU 1X MWAUATKNV DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAR.S WTO METAL T WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS ° FLANGE ADAPTOR FLANGE ADAPT01; FLANGE ADAPTOR FLANGE ADAPTOR 8° $ n SEETYfir-4L.ANCHORS 1/4'MAX. E . 28Y WOOD BFOR SPACING SH4A8 UCK g II liORMETAL P I I II WOOD STRUM MON-ANCHORS 'o SPRUCTURE W g I'I� FOR SPACMG a.0 '�. M2 TYPICAL ANCHORS Its I ,ai eMNb �i $2 Y I .� •.a POR S,PACMG H E2 I EG C3 a O .9' •9' '. �• •' it 11 TYPICAL:X&HIN� !i•I M2 ° I SEE ELEV.• £3 �. e ' 1BYP - FOR SPACING WOOD BUCK 0 9 _ oil J ®®® �g 4 2 3/8'MM. 1/4°MAX. BUCK HE[" 1/4'MAX. � r --� GAP r GAP ,y$��cq o WO STRUCTURE 1/r MM. 1/2•MIN. d p M Z z c I 22 3/� FIN FRAME M2 CAUIAINo _ _.. • • 'N100nKo `� ••boo: TYPICAL ANCHORS: SEE ELEv.FOR SPACING I I o 0: Ikeeo • �a sMs tcRaoE 2 cRs)• ---�---� INTO 28Y WOOD BUCKS OR WOOD STRUCTURES • WHEN R1SED THE MINB j • 006096 BUCK SHALL B 1-1/4" MIN. PENETRATION INTO WOOD 1 R $ S �,� LA • ••• TFIE US f t� •DEEP •• B •04000 BES An00DBUCK*40••• HOUSE WRAP E3 EXTERIOR PEOWD'• •••• NOT BY CGI 29 $ • • • •• • • • • 0000 ••• • tYRNtI M1CK WIDTH _ "-•• •• • IiI� I�1Ir------------- 000 ---------- ••• ••• •• MW-DADE COUMY MIM-IADE • APPROVED MULLM N& LIN P • • &MULION ANCHORS SEELSEPARAE MM ••• • • • e$ SEE SEPARATE NOA • • • ° —I 1— i �I o •••• i 1 ------- ---------- &4n AM MVAD 1 1 1 _ ----- - ------- M =_ ___= CML PRODUOT REV(SBD I __ nA.PE i7171 2diba mm*Wg WNA11a Fwft o Suil11 f lgg at I L -�I TYPICAL ANCFIDRSSEE ELEV. IYo FOR SPACHXi 1!y dr°Whlg n0. Y 015 014 X 1•SO. sheet of 6 2.505 L71s'M PART$ QOANT117 DESCRIMON NATF: & RANF./BUPP m/IFP um . Et C01-178 4/WDW FLANGE FRAME 8083-T8 - E2 CCL-119 4/WOW. FLUSH FRAME/FlN FRAME 8083-78 - 972 E3 CGI-121 4/WOW. GLAZRIG BEAD(IAM.GLASS) 0083-T8 - J 1.995 E4 CFR-123 4/WOW. GLAZING BEAD(LAM.ItSUL(LASS) 8083-T8 - 3 .995 685 ES CGI-110 4/WOW. NAR.FIN AMMnOR 6083-T8 - T • E8 CGi-109 4/WON. FRONT FLANGE ADAPTOR 0083-T8 - 0: � O Mt C%R-382V AS READ. GLAZING BULB VINYL WC DUROMEIFR 75-M SHORE A t' M2 00I-124 AS READ. SCREW COYER-OPTIONAL PYC - Ei M3 COF-112 AS REQD. FLUSH FRWE COVER WC - FLANGE FRAME M4 OPTIONAL GLAZING ANGLE(1 X 1/2 X 1/87 8083-75 e 4 M5 - 2/LITE SEITING BLOCKS EPDM DIRiOMELER 85(5 MR—A 2 {,Ogg $2 010 X 1-1/4- 2/CORER ASSEMBLY SCREW PHL PH$MS ST/ST - e s12 ¢� 1.495 $ .985 •••••••••i'•••O/QO�••••••i 1..BOFSsL0o US••H••••F.8R71M5.•1•8 •E4/�FT••N�OBFRAME .995 8o ••••••••••••••• •••Q•• 7 s.(oRpSO a9a850 TWELDED CJOINT AT ENDS GLAZING BEAD (LAM. GLASS) ER DETAILS zz �$do�Z 720 3aR • • •: •e• ELAZING BEAD INSUL CNG MOLE(LM. INSUL GLASS) CIRCULAR WINDOWS Xmft .' •••• 04 00 ••• 450 RECT. OR SQUARE WINDOW •• lLFNADAPTER FLANGE ADAPTOR P.33, ! 'Wan �a N� S srws mm PRODUCTRBVISED A3 00, 1.395 9.119 FLA. CPAL 70.482 ��omplytpgwFdttho BimidA e i 'SSSSJJBB D nld ag C,,* .297 Oso oss .050 1.OBt 2015 dmwLng tro. W10-02 O FLUSH FRAME COVER O SCREW COVER sheet B of g i M I I- MIAMI-IDAIDE COUNTS' a PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' (DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE A1DMINISTRATION(DIVISION T(786)315-2590 F(786)315-2599 www .aaiaanidade.goeleconomv CGI Windows&Doors,Inc. 10100 N.W.2Vh Street I ]fl 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Laving Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product,or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-(Jade 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, iHurricane Zone. ESCRIPTIOM " i tsv a laxed])oors o Sidelites-I.IiIH APPROVAL,DOCUMENT:Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11,inclusive sheet 9.1,prepared by Al-Parooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT HATING:)targe and Small Fissile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheets L&2,single sidelite in sheet 3 and door mullion in sheet A.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and looking hardware options in sheet 9. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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. 'I`E1UMATION 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 NO.4shafl-bop p tided tothe user by the manufacturer or its distributors and shall be available for inspection at the jolfsite attreMu*sjoi Agailding Oficial. This NOA revises#13-0226.06 consists®f!hisq&gb•Aadd tv:d*1gp Ages E-l&E-2,as well as approval document mentioned above. The submitted documentation was revieFedby Ishaq L..Qanda Y.E .. . . . . . . .. . . • •• N®A No. 14-1015.04 t8ltiF® E CAutdtl! •• ••• Expiration(Date: August OS,2015 ® ° Approval Date: August 13,2015 CGI Windows&Doors.Inc. NOTICE OF ACCEPTANCE:EMENCE SUBIYIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Gutswing Doors",sheets 1 thru of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file##13-0226.06) 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)Mater Resistance Test,per FBC,TAS 202-94(+50.0 PSF,sill S-I only) 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida,Inc.,Test Report No.ATLSF-1218.01-12 dated 02/11/2013,signed and sealed by henry Hatem,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab.,Test Report No. CTLA 3056WC(sample#3)dated 04/16/2015, signed and sealed by Ramesh Patel,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(51h Edition),prepared by Al Farooq Corporation,dated 10/06/2014,05/19/15 and last revised on AUG 04,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04 and-2009. D. QUALITY,ASSURANCE g�tt MATERIAL1. Miami Dader�Dge�ppa�'rtpmegnt�oTf Regulatory and Economic Resources(RER). E. CER1JS$`A6.ATIO S 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for.their "DuPont Sentry Glass®Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc.for "Saflex clear &color glass interlayer",expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex&Saflex HP composite interlayer w/PET core",expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5h Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addengle n4ette s,�.partof thsabove referenced test reports. G. OTHER 1. This file N®A revises#IM229.06,*txplrin j OMM/18. 2. Test proposals approved dated 12/16/14 do# 12-0553,dated 04/25/12 approved by RER. •• • • •• Ishaq I.Chanda,P.R. . .. . . . . . . . •• • ••• Produet Control Examiner N®A No 14-1015.04 ••• 0:0• Expiration Date:August 08,2018 • • Approval Date: August 13,2415 • . • . :l;al : :•••: ••. . . . .•• . . 37-1/4" 72• g oo�FRAME WIDTH RS DDDR FTtAME WIDTH HEAD ANCHORS AT S=ENDS QUANTITY CHASE M 6•MAX 3. TYPE'X 'if OR'C' HEr MAX,AD/SIJ. 3• 6. 3• SEE CHART FINN QUANTITY ANCHOR TYPE 3 / AT STILE CORNERS s SHIM A' 'B' 'C' p®� CORNERS A _ A _ 1/4" 4 4 4 a t t - `1 3/87 0 6 8 _ 7 - A II I /if IY t � i 7 � IIf RrR ED aD �y!i j m 10 LOOK OPTIONS I �K!i OD •N51beFtoa86a SEE s m 9 i ==== t lft-ldf51 ,otl� -=F O1 at y`y m I it N ^U W ii it _7 m n I I n m 1 • • ••i•� � i= •• 000 • • I 00' 0 in • ••�i••�! I \ 1 t � II 4�{ �'' •• •• • �' •�i ••\ i i ii SERIES SENTINEL 180 ACTNE a • i I _ ,ALUMINUM OUT SWING DOOR W/ SIDELrIES 1` • •• ••• p�D• •,. - - fV •• i•• •• ••• APPROVAL APPLIES TO SINGLE(X)AND DOUBLE(XX)LEAF DOORS ®3i"" WITH OR WITHOUT SIDELI7ES. G -rh • • • SIDE L.ITES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z Z ii i ••i • •• 'w SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. • g M • • • $ •iT•1 • !11 23 1/2" 23 1/2• 2 ANCHORS O.L.OPO. D.L DPD S£E SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES t,�o •• ••• • •• • i i SEE SHEET 4 FOR SIDELITE TO DOOR MUWON CAPACITY. • • • • TYPE.D. 4 ANCHORS SUIRACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY 0 ••• • • •• AT SME ENDS TYPE'D' FALSE MUNDNS CHARTS WILL APPLY TO ENTIRE SYSTEM. • • • • AT STLE ENDS MAY BE USED •• ••• •••••• TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •••• ( X ) ( XX ) REOWREMENTS OF THE CURRENT FLORIDA BUILDING OWE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVIM. DOOR OPTIONS ISY OR 2BY WOOD(TUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO top x G TRANSFER LOADS TO THE STRUCTURE. i DOORS LOAD CAPACITY-PSF DOORS TOAD CAPACPPY-PSF ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS SINGLE DOORS(X) DOODLE(>i>T) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WNL.DRESSING OR STUCCO. ODOR OILS. LAM, or INSUG-LAM. DOOR CIMS. LAM.or HNSfHrLAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRA1 -2c LEW ARE NOT PART OF THIS APPROVAL n wwH -1 WWTH Oro i xot9li °Rd+) u+sd-) A LOAD OIIRATICIN INCREASE 6 USED IN 1IEM OF ANCINTO WOOD ONLY. 37-1/4• 3S• 9s• IO 880 72• 3S• 98' Ii0 80 TI MATERIALS INCLUDING BUT NOT LIMBED TO StEnAUAL SCRLYIS,THAT CONE INTO <m v o WE CONTACT WITH OTHER DISSIMILAR MATERIALS L MEET THE REQUIREMENTS VERIFY COMPUANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG.CODE. FLUSH BOLTS AND LOCKS MUST BE Fes' t1VLL u ENGAGED TO HEAD AND S91 DUPoN6 �D.L.O. DIMS. FAA PE j�70892 S � PERIODS OF HURRICANE WARRING• D.L.O. HEIGHT= FRAME FE1GHT 12.875" 1 D.LO.WIDTH DOORS) - FRAME WIDTH - 13.75" NOTE: D.LO.WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 f AUG 2415 GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DDORS/SIDEUTFS ARE RATED FOR LARGE AND SAL MISSILE IMPACT. W13-O f AND FLORIDA BUILDING COMMLWON DECLARATORY STATEMENT DCA05—DEC-219 SHUTTERS ARE NOT REQIIRED. afioot oT 11 m-,/a• rl• Zoo DOOR FRAME WIDTHOOOR FRAME YfiOTH HEAD ANCHOES AT STDE ENDS o y ANCHORS _ SEE CHARY FOR QUArrtmr 4UANTrTYCHO CHART 6*MAX 3. TYPE W.'D'OR C. 3• 8• 3• 91Ad A ANCHOR E 'C' a AT S ILE ENDS / ik3 C0 A _ I/a 4 4 4 1 ! !Rs 3/8• 8 8 8 it r ; \\ It t 1.ii._ 0 t /I t F// ! gg ILM OPMONS it 0 SEE SHEET 9 •• • • • �• • t\ �� I • • • i \!K r \\ i PaODUCI'REVIS€O ul • • '�� II ! ! I u Nva t O �� • • w Acnvi ! ! • B ' B Vo . . . ,/r O.L.OPG. AT m 8 2s+✓z i3,/z• 00* • • • 2 artrsMRS OD.L.OPG. ML(PG. • • • • •• ••• • 0000• • . E W ENDS ANCHORS SURFACE APPLIED •••• TYPE'ErSTILE BE MUSED NNS AT S71LE ENDS MAY USED Zypj�L ELEVATION FOR 3 HINGE DOOR ._ELEVATION FOR 3 HINGE DOOR ° Q (.X) ( XX ) ' NOPE: SEE SHEET 1 FOR DOOR CAPACM lu 4 m V O h En2r.JAVAD_AHIUID p 3 CA.N. 78=2 3 '0 crowing n0. W13-01 70<!J�2015 :!n«t a°f 4 s 144"MAX. �® ' 37 1/8' 38' 72" 36" SEE O11ART FOR OUAND91' SIDELITE WIDTH SIDELrtE WIDTH DOOR FRAME WIDTH SU)ELI9E g HEAD ANCHORS MAX8" 6"MAX. ,• e" 3' ATQUAN�M CEWVF � qD F FFAD/381 q -� _ ANCH08 TYPE •�" + SHIM 4 4 4 �C y--- + /.� LOCK + • AsFASTENERSANCHORS SAME LOCAT10N5 SEE . S ` ____ ==== F __ SHEETS&2SHOWFI =+ • •• � �o � �� /� i• ••i 9999•• \ ' ii/ ii O�i ... • • • 9999 •• •90 9000 • •9 • ••• 9999•• i •i•• • • ACTIVE s9AcrlvE • ••• •• • 940.9 40 :41 06: -t�t' 9 • • 9999•• G }o C90 • 31 9/B' 39 9/8' 23 9/2' •• 9•• • •• •9900• D.L.OPO. • 9 • 9 D.L OPG. OL OPG. D.L OPO. D.L.OPO. SURFACE APPLIED CE DESIGN ACITY-451 • 4 ANCHORS FALSE MUNYINS •i • • 'TYPE 18' MAY BE USED S*fdSIDEt.ITE FitgM 88TA'110NARY PANEL(6 rMrAL ELEVATIONI TIMC.AL ELEVATION �LU�� ZSTE NOTE Law) RtO z V:H: Es7, ) INT.(-) ( O ) ( OXkO ) 8'80�tC6 Ep 24 soo 800 SMELITE OPTIONS m olyme ee So eoo W.0Amplam Flo 14-1Gljo =� � 33 sa 80.0 aoA ss 80.0 80.0 37-t/8 77.6 77.6 rt 38 73A 73.8 SI $ $9 � DLO,1_,O• oi413• �•'P j Yi 42 88.8 8&8 D.L.O. HEIGHT = FRAME HEIGHT - 12.875' 24 80.0 mo D.Lo.WIDTH - SIDELITE WIDTH -8"STAND ALONE SIDELITE ONLY <m v o 30 80A 80A D.LO.WIDTH -SIDELITH WIDTH - 4.875 SIDELITE 70 DOOR ONLY 91,, 33 90 80A 2 "' J 36 80.0 amo EIq�:•.IA`810 37-1/8 77.8 77R FL4.PE OOSl27 8! 0 38 73.8 7&8 24 80.0 80.0 Ll $ 30 80.0 ODA 33 Sit 80.0 ODA AU 015 �a1,31 no. 36 sob sao VV3-01 37-t/8n.6 77s sheet of DOOR DOOR DOOR DOOR • DEBIGN LOAD CAPACIIR-1SF FRAME SNE= SIDELITE FRAME c Smarr FRAME S Dam FRAME SmELRE LEAF ISE SIDffidTE YO DOOR MOI]JDN - tt9DO1 WID•fH WIDTH WfDTN 1fl0TH WIDTH WIDTH��WIDDf9WIDTH {SEE NOTE BELOW} mmmN INCHES ODCHES INCHES EXL(+) p®� 24 80.0 80.0 �° 30 80.0 60.0 33 38 84 60.0 80.0 38 80.0 80.0 37-1/8 77.6 77.6 \ J J \ \ J 39 73.8 738 42 888 68.6 24 80.0 80.0 30 80.0 80.0 33 35 808 8" 02; all 3738/8 77.6 80.6 SIDELITE OO�t FRAME SIDEUTE DOOR FRAME SNEUTE 39 738 73.8 WIDTH WIDTH WTDTH WIDTH WIDTH 24 S0.o 60.0 3O 35 96 60.0 80.0 • •• �•0 60.0 H Q- E 36 • • • eoo Bao /% %\ % 9 i• 3 Hq ••• 7K8 • ns , s ��/. • \ / \ S ELI •ee** so• • • MUIl.ION� '� '� STELE (ONX0) •• :•• •••• •••••• H:t�ANCHORS END ANCHORS Pf mxrRcvfm in • •••O •• • • SEE SHEET 3 SEE SHEET 1 aeo�pDgD� g Pbdk z Z d bdaq• • • • • AmCaN -0� g • • atim not. 111 _ • •• •• L:SID DEAFWIDTHIaJTE WIDTH DOOR FRAME WIDTHSINGLE r 3r MAX. f5 D(AJmE XX)72*MAX oil SIDK=X TO DOOR c NOTE: n INSTRUCTIONS: GLASS CAPACITIES ON THIS SHEET ARE c g g usE CHARTS AS FOLLOWS. BASED ON ASTM E1300-09 (3 SEC. GUSTS)AND FLORIDA BUILDING g<m o 1. SOT SINGLE OR DOUBLE DOORS CAPACHY FROM DECLAPATORY STATEMENT DCA05 COMMISSION DEC -219 TABLES ON SHEET i. n Q 2. SELECT LONER OF SIDELITE TO DOOR MULLION Ems:JAVAD Alimw @@ CAPACITY FROM TABLE ABOVE. cm 3. TOWER VALUES FROM STEPS I OR 2 WILL APPLY FIA B (76992 0 TO ENTIRE SYSTEM. 3638 $ fin•: dmwing no. W13-01 • sheet 4 eT 9 9 W. h<p� 3/18'TEMPERED GLASS se S 3/8'dot SPACE 3/18"ANN.(LASS 3/18'HEAT S1REH'0(LASS 3/18'ANNEALED GIHSS .078'So11ox CP 91i0r M Coro ATS'SoRaz CP VM FV Core A75`Saflax CP ip8h PET Core OL Liy'Eastman Chemtow Ca' 8y'Eastman Chft*ot 00 8y'Eastman Clremacal Ca' 090'Saflex Clea'And Color Glass .0w so"Clear And Color Glass A90'Sarlex am Aid Color Gloss By'Eastman CAemteal Ca' %f*Eastman Chemical Co: 8y'Eastman aw doai Co.' • • • 090'Kuroroy Sw*yGtn 080'Ka'oral'SentryGlae 090'Kworoy SentyGloa $ • • •• 40ct♦raray Annertco,Inc.' 81f'Kworay Amerloo,hne.' 11y'Kvraroy Ameixa lona' •• ••• • • • •t �KW'ar%Butaelte PY8 .080"Kuraray 8ndodfe PY8 .080 Kuraray t�toeite PVB • ••• 8y'Kuraray Amed-Mc.' 8y'Kur"Americo.Inc.' 8y'Kworay Amm"Ya.' O • 3/16'ANG►-*a • 3/18'HFAT SYM D GLASS 3/18"HEAT STREMD GLASS Q SAW••• SILICONE •• *00 • • ww gm DOW Cow"as 898 OOZY EKG 998 Pim sin n •• 000 ••• ••• z GE-1200 CE-12MDOW HG�9 No • '• 1 • �•••• .rF 14 ••• •• • ••�••• I i I I XLEDGE SP/CER ! \ ! ST. STEEL eY•CARWNAa: •• g\•• •//! •• \ ! gg 000 •• .\• •• �i• i \ / \ // OILRPASFAL BY'011ANF.X' 61 8 SUPER SPACER RY'GUNW 28+ 1/4 28 AT 1/4 POINTS 28 AT 1/4 PONTS $mm 7/18" LAM. CLAN LAM. GLASS 1" OVE LI.IINSUL. LAM. GLASS § GLAZING OPTIONS €6 ont�'d� ftn aamuo "MMO CIVI FIA. W42 e y 5205 drawing no. W13-01 sheet oG 1 • tBY Wow 1AKNC 20Y WOOD BUCK EDGE DIST. TYPICAL.ANCHORS EDGE WT. I SHEET, OR SEE ELEVATIONS a. WOW STRUCTURE METAL t FOR SPACING t 2,. EDGE SEE NOTE SHEET t EDGE DIST. STRUCTURE r �'� .... 4. . ..... g $ II TWO W. 23 1 1 r I \ \ q h I r 21 .- TYPICAL ANCHORS 12 SEE THM TYPICAL.ANCHDRS T ANCHORS FOR SPACING ®J 13 SEE ELEVATIONS ®® FOR SPACING FOR SPACING 68180-RADE COIROY APPROVED, tb SEPARATE NOA SI WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS jt MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I�_______—_ ----__, AND TRANSFER THEM TO THE BUILDING STRUCTURE. .• TYPICAL ANCHORS: SEE EIFl.FOR-Ac" • • ....W .. TYPE 'A' t/4"DIA UtTRACON BY 'ELCO' (Fu-177 KSI.FY-1S3 KSI) .� W i • • i MIN. LENGTH 2-314 SEE SAA ••••• INTO 28Y WOOD BUCKS OR WOOD STRUCTURES FOR SPACING W •: • • .• . • ••. t-1/2" MIN. PENETRATION INTO WOOD (HEAO%JAMBS) • THRU 18Y BUCKS INTO CONC. OR MASONRY ^o •• • •�`•• •. 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) a. • . .',.. W 1-1 4" MIN. EMBED INTO CONIC. OR JAMBS) >3 a M •• • d. • •• TYPE 'B'- 1 LC DIA, ULTRACOM BY'ELCO' (Fw177 KW.Fya135 I-) • • MIN. LENGTH = 2-3/4" o • • • 4 DIRECTLY INTO CONC. OR MASONRY • • • ... 1-3/4" MIN. EMBED INTO CONCRETE(HEAD/SILL) 004 04• •• •.• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY(JAMBS) • • • .. TYPE 'C'- I%4" DIk TEKS OR SUE OWNG SCREWS (GRADE B CRS) � 'sbht41RoF1attr •• • • • INTO SHAMULLIONS (MIN. THK. ,/67 .o y_ INTO METAL STRUCTUE ( Fo/su/JNJBS STEEL: 1/8"THK. MIN. (Fy - 36 KSI MIN.) l.. �.w ALUMINUM : 1/8"THK. MIN. (6063—TTN MIN.) Ccaamst R (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I 1 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. ®� INTO WOOD STRUCTURE = 1" MIN. a INTO METAL STRUCTURE = 3/4" MIN. 21 t2 WOW AT HEAD OR JAMBS SB r 0.85 MN. 23 I i t3 CONCRETE AT HEAD.SILL OR JAMBS Pc= 3000 PSI MIN. C-20 HOU.OI/FILLED BLOCK AT JAMBS I'm r 2000 PSI MIN. «+ t t w \ ANCHORS MAY BE HEX OR FLAT HEAD. RAPE M02 ANTS: o n . Me.rteev�rovrs• °..:. ,.°a: SW ALL JOINTS AND FRAME CONNECTIONS SEALED WITH C 1 EDGE DIST. SEE EIEVA GE SCS20W SILICONE SEALANT. drawing rw. FOR SPACING W7 3-01 ETAILS DOOR Dghost 6 o111 3/B"m SHIN 2 .•iff WOOD M= SEE NOTE SHEET 1 $ ACT14B LEAP 21 •• SEE ELEV, TYPICAL.ANCMORS °•'•. MR SEE ELEV. h FOR SPACM r ,9 s.• "Mm"E 0ENm 7J D.L.OPO. 2g AMa9teaceNo 0 01f METAL EXTERIOR / amts LFAF LOCK �DUD DOLT B,h 161+ SEE SHEET 9 gj�,� Ceabd - • •• DOOR F WDM •• ••• • • • • 31e wx • • • • SHIM • 0000•• N STRUCTURE • O N •• ••• S�8" .�• Ci •.••• E 3 POW LOCK-WITH OEAOOEAD, BOLT OR SOD�tSt M • •.• SHIt`•y �.•••• M SEE SHEET 9 pQ • • FLO9,BOLT SEE NOTE • ••• cowa�TSE• .• �o+ OR•' : DUCTM LEAF • . AtASCYfi 0.•• ACTIVE LBAP • �0 �•. 000.0• Z2 19 23 • •• SEE ••.F� •0•• O • • Id 61 . . . yyc � S Gl '��•'.•••' TYPICAL AwOHORS 8 iC Y Lo.LOPO. EHT T Y � is 0.l.OPE. EXTERIOR LEAF WIDTH LEAF NADTH M DOOR PRAIIE WIDTH m n E"r "AWAD CrIt yy, FLA.PE 0__792 o n b 5 dP0YJ1MJ t10. 0 5 zo�5 W'13-01 DOOR DETAILS sheet 7 of 91 Ttvm ANCHORS SM ELEVA7M .;•EDGE• " s. • .4PACM.. •'`� .CONCRETE• � on O ,2 C4 13 26 � N • • 3/8"DEAX.•. • • ® MAM JAMB FASTENERS •. O g 2 FGR LGCATm Ul • • •• • • •• - 18 SEE DOOR JAMB SPAaNG •• ••• • • CONC1f1:1'E. i7 CN St1EM, 81 2 • • • ••• • _ O _ cif w MASOWNWRY 0. • i• r •• •• • • •• • ds NM • •• c pf 0 09 • •••"�� • •••s 8 g—g •• ••• "A U�1� • EXTERIOR �— • • • DA OPG • _•.: 4 ••• • •• LEAF TBDTH • • • • SIt>an MUM DOOR FRAME 0.,OTtt •• ••• •••• f •• FRAME 9FL YM S /7rfl-M&ANCHORS 3 FOR SPACING BEFORE MAMO sm a". L&MY SEMW TR* UNIX NOTE: UMR SHIM TO METAL STRUCTURE AT JAMBS TO 3/B" 12 FLA.PE A 70892 o n 201 ' ��FAN411i£TE;:e �. :• e•� . �°: drawing no. TYPIM ANMRS W13- 1 SM ELEVArcM SIDEI W DETAILS sheet $of � u g BILL OF MATERIALS EXTRUSIONS MISCELLANEOUS �t " ITUI 4 PARE*LMEMM itl1WAL WJW. mm1TEK CMEPART Ib. BMW= ILITER84. War. RERARKS I CGI-0 FIOIAE iRaD ARW 381 663.76 CW EXIMlOFR g MW E CGI-190 FWK SM 4US-76 ca Dam= E2 116 u �iRAtl GA9fET IO�tMEM OR 3 CUM SMOIR WAD Abp SU 6 3.76 CGI Dam= 23 H5 V3=6 49 x 3M WATMOWW PRE W COW FM VWWL MUM OR EOWV 4 CGI-14T FREE STma9m=a im 4063-76 CGI Dmvw 24 K9 vnm 187 K SFO M PRE VSTRIPPRFG Yn.W FIR LLlF3 O WR EMV �9 S co-m MTBE 31WLFTE as 606346 CW E mwn q1-1 16 a ME 0 1&K 40 AM= CW-gI5iW1 � n 6 CW-193 PARE. WD TW AND M RAIL 6063-T6. ca EKTI= 25A M HM(4 172'X h 7 Ca-m Pmm VERACM.Sm 863-76 caExTam bU AND-W HM A U2'141 3F3 C9 CGI-199 SIEAR BACK 6O-% CGI MOM 26 K4 C61-3mv MAM BEAR mu VBrIL cw F. • C6t-791 WX WM FAB SILL MY MMWWII CW E%FAU�R 27 RT MY-16 MY MW RBF-SMUMD VBb 3/6•3/6•W MFF zWS PLATED W 13 CGF-I92 FRWE WAD!dW SRL VMXD SM CDYER 6063-15 CGI D aMM PB - mm BALK&PER LRD EPBI mmgm ON WK A A� L4 C61-121 7/160 GLASS TA.AM 8EA0 6063-73 CW DI(BMER C 14A ca-m I•GLASS GLAZDS 3EAD GM-15 CW FXIM8IER IS CGL-2A0 3RF!•I=PLATE 8064-T6 CGt FXtR> FdOTE• Dil1AA9ERS 8. 10 & 11 ARE NOT USED 16 CG[-195 ASTRAGAL 8063 1S tf4 EXIMIOER 17 1.1m smam OW73 ca E%wm LOCKING OU"RE E • •• • •• oESCWPnm RATEM w". REMA2(S 0• • • CWgi�oo 3 Ma Y LEaFT -CUSCWS usm 2F AL1.WTM 06 'm, •• AullmT T AF31CT1VE tE Gd-gM1� IISEO BY Atl. 0• O • GPTWII l 56AC71VE BALBVRI • 5153 Fp • WO LEV@t4D�P�qM BALBVAF Wtm"L •• 8231 MUM a Lra IPTMN 2 /060• 3EAM7.CT1VEQm DD=RY sm � NM 0• JM ACTNE DEKIER BY sm 3 • •. im imp VM IEVONGONK LE07 mm BY sm ViKOUA. • 3 BEAD M7 CAPPER IRW •• •• ACTIVE LEVER TACit k LEIS) COPPER K ° ry p • BaWY mPeFscREEK Frero a .oy •• 000 • •• 000000 • • • • it.> •• • • • • ••• 0000 0000 • • g� SCREWS EWS ART rA • BRLRW= ROM 18 0 L4 K 3/4°KEK REAS TW-MRlIDII attAtMffRT S S 19 0 6 X Im PM um SRS-ASIRA&ATTAgMRi 12•FRM EM00 08 80 110 K t V4•PR SIB-ASSEI®LY 3 PER cmm g JR O Q m 0 0 n RAPE omCANgo n S � � i � oi� d.eaing rw. 113-01 MUM 01 i 1 M Wz P'^ As+emDlT BOR Aam�fP Q i<n ir i�2• �W Boa • ••••.••••. ••..••.••••. ••••.••.• • •••.•.•• .•••••.•• ° m Ox3/'PN6 flhb • • 0 000 00 pe wAd Soo 00 to 1/f PH MS :114 TO*- YaBxRya•¢D�, �UdCrF'RBsa@a�tlVGJA�dNm-tFNi24`e D� C�VZ�(C)� Z �1_2 • ••• •• • • •• • • •••• •• 00000•••• t •• ••• av •• • • Am" •• � � o TO'SEcTwN 9HM (BOTTOM 9") ir t rshWW(k=Uva Pmd) MRS, Top&Bottom 0 n .JAVM NaMD tA1M. MC.µ O A q G 5 droving no. CGI CMTCM W13-01 3-PUT LOCK sheet 9�99 Si 3.825 125 i.s29 Z .750 062 k 1.590 .080 .100 1,�7 4.495 $ s.sao � 1z Q DOOR FRAME HEAD/SILL 1.788 FRAME COYER 3� I.SST 1.410 1.825 .062 1.625 O TOP & BOTTOM RAIL • • g,$00 • • • u SILL COYER • •• • • • FE ,080 • 1075 • • ••• •• • • • • A15- 0 485 t.azs 1.440 0 •• •• • •• • • • • • A7s tA83 a.495 *0 •• • • •••• • p • h see• : •000 • O HINGE & LOCK STILE 3 a n ••• 3 3 • SIDELITE TOP•&g3@0TTOM t7 SIDELITE JAMB COYER .••• •• • of •••• • .O •• 37� • • • • v�g . • • • H622 85 PAODUCpggy a45 ft c.b ot/ryt 1s lu /o/•0y .060 6M�LSA. �, c g O95 aha �, HSE to ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE tow 9.810 3,Op5 1.061 1 1.125 2.000 .995 .050 � .120 1.482 ,080 - .250 500 1.164 .080 T .080 14 4. .120 4.000 GLASS STOP (LAM. GLASS) 4.000 .075 aavno ava. 500 .124 070 120 FM PE A 9102 s .120 V1W kM 1.485 f.4� .420 .995 ASO A ' 20 arab ,w. 1.225 $70 1.184 W13_01 O2 a g 1 DOOR FRAME JAMB O SIOELITE FRAME JAMB OSIDELITE MATING JAM8 GLASS STOP (INSUL. LAM. GLASS) sheet9O0411 p ' ASSEMBLY FASTENERS TO BE MSTAllEO PRKKi OMTO JOMM.MAIM.JAMBS 3 ASSEMBLY FASTENERS TO�INSTALLED 4 %� %� 0 / PRWR TO JM.MATIN.JAMBS / Apr op a cr 9 NOLE CAP---- opt 7, 5Y •• ••• ACCESS••• AHOLE i 2 • •.•• • S gFASTENERS ,t •• ..• SPEDSK"8 • •• i U LL 40R WAS • � s � • ••. •••• •• •• 04:00 •04 • • •• .•.• rJ ZZ • • • •••••• SIDELTTE JAMB CORNER SID MATIN MB CORNER •• •.. DOOR FAAiIE TOP 1g�B01�TUM.CORNER ZOP & BOTTOM TOP & 80TTOM • • • • is O 6900 •••• fill iiF9 Ad a�� u 3�arono n aw "Mn a& RAI 7M 35* o ® drawing na LM M TOP & BOTTOM CORNER sheat 91 of 1 MIANIMADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY ANIS ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION • T(786)315-2590 F(786)315-2599 PTANC ' ®A www.m6am1dade.aov11eonomv CGI Windows&Doors 10100 NW 25 Street Miami)Fl.33172 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade. County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their,jurisdiction. RER reserves the right to revoke this acceptance,-if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building rricane Zone. DESCRIPTION: SeaBes 66Sentinel 120'9 Aluminum Horizontal Slidang'Virindow--L,19d.I APP : Drawing o. , tAt cries on the Alum. giariz. Sliding Wdw. (L.M.I./S.M.I.)77, sheets 1 through 11 of 11, dated 03/29/10 with revision "E" dated 04/10/15, prepared by A]Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. NDss LE I1vI>aACT RATING:Large and Small Missile Impact Resistant LIMITATIONS: Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per PBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. YERTISE : 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 Nb.A sh l im;pc jdj4h;Jho user by the manufacturer or its distributors and shall be available for inspecrioln"ejob sa# rvgftest of the Building Official. This NOA revises NOA No. 14-0915.07 and consists of this page l and evidence pages E-1 and E-2, as well as approval document mentioned-above. ... . ... . . ,r_.._,�, The submitted documentation was revievai Oymanu�l rerpt:,P.FC-- %t .. . . . . . . NOA ie1o115-0512.05out�Tti Date: September 22,2020val Date: August 20,2015 • • • • • • • • • • Pa e • • •• •• • • • •• • ••• 0 0 0 000 0 0 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAVMGS 1. Manufacturers die drawings and sections. (Submitted under llt®A No. 10-0510.12) 2. Drawing No. W10-18, titled"Series Sentinel 120 Alum Horiz. Sliding `tiVdw. (L.M.I. /S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision"E"dated 08/04/15, prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203--94 along with marked up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WA,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA--3056 WC,dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202.94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliftg"4os,:prd3a*ct tV Hurricane Test Laboratory, LLC, Test Report No. HT1,009QQ 010 J-tdj&t®d Z&TV10, signed and sealed by Vinu J. Abraham,P.E. •• ••• •• • : • (Submitted tinder 1!'®A No. 10-0510.12) 1�f t� ••• •:• ••• ••: •' ' Manua Pe , .E. • • • • • • •• Product Control a er •• • • • • • • :• • • •.' ..: '.' N®A No. 1 12.05 Expiration Date: September 22,2020 Approval Dates August 20,2015 . . . • • . . . . . .. .•. . . . .. .. . ... . . . ... . . CGI Windows do Doors NOTICE OF ACCEPTANCE: B3MENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FDC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 09/05/14, signed and sealed by Javad Ahmad,P.E. (Submitted wader previous NOA No. 14-0915.07) 5.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their 66SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP--Saflex and Saflex IIP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. F. STATEMENTS I. Statement letter of conformance, complying with Fl3C 51& Edition (2014) and of no financial interest, dated 05/29/14,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0913.07) 2. Laboratory compliance letters for Test Reports No.'s CTLA-3056 3056 WA, dated 03/03/15, CTLA 3056 WE, dated 03/03/15 and CTLA 3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C.Patel,P.E. 3. Testing Proposal issued by the Prbduct Control Section, dated 12/16/14, signed by Jaime Gascon,P.E., Section Supervisor. r 4. Laboratory compliance letters for Test Report No. HTL-0080-0102--10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted miderNOA No.10-0510.X2) G. OTHERS 1. Notice of Acceptance No. 14-0915.07, issued to CCI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window- L.M.I., approved on 02/05/15 and expiring on 09/22/24 • •• . . . .. . . . . . . .. . . . . ... . .. ... .. . . . .. ` Manned crez • • product Coaitrot-Ift r •• • • •• • PI®A 15-0 Z.05 i . •. . • • . • . •• • ••• l;lratlon Date: September 22,2020 Approval Date: August 20,2015 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 TYPICAL ELEVATION FLANGE WIDTH BUCK won 6• 26 sX. s 11r BUCK s/s• o MAIL MAX MA%. MAILt0"HAAX. JL HEAD/SNL N/CNIG.STILES HfAD/SILL -,AQ/SIU. SINES E#'Ao/sw. ((JQQ Z i �I S-� $ F 1 1 1 ii it ii lot qqq�a U E it f jj F £t tl F R 7 II 6 K. _ 8_ /. It a al -_-T(----" - it•• - R----- H - S $ II i i I 2 (DACE 32 7/8• 32 7/8• AODL ANCHORS ( 32 7/8•FALSE MUNTINS 32 7/E• ADDL ANCHORS 3G OpyAI, AT CENTER LITES&NIG.SINES OPTIONN. Al CENTER I.RES t ATG.STILES Q' D.L.OPG. D.L.OPO. AT HEAO/SILL D.L.OPG. D.L.OOPG. AT HFAD/S4l (off 11 'L/ 1 •••• 36 3/8• SEE NOTE(•)ON SHEET 2 36 3/8" SEE NOTE(•}ON SHEEP 2 • • •••• Yp�7� VENT WIDTH • • •••••i •FLANIGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME n . .... S Oil • •••••• tto• Zz(2 • •••• •••• •• •• Bust WIDTH0 MAX. L1 9o_ •000 HFADa �• s•MAX • • • 0• ••i ••• Nrc � $ _SERIES SENTINEL 120 •py • •••• to ALUMINUM HORIZONTAL SLIDING WIND OTf — � .®� • •• • .• ..•. • DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 12®00 ME • • n CHARTS SHOWN ON SHEET 3. R II BY c B& • •• • • • •• • F u f APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATI Ptd • 6 6 /. OF H.R./HJL OR HORIZONTAL ROLLING WITH OTHER MIAMI-RADE COUNTY a logo - DESIGN)AAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF � u (XO OR ON sum (XOX Sam) (XOX SIZES) FLANGE DAMS. DUCK DAL4. CLAM TV,89 A'&'At' AM TIM'6'&'81' FLANGE DIMS. DUCE DAMS. GIAM TYM'A&'AC GIM Rf0�1S'Y&13e FLANGE DDS. DUCK Dm. Ofd TVm 6'&'Af' OEM'TYPES it'&V o wwTH 11EWM flIOTH HEIGHT exrl+) a+r(-) Exr•(+) urtd-) amt rmarer wroTw I+ Y W.(+) .-(-) exrd+) W4-) wwm M IT vA R ramxT -(+) wr(-) 31- 0 -) 28-1 25-1/2` 85.0 8S 80.0 90.0 74' 73' 65.0 6&0 80.0 90.0 74• 73' 65.0 654 0 37" 38" 2S' 0 804 90.0 108-1/4" 26" 105-1/4' 25' 65.0 85.0 80.0 90A 10&-1/4• 28' 109-1/4' 25• 85A 65A o � a� 83-1/8 52-1/8' 654 85A 80.0 90.0 111" 110• 05.0 85.0 60.0 90.o 111' 110" 65A 65.0 .0 74' 73' 0 85. 804 90.0 74' 73' 65A 054 80.0 90.0 74' 73• 654 65A 0 2• 25-1/2° 80A 90A 108-1/4' 38-3/8. 105-1/4. 37-3/8' 65.0 65.0 80.0 90.0 106-1/4' 30-3/8• 105-1/4' 37-3/8` 854 89.0 .0 3/811r, 38' 37-3/9' 8.0 90.0 111• 110` 69.0 88.0 80.0 90.0 111' 110• 65A 65.0 .0 �� A 83-1 52-1/8' 80.0 90.0 74' 73' 65.0 $&a s o �.0 74' s0-8/6' 73" 49-9 654 654 .0 74' 73` BSA WA 90.0 1 - 05-1/4' 48-9/6' 65A 654 $Mo 90.0 74• 6Y R" 62" 85.0 854 .0 /2• 25-1/2` 65A 65A SU 9oA 11 110• ss o 6ao 90.0 -5 38` 49-s/8' "A 6&0 80.0 90A 74' 73' 0 65.0 80.0 90.0 c� s3-1 52-1/8' WS-0:5 88.0 8" s04 106-1/4' Sr 105-1/4• 82• 61.5 61.6 las 782 _ 74 73• 60.0 Sao 111• 110• 60.0 BOA 76.4 76.4 1/2• 2s-1/2' 654 eoo 0 1a6-1/4• �, 105-1 W.0 90.0 37• �, 38 6Y 654 OSA 80.0 eoo 111' 11G" - 80A 90.0 s3-1/8` 52-1/e' 65.0 65.0 8" 90.0 _ 74" 73` 602 00.2 74.3 74.3 74' ss• 73' 6z• - - 6ao eo4• *AomH ANCHORS REOIARED AT CENTER OF UTES ANO MIG.STILE M7 & i •••s • •(1/2w) *(I/r• (I/3W) (I/3 (1/3W) (1/� (1/ (1/4W) • • •�s%,� ••j G04 nI MT • . Zz� • ••••OPERATI�/MJ0 BE i JW"WINDOW WIDTH OPERATING VENTS TO HE 1/3 Of THE WINDOW WIDTH OPEROM VENTS TO 8E 1/4 OF THE WINDOW WIDTH g R 'XoX' 'XOX' • • 0 000* • •0000• • • • . •• elx u;••• yI•TTP. 0915 am ams c $ • ••• • • •• • •••• •••••• •• • MODUCPRBVISM ••• A ftFtor f(ANGE EQUAL L . $$ $$ ®� "-%%,E am r•Tmm MIS D•0 By <m�od FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME09F > 4AHMAD STD. MTG. RAIL: N.O. MTG. RML, CAH. LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 .fiSF NOTE: ' GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no AND FLORIDA BUILDING COMMISSION 5 YV10-1� DECLARATORY STATEMENT OCAOS-DEC-219 sheet 2 of 11 � DK=TAAD CAPACM-PSF DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY- PSP � � (190 OR ox sm s) (xox SIZES) (Kos SIZES) BUCK DDRB. Gus$Tym A A'Al' CL88 Tim'8'k'Bl' BUCK DINS. mm TYP1B'JV A1' OM TYM'8'A'81' BUCK DBds. TYM A'&'AP MM TIM 8'.$1' o wom HtmT w(+) wig) Eno+) ear.(-) WITH tiEN111r EKT(+) W.(-) EXT(+) w-(-) "m NEoFtr EKT(+) W.(-) exr(+) ear.(-) � � 28-1/e BSA 65A mm 80.0 7r 85.0 BSA a" 80.0 73" BSA BOA 80A 80.0 ®� 38" 6&0 ESA $0.0 eo.0 105-1/4" 2r 88.0 68.0 a" $0.0 105-1/4' 23• BSA f.o 80.0 80A P� 52-1/6" 2S" BOA mo 1IA 80.0 110' BOA BSA BOA 80.0 110" ESA 85.0 80.0 a" 7r 65A 65.0 80.0 Bao 7r 65A 83.0 a" 80.0 73' $5.0 85.0 8000 80.0 p 28-1/Y 65.0 ESA 80.0 80.0 105-1/4. 37.3/6• 6S0 65.0 80.o 80.0 108-1/4. 37-3/8' 65.0 6&0 80.0 $0.0 eta 38" 37-3/Ir 85.0 BOA 8o'o 80.0 110" 6&0 B&0 80.0 80A 110` 88A 88.0 80A 80A P 82-1/8" 85.0 85.0 80.0 BOA 7r 65A B&O 8&0 $" 7r 48-5 8OA 80.0 mo �.0 7) 7r 88.0 WA SIA SILO 105-Ile 48-0/6• 85.0 85.0 a" a" n- 8r mo 6OA 0 8&0 25-1/2- o" WA 80.0 80.0 n0" 65.0 85.0 s o 8oA e 36' 88.0 6" 80.0 SILO 73" 65.0 654 Ko 6oA 52-1/8" -5/g 8&0 6&O 80A 80.0 105-1/4" 62" 61.6 61.6 80.0 80.0 7r 6500 65.0 8oA 80.0 110 6" SILO emo 80.0 25-1/2" 88.0 M. �A �.0 38' 8&0 68.0 $0.0 1IA 52-1/8" 8&0 65.0 wa s.0 7r hoz 60.2 80.0 aQ (1/2W) (1/20) (1/3w) (1/311 (1/3Y0 (1/4� (1/' (1/4W) O W 9 CS • 0000 : ••• �N ••• NM • •..• OPERATING VENTS*TO BE 1;2 QF SHI WwDt7N WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WWOW WIDTH • • 'XO Of�••O•S(p•• Z 'XOX' 'XOX° • 0000 0000 •• o � ••• 0000 000000 • 0 o • ••• •• • 0000 • • • • • • . • •• •• •.• 0000 8=ows • • • 0000•• g 00900* • ••• 00.•00• • • • R • • • • FIN FRAME � 00 6000 0090 • • �� Q$ •..• id dg G - 4 FIN FRAME a OT Enr. WAD MW iRaride a m�o W MSTD. MTG. RAIL: H.D. MTG. RAIL, BT PE k LIMIT MAX. LOAD TO +65.0 PSF LIMIT MAX. LOAD TO ±80.0 PSF NOTE: g GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Q`� 1 drawing no. AND FLORIDA BUILDING COMMISSION��)8 DECLARATORY STATEMENT DCAM-DEC-219 sheet 3 of 19 IN ANN.CLASS 1/"NEAT STREN'D GLASS SflWw PET Core Sollex CP With PEr Core By'Eastman Chmnkd Go BY'Eoetnan Chemical Co.' Olt OR AND"IMM J Soman"G Color G1oas SoRw�CleorWkW Cow Glass <=I' By'Eastmxa CChemkd Co: �r'Eastman OwnNod Co: fig§ UK KworgtrenlryQbsKur�ay� In B'Kararoy America.tea.' By-Keroroy Americo.hes: OR n ABO•hdMayar Ow IntMoyer tl Kwaroy mkA PVB t7X".ButooRe PMB By'Kwaray AmMca,Inc: 8y'lCuroray Amaloa,ine.' AMI 1/f1"ANN.GLASS 1/8"NEAT STREN'0(MASSSILICONE SMICONE �@ ®®� GE 1200 2! GE 1200 Om CORNING a" Ow CORNING 899 M1 DOW CORNING 095 \tl Ny OOW CORNING BBS O E8 E8 AT 1/4 POINTS ON UfES AT 1/4 POiNrS oN t1TEs to m AWT THAI! ' o 4 ••• GLASS TYPE 'A' GLASS TYPE 'B' Wo L • • • 5/16'NOWL41.lAtf.MM 15/18"N050WAL lML(MASS N • • • • • 0:0• ••• 1/e'aPIN.GLASS 1/8"HFAT STREN'D GLASS � ^ • •••• • 075'W~ '075•u t� sr Z z • •• •••SoRex CP With PET Core soft CP 249th PET Core �.. MW In By'Ecehman Chemiad Ca' 'Eastman Chermlod Co.' §, • •••• 0010 • •• •••• •••••• •••••• Sand Aed Odor GMoae Sella Clear And Color Glace V b F • • By%astmon Chemical Co.' By'Eostman Chemical Co: O •••• •• • •• • OltOR q^sr • • •• ��'�AIR SPASooyyaer• • Kurtaoy SenbyGtas 1/a'AIR SPACE M Kw"Semryms •••: 1/9'AWL • • �'Karorcy Americo.ba.' Kumray America.ba.' �1 ,090•Nterlay� 1/8'HEAT STREN'0(MASS A96"Interlayer %Z • •••• • •• • • • K,W" P\B Kuraray ButaaRe Pyo 06 i•i •• • W.!:=7 y .!:Americo. 'Karoroy AmMca,hrc.' •�g •t of•• •••• •• 1/8'AM CLASS 1/8'HEAT SIREWD CLASS � p�{@s g • • � .®S g 0000 p B o9sa i GE 1102 �� GSE 1C,� "°as°Lat°coi�o p� area CORNING 899 s DOW CORNING 809 $ DOW CORNING 89S \ M1 DOW CORNING 905 By o-MINN c3 Rt is ,4 XL EDGE SPACER XL EDGE SPACER ffi ST.SLEEL DY'cmmmL' Sr.STEEL By'CARDINAL' OR OR OURASEAL BY'CXIAmw G5 OUR4SEAL BY'GUANEX' o OR C OR s E9 SUPER SPACER BY'QUANEX Es SUPER SPACER BY'OUANEX• •nye:NA AHYAD 522 M7 AT 1/4 POINTS ALL SIZES N7 AT 1/4 POINTS ALL SIZE CAP.FM N.'� J6T GLASS TYPE 'Al' GLASS TYPE 'Bl' 0.70"OVERALL INSUL Mi.GLASS 0.70'OVERALL.MUL LAN.CLASSdrawing no. (S.M.i.) wi 0-18* IN ORDER TO QUALIFY FOR SMALLMM WACT RATMG EXTERN PLY OF GLASS TYPE W. &'B1'MUST SE TEMPERED. sheet 4 of 11 WAD � R FLANGE & FLANGE ADAPTOR FRAME to FW SPA= rflWAL ANCH SEE t3EV. •. FOR SPACYKt ;f-- .ow «w» 7 J '�� =i►nnaa" ° it �� tmsE , i SEE SE MAX WA i roa DIST. t I 3S A i cy E7 TYP(CAI.AIC_ rAW.A.ANCHOR ggd6 t FOR SPACING FOR WA= 2 3/8'MIN. WOODBUCKS AND METAL STRUCTURE N07 BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TRANSFER THEM TO THE BUILDING STRUCTURE. a TfflCAL A NCHOM: nO SEE t:w.mR SPACNG 2-3/8'MDL t)N 1Y 'HW' (Fw120 KSI,Fym92 Ito f0 ' • • (Fem177 KSL Fye155 KSI} O tH • '�--`.` O 28Y WOOD BUCKS OR WOW STRUCTURES a Lc s • •••• • •• _`a 1-1/2' MIN. PENETRATION INTO WOOD 4u CV o c• ••• d v9ffat t THE MK THRU 1 BY BUCKS INTO CONC. OR MASONRY $N M :09 • • DEFM OWL BE 2t¢".THE USE OF' i-t/4' MIN. EMBED INTO CONC. OR MASONRY L3 ® M eI, • :got • i • i IJ �BEv� 6 DIRECTLY INTO CONC. OR MASONRY _2 z�J E •••• • `WWW, t»1/4' MIN. EMBED INTO CONC. OR MASONRY o_ • • ••y� • • •••• • #14 SMS OR SELF DRILLING;ti9= (!;RAGE 2 CR) 0-- • 0:00 • • •••• • INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK.=t/81 *000 • 000 INTO METAL STRUCTURES STEEL : 1/8"TNK. MIN. (Fy = 36 KS1 MIN.) • 00 0• • •••• • ALUMINUM : 1/8"THK. MIN. (8063-T5 MIN.) • • 11 *000 • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • •• 0 6000 08lip 1, XYPICAL EDGE €6 R • t • v INTO CONCRETE AND MASONRY = 2-1/2' MIN. ` • •••• 0 INTO WOOD STRUCTURE = 1' MIN. $ •• M9 10 INTO METAL STRUCTURE = 3/4" MIN. t WOOD AT HEAD,SILL OR JAMBS SG a 0.58 MIN. ®^ _ ! CONCRETE AT HEAD.SILL OR JAMBS 1'0=300D PSI MIN. a$$$ t ' C-BO HOLt�I/FILLED NORMAL iLBOHT OCN AT JAMBS fm m=2!900 PSI g o 1 1 E�pr.JAVA AHW 1 Y .` : a 4e CAA 41 FLA PE 71592 1$$G •�' PROD=RBMHD C6 9 S . . Eli�k .• .>•' :> \ •..o•• o .A •'1 'a' IDnodlq$ • TYPICAL ANCHORS^ * $ 1 tYPtcAI ANctaRs ANO •�� dUG 2(Itw drawing no. •. lay SEE ELEV. �.' .-< SEE ELEV. WOW tAltxt FOR SPACING F FOR SPACING Mimtil Pradua sheet 5 Of 11 FLANGE & FLANGE ADAPTOR FRAME [10%,u 1/4•MAIL SUM WIDTH 1/$MAX. SHIMS SHIMS7MCAL ANCHORS vENr YAM VENT WM FLANGE ADAPTOR FRAM mit v.O 1 1/2 � 0 1mp 1 1/4•' _ wow 44 o • W= sy • twow BCCKS I l lou XOX LAYOUT EXTERIOR .��ANCHORS n-'• •.-• D.L.Om SEE ELEV. PTL2 SPACDO MWDOVEOE COUNTY APPR8c D MULLION MULLION ANCHORS SEE SEPARATE POA BUCK WIDTH BOCK WIDTH O ALTERNATE `l \ O ai O ,F • •• �_ 1 OPIID<iN.TOj 4 • • • i r- T i SPRDO LOCK ^c • • ••t • to • •ot• • • • • -.q_ j { FNM Dato •••• • �� i i @ 03r1 • •••• • • • 6z � • •ii 1 i • • •ts t i foo_ • t••• •••• • i i �os� •••• ••t • L _J U~� • • E2 s••t •• • ••o• • • •t ••t ••••o• 7YPON.ANCHORS E4 P�AOOtJCt' ml •••• SEE ELEV.FOR SPACING • 0000 • Bt1Clt WIDTH 1/ • SD- ANCHORS�®a�•00l \ • ••• • • i• i VENT WO1H �••a' q 0 • •••• • t • 1 sA 1 g$ $$ SEE ELEV. •• SEE ELEV. FOR SPACE T1 FOR SPACING 'O,• - °I. /4• Ifff&tATM DETAILS SHOWN ON PAGES 5 > d $ 1 N AND 6 APPLY TO BOTH FLANGE FRAME AND c<m o o w METAL u FLANGE ADAPTOR FRAMES. S>'RUMNRE p o Xo _ •';T ENr. •� SSS OPRONAL __.. CraRA PC gt 1 i QQ gg E8 •. L{ iBY S it ES EXTERIOR WOOD e ee rr 1 � fiUP Q��1 drawing no. ,XO LAYOUT D.L.OPG. W10-1� sheat g of�� I �� EQUAL LEG FRAME vim BlIC1C ; . t TYPICAL ANCHORS r-------------------- :.' .. •• r-------------------- d< •d a• FOR SPACING O Sgt i I TAm—DAOE COUNTY APPROVED t •°d ••,a •a•,.e•. a • -EDW DIST:• n 111 MULLION&SEE SEPI I'm pNCF10R5 i 1 •a 1 EOUE t t a Iry Es a TYPICAL ANCHORS S SEE ELEV. FOR SPACING FOR SPACING I EQUAL LEG FRAME CAN 8E INSTAI I ED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES TYPICAL AIS WITHOUT THE NEED OF A WOOD BUCK. SEE Em- FOR SPACDIG a 3 i� Tic Wront SHIMS t • •• E1 • • ••• • •• +,o T n 2-3/e WL 0 • • VEPNt SNNI.BE 216'THE USE OF MIAAD—DACE COUNTY •••• • • : • • o ' cEm D T vaEo e+oo raa is _$PERMITTE .. • • •• • • EB &MULLION ANCHORS SEE SEPARATE NOA O • •••• 4 • • • • • o.'. •, BUCK WIDTH B1R:iC W1DT11 I t C n +• E2 Oi TYPTcu.ANCHORS 81 � Oda I t mv Rt 1 RA.PEE 70592 • .- a de e e CdPL aj s. E d ° r••• •o v•A •$ TYPICAL.ANCHORS drawing n0. �� r�aatot�' o� • • 4 ' I FOR SP SPACING 7 7tElh Yd10-18 ` WOOD SUCK MR SPACING •�, sheet 7 ci 19 IU.USTRATNE tms.ONLY TMPICAt'maim FIN FRAME EX T.OR IVT.F�9SHES FOR SPACING SEE EI.W. NOT By Cm o Ww TYPYCAL ANCHORS: SEE ELEV.FOR SPACUNi NOTo CGI INTO 2BY W000 BUCKS OR WOOD STRUCTURES S o 1-1/2' WN. PdNETRATION INTO W000 CAULMI EJ t CAULWN6 E7 . . 8N • • • WOOD SMUCIAM 11r HAtt. Wax. �3 •..•• NOT By COI Opp OAP vi N • •••• O • • c •(!�. t. t/2'WL 1/Y MIN. I S N • •••• .• • Vi ZZ( • •• O• •�•• • E2 1 g • • U�� • 9:00 4 • • • • • •••• f BNCKBW 0 • • • • CAUIt�lG • :490 0 00 040000 -*see rug lur HOUSE WRAP � o F m m i NOT BY Cp �i'RIO O o d d nA.PE g<mnod 2 0 0 cptnlGNG � � I 670M HOUSE WRAP YRODUCPRBVlSID CAM NOT®Y CGI my(sg wnn groFWtids 8 ', � A' B� � droving no. Vd10-1� , .aNa+oRs By sneer a oT t t SFE ELEV. FOR SPACING ram PART QLIA,NTfPY DESCRTP7ION MATER!" MANF./SOPPLZR/RZMA= Et OW-100 - FRAM JAMB®FIXED GLASS 6083-18 CGI EXTRm E2 CGI-113 FRAM SILL 9063-T9 C01 EXTRUBM E3 CGI-102 - FRAM HEAD 6063-T9 COI amam ® # E4 CRO-103 - MEETING R9. 9093-79 4;m EXTRUDER ES CGI-104 - LOCK RAO. 9083T6 CGI EXTRUDER a E8 Cal-105 - HANDLE RAO. 9083-T6 CGI INTRUDER E7 C6I—,o6 - SAS RAO. 9083-76 t%8 EXTRUDER ,1 E8 COI-107 - 5/1r GLAZING SEAD 9083-75 CGI DaR DER Q E9 ca-1R — 0.700"MA-MG BEAD SM-79 Cof wRUCER E90 CGI-109 — FRONT FLANGE ADAPTOR 6083-78 GRO EXI1KEfFR ti E11 CM-110 - NAS.FON ADAPTOR 6063-TS CGI EXTRUDER E12 CGI-139 - TF FRAM JAMB®FOLD GLASS 606378 CGI EXTRUDER d E13 CGI-138 - IF FRAME HEAD 6083-78 CGI EXTRUDER E14 CGI-139 - TF FRAME JAMB 6083-78 CCI EXTRUDER g E15 CGI-140 - 1"MUNDN 6063-75 CGI EXTRUDER a E19 CM-141 - 2.S'MULLION 6063-TO CGI EXTRUDER E77 CGI-805 - SCREEN FRAME 608.7-T5 Oq EXTRUDER ®iei11! E18 C01-114 - SOL SNAP IN 8083-T8 Cot E mwm E19 CGI-113 - SIU.FUER 6063-78 CGI EXTRUDER �v E20 (X0-118 - FRAME JAMB 6083-T6 CCI WRUOER ar E21 CGI-117 - HO U=NAIL am T9 C01 UMUOER En CGI-j 38 - TF FRAME SELL 6063-T6 Cm EXnwm N 123 0"096 • - nuw FLANGE ADAPTOR 6063-76 CM EXTRUDER • wage • • 0' AS t M1• CRO-382V • - • VJW WYSHORE-(DUROMETER 73-90 SE A) PNC - Q • C0I— • • — SCREW COVER(OPHONAQ PVC — c� M3 COI-112 3'® AN q!X LEO COYER/SHIM PVC — cV M4 0.700'X OX"SM OE1200==CONE S1CONE BE • •N9• — ••• .960'X 0 999 SIL=NE DOW r 8 + 0.100'X0.010'89lD DOW 608 SOICONE DOW • •M7 - 2/ BLOCK EMM DUROaR1TER 8019 STORE A o Fwl� •• • - ••• PROTECTO WRAP WATERPROOFING OR EOUN. • M90 884• - TRA% PVC - U • CCI-128 2 PER SASH ROLLER HOLI5tN0 NYLON - • M11 W23201 WITH CENTER FIN WOOL ULYWAS OR EQIAV. • CGI0129 • 1 PER S"• EGRESS LOCK ALUM. SULLIYAN M73 OOI•v 2 PER HANDLE RAO.END CAP NYLON M&M11911 •• 4 391-N 1 PER ONS II OWMJFr ULM NYLON M&tt M15 LATED FOAM 30 PPI — — 81011 M18 CGI—RAR•1 1 — JAYS SPACER PVC PROTOTYPE OR EGIOV. S p� M17 A3073MI-32 1 PER WD. CAM I= ZINC TRUTH OR EOUW. T'RODIUCfRBY1S13D � ll M18 CGI-132 2PER WD.r SAS STOP PVC PROTOTYPE eysetgpiyW9aitbtl�ePtmlA9 $ $$ M19 CGI-111 •FR.HEAD SXREW COVER PVC PROTOTYPE m COI-125 2PER SASH SASH CAM(8/F BALANCE) NYLON M&M pM4 Mn - YAPoES P6X COYER PVc AMESBURY OR EOUN ® lb c gg$$ S2 - 2 OR 3 PER CORNER4'LG.PHL PH.SMS. ST/5T.ASSEMBLY SCREW - - Pam ily S3 — 1 1/4'BMW. r I.C.PHL PH.SMS.FSR ANCHOR SCREW — 84 _ 4 PER+DOR. IML SMS.ST/sr BALANCE e1'SCREW — - 0 S5 2 PER WD. .FH.SYS. ST/St SPItAI.B. Y LG.FH.SMS.®CCI-133 &CAM I= - - FTA.�7592i1G S9 - 4 NDY.RAO. 10 x 4'La.PHL PH.SMS. ST/ST.ASSEMBLY mEmm RAO. - CAM. Ei S9 — 2 PERMUJFT 10 X 5/8'I.G.PHL Pal SDS. ST/ST.ANTIUFT BMW — — b 6A7 2015 dtnwtnq no. W10-18 9tA89L g of t t 2.440 2.440 2.113 Afi$ .49D .120 -L- 77 a� 1.018 1 .705 .050 TP. .DSO IYP. g t3 1.050 1.060 0 J 2.701 OBg I.�t 7.807 ,Ogy ''�' 1.720 .884 .864 P 22148 ". z I 77p, ,.0071 1150 O 5/16'GLAZING IlEAD O .7100`GLAZING BEAD 18 08.4 1.395 t.1s5 1.155 • 1.449 � 1.078 1.015 18 74g Ett NAIL FIN ADAPTER t t•. 13 FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL 1.498 .050 {.180 .�0 .293 g 1.018 1.015 1• 1.413 1.140 1.140 • O FLUSH FRAME COVER O SCREW COVER a 2.204 1.255 In 1.018 ,.420 080 085 • a D - L 4.430 TLP. 3.930 ABS �p 3.885 2.885 3.785 TYP. �� 4.043 C. •• O LOCK RAIL 1e SILL FILLER • • 1.788 �i ,1 • • • • 1.450 .180 O� • •..•.• • • • 550 yt n • 6---q.440- ••• •• 2.440FW4W 2.310 NMS • ®•• . � LL •• ® FLUSH FRAME SILL 7.015 065 t 220 Z z •• • ..• •• TMP• • • 2.737 2.737 ® FLANGE ADAPTOR _ •.•• •• • • • �o •of 1.043 • • •i TMP. • • • 7v• a' ALT.LOCK RAIL • . • • • a 411.0.4 2.613 el"2 . . .. •. • = 5018FLANGE FRAME JAMB(MOVING) ®FLUSH FRAME JAMB(MOVING)tt O HANDLE RAIL • $$ <0 O O W *l..15 O e 2.505 .085 riP. 2• .085 TYP. Ergr:.NVAO�AtptM19 1 . nx PE/74592 d k 1.078 1.015 MWUCTRA67SM DAN. § m yinttwOnl�tt9atld4 v` g 1.745 1245 V drawing oo. s7 W10-1� 72 FLANGE FRAME JAMB (FIXED) E' FLUSH FRAME KM8 (FIXED) SASH RAIL t ansae 10 of t 9 fig 0 N FRAME TOP CORNER • • ••••WENT TOP�TTOIImCORNERS Q raj • • • � to�'. • /. i • .•.• • •• :..•.. affi • •••• •••..• • . i j c t�P 0000 PRODtJCTRBVI3� �$$ $$ dl*Fta b Acaoyaeo . Daft W d spa <moou 0 .FRAME BDTTDM CORNER CML F IL I sb draaring no. W1®-18 FIXED MTC RAIL CORNER sheat 9 9 of 9 9 MIAMI E MIAMI-DADS COUNTY BE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND COBE A1DMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA, ovww mism1dode.gov/ecanomv CGI Windows&Doors 10100 NW 2511 Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(in Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. REIT. reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION..Series"Sentinel 1101'Aluminum Single Hung Window—L.IVLI. APPROVAL. DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.IJS.M.I.)", sheets 1 through 9 of'9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE SACT RATING:Large and Small Missile Impact Resistant. L"ELII Q Each unit shall'bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOAe ch&U br.provided.tg tbw.user by the manufacturer or its distributors and shall be available for inspectA,at thAjo'6&;aCfl&&&est of the Building Official. This NOA revises NOA.#14-0915.06 and conj1psts Q1p ge. AN evIdonce pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. . . . . . . . . . . i• ' 069 : • ' ': lml®A N®.15-0512.10 F a C �NTv •• •• *Expiration/Date: September 22,2020 Approval Date: August 06 2015 V • • • ••• • Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . CGI Windggs&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw.(L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. 'PESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC faxed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTIA 3056 SVA,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont".Butacite"PVB interlayer,Duraseal®and Super SpacerOD insulating glass spacer,prepared by Certified Test Laboratories,Test Deport No. CTIA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Deport No. CT.LA 3056'UVC,dated 04/16/15;signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory,LLC,Test ReportNo. ITL-0080-0101-10,dated 02/03/10,signed and sealed by Vinu J. . . . •• Abraham,P.E. • (,Submitted under NOA N o.lb-0520.I It :•: � •'• • ••• • ••• • Maiflfl9�'l 9 P.R. • • • • • • • • • �°r®8l1YCt�'®litro r68lHler • • • • • • • 3V ®A 1��. 5-0512.10 •' "'Expiration Date: September 22,2020 Approval Date: August 06 2015 • . . . . . . . . . . .. .. . . . .. .. .•. . . . ... . . CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FEC-5'b Edition(2014),dated 09/08/14,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NON No.14 0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. h iami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their 66SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their 66Dutacite®PV13 Glass Interlayer"dated 04125/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and.Saflex HP Composite Glass Interlayers with PET Core"dated 06119/14,expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with.FBC-5th Edition(2014),and of no financial interest,dated 08/26/14,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under preplous NOA 1Ya.14 0915.06) 2. Laboratory compliance letter for Test Report No.HTL-0080-0101-10,issued by Hurricane Test Laboratory,LLC,dated February 03,2010,signed and sealed by Vinu J.Abraham,P.E. (Submitted underN OANo.10-0510.11) 3. Test Proposal for the qualification ofBulacite®PVB glass interlayer by DuPont as well as Durraseal®and Super Spacer@ Standard warm-edge flexible insulating glass spacers,dated December 16,2014,issued by RER,Product Control Section,signed by OTHERS Gascon,Supervisor. G. OTHERS 1. Notice of Acceptance No. X-091 1.46;issIbed tb CPI Windows & Doors for their Series"Sentinel 110"Alunau S e c m-.L.IVI.1. approved on 02/05/15 and expiring on 09/22120. d • ••• • ••• • • mannel l?' f •�° • Product Control kxardlner •i i• ' i i i • ' '• i i N®A No.15- 12.10 •• • *Expiration Date: September 22,2020 y. Approval Date: August 06 2015 •• • •E-"q • • ••• • • • .• .• • . • .• •. ••• 0 • 0 000 0 • 53 1/8' 52 1/6• 52 t/8• FINNGE WIDTH BUCK wom BRICK WIDTH 477/10- 477/16 47 7/16• DA.O. RX.tliE) FALSE MUMINs o.L.o.(FIX.UTE) FALSE wMBVS D.LO.(FDL M 9/1 6.MAX 9MAX #>x tt ApPUED) 5 1/2•MAX. 20 8•*# �stoNAl } 5 1/2'MAX. zo 9�/t.�*'1` t /5Ua A tOAD/S¢R HEAfllsnt Al i�Ao/WU. tREAD/s0.l FAD/ F CORNERS 4 C0RINRRS 6 CORNERS 7 it w Dt 6 b It 1 7 B n u u ^� � E 11 /. 11 II /• it it IO � ii � �� ii � ii � c ii ii '� c1 ii ii a c2 ii ii % p 4 q a s n ly N 47 7/18' FALSE fNNTINS 47 7/18' •••• { 477/14 cntr1 {SURFACE APPLIED} O • •••• •i•• �'t^O' O.4o.(YENS} 8 oPnalNAt. D.L.O. NT} 0$ • + 50 1/4• 00 1/4• n z Oti.. • •{•• •••• ii Wim DTH VENT VENT WIYENi WIDTH p •••• INi,ANG & FIUSLADAPTOR FRAME EAUAL LEG FRAME FIN FRAME `-g •••• •• • •••• TYPICAL ELEVATION • IES Sh1tITIi41Ri. 110 AILONNUM SINGLE HUNG WINDOW o • • DEIGN LOAD RA'RNGS FOR T10114MA TO BE AS PER � • •d*ARTS SHOW O%WEET 2• •••••• �>rc =�� • APPROVAL AMM TO SINGLE UNITS"SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN • •"4O•H./S.H. W.VW HUNG W. Wm;OTHER MIAMI—OADE COUNTY SPACING EXCEEDS 20 9/16" APPROVED WINDOWS URITNG MIAMI— E COUNTY APPROVED MULLIONS B IN BETWEEN. •••• RAWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WI L APPLY TO ENTIRE SYSTEM. LAMINATED GLASS 6 !t a THIS PRODUCT HAS BEEN DESIGNED AND TWO TO COMPLY WRH THE INSULATING LAM. GLASS RRUREMENTS OF THE FLORIDA BURI.=NG CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT HURRICANE ZONE(HVHz}. SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER g t>�iDS TO THE STRICTURE Wit. 4WD A ptl9 ANCHORS SHALL BE AS LISTED,SPAM ED AS SHOWN ON DETAILS,ANCHORS 11A saw m�bft drop+ FEmt�i EMBEDMENT'TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING t1T=NS NOL SHOWN N THESE DETAILS ARE �U 2D15 1>awO NOT PART of THIS APPROVAL.A LOAD DURATION INCA ANCHORS IN IS USED IN DEMON OF ANCHORS WOOD=Vl.Y. U p� drowhg no. MATERIALS INCLUDING BUT NOT UMREO TO STEEL METAL SCREWS.THAT W'0-03 COME RNID CONTACT WITH OTHER DIMAMRAR MATERIALS SHAM MEET THE R EQUREMEIM OF THE Fl.oRMA WILDING=I— sheet 1 of DaM LOAD CAPACI77-PW DN=LOAD CAPACM-W BLN06 DD18. 8==M 10UN.7PP8'6'&'A1'01A59 TIPSS'D'&'DI' KAM D>1SO. M=DIM& "P LM 01189 TM' WM'0LW 77P66'D'&W, IT a o 67m Hmff mm mm DCL(+) F-16 E70'.(+) IM.(- YVm Hum V®IM How •11 m ER.(+) 'Nr(-) PXI+ 1Mr- .8 # 1s-1/9' 14-1 70.0 7&0 am me 03-1/0• 78• 82-1/0• % 35-1/0 78A TAO BOA &4A 28-1/Y 2a-1/2• M 7" am a" 49• 7r 46" 7a' 39-1/e 75.0 7" a" a" 3T 28• 30• 28 78.0 78.0 8" 8S0 28-1/2' 25-1/Y 70-5/6' 7SA 7W 8" ma 48 48 780 7" a0.0 a" 31' 30' 05-8/8' 750 750 a00 am a q gg 83-1/8• 82-IIW 70A 7A0 a" smo 33• or 3• w 00' 7" 7" 00A a" 19-1/0' 18-1/8 78.0 790 fto go 37• 3r 63-1/2' 7" Moo 800 a" 26-1/2• 28-1/r 7A0 78.0 600 a0.0 4r 4r 48-1/a 7" TAO WA a" gq 3r 30-3/8 38 373/8 78.0 7" sA0 a6.0 0.0 6]df la• 4r 48 7 780 sA0 e6A c SS-1/8 52-1/8 780 78.0 a" a" WN H 1s-1/5• 16-1/8" 780 78.0 80.0 a50 26-1/2• 25-1/2' 7Ao 7" 80.o a" 3r 60-5/8 3r 49-8/8 78.0 7" no a (I� 49• W 7A0 78.9 600 85.0 �b 83-1/8 52-1/8 7" 780 a" 86.0 W 19-1/8 16-1/8 TAO 7A0 800 60.0 i 28-1/Y 25-1/r 7" 780 SMO a" 37* 53• 35' 82• 750 780 s00 a" c 48 48 7" 7" a00 860 a5 53-1/8 WAX 7A0 780 s00 850 19-tf8' 10-i/8' 75.0 7A0 WA 85.0 26-1/r 25-1/2• 75A 780 680 1 81.0 W 78 36• 78 7A0 75.0 s" 0A0 UNEQUAL LITES (ORIEL TYPE) $ O tj A, 48 48 780 780 800 860 63-1/8• a-11ir r 780 76.0 800 88A 19•-1/8 • • 611/8' 780 7A0 s00 80A N • A-1/2' •• 1•-1/2' •, •am 75.0 800 85.0 • •• •�-1/2° �•� i/2'W • 75A BOA 660 )4•TSP. t Dues 48 1b•MP. tV •• 93 • •• 10 • • z zci • • • X8_1 • *0000* ••• •• •• •• FLANGE FRAM �g • • • •••• ••• ••••• F(gNW MS $ •••• • • •••• • • • ••o�fj�' ••••• B1 ow EG PAR • i • •4C/ •• EQUAL LEMM BUCK DOS EQUAL LITES aa� <m� FIN FB6�E o a BUCK ODS PRODUCT RRYSBD RU. $tern 88ca8plr�swftftmadit g 5638 X7408 app 8 NOTE: DM Sato b GLASS CAPACITIES ON THIS SHEET ARE 13 BASED ON ASTM E13OD-09 (3 SEC. GUSTS) Ram An°1rrDR FRAME QZQ�J � Browing ero. AND FLORIDA BUILDING COMMISSION FlA oe Daus Uh(i®-03 DECLARATORY STATEMENT DCA05-DEC-219 sheet of 9 1/8•Aft GRASS 1/110 HFAT STREMD MASS SCP PECSSPECaSofSaNax � ��ccggi��33 v By'Eaelmml gnmkal Co. 'Ecdnan Chomtaol Co.' He Md Color Glove ^.afWlsx tMd Cola Glass I Ehj'Easti a n awnlc l Co.' By'Eastman amrkal Co.'OR UK 490* Q� 4",Imbri M-M� Koraay Sa By'KwwW Dr America.Ins.'OR HV'KwwW.0w inwdwjw M0' Mmla)w C0'W OR Kwaay Butaeite W8 Ely (lutam Amako $ h . By'Kararay Amariao,Ina' By'Kuraray Z Ina.' at 1/8•ANN.CUSS 1/8•HEAT STREN'D CLASS o>)hS 41 GE 1200 DOW CORNM 899 $ 4f GE Gm iG 859 OW GARNKG 095 DOW CORNING f19S b 0 0 E8 E8 • • •••• • pAT 1/4 P0114TS ON u1Es A7 1/4 POINIS ON UfES • • - • •••• • THAPf 38' WIDf9t 711AN 39' • • • • • SA2f •••••• GTASS TYPE 'I3' • 0000 • • s/t8'•W�ML GRASS s/18 VA ALl.IAM.GRASS • • •••••• (L.M.I @c S.M.I.) • 0000 • •• •• � ��n • • WW AWL CUSS 1l8'HAT S F&rO GIAS tV M 0000 •000 0000•0 1' r�tertmror Ntmiayer • • WItF� H7lA *see •• • •••hex l� PET Cors CP PEl'core r Z z • • • • C amrical Cp,• 'Eaotmml a mrdoal Co.' z�^ • • • •• ••• • 0000 �gp' • • • •••Sr�mc f cAnd Color Glass Saaf ea And Color Glass �o • •••• • ,••• •i•b%n man chantaal Co.' By'E°etman GXlamkal Co.' • icy &MCE •,Q I+A �rar 1/4'AIR SPACE OR bderl i4 • ••e• • • m A .bm'OR BY _ low.'OR Zj0 1j ATi �•••• Kuroray Oat PVB 1/6'NEAT STM-0 GLASS 'Kwom w lo1W�a t1y'Kararay Amarloo.1ne.' By'KwwW Amarko,fno.' y1 �Ra 1/8'ANN.am 1/8•HEAT STRl71'D mm 6b SUWNE Silo= gggGE 1200 y� GE 1200 Dow CORNINO 899 Dow COf•IINO m Mi DOW COIRWO 995 M7 DOW CORMIG 998 o•:I�a 1L 1M SPACER x am SPACER $>§$ Sr.STEEL BY'CAFO?UVAI.' ST.SIMM BY'CARDINAL' <m a OR OR a DURASFAL SY'QUAKW01 DURASEN.BY'QUAN OR OR O E9 SUPER SPACER BY'QUANEW O F� SUPER SPACER BY'QUANEe T "p W.4WAD MM PRODUCT REVISED M4 AT 1/4 POINTS ALL SIM 4 AT 1/4 POINTS ALL SSS ai 01011. H Udins�ar4hdroPlaAdo g No GIASS TYPE WC GLM TYPE 11111 A IM�f 0.71rO�ERNA.INSUL LAN.QM (L.M.I ONLY) azo'OVERALL IMSA.tAfL CLAW 20t5Da&Pta" drawing no. Vd10-03 n1 ORDER To QiNiL.B�Y FOR SPALL 1dISSILE 9pPacT RATING IJGfERItXt PILY OF GRASS TYPE'Al'6;'91'MUST BE TEMPERED. sheet 3 04 9 "` v ATS FLANGE & FLANGE ADAPTOR FRAIIrIE SEE SPACING FOR�, METS a ;.. srmam d<• •a 4 ° 4. d a •ice.°'k�• '> iEaLN31'.• IYPI a ANCHORS J •' Sm FOR SPACING h➢I�-DADS COUNTY APPROVED 7'9 I MUUm do MIAUON ANCHORS 1 ••+:,:. EDGE y =j SEE SEPARATE Nei !I ;'•!i.. SS 1!EOBE DISI' i Fb i TIH I I v TYPICA.ANCHORS T �� S9 \ / SEE �W FOR SP14M76 MR SPACING M8 2 3/8'6GN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE • ••i •• • SWEEP LOCK 2 3/e'WIN. TYPICAL ANCHORS, sm EI.Ev roR sPAcm • •00: • OPTIONAL TO • • • EGRESS LOCK ` 1/4" DIA. TAlM BY 'n W' (F.-no KSI.fyo92 Its) • 0000 •:• : AT SQL �� „1/4" DIA. TRACON BY 'ET.CO' (FW,77 It%Fy-iss no • •• ��.� 9 00 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES a4 ®L 8 E5 ��` 1-1/2" MIN. PENETRATION INTO WOOD y N o � THRu 19Y sUcxs INTO coxc. OR MASONRY � • • •• Q ••• WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a ii •••• •• • DEPTH SWILL HE 2 ". THE USE OF DIRECTLY INTO CONIC. OR MASONRY Z • • • i DEEPER OR BEVELED WOODHUCKS IS • • • •• 1 • PERMITTED• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY !ad • • • 9(•: • ,�14 OR SELF DRILLINGCt:RFwS (GRADE 2 CRS) - o • •••• • •• •• • INTO METAL STRUCTURES • • • • STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) , • ••• • ALUMINUM : 1/8"THK. MIN. (6083-T5 MIN.) •• ••• •••• (STEEL 1N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) •••• 1 #14 SMS DR SELF DRILLING SCREWS (BRADS 2 CO) gg INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') g (NO SHIM SPACE) S4 1 t TYPICAL EDGE DISTANCE $ INTO CONCRETE AND MASONRY= 2" MIN. INTO WOOD STRUCTURE = 1" MIN. dTES g i INTO METAL STRUCTURE = 3/4" MIN. `o®�@ a WOW AT HEAD.SRI.OR JAMBS SO-0.88 MDL f?<m v OCONCRETE AT HEAD,SILL OR JAMBS f e=3000 M MIN. C C-90 HOL.LOR/FD.LED 1S.00K AT JAMBS fru®2000 PSI MIN. B y a for.AM MAAD PRODUCE REVISED 1 s ti..:.t;• dd ° C& ascanplyi�whhaml+Lgida '>; Fm PE f 792 Dituft tom No/ X05. 0 g • •° Dale fix® S � S • :'� ,•, .. ... g ° - < .d •'�fie' •.. FAGSOfSGa' ° °.'' :° ��i >.•• .•P •o.. . ,e 19$ 1 HVANK NNflmT Paodud drawing no. TYPICAL ANCHORS •� FOR SPACING 0 26fK'+ W10-03 >. I SEE aw. :t, . +SY FOR SPS troop�Ct 9he� 4 of T/a„ IlUCK Wm T/4'UK FLANGE & FLANGE ADAPTOR FRAME � sm SHIMS A7- lY%CN.sm a" ' S$ SS �SPACING vat""CND o.a FLANGE ADAPTOR FR&M fz¢3i o.. It STRRE UCTU /e N W y� v t QO igQ TSY � EXTERIOR t q W000 DUCKS ET >— 7& DA.om OL 3 • •• '• , 0 • • ••• am WIDTH I/C MAX •. •••• SHM • • SHM 3 • ••� •• `.tr TYPIC&ANCHORS ! FOR —Sm ELK i �+ • • o a,' ••••• FOR SPACING i y • •••• •••••� - F ! ��$ • • A C • • • • •••• V1000foo= • • • ' •••• STOOD S1R O • •••• • • E2 • • WOW ••� • •• • • • °�, 0 mm -DADS calm ` APPROWIM MULLION S SEPARATENOA 1/z'TIP. O N SUCK WIDTH RUCK wam $ INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND G o FLANGE ADAPTOR FRAMES. = I <mo Eva am i + s AHURD Pomo RESRSUD eti _ FSACm iv � atr�+s,•unerevire q sse gg k _, t vs >Deoo .S i BY 42015 drawing no.014 x r FH.sksIW10-031 aireat 5 O?9 P TMs'ANCFIN FRAME R.UMMTK DTLS.ONLY W.OR RFL F7Ni5�S 1bR� c NOT BY(M z $ $ TYPICAL ANCHORS: SM aft FOR W-ACM NOT BY mm wmp8 S1AS (BLAH 2 CRS �C Ht INTO 28Y WOOD BUCKS OR WOW STRUCTURES 1--1/2' PAIN. PENETRATION INTO WOOD �3d p� pgpgpg N255P mo a • 0000 •• •• t OP 0000 • SILL pWR AM LOCKO • • E9 • N • :••• •• WO BY 1 /4•MM T 1/4 MAX. Q Ey GAP OAP ov• N A; $ 0000 O •..E • • o `�"� • 0000 W 0000 • f r� zZc� : •• i $ _{0000• W •• •�•• • � � ��F •0000• • •• ele.• • 8AdC8W 13 • • • • CAIgXNG •.• e �i�i4 V! • • e• ••• 0000 �. 0••0.0 + s4� t S@ IT' Ee NOT BY CM F3 ® EXTERIOR d e d fl't'•�• Cam u ta4cxmo E2 air am m" PRODUMMUM C0A1. $gWg%'Aaftriorw 8 n WM 12 Cab g NOT BY CW t 1/2' 9 g, 2+ ftowdmain8 no. t css L 21115SEE EM. FOR SPACM sheet of 9 ITEM PANT¢ QUANTITY DESCRIPTION MATERIA1. MAA1F./SUPPIJER/13BMAB1Ca �� E7 001-100 t FRAME WAD 6083-TB - 1 EZ CGI-•101 I FRAME S91 8003-78 - �C E3 001-102 2 FRAME Am 8083-18 E4 CO-103 1 MEETING,RML 6083-T8 - E5 001-104 1 LOCK RAI. 6063-78 - Es 1 CC%105 1 L HAN[a RAI. 6063-78 Ey CGt-108 2 SASH RML 8083-T8 - ES CM-107 AS REOD. 5/18"GLAZING BEAD 8003-78 - E6 CQ-108 AS REO11. 0.700•GLAZING,BEAD 6083-78 - P Eto CS-108 AS REO0. FRONT FLANGE ADAPTOR 8083 T8 - 81 "'t Ell COM110 AS REOD. NAI.FIN ADAPTOR 8083-T5 - Q E12 OR-135 1 FLANGE FRAME HEAD 808378 E13 CD-138 2 FIANCE FRAME JAMS 6063-78 - E14 cal-137 1 FLANGE FRAME SQL 6083-Ts E17 CGI•-s05 OPTIONAL. SCREEN FRA11E WO-75 - Mt CG[-382Y AS READ. GLAZING=Z YN51(OUROMEFER 75-80 BROKE A) PVC M2 CGI-111 0Pl1ONA1. SCREW COVER PVC PROTOTYPE OR EQUN. M3 COI-1 t2 AS REM EQUAL LEG COVER/94L 3•LANG AT ANCHOR IACATIONS PVC M4 - 2/UTE SERIFW SLOCKS EPDM DUROLETER 6035 SHORE A • 4096 ••• M8 SANER BOOST 2/VM. SPIRAL.BALANCE - HSI INN EQun. � • • •••• • t• Mf 0 - 2/WOW. BLOt7t/TACIO.E BALANCE - BS OR EO1W. (A • • • • • M11 W232OINO AS READ. PRE WITH CENTER FIN WOOL ULTRWAB OR EQIAV. •••••• M12 0GI-126 1/WOW. WORMS I= ALUM. SUL NAN (� • • • M13 CGI-131 2/WOW. HMM E RAIL EAC CAP NYLON M&M • • •••••• M14 E2601OWN - D BIR.B-T S.OT PVC ULTIWAB OR EQUIV. • •••• •••• •• •• M15 CGI-133 4/WOW. SON GLgwSPmL BALANCE) NYLON M&M 111 ^ ••N:• •000*• i*00•• MIS 1 COI-130 2/RDW. SASH TOP tU IDE(SWWL BALANCE) NYLON M&M o O KMIA30730401-32 1/Y1DtT. CAM I 21I.0 TRUat OR EQUIV. • •i•• •• • •••• • • • • • CGI-932 2/WOW. SAM STOP,2•LONG PVC PROTOTYPE EQUIV. '+-^ • • • •• 0000 OM-125 2/WOW. SAW CAM(B/T BALANCE) NYLON M&M • •••• • • • ••• 00 *0 • - z/RDW. S/T ttAtANCE 1xKE 01A sA9+ - ea oR 149-8 2/WON. WEEP COVER NYLON AMESSURYOR EQUN ••• 001-f34 J - SAL SPACER PVC PROTOTYPE OR EOUIV. • •••• •••• ••• w S2 - 2 OR 3 10 X 1 1/4!'LG.PIR..PH.SMS. Sr/37-ASSEMBLY SCREW • • 54 - 4 RDW. if 8 X ye PH.Ste.ST ST BALANCE BRACKET mm - - •••• $5 WOW. 8%1`IS.FFR.SMS. ST .SPIRlS.&ASSEMBLY - - jyj 2/I= 6 X 1 "M FK SMS.0 CGI--133 &CAM I= o i i Ila � $ dd • <m u o :- Ener:.IMGD"m PRODUCTREvISIM I N FIA CAL�N. 7s7 ew�W g�ar(81tlroPloridA ADaw $ 5 ProrYaat drawing no. JU t5 W10-03 I sheet of, j 1 2W5 _Z=— F &505 •� � � � taas .5tt 1x43 tns 1.880 .las rn .74s � yA. .oSO �0 1.015 1.015 7.�6Ile FLANGE FRAME HEAD E1 FLUSH FRAME HEAD E71 NAIL FIN ADAPTER 1,%3 1.553 1.007 " .743 A65 .065 E ' nv' 211 S 22 IYP. 91 3.175 3.175 1.388 1.013 3.675 1.4� 1.429 VENT TOP CORNER s N ,or-.-. • .600 1'223 \ • • •1.0 ••••• • •• E4 MEETING RAIL do • • • • -2.W- 0 2.505 FRAME TOP CORNER • •••• • • • 1.2� to • • 0 FLANGE RRAIa SILL ••• iJ FLUSH FRAME SILLcc N • •s•• 1 01••• ••• •• 1�7 1,048 �� tV M •••• •• • ••• •• /•7� • • $2 f o M 3 •• • •• • •• • 11P ZZ • • • 1YIR• •• • 1YP. 1.015 $ • • •• • • • 1.05• •• 9.078 O LOCK RAIL • goo,•• • • FRAME BOTTOM CORNER VENT BOTTOM COMER • • O • •••• •••• a745 • • a,4S 2195 2.315 1 9 1 © FLANGE FRAME JAMB O FLUSH FRAME JAMB 1�2 g .490 .120 II 1.43 7YP. i $ It .705 ,�0 1YP, .705 .080 IYP. 1.015 �� 52 ' O WAND RAIL c m$ O 5/1C GLAZING BEAD O .700"GLAZING BEAD a :- 1 1.4x9 PRODULTR6VVW ,.mss 1.450 ,6a as o,0597 82 ascompbftwiliftR aft � Aao !a1015 550 OBO A55 tats a7 Browing no. O FLUSH FRAME COVER SCREW COYER J SASH RAIL 10 FLANGE ADAPTOR sheat 9 9 MIAMI- NILUNH—DADE COUNTY,FLORMA I D PRODUCT CONTROL SECTION DEPARTINIENT OF REGULATORY AND ECONO?VIIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND'CODE AMMMSTRATION DIVISION T(786)315-2590 F(786)315-2599 TWOF A7TAANCE (NOA) -w ww-m I a m I d a d L.g G_y/_q WX_o_m X awson Industries�laic. 501 NW 90 Street Medley,FL 33166 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.-The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Velo0i Hurricane Zone. T. W 'Aluminum Tube Mullions- Sheets 0 APPROVAL DOCUMEN . Drawing No.LA _ML-1001 titled through 10 of 10, dated 04127/10 with revision "B" dated 08/01/14,prepared by manufacturer, signed and scaled by Thomas J. Setos,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Reslistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series,and following statement: "Miami Dade County Product Control t pprovcd", unless otherwise noted herein. RtNEWAL 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 ei.itir%nOA, shg1l.be.grovided to the user by the manufacturer or its distributors and shall be avail*le for bi44tiV*t:h§jJb site at the request of the Building Official. This NOA revises NOA No. 12-0=07 4444%oftbis page I and evidence pages E-1,E-2 and E-3, as well as approval document VenloVed allovet * * " . . The submitted documentation was reviewed by Jaime D.Gascon,P.E. ------ ----------------------- 0it 0 • Sk 0 •• • NOA No.14-0908.08 WMIAMI-C Expiration Date: May 30,2017 Approval Date: November 06,2014 0:0 0:0 Page I V: : G - V Lawson Industries.,Inc.' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-M"001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision"B"dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HE T142-T071,dated 09/16/02,tested per ASTM E8,signed and sealed by Rafael E.Droz--Seda,P.E. (SithiiiittecluittlerpreviotisNOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E.Droz-Sella,P.E. (Submitted under previous NOA No. 02-0501.05) 3. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 120 inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 02--1716, dated 8/27/02, signed and sealed by Rafael E.Droz-Seda,P. E. (Subienifted under pr evious NOA No. 02-0501.05) 4. Test report on: 1) Large Missile Impact Test per FBC,TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1.718, dated 8/27/02,signed and sealed by Rafael E.Droz-Seda,P.E. - (Submitted under previous NOA No. 02-0501.05) S. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02,signed and sealed by Rafael E.Droz-Seda,P.E. (Subinifted under previous NOA No. 02-0501.05) V: Product Control Section Supervisor V NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 Or V: 0.0 Lawson IndusLes.Inc. t ries.A�—- NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(co,,4TLNuFD) 6. Test report on: 1) Uniform,Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked–up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-1376, dated 01/31/96,signed and sealed by Gilbert Diamond, P.E. (Submilted under previous NOA No. 95-12I2.09) 7. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90–inch span mullion and a 45-inch high fixed window on top,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-1383,dated 02/13/96,signed and sealed by Gilbert Diamond,P.E. (Submitted underprevioem NOA No. 95-12I2.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC–2010, prepared by manufacturer,dated 05/17/10 and updated on 01/25/12,prepared,signed and seated by Thomas J. Sotos,P.E. (Submitted underprevious NOA No.120127 07) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami–Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATE ME,NTS 1. Statement letter of conformance to and complying with FBC 54h Edition(2014), issued by manufacturer,dated 09/02/14,signed and sealed by Thomas J. Sotos,P.E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws *of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance to and complying with FDC-2010,. issued by manufacturer, dated 01/25/12,signed and sealed by Thomas J. Sotos,P.E. (StibittiftediiiitlerpreviotisNOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed�y Thomas P.E. pas J.Sotos'P so .0 0 0 0 0 -00 i (Subin itted m4der prgvkV Z%r**.Aj7.:12-012 7.0 7) Jaime D.Gascon,P.L Product Control Section Supervisor NOA No.14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,201,4- Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(cowjNuED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15 27.001 of the Florida Administrative Code, notifying original engi)meer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.19, dated 05/20110,signed and sealed by Thomas J. Sotos,P.E. (,Submitted under previous NOA No.10-0610.02) 6. Laboratoiy compliance letter for. Test Reports No.'s HEIT-021714, HE,TI22-1716, BETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T471,dated 09/16/02, all issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTII,-1376, dated 01/31/96,and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond,P.E. (Submitted underprevious NOA No. 02--050X.05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/and w/o Steel Reinforcement-L.M.l.", approved on 03/29/12 and expiring on 05/30/17. 0 0 *0 Jaime D.Gascon,P.E. Product Control Section SuperVisor. NOA No.14-0908.08 • % Expiration Date: May 30,2017 Approval Date: November 06,2014 F•-3 0:• *0 0 0% :0 0: THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DARE g ANCHOR/CLIP ANCHOR/CUP COUNTY APPROVED IMPACT AND NON-tMPACT PRODUCTS. GLAZING HORIZONTAL MULLION a PRODUCT RECTANGULAR ALUMINUM TUBE MULLIONS m q USING MULLION PROPERTIES ONLY ; T o ANCHOR CLIP [HORIZONTAL MULLION GLAZING to PRODUCT 3 + a GENERAL NOTES: _ y z �t 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY YJITH THE 3 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING +'Clj HIGH VELOCITY HURRICANE ZONE (HVHZ). z VERTICAL w x 0 o VERTICAL II 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE MULLION MULLION 3 APPLICABLE FLORIDA SLOG. CODE REQUIREMENTS IS:VAND LOAD,WATER 00 IL ch 'S^ INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. n 3.MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS, p S CV INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. W GLAZING GLAZING GLAZING H GLAZING 3 PRODUCT PRODUCT PRODUCT Elu°i o PRODUCT � 4.WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER • • LOADS TO THE STRUCTURE. • • 0 S.ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS U a7 • • • • EMBEDMENT TO BASE MATERIAL SMI BE BEYOND WALL DRESSING OR STUCCO. • ANCHOR/CL • 6.ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS •• •• ARE NOT PART OF THIS APPROVAL m a • • • 7.A LOAD DURATION INCREASE IN ALLOOM STRESS IS USED IN DESIGN OF y WOOD ANCHORS ONLY. o • ••• • •• • &MATERIALS INCLUMO BUT NOT LIMITED TO STEEL OR METAL SCREWS. yY1 • • W2 • • W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET • THE REWREMENTS OF THE 2014 FLORIDA SM.CODE—SECTION 2003.8.4. ' • • LUON SP MULLION SPAN ••••• WlDjli (W� — W1 + W' + W3 MULLION & CLIP NOTES: pi 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET ••••• • •• •••••• 2 OF 10 FOR DETAILS AND NOTES. •• i•i •• ANGNOR.A tIP * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS • • • ANCHOR/CLIP � o 0 ••s•• • • • HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET z3 • 4 OF 10 FOR DETAILS AND NOTES. GLAZING a REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS ffi VERTICAL PRODUCT `�� 3 3. FOR CUP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7, 6. & 9 OF 10 FOR DETAILS AND NOTES. , a MULLION +r ° REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS a z GLAZING GLAZING 3zd PRODUCT PRODUCT mai GLAZING GLAZING IIS` PRODUCT PRODUCT 0 z VERTICAL CHOR/CUP MULLION ANCHOR/CLIP o W7 W2 g �,f.,•u�•.. ,Nf� sa.$�� W MULLION pRODUG"FRSYISBP {:;*':.' WIDTH (W) = W1 + W2 WIDTH (W) = W1 +W2 0 g00.0492 2 AcceptunoBNo " TYPICAL MULLION ARRANGEMENTS ""` use Sas a Aha 1.500 0 156 TIP. •{2g ao00 L900 00 00 S 1.405 4A00 .115 L79a �-- 1� o tD '� o wO n 0 9A00 �a� x000 115 tSTDrlW 2.008 L732 2A62 2A00 o 4.500 z 000 2X MULLION CLIP �3 g m o 8063-T8 188• .10a �IA00� 156r .IO2 �1A00� .1560062 NOTCH 'L' 6.000 IA62 Lt88. LCb2 1.188 7-. 1 �L, OPTIONAL 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W MULLION CUSTOM MULLION CUSTOM MU it Q CUSTOM MULLION CUSTOM MULLION w�T 01 MULLION 8083-T8 6085-T8 600-T8 8063-T6 8083-TB Ixx: 2.070 int Ixx: 1.000 int Ixx: 0.950 in! Ixx: 0.370 int Ixx: 0.330 int o Sxx: 1.035 it? Sxx: 0.667 1n3 Sxx: 0.633 0 S)w. 0.370 0 Sxx: 0.330 in3 0 0 aA00-��tt (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) '(FlN FRAME} GE FRAME) o • •• STANDARD Tt8LRAR SHAPES 9�tdlNCO wN4BmE+ImE9a • • • 1 TYP.WALL-.125`ALL E.a09 I •••••• *get • • •• N ALLOY-6083-T8 > Y O • • 730 20 004000 • • •� GLAZING PROIRiGT DS •0 00 0• • • • 424 1.�0 N1� uct • ••• 128 • & so • �• 125 • • • - 4.00 0000 • • •• • • • • i 6.0� 9.000 • • • •i 125 •• • • • • 2.000 0 ••• 0 A.S00 •• •• 4,M v :960 • IX MULLION CLIP ••:• • 2Aeo aOM 4=1 � •0•••• �63-i6• 0000 • LU L 1 X 4 1 X 3 • 0 • 0.0 • • •p MULLIONS CONTAII LNG SID. TUBE MULL LON STD. TUBE MULLION STD. TUBE MULLION M 44 • • • • TYPICAL GLAZING PRODUCTS 80$3-TB 6083-T8 e863-T8 i OMIONNN••• 0 0 2 X B 2 X 4 Ixx: 2.070 int Ixx: 0.950 int Ixx: 0.330 int o- HORIZONTAL OR VERTICAL 0000 STD. TUBE MULLION STD. TUBE MULLION Sxx: 1.035 in3 Sxx: 0.633 in3 Sxx: 0.330 in3 $ a e' a SEE WINDOW OR DOOR APPROVAL FORTUBE 8063-T8 ® FASTENERERS SIZES AND SPAC8N0 boa 8.280 int btx: 2.980 int Sxx: 2.760 in3 Sxx: 1.490 in! $ L, 4w. CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONINSTRUCTIONSUSING MULLION PROPERTIES ONLY1 X 2 L688' USE CHARM AND GRAIIHS AS FOLLOWS. TESEMULLIONS ARE RATED FOR LARGE MISSILE IMPACTSTEP 1 D>:TER M DESM I=QED FOR PARTICI"!Opav o. AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS.1 X 4 3.688' •�USE GAZINQ PRODUCTS 10?7EIWG ASM LOAD r, , =1 a a OPI10NAi. 2 X 4 3.668' STEP 3USE CMMECTON TO MULroN AS PER PRODUCT 0 MR. STEP X 6 5688' SPECIFY M xum SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET -� am USING CHARTS ON SHEET 3 Of 10 SWXIT MMM SIZE i OF 10 FOR BUILDING CODE COMPLIANCE. , 1.ALL CUPS AND ANGLES ARE TO FLTTS£P 5 MR MIGN ROM►NIKE THAN OnIGN LOAD SPECIRM 2. MULLIONS MAY BEO�ENTEU VERTICALLY O2 SNUG INTO TUBE MULLIONS. IN STEP 1 ASOW ANGLE CLIP 2.WHERE ANGLES ARE NOT FIT SNUG USINGANCHOR Tomes CIN SHEET 8 THRU a AND ARCI=C ARtS HORIZONTALLY. { $083-Te INTO TUBE MULLIONS. SEE OPTIONAL ON SHw 9.Sam ANmm TYPE WITH amour PAT= 3. REFER TO SHEET 1 OF 10 FOR TYPICAL. MULLION aA00-«I ANCHOR DETAIL.AT SHEET 9 OF 10. MOO THAN THE OEM LOADS SPEgPOb IN STEP I ASE. ARRANGEMENTS OR STACK CONFIGURATIONS. A TUBE MULLIONS TUBE MULLIONS Width MIULLSPAN 1X2 1X3 1X4 2X4 2X8 Wlkith w MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width MULL'SPAN 9X2 1X3 1X4 2X4 2X6 y 8 150.0 100.0 150.0 150.0 160.0 28.3 81.5 160.0 450.0 160.0 98 19.3 42.1 80.5 1500 o x 24 150.0 150.0 150.0 160.0 150.0 24 212 61.1 •1332 150.0 150.0 24 31.5 46.4 126.2 m m q 30 173.0 150.0 160.0 160.0 150.0 30 17.0 48.9 106.5 1500 1600 30 - 26.2 38.3 400.9 t°a 36 102.6 160.0 150.0 150.0 150.0 36 40.7 88.8 127.8 150.0 36 21.0 50.3 84.1 a 'L 42 87.9 160.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 26.9 72.1 uii;§ 48 38.3 " 78.9 160.0 150.0 960.0 150.0 48 74-414" 30.8 66.6 95.8 450.0 48 120" 15.8 22.7 63.1 gig q • 64 88.3 137.8 160.0 950.0 1600 64 272 882 852 1500 54 20.2 68.1 i 60 61.5 123.9 150.0 160.0 160.0 60 - 24A 63.3 76.7 1442 60 18.2 50.6 86 55.9 112.6 160.0 160.0 100.0 68 722 A 50.7 131.1 66 16.5 45.9 72 61.3 103.2 150.0 150.0 160.0 72 20.4 44A 63.9 1202 72 15.1 42.1 $ 78 47.3 95.3 150.0 160.0 160.0 78 18.8 41.0 69.0 110.9 - 38.8 a3 9L 18 89.3 150.0 16.0.0 150.0 150.0 18 50.3 122A 150.0 150.0 18 31.6 45.5 126.4 24 67.0 150.0 150.0 150.0 180.0 24 42.2 92.0 132.4 160.0 24 - 23.7 34.1 94.8 30 53.6 142.3 150.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8 'd 38 44.6 118.6 160.0 150.0 150.0 36 28.1 61.3 88.3 180.0 36 16.8 22.7 63.2 42 38.3 101.7 160.0 150.0 160.0 42 24.1 52.6 75.7 150.0 42 - 19.5 54.2 48 60.5/8" 33.5 89.0 145A 150.0 150.0 48 84" 21.1 I 46.0 66.2 140.8 48 132" 17.1 47A 64 29.8 79.1 129.2 150.0 150.0 64 18.8 40.9 58.8 1252 64 15.2 42.1 64 28.8 71.2 118.3 160.0 150.0 60 18.9 36.8 63.0 112.7 50 - 37.9 0 0 • • 24A 64.7 106.7 150.0 150.0 88 15.3 33.4 48.1 102.4 66 34.6 14 � �F 72 ••i• 022.3 69.3 96.9 139.6 160.0 72 - 30.7 44.1 93.9 72 31.6 C 20.8 89.5 128.8 160.0 78 28.3 40.7 50.7 78 - 292 94 18 • 062.6 160.0 •150.0 160.0 150.0 18 - 37.7 82.1 118.3 160.0 18 - 24.3 35.0 97.4 • •i•• 46.9 135.1 150.0 160.0 150.0 24 28.3 01.6 88.7 150.0 24 18.3 26.3 73.0 30 37.5 •1001 •150.0 160.0 150.0 30 22.6 49.3 71.0 160.0 30 21.0 68A 38 • 31.3 150.0 1000 1600 36 18.8 41.1 09.9 1438 36 17.8 48.7 $ •N?0 ••• 28.8 fb2 •131.1 150.0 150.0 42 162 35.2 50.7 123.2 42 15.0 41.7 i•• 23.5 114.7 150.0 160.0 48 �" 30.8 44.3 107.8 48 144" 38.5 464 20.9 50.0 101.9 146.8 160.0 64 27.4 39.4 95.8 64 - 32.5 •• 18.8 .d• 91.7 1321 150.0 50 24.8 35.5 50.3 80 29.2 66• •• • •17.1 83A 120.1 160.0 66 - 22.4 32.3 78.4 86 28.8 • 15.6 45.0 76.6 110.1 1600 72 - 20.5 29.6 71.9 72 - 24.3 , 78 • - 7.6 101.8 150.0 78 1 .0 50.3 78 - 22.0 E • ••!a • 0 48.3 •138 R• 150.0 160.0 150.0 18 26.5 67.7 83.1 150.0 18 31.0 88.1 • 24 i•i 34.8 150 •150.0 1500 150.0 24 19.9 43.3 82.3 150.0E48 73.3 64.8 • ••• 27.8 • 800 150.0 160.0 150.0 30 16.9 34.6 49.8 136.3 - - 18.8 61.7 " • 23.2 8.7 125.2 150.0 150.0 36 28.8 41.5 113.8 15.5 43.1 $ 42 6604 19.9 572 107.3 160.0 150.0 42 24.7 35.6 97A 36.9 48 63" 17A 60.0 93.9 135.1 150.0 48 1�" 21.6 31.1 86.2 950" 32.3 64 154 44.5 83.4 1201 1600 64 192 27.7 75.728.7 60 40.0 75.1 108.1 160.0 80 97.3 24.9 88.125.8 36.4 68.3 98.3 160.0 66 15.7 22.7 82 0 23.5 33.3 62.6 90.1 1500 72 20.8 66.8 21.6 50.8 07.8 832 1000 192 52.4 19.9 ROR<ZWAL MUM frp TYPICAL MULLION ARRANGEMENTS '•''''-, vERrOL /i PRODUCT �� 3 :;•� muum AROM 70 BE OI ED Z 16MRECTACIGUIM SM - ,• st^ 's:i Aj [w, W a M04 ULLIONS RATED IN THESE CHARTS MAY BE ORIENTED $$ at PRODfT4TA8Vf38D 'II N :7 N VERTICALLY OR HORIZONTALLY. 8"Rat"DCodo DD11 INTERPOLATION BETWEEN WIDTHS ALLOWED ROD tROD Acceptance No � r - :�^s PRODUCT PRODUCT WIDTH (W) = WI 2 �mm73ate`"�1 '" s;a; a iailk W2 SPAN �q L690Lm .668 beg 1.00° I.soo M6 TYP. a29 aes 129 �a Q z 1O� h amo L7W—L40 S L0°° a15 aao60nose 2 X 4 4.�a629 2bee a WIND=Ll TYPKAL FRAME Z C k 4.5W 2X MULLION LLION CLIPL agg}— a� -LOW ad 8 n= O 1 X 3 1199 NGTpi �° 6.�0 2 X 6 �ta62� 1 X 4 STD. TUBE MULLION 1 X 3 I ,L, OPTKINAL . 1 X 4 STD. TUBE MUWON 6063-T6 1 X 3 CUSTOM MULLIO 6063-766063-76N W is CUSTOM MULLION 8063-Te p� 6083-Te �llSTOM MULLION a a xx: 2 6 a Imc: 2.188 int Imc 2.218 ink z Ixx: 4.709 in. Ixx: 4.709 in. tm:: 2.168 in. s 3 3 3 Smt: 1.445 in. Ste; 1.479 ins o Sxx: 2.355 in. Sxx: 2.355 in. Smc 1.445 in. (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) STAT TUB"SHAPES N>d • • • TYR WALT._.iffi'ALL • • •••• • • ALLOY m 6083—T6 Luso • • • .7w • • • TYPICAL •• •• '� GLAZING PFAID CT •000.0 • • • • --� Ftl�2' pm- 2= w al atm•••• • •• • • �—� 0000 • • •• •• ao� I T • • • •• •0.0 0 6.000 ,� ,wz ••• 4= v v • • 1X MULLION CLIP ••:••• a000 4= 3629 ' •09.00 000-Wo 0000•• III's •• 0.9 •• • • MULLIONS CONTAINING 33 •i•• aR�•• �' •9• i TYPICAL GLAZING PRODUCTS . G>�t L • HORIZONTAL OR VERTICAL PRODUCTREVISED •• ® ® APPROVAL FOR OR G DOW OOK as conq�lode the Plod6a SEE WINro ,� 2 X 6 2 X 4 �"�igcode o ® FASTENERS SIZES AND SPACING STD, TUBE MULLION STD, TUBE MULLION AaapL'°scaN° G L em-Te 6063-TTY :L Ixx:19.648 in! Ixm 7.649 in4 t ummd CLIP LENGTH Sxm 6.549 insS= 3.825 ins RECTANGULAR ALUMINUtd TUBE MULLIONS M ULL INSTRUCTIONS: USING MULLION PROPERTIES ONLY .tT4ftffftttfttA t0 T r STD, TU MULU L6�° tN CHARrS AND Fouaws THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT 2.688' ' OEM LOAD RaxlwEo FOt PARTNCutAR OPErHrx= AND CAN BE USED WITH ALL LAWSON'S MLAK41-DADE e, e STEP y ugE APPtmVFo otAZM PRoozxaS MEETING Arm LOAD COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. 3.688`3AW STEP 3 USE COI*=I>oN TO MIXIM AS Pat PRQ>= NOTES: wa-.1 > vAPPROWL 5688' STEP 4 sPEmt MAxum swM SIO. 1. REFER TO THE GENERAL NOTES ON SHEET USING CHARTS ON SHEEP 5 Of 10 SELECT MtIlL N SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. ' 1.ALL CUPS AND ANGLES ARE TO FIT tT QWIN OEM RATING MOM TwW OEM Lam SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR BE SNUG INTO TUMULLIONS. ON STEP 1 ABOVE. HORIZONTALLY. '^ ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG HORIZONTALLY. ANCFmR TYPES ON$I:Er 6 TM 9 AND ANCHOR CHARTS 606.7-Te INTO TUBE MULLIONS, SEE OPTIONAL �onsHEET 9.SELECT ANmm TYPE Yate Dmm Raw 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION eoao ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE OWN LOADS$POWIED IN STEP I A8011L ARRANGEMENTS OR STACK CONFIGURATIONS. STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE RIULUONS STEEL REINFORCED TUBE MULLIONS Width w. MULL SPAN 1X3 1X4 2X4 2X8 Width w MULL SPAN 1X3 1X4 2X4 2X6 Width w MULLSPAN 1X3 1X4 2X4 2XS • 8 150.0 150.0 150.0 150.0 18 160.0 160.0 150.0 180.0 44.0 96.7 150.0 150.0 x 24 150.0 160.0 _ 150.0 150.0 24 139.5 150.0 150.0 160.0 24 33.0 71.8 116.6 150.0 c� Q 30 150.0 160.0 150.0 150.0 30 111.6 150.0 160.0 150.0 30 26.4 67.4 93.2 160.0co `� h 36 150.0 150.0 160.0 150.0 36 93.0 150.0 160.0 150.0 36 22.0 47.8 77.7 160.0 'e� 1 42 160.0 150.0 150.0 160.0 42 79.7 150.0 160.0 150.0 42 18.9 41.0 66.6 150.0 m 48 38.318" 160.0 150.0 150.0 150.0 48 74-1/4" 89.7 150.0 150.0 48 120" 16.5 35.9 58.3 148.7 64 150.0 160.0 150.0 150.0 62.0 13 .8 ifi0.0 150.0 31.9 133.1 a 80 160.0 160.0 150.0 150.0 00 66.8 1 150.0 1$0.0 00 28.7 46.8 118.8 z 88 160.0 160.0 150.0 160.0 00 60.7 110.1 160.0 160.0 00 26.1 .4 108.9 72 150.0 150.0 160.0 160.0 72 46.6 101.0 160.0 150.0 72 23.9 38.9 99.8ix 0 78 160.0 1 160.0 150.0 160.0 78 42.8 83.2 150.0 150.0 78 22.1 35.9 82:1 18 160.0• 150.0 160.0 150.0 18 128A 160.0 150.0 150.0 18 33.1 71.9 116.8 150.0 24 150.0 150.0 150.0 150.0 24 96.3 150.0 160.0 150.0 24 24.8 53.9 87.6 160.0 30 150.0 150.0 150.0 160.0 30 77.1 150.0 150.0 150.0 30 18.9 43.1 70.1 160.0 3` 150.0 161LO 150.0 150.0 36 64.2 139.5 1 150.0 160.0 36 16.5 35.9 68.4 160.0 4 160.0 I'60.'ON 150.0 150.0 42 55.0 119.5 150.0 150.0 42 30.8 50.0 128.5 48 $0 618" 160.0 150.0 950.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 64 160.0 160.0 150.0 160.0 64 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 00 160.0 150.0 150.0 150.0 80 38.5 83.7 135.9 150.0 80 1 21.6 35.0 90.0 ~ ® o 68 • •• 147.7 150.0 160.0 150.0 86 35.0 76.1 123.6 150.0 08 19.8 31.8 81.8 ly �E 72 • •• 135.3 160.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0 124.8 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 28.9 89.2 a 18 • 150.0 16010 150.0 150.0 18 86.0 1 160.0 160.0 150.0 18 25.6 55.4 89.8 1 150.0 ••••• 160.0 1600 160.0 160.0 24 64.5 140.1 150.0 150.0 24 19.1 49.6 67.5 150.0 • 30 • 160.0• •150.0 150.0 150.0 3061.6 112.1 160.0 150.0 30 16.3 33.2 54.0 138.6 36 • 150.000td0!b 160.0 160.0 36 43.0 93A 150.0 150.0 36 27.7 45.0 115.5 ••4Q•• •••• 160.0 i f1 150.0 150.0 42 38.9 80.1 130.1 150.0 42 23.7 38.5 99.0 160.0• 1150.0 150.0 150.0 48 88" 32.3 70.1 113.8 150.0 48 144 - 20.8 33.7 86.8 •••• 137.0 .0 160.0 150.0 64 28.7 62.3 101.2 160.0 54 18.6 30.0 77.0 ••AO••' •• 123.3 •R9D.0 150.0 150.0 80 1 25.8 66.1 1 91.1 150.0 SO 18.6 27.0 89.3 88 •• •• 112.1 .O 160.0 150.0 88 23.6 51.0 82.8 160.0 88 16.1 24.5 63.0 0 ••?2•• • 102.8 150.0 150.0 150.0 72 21.6 46.7 76.9 160.0 72 22.5 57.8 � Isis 78 94.8 150.0 150.0 78 19.9 43.1 70.0 160.0 78 20.8 53.3 $¢ 1,091860 • •• 150.064•o*m 160.0 150.0 18 60.4 131.2 150.0 160.0 18 22.6 49.0 79.6 150.0 i•i • 150. j1p.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 69.7 150.0 • 30 150.06 0 16W 150.0 150.0 30 36.3 78.7 127.9 160.0 30 29.4 47.7 122.6 15 e. ••••• 160.0 • 15M 160.0 160.0 36 30.2 , 65.6 106.6 150.0 36 24.6 39.8 102.2 3 42 •••• 130.5 150.0 150.0 150.0 42 25.8 682 91.4 150.0 42 21.0 34.1 87.6 $ 48 63" 1142 160.0 150.0 160.0 48 108" 22.7 492 79.9 160.0 48 150" 18.4 29.8 76.6 64 101.5 150.0 950.0 150.0 54 20.1 43.7 71.1 150.0 1 64 16.3 26.5 68.1 60 91.3 150.0 150.0 150.0 00 18.1 39.4 64.0 150.0 80 23.9 . 61.3 66 83.0 160.0 -166:6-1-150.0 08 16.5 $6.8 58.1 ]47.0 88 21.7 56.7 ' 72 76.1 142.4 150.0 160.0 72 16.1 32.8 63.3 4.8 72 19.9 51.1 a 78 70.2 131..0 150.0 160.0 78 30.3 49.2 4A 78 18.4 47.2 HOIBZWAL UUUM y,'aa11411fillyt TYPICAL MULLION ARRANGEMENTS �3,` r'�r� Ut6.LAN ARCHES M BE HBSCPolRD _ tz Z INSIDE RECIA14"SHAPE PROD= PRODUCT �a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED � ..,. •' -a CLAM CLAM 7d PRODuCf RBvtSSD , 4� •f: g y m the Flog& vERTICALLY OR HORIZONTALLY. 9�nalae CSB.�Q 9 PRO= PR0= (INTERPOLATION BETWEEN WIDTHS ALLOWED) n"` OBN" Ql/ll�ra� �J wi W2 WIDTH (W) = WI + W2 cmnroi MULLION SPAN 2 r s/,s'WCONs MIN. EDGE DIST. 1 1/4" MIN t-1/2•taro waon PEIVElpAT1ON s/ta•VPCONs 2-3/16" CONCRETE OR t° TION DIST 2 PER MIP(i ON E64H wAact) '-1/a"a91° eO00t Pp, 4" OLLOW BL s/ts•uPMONs 51WrxPcorrs o OCK t-s/a•e2N.aeeeo wro unsoNRr 1-3/a•una.aaem INro vnsoNrtr 3/4 4 PER CLP(2 ON YANG) 2 PQt ANCLE 13 oE.. m i z e a i i 2 7/16' i i i i 11 w S I I z x z x t MIN. L_J 11 y '' -IX FLOAII@IGG CLP I I /�{7N I t 11 o. 1 -_---_ 1 a BY 1 I 1 sr ,�• 1 1 2 x z x t 8• WOOD Ixx2t "------------ Yr00D tntctc 1' ix fLOAiING 0.P 1 1 AUUd q 1 I I I i N I t I i 3/4" MIN. g/18• ANCHORS TYPE 'D' (INTO BLOCKS �E11 EDGE DIST. ,-,/z• , wait g10cI ANCHORS TYPE 'G' (INTO CONCRETE) a 4 ANCHORS THRU 1X BUCK • " ALL CUPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK i 00, • •i 1 • • 1 S. TTAAPCONS MAY BEO TUBE HEX OR FLAT HEAD. 1"x4' 84 2"x4" MULL 11 •• •:• • • • MIN. EDGE DIST. � o •J ••••: 1 t 2-3/16" CONCRETE OR • ' i It 4" HOLLOW BL K s/ts•TAPCGNs s/ts'rnPMMNs ••• e• • •• •• 1 1 1-3/C mmm Dummm PITO MASONN 1-1/4•mm.Ekew WTO Lasow • • • 1 1 2 X 2 x t tY 2 PER CUP(t ON t WH WWO) 1 PER ANGLE ••• *-------� 00 �Mt 1 It ALtUA t • • • ••• •••••• i I ALL CUPS AND ANGLES TO FIT SNUG " M �. �.M g • 0000: ALTERNATE INTO TUBE MULLIONS. ••v••- •O.. e a • ANCHOR LWAYM ••0••• TAPCONS MAY BE HEX OR FLAT HEAD. 1 1 0:000• • :• 99:099 g"1 •• i•i 90 • ANCHORS TYPE 'A' 1 1 I 1 • • 0 ANWiORS INTO WOOD 0.0000 9:90 e • : • r-,•� 1 1 2x2x 1 Y -------- 0000 e - Y/OOD i3UCK l 1X FLOATWO CLP i 1 AURA AN 1 1/4" MIN. 1-1/2•dIN,WOOD E TAPCONSPCONS 8/is•r oom 4 PER MIP 2 ON FACN YANG 1-1/2•MIN.WOOD PENEIRATtON E D ( ) 2 PER ANtx.E I I I t ANCHORS TYPE 'C' (INTO BLOCKS ; ' °` �- ,•` I �a ANCHORS TYPE '1 ' (INTO CONCRETE) IF vF 2 ANCHORS THRU 1X BUCK }at} atlr alttNr 1 I t I INTO CONCRETE OR BLOCK :.'�� •' E3T>'r>o w 1 i t t a m s X 1/4 MI L-J I 1 D-i Ft.OATWl: 2µ2 XW000 22 SY ! 1 YLODt1CTRBYiSt•�tt3SdN8°ehkOm 1 __ Accoptlmcaxo i' zo�.� �;��='•• ANCHORS TYPE 'B' t } LVEaROMME 4 ANCHORS INTO WOOD WHOR LWATIMW COp11d jFar: .:Ib`' q MIN. EDGE DIST. s/Ie,TisMIN. EDGE DIST. 2-3/16- CONCRETE OR 1-31r UK INTO MASONRY 2-3 6" CONCRETE OR 4 2 PER CLIP(I ON EACH VIINQ 5/te*VsCONS 4 OLLOW 8 )CK 5/16*TAPCONS 5/Ir TwCom 3 1/4 1-3/4-mK amm INTO MASONRYI 1-3/4-MIN.EMBED INTO MASONRY 1-3/4-MIN.USED INTO MASONRY PER ANGLE -3/4" 4 PER CLIP(2 ON EACH VAN$) 2 M ANGLE MIN. JMIN. .41 O It z 11 CONCRETE OR CONCRETE OR I I CEMENT am CEMENT BLOCK "X 2af CONCRETE OR Ll 11 i 11 L X2 ------ CEMENT BLOCK I � I I ALUM AUr ------------- IL \�mOATm cLw I Ll 2 7/16 1 FLOATING CLIP Z' MIN. 3 1/4 MULL MIN. Is ANCHORS TYPE V (INTO BLOCK) ANCHORS TYPE 'C' (INTO BLOCK ANCHORS TYPE 'F' (INTO CONCRETE ANCHORS TYPE V (INTO CONCRETE 2 ANCHORS INTO CONCRETE OR CEMENT 13LOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK 1*x4' 2*x4" MULL 00:00 i ANdlOR LOCATION 00*000 WILL • 0 0 It FLOATING CLIP 0#00 00*00 0*0000 *44X CONCRETE OR 00000 ti 0 00 411:990 CEMENT BLOCK S OR INTO MASIN•fRY 2 PER CUP (I ON EACH WM) Tmom—/ t-3/4-MIN.EMBED INTO MASONRY 12 SMSAN= 4 PEftUll'(2 ON EACH WINO)PER It ALL CUPS AND ANGLES TO F(Y SNUG 11 it �Al INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT WAD. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED A No WITH ALKALI—RESISTANT COATINGS,(SUCH AS BITUMINOUS PAINT OR WATER^WHRE METHAQTUTE=UM L MIN. EDGE DIST. MIN. EDGE DIST. 2-3116" CONCRETE OR .2-3116' CONCRETE OR 4. HOLLOW K 511ir VPCM 4 HOLLOW 3-3/4' Sper Upooms .3-.3/4* WN. 1-3/4*MX EMBED WTO VASONRY z MIN. 1-3/4-MU EMBED INTO MASONRY 4 PER CLIP(?ON EACH WM) 4 PER CUP(2 ON EACH W=) CLIP LENGTH MULL 2 X 4 3.688' Z54 2 X 6 z . B 0 t8y im 2X8 SpAr tmwm WOOD 5= _2X6 MULL 1-3/4-UK DAM WO MASONRY 5/16-UPOONS n 4 PER CUP(2 ON EACH WWO) t-31,r LgIN'EMBED INTO MASONRY ---—------------------ 1 3/4- 4 PER OUP(2 ON VCH WM) WN. --------------------------- 1 31e MIN. 00 : � • 2M MULL 0*0 0• 0 LENGTH 00*0: •• 0 CLIP LEN Ve MULL 2X$LOLL 'e _Q; •0000 MULL 2 X 4 3.688' a x 6 0 0 • 0060: • 0000 ILL • 0 #000: 3 3�r X .00. MIRA 0 000 0 0 ANCHORS TYPE 'E' (INTO BLOCK) t,/%- : ALL CUPS AND ANGLES TO FIT SNUG :0*00 • ssINTO TUBE MULLIONS. ANCHORS TYPE V (INTO CONCRETE) vlow lay AN"R9 TYPE 'E' (INTO f3LQQK-) TAPOONS MAY BE HEX OR FLAT HEAD. SUCK 4 ANCHORS THRU IX SUCK INTO CONCRETE OR BLOCK ANCHORS TYPE V (INTO CONCRETES CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2"U"MULL SHOWN ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH AS;BITUMINOUS PAINT OR 2'X6'MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. 00"12 'o CQ PRODUC`fRUV= t MIN. EDGE DIST. e/te•DPCO14S �1 2-3/16" CONCRETE OR 1-3/4•MIN,EMBED WO MASOMY 3-3/4" CLIP LENGTH v 4" HOLLOW BLOCK 4 TOUL(2 ON EACH abut) IN. $ MULL "L" 1 X 2 L688' Pl 1 X 3 2688' z 1 X 4 3588' o .2 X 4 3.688' o g^ a i i •l 1 i' 2 X 6 5.688' i 2 MIN 16° i = i 1.ALL(RIPS AND ANGLES ARE TO FIT z p t i 2xa°'2,e Mua I 1 SNUG INTO TUBE MULLIONS. 8$ 2%2 X 1/4• ERE ad x aqua atm 2. WH AN(;i.ES ARE NOT FIT SNUG Q 1 1 1 I TNTO TUBE MULLIONS, SEE OPTIONAL I i 1 1 ANCHORIDETAIL NNS 9 OF 10. A 4 SAL& CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED %tom Tm aunLON D WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR Ems+ WATER-WHITE METHACRYLATE LACQUER. MIN. EDGE DIST. -------- i •••• 2-3�1 V CONCRETE OR - p o�j o • • ••e• • i• 4 HOLLOW BL ate F.H.S.M.S. �1} •e•e•• • • • 2/SIDE • • • • • I ; •••••• 1/S'TaEM TO CtNNN£L I 1 •••••• • • • • LENCTH�u ItTIMES VAY BE XWCHED nils a,+ucuoN \ • • • • #f • • •••••• 1: .. ."M OWN TO AU.O4f INSTNAATM 1 I • •.t. gg •e • •• OF CW ANGLE . •�,.;v�r +,d•�`- CAULK JOINT AFTER ASSEMBLY •• CLIP tF. �0 nL NNE •• •• iv 614 FH SUS • �10T FIT S41 INTCl*TUBE e• • i i i i ACCESS 000 HOLE i-tom4IAdONS. e d' I I a o a •e••• • •• •ee•eeg i 3" i i Via'Mw Enm�/2 yp • •aF PFRa ----- ------- 4 ----- ----- • PER • • e 1 1 --- 1 •e•e• •ee• • • I ' y e • 1.... _� 1 i i•;c. '. 2 X 2 X 1 e' TEES SI my Cad BE 1 i 12 FH SMS i I ALUM INSTaLEO IN�EITHFR 1 1 $PER CLIP O OtRECTX)td k((aebb. , 1•oa MEI. t `.1. 1-3/4•X 2'X i/e'(F�2taY \z_ 3/4•X 21 X 1/b•FOR{iBf Al� M CUr TO FIT SNUG MIDE TUBE `�y lt4afat317f v• A A. __ --=7--- - ANCHORS TYPE 'I' -- METAL TO METAL CONWCTION USE CHARTS FOR ANCHOR TYPE Y TO vwY CAPACITY OF CONNECTION ca _ NR0AUCTR9VISBD + � :neanptyktgvrh60xPloilda �^y ,�^� `g,'.:; ;•w , 3-3/4• ALL CUPS AND ANGLES TO FIT SNUGt"C=pyINTO TUBE MU <7j "•, j' i MIN. TAAPCONS MAY BE HEX OR FLAT HEAD. P �� a .,ss► ,< OPTIONAL ANCHOR DETAIL !!! ''°": ::•,r`• MIN. ANCHORS INTO,CONCRETE OR CEMENT BLOCK :Umit�i]sdcNtalastOoallol A f ASR TYM and StOS RAIE AN01JOR TYPES aril 6USSMSE KUM TYPE and menmE VWh Malan A B D E F 93 H 1 Wkfh A B E 1 M7dBi M8i0n B D H [ q 4 1 spm wl vvi Bk ML Bk Calc 0= Gane WL VW. ML Bk 9k 10=10=1Cave A51 m va vw. BOC 81k 8k. Caoc Om Cant. M1. a 18 180 1W 150 150 980 180 150 150 150 98 91 1W 150 150 150 150 150 150 150 18 58 112 129 150 150 144 150 150 150 C m 132 150 150 150 ISO '150 1W 180 150 24 68 138 1W 950 150 1W 1W 150 150 24 42 84 97 148 1W 108 180 160 118 y q 30 105 150 160 150 1W 180 150 150 150 30 64 109 125 180 1W 140 180 150 1W 30 34 67 71 116 1W 87 130 150 93 �7 36 88 1W 1W 1W 1W 160 180 1W 1W 36 45 91 104 1W 1W 117 1W 150 125 38 28 W 05 97 129 72 109 144 77 A wl 1 42 75 1W 1W 1W 1W 1W 180 1W 1W 42 39 78 M 134 1W IM 1W /W 107 42 24 48 55 83 111 ffi 03 124 66 m 48 383<8 W 132 1W 1W 950 IM 1W 1W 1W 48 74'U4 34 68 70 118 1W 87 132 iW 93 48 120 21 42 48 73 W 54 M 108 54 59 117 135 1W 9W 150 1W 1W 150 54 30 W 70 105 139 78 117 1W 83 64 19 37 43 65 88 0 72 98 51 W g W W 105 121 1W 1W 135 1W 1W 146 W 27 54 63 94 125 70 105 140 75 8o 17 34 39 W 77 43 6a 87 48 rn 88 48 96 110 1W iW 123 1W 1W 132 W 25 49 57 W 114 04 9B 127 68 86 15 31 35 53 70 39 69 78 42 Z Z O 9; M 44 88 101 1W 1W 113 iW 1W 121 M 23 45 ffi 78 104 ID 88 117 02 72 14 28 32 49 65 W 64 72 39 o w s q O 78 41 81 93 140 1W 104 1W 1W 111 M 21 42 48 72 08 54 81 108 58 78 13 28 30 45 W 33 W 87 38 S a g 18 133 1W 1W 1W 1W 150 1W 9W 1W 18 W 1W 1W 1W 1W 150 1W 1W 1W 18 51 102 117 1W 1W 131 1W 1W 140 IIy 26 100 1W 1W 1W 1W 1W 1W 1W 1W 60 120 138 150 1W 1W 1W 1W 1W 24 38 77 88 132 1W 08 148 150 106 30 80 1W 1W 1W 1W 1W 1W 1W 1W 30 48 9B 119 1W 1W 124 1W 1W 432 30 31 61 70 108 141 ?9 118 1W 84 38 67 133 1W 1W IN 150 1W 1W 1W 36 40 80 92 139 1W 103 iW 1W 110 38 28 51 W 88 117 W 90 131 70 42 57 114 131 1W 1W 147 1W 1W 150 42 34 so 78 119 1W 88 133 1W 94 42 22 44 W 76 101 83 86 112 W 48 5DO W 1W 115 1W 1W 128 1W 1W 137 48 84 30 W 69 104 138 77 116 1W 83 48 132 18 38 44 66 98 49 74 98 63 64 44 89 192 1W 1W 114 1W 1W 122 04 27 53 61 92 123 W 103 137 73 54 17 34 39 58 78 44 W 87 47 W 40 W 02 138 1W 103 1W 1W 110 80 24 48 55 83 111 02 93 124 W a0 15 31 35 53 70 39 59 70 4'! 88 36 73 83 128 1W 93 140 1W 10D ss 22 44 W 76 101 5S 85 112 W 06 14 26 32 48 64 33 54 72 36 g M 78 115 1W 85 129 1W 1» M 20 QO 48 88 92 ffi 78 103 65 M 13 28 29 44 W 33 49 as 35 }� S 78 • 36 0 I 71 •908 1161 79 119 1W 84 78 19 37 43 64 85 48 72 95 51 78 12 24 27 41 54 W 48 a1 S2 118 1W 1W 1 1W 1W 1W 1W 18 70 140 1W 1W 1W 1W 1W 1W 1W 98 47 04 908 iW 1W 120 150 1W 128 1241W 1 1 1W 1W 1W 1W 24 53 108 121 1W 1W 1355 1W 180 145 24 35 70 81 121 1W 90 120 1W 96 • 7• 1429 1W •1W 9s• 1W 1W 1W 1W 30 42 84 97 148 1W 108 1W iW 116 30 28 66 85 B7 128 72 109 144 77 W 1•• 138 9W 1W 1W 1W 38 35 70 81 121 1W W 130 = 93 38 23 47 54 at 108 W 90 12051 101 118 1 130 1W iW 139 42 30 W 69 106 138 77 116 1W 83 42 20 40 46 92 W 78 900 55 •6I 48 M 102 1801 456 114 1W 1W 122 45 96 28 53 at 91 121 45 102 135 72 45 144 98 aF 40 61 81 45 M 904a :iff91 1 101 1W iW 10B 64 23 47 54 81 908 W 90 120 94 54 18 31 W 64 72 4D W 8043 1 92 1 91 137 1W 97 80 21 42 48 73 97 54 81 108 a9 60 14 28 32 49 45 26 54 M 39 • 3!i 80 74 10% 06 83 125 1W 89 45 19 36 44 88 88 4B 74 98 a3 45 13 28 29 44 69 33 49 88 35 68 1 78 114 1W st M 18 35 W 81 at 45 38 90 48 M 12 23 27 45 64 30 45 6Ds2 63 70 105 140 7a 78 18 32 37 W 74 42 63 83 45 78 19 22 25 37 W 28 42 65 30• 907• 1W 1W •9 0 OW 1W 1W 1W 1W 98 62 125 143 1W .1W '160 1W 1W 1W 18 45 90 103 9W 1W 415 9W 1W 123 g� • W 160 1 f '5i0 1W 1W 1W 24 47 94 106 1W 1W 120 1W 1W 128 24 34 67 77 116 1W 87 130 1W 03 g g 148 5 im 1W 1W 1W 30 37 75 45 129 1W 93 145 1W 103 W 27 54 62 93 124 69 106 139 74 r $ E 3B 0860 8W 123 •1W OW 137 1W 1W 147 38 31 62 72 106 143 W 121 1W a8 36 22 45 62 78 103 88 87 115 82 145 1 118 1W 1W 125 42 27 W at 92 123 68 103 137 73 42 19 38 44 87 88 49 74 90 53 • 83 02 9 103 1W 1W 110 46 106 23 47 54 81 108 W 90 120 64 48 150 17 34 30 M69 as 87 48 54 Me 471 ffi 123 1W ffi 136 1W 98 64 21 42 49 72 98 53 eD 107 67 04 1s 30 34 68 77 41 W 32 64 74 1N 147 ffi 124 1W 88 80 99 37 43 65 86 45 72 98 51 8o 13 27 31 37W 29 68 67 101 134 75 113 iW W W 17 34 39 W 78 44 a8 87 47 88 92 24 28 47 63 34 27 53 81 92 123 ffi 103 1S7 73 M 18 39 64 72 40 60 80 43 M 11 22 26 43 58 31 25 49 6? 85 193 63 95 127 88' 78 14 29 33 W 66 37 56 74 40 78 10 21 24 40 53 28 z MCROR/cuP AW4W/CUP ANCHOR CLIP NOTES: < �' !(OfSZONTAL e1u1.UOR GLAZW 1. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER —VERMALz .s' PAW= `.. 3c TO SHEETS 6, 7, 8, & 9,FOR DETAILS AND NOTES. 3 2. REFER TO CHARTS ABOVEXOR MAX. DESIGN PRESSURE a..Id4,'!r,O, 0 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN GUM GLAZM 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4" ,a PROD= PRonum QlAZM 0 AZ810 w PROD= PF4= 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER y LOCATIONS AT HEAD, SILL OR JAMB ENDS. m , A1R /1:UP 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. mmcwn1414a8"'RR� a /'J y/�� {1 r. ,,•• 9wadkr4Cala �� os.O✓ '°'eti•' '•.•'t yt Ace coI10 �.� 04-2 HOR1Z AL MULLION Wt W2 J SAN paad�tCwu .� TYPI�l M ION CLIP ARRANGEMENTb q