The URL can be used to link to this page

WS-16-891 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756.8972 Inspection Number: INSP-256147 Permit Number: WS-4-16-891 Scheduled Inspection Date:April 12,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: OLIVEIRA,LOIS Work Classification: Window/Door Replacement Job Address:1270 NE 100 Street Miami Shores, FL Phone Number Parcel Number 1132050090030 Project: <NONE> Contractor: WINDOWMAN OF SOUTH FLORIDA Phone: (954)946-1553 Building Department Comments INSTALL 14 NEW WINDOWS AND 2 FRENCH DOORS Infractlo Passed Comments INSPECTOR COMMENTS False TO REPLACE EXPIRED PERMIT#WS 1&1202 Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 11,2016 For Inspections please call: (305)762-4949 Page 24 of 37 Edward P.E. CONSULTING ENGINEERS March 14, 2016 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Special inspection Project: Residence Permit# W-S - /a-G--l- w s -/(V- Ir T 1270 NE 100th Street Miami Shores, Florida 33138 Dear Sir; This letter is to advise that we are using a 2"x6"x1/4" aluminum tube with attachment clips to the existing concrete opening (4-1/4"Tapcons on each side). A 2"x6"wood buck is then attached to the aluminum tube with #14 self-drilling screws at 3"from the end and 12" on center. The wood buck Is also attached to the masonry opening with %4n Tapcons at 3"from the edge and 12" on center with 1-1/2"of embedment. The door is then installed and anchored through the buck per the requirements of the Product Approval. All work conforms to the approved plans and specifications, the Village of Miami Shores and the 2014 Florida Building Code. Please call if we can provide a add' i9 J)nformation. Verytrul ours, ® E rd A. Landers, E. President =U1.40 ';i®o®ES S®0®%®® 7850 NW 146TH STREET,SUITE 509' MIAMI LAKES FL 33016 x PHN: (305)823-3938 FAX:(305)823-9355 Miami Shores Village 10050 N.E.2nd Avenue NEa Miami Shores,FL 33138-0000 3 Phone: (305)795-2204 3, 0�, Expiration: 10/06/2016 3'. Project Address Parcel Number Applicant 1270 NE 100 Street 1132050090030 Miami Shores, FL Block: Lot: LOIS OLIVEIRA Owner Information Address Phone Cell LOIS OLIVEIRA 1270 NE 100 ST MIAMI SHORES FL 33138-2604 Contractor(s) Phone Cell Phone Valuation: $ 28,447.01 WINDOWMAN OF SOUTH FLORIDA (954)946-1553 ....._,....._ _._.._.__ _......._.._._.__ ._..__ .__�..._ mm _ __ Total Sq Feet: 0 Type of Work:INSTALL 14 NEW WINDOWS AND 2 FRENCH Available Inspections: No of openings:16 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $17.40 Invoice# WS-4-16.59264 DBPR Fee $3.90 04/11/2016 Check#:9973 $273.20 $50.00 DCA Fee $3.90 Education Surcharge $5,80 04/01/2016 Check#:9945 $50.00 $0.00 Permit Fee $260.00 Scanning Fee $9.00 Technology Fee $23,20 Total: $323.20 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 AFFI VIT: Irt' hat alt t foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andring F th ore, o' above-named contractor to do the work stated. April 11,2016 Autho d at er / Applicant / Contract / Agent Date Building Department Copy April 11,2016 1 r , 41 (0 Miami Shores Village t j\ Building Department !77 APR o r zo s L.1,1_° 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No. 46 — PERMIT APPLICATION Sub Permit No. V]BUILDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL [:]PUBLICWORKS [:] CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Ne /UO CX S/ke AE 7- City: City: Miami Shores County: Miami Dade Z)n: e 3/P 0 Folio/Parcel#:/l~3Q6r-OQ?- 06,30 Is the Building Historically Designated:Yes NO Occupancy Type: &S Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �o t S Y,4011 we it Phone#: -q,fa- ;3 g 2 Address: /d-2 0 /V19 /ao 4YI)" 7' City: 14Zam t' 64apes State: ��- Zip: Tenant/Lessee Name: Phone#: 3,3 /,38 Email: CONTRACTOR:Company Name: �� a�OwnaK s• Phone#: 5FS-V-/W*(J'r.3 Address: 3 0 1 CA IV Z I19- T e YC... City: f:d- L c&%.J - State: F C r Zip: 3 Qualifier Name: J a rv,e -*1 Q ChN WV I Phone#: State Certification or Registration#: S C C/3//S-/ 3 N / Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 141 s1Fa l/ /V Aew t,,, k s e c2 6end, o0 o 02 S 7Y'P-)olG%0_49- -e.fraIr*e CQ_ Specify color of color thru tile: /� Submittal Fee$Z �� Permit Fee$ c7GO W CCF$ 1 CO/CC$ X✓ Scanning Fee$ 5a •-Q Radon Fee$ 1 4*0�-G DBPR$ C?d Notary$ Technology Fee$ ;)3 Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ P�13 ° 00 (Revieed02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address State Zip p Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. /n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. nv., KL,,-1 Signature V441eSignature OWNER or AGENT CONT OR The foregoing instrument was acknowledged before `me this The foregoing instrument as acknowledged before me this �7 day of iitii�C� ,20 Flo .by da//y of 20 AG ,by 1,®rte VC©11Y61XA --.,who is personally known to �lAA4>;f lran� Wtls/ ,who efsonally known me or who has gi duced Ph as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY NOTARY P Prin • Pri eal: ,r1rY,,l"1r4,,5r,M eal: f0NOWY PubNcstateofFida John M Monahan Notary Pubk State of F10*1a y, My Co mmislon FF 914142 :8 �: John M Monahan EXr*n 0929/2019 C�ooQ My COm Mft9iW FF 914142 *as�e*s •�oReSiise �*e*s•�� ***�se*«s*rs�e�«x:ssr**gra**•ae�[a�**.*wae�wsw*r*��a*xte.«**«*t*****s APPROVED BY F 61 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) [BY. _ —1 Edward A. APR 0 4 1016 LA , P.E. CONSULTING ENGINEERS March 14, 2016 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Special inspection Project: Residence Permit# �� i S- 1202 UIS �R/ 1270 NE 100th Street Miami Shores, Florida 33138 Dear Sir; This letter is to advise that we are using a 2"x6"x1/4"aluminum tube with attachment clips to the existing concrete opening (4-1/4"Tapcons on each side). A 2"x6"wood buck is then attached to the aluminum tube with #14 self-drilling screws at 3"from the end and 12" on center. The wood buck is also attached to the masonry opening with Y4"Tapcons at 3"from the edge and 12" on center with 1-1/2" of embedment. The door is then installed and anchored through the buck per the requirements of the Product Approval. All work conforms to the approved plans and specifications, the Village of Miami Shores and the 2014 Florida Building Code. Please call if we can provide any additional information. ` as��oaaaua�eao ,d Very trul S E NNDESS ®®®ted dward A. n ers, PSS vN° w President =w. 0k Q�`•. •• ••• •• • • • •• ®oES S10 � . ... ... . . . . .. .. . . . . . 7850 NW 146TH STREET,SUITE 509*MIAMI LAKES FL 33016 x PHN::30!D823-:39 Q►X:Q0!0823-9355 ••• • ••• ••• 0.0 •••• ••• •• • A�coR� CERTIFICATE OF LIABILITY INSURANCE aAo/1 "3/1s'r' PRODUCER Alexander and Greep Insurance THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 2727 E.Oakland Park Blvd.Ste 200 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Ft.Lauderdale,FL 33306 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phone (954)561-9496 Fax (954)561-1350 INSURERS AFFORDING COVERAGE NAIC# INSURED Intracoastal Fuel Services INSURER A Cypress Property&Casualty INSURER B: DBA Window Man of South Florida INSURER C: 3076 NE 12th Ter INSURER D: Oakland Park,FL.33334 INSURER E: Associated Industries COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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 OF MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDS TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR INSRD DATE DATE GENERAL LIABILITY EACH OCCURRENCE 1,000,000 Q COMMERCIAL GENERAL LIABILITY GFL10250680281 07/03/15 07/03/16 PREMISEs Eat. ce 100,000 ❑❑ CLAIMS MADE 0 OCCUR MED EXP(Any one person) 5,000 A 0 ❑ PERSONAL&ADV INJURY 1,000,000 ❑ GENERAL AGGREGATE 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PEP. PRODUCTS-COMP/OP AGG 2,000,000 ❑ POLICY ©PROJECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANY AUTO (Ea accident) ❑ ALL OWNED AUTOS BODILY INJURY ❑ ❑ SCHEDULED AUTOS (Per person) ❑ HIRED AUTOS BODILY INJURY ❑ NON OWNED AUTOS (Per accident) ❑ PROPERTY DAMAGE (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ❑ ❑ ANY AUTO OTHER THAN EA ACC ❑ AUTO ONLY: AGG EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE ❑ ❑ OCCUR ❑ CLAIMS MADE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION ANDA-g STATU- ❑ OTH- EMPLOYERS'LIABILITY AWC1049042 07/14/15 07/14/16 T Y E ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT 100,000 OFFICER/MEMBER EXCLUDED? No E.L.DISEASE-EA EMPLOYEE 100,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT 500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Glazing license#SCC131151341 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL Miami Shores Village Bldg Dept 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2nd Ave THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY Miami Shores,FL 33138 OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001108)QF 0 ACORD CORPORATION 1988 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 0 VON WYL, JAMES A WINDOW MAN OF SOUTH FLORIDA 2308 NE 13TH ST FORT LAUDERDALE FL 333041538 - - ---------- Congratulationsi With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range firom architects to yacht brokers,from boxers to barbeque restaurants, r and they keep Florida's economy strong. ESS:AND Pt UL�eTION Every day we work to improve the way we do business in orler to SCC't 311&1 1912014 serve you better. For Information about our services,please log onto www.myfloridelloonse.com. There you can find more information CERT' IE6x R about our divisions and the regulations that impact you,subscribeO�k' J to department newsletters and learn more about the Departments Initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly. We constant) strive to serve you better so that you can serve your . m customers. lank you for doing business in Florida, }S CERT#FIEO-thid6r-trr®..prow$ions-oUCh..489..FS: and congratulations on your new license! AU�sr,3oa® tr4osis0002�en DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY 9TA*-0F MORMA'- ... DEPAkTAAEN'F QF BUS1 E$S AND,.PRQFES$JUNAL-REQULATION t CONSTRUCT.IIS.JNDUSTIRY.L-CCMINGIMM MMMMULT1 B �►RQ.: , 1�1a3aa CH-ASS-ANI If�CON�t�F-CT©R i . 1ovw#S CERA on . A31 'P6 ',-,.. u1 '' _"' ..— 'fie ❑ AM ISSUED: 08/19/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408190002764 BUSINESS TAX RECEIPT CITY OF OAKLAND PARK 2015-2016 MAILING ADDRESS ISSUED DATE: August 25,2016 INTERCOASTAL FUEL SERVICES LLC,DBA WINDOW MAN OF SOUTH FLORIDA 3076 NE 12 TER OAKLAND PARK, � a NAME ANDOF LICENSEE IICEAtE NU >CR 1593 ASTAL.FUEL SERVICES LLC,DBA 4 z � MAN OF SOUTH FLORIDA OR6NAL NUMBER S S51 2 TER g EIS <w .:PAR FL 33334 N CENSE EXPIRESop 9 zx -, v Baa,^. la�, THE INESS ROFESSIO'�O►R mOR OCCU TION LI ELO THE CABQW IS HE I' DOFOOA NPAGE IN ORIDA. BUSINESS CODE BUSINESS DESCRIPTION GLAZING CONTRACTOR RESTRICTIONS LICENSE MUST BE CONSPICUOUSLY POSTED AT THE PLACE OF BUSINESS SHOWN BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm.A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA:WINDOW MAN OF SOUTH FLORIDA Ry e'er -5607 Business Name: Businessss TTyOTHER TYPES CONTRACTOR pe: (GLASS AND GLAZING CONTRACTOR Owner Name:JAMES A VON WYL Business Opened:07/12/2000 Business Location:3076 NE 12 TER State/County/CertlReg:SCC131151341 OAKLAND PARK Exemption Code: Business Phone:954-946-1553 Rooms seats Employees Machines Professionals 1 For W."'R4 Business only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 0.00 70000000000000000000000000288202016000000027001 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. gx, MAY 2 0' 2015 10)73.875 x 37.25 2 Panel HIR Zone 4 7)74 x 60.75 2 fFrench Door 11)40.5x50.5 2 -` "°� Panel HIR Zone 4 Zone 4 Panel FUR Zone 5 Master BdRm 6)36.5x63 Casement Zone 4 „ 5)72.75 x 37.375 2 Panel HIR Zone 5 12)36.875 x 37.75 2 TV Panel HIR Zone 4 8)121.5 x 79.5 French Door w/2 Sidelites Zone 4 Master Bath " Dining g Kitchen „ �4)74 x 38.5 2 Panel 13)38.5 x 39.125 2 H/R Zone 5 Panel H/R Zone 4 „ „ „ „ „ „ Bedroom 3 L' ---------------------- -- ------------------- Spare Bath Living 15)78 x 62.75 .... Fixed Zone 4 ;' • • , • • 0000 0000• 3)36X37.252 Panel ;� �; �••• 0 • ••• ••` H/RZone 4 L' ! 0000•• •• • ••••�" 0000•• • • •••• Egress ////\, 0000 • •••••• •• • • 1 • • • • • •0000:. Bedroom 2 • 14)24X62.75 ••�••0 00000• •.•.•r, 3 Casement Zone 4 •• •• Garage•• ••••• " 46 • • • • •0000• 2)35.5X48.252 • • i••••• • • Panel HIR Zone 4 16)24X62.75 0000 0 • ••• i••••0 Casement Zone 4 • • • -'}OVED BYvk DATE 6 /"s ,-';NING DEEPT F9LDG DEPT NIV SUBJECT TO COMPLIANCE NTH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS rw � ENC31NEERiNC3 A.FRRNK L.BENN/tFk[}O, P.E..INC.INNOVATloN Project#: 42152-50902 Project Details: DeOliveira Contractor: WindowMan Of South FL 1270 NE 100 street Miami Shores,,FL Subject: Wind Load Design Pressure Calculations(Components&Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor(Kd): 0.85 Wind Speed (Vult): 175 mph Gust-Effect Factor(G): 0.85 Exposure Category: C Internal Pressure ±0.18 Roof Type: Gable Coefficient(GC pl): Roof Slope (0): 18.4 deg Topographical Factor(Kt): 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure Min. Building Dimension (L): 50.0 ft Coefficient(Kh): 0.85 Parapet 2 3 feet? No Velocity Pressure (qh): 56.57 psf End Zone (a): 5.0 ft ASD Method: P=0.6w lev,z ) Size`W x H(njoter Area„ftp) -z tKh) q" z{g ) GCp GCS:` sirr t ? B2 15 111.0 x 38.0 5 No 29.3 0.85 56.57 0.92 -1.24 +37.3/-48.0 B2 15 36.0 x 48.0 4 No 12.0 0.85 56.57 0.99 -1.09 +39.6/-43.0 SB 15 36.0 x 37.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 B3 15 74.0 x 39.0 5 No 20.0 0.85 56.57 0.95 -1.29 +38.2/-50.0 B3 15 73.0 x 37.0 5 No 18.8 0.85 56.57 0.95 -1.30 +38.4/-50.4 TV 15 37.0 x 63.0 4 No 16.2 0.85 56.57 0.96 -1.06 +38.8/-42.2 TV 15 74.0 x 61.0 4 No 31.3 0.85 56.57 0.91 -1.01 +37.1/-40.5 DR 15 72.0 x 80.0 4 No 1 40.0 1 0.85 1 56.571 0.89 -0.99 +36.4/-39.8 DR 15 25.0 x 80.0 4 No 1 14.8 1 0.85 1 56.571 0.97 -1.07 +39.0/-42.4 DR 15 25.0 x 80.0 4 No 1 14.8 1 0.85 1 56.571 0.97 -1.07 +39.0/-42.4 NOTES:Design is in accordance with ASCE 7-10(ASD method)and the 2010 Florida Building Valid Only With Raised Engineer Code.Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express.Vult may be converted to Vasd according to the following formula: [Vasd=Vult*V(0.6)].Ris4CAeJ8k for the fisted lult•sVall be verified pursuant to ASCE 7-10 Table 1.5-1 and Figures-2.5-4A,J,*j i i 2i1i FBC..620.2 by others. T u, ay r5 Results are based on contractor-supplied datA2nd%N511 1:111'Fiela vel'ifitcl%others prior to Frank L.Bennardo,P.E. use.Selection&installation of products shall be approved using these dimensions and PE46549 pressures as verified by others. 0:0 •• • • • ' ' ' ' ' Cert Auth 9885 .. . . . . . . .. . . . .. . . . . . . . LEN • #�1i •I)EE IELD�BEACH 160 SW 1 A UE 6, FL 33442, 42152-50902 PH4E:j54-X4;000 ;FA$.4354-0443 HCS "' 0 MWENGEXPtOM• PAGE / OF 2- "WENOINEERINC3 A FRANK L BENNARDO, P.E..INC.INNOVATION Project#: 42152-50902 Project Details: DeOliveira Contractor: WindowMan Of South FL 1270 NE 100 street Miami Shores,, FL Subject: Wind Load Design Pressure Calculations(Components&Cladding) Site Information General Calculation Building Classification: Enclosed Directionality Factor(Kd): 0.85 Wind Speed (Vult): 175 mph Gust-Effect Factor(G): 0.85 Exposure Category: C Internal Pressure ±0.18 Roof Type: Gable Coefficient(GC pj): Roof Slope(0): 18.4 deg Topographical Factor(Kt): 1.0 Mean Roof Height(h): 15.0 ft Velocity Pressure Exposure 0.85 Min. Building Dimension (L): 50.0 ft Coefficient(Kh): Parapet 2�3 feet? No Velocity Pressure(qh): 56.57 psf End Zone (a): 5.0 ft ASD Method: P=0.6w ; GC + C MB 15 72.0 x 80.0 4 No40.0 0.85 56.57 0.89 -0.99 +36.4/-39.8 MB 15 74.0 x 38.0 4 No 19.5 0.85 56.57 0.95 -1.05 +38.3/-41.7 MB 15 41.0 x 51.0 5 No 14.5 0.85 56.57 0.97 -1.34 +39.1/-51.71 MBA 15 37.0 x 38.0 4 No 10.0 0.85 56.57 1.00 -1.10 +40.1/-43.4 KI 15 39.0 x 40.0 4 No 10.8 0.85 56.57 0.99 -1.09 +39.8/-43.2 LV 15 24.0 x 63.0 4 No 10.5 0.85 56.57 1.00 -1.10 +39.9/-43.3 LV 15 78.0 x 63.0 4 No 34.1 0.85 56.57 0.91 -1.01 +36.9/-40.3 LV 15 24.0 x 63.0 4 No 10.5 0.85 1 56.571 1.00 -1.10 +39.9/-43.3 NOTES:Design is in accordance with ASCE 7-10(ASD method)and the 2010 Florida Building Valid Only With Raised Engineer Code.Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express.Vult may be converted to Vasd according to the z::� following formula:[Vasd=Vult.V(0.6)].RisOlteJU/&r1ho rusted Ilbsliall be verified pursuant to ASCE 7-10 Table 1.5-1 and Figures-26.54,e,i i c:2:KV FBE.1620.2 by others. u Results are based on contractor-supplied datAoand'SMall bRe'fielO vetifiLd%others prior to Frank L.Bennardo,P.E. use.Selection&installation of products shall be approved using these dimensions and PE46549 pressures as verified by others. ••• •• • • ' ' ' ' ' ' ' Cert Auth 9885 .. . . . . . . .. . . . .. . . . . . . . 160 SW 12-M 4ENL E 41J6,DEEIfFIELDBEACH,FL 33442 42152-50902 PHC' E:9Ajiij--0460;FA$69.%354-0443 HCS •" 0 WGVW:EN&YP.LOM* PAGE 2- OF :0' s s MIAMI. ADE INuAMI DADE COUNTY o PRODUCT CONTROL SECTION DEPARTIYIENT OF REGULATORY AND ECONOMIC RESOURCES MER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADAUNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICEOF ACCEPTANCE (NOA) vnyw.miamidade.eovteconomv CGI Windows&Doors 10100 NW 250'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 revieNved and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,.if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,includin the Hi ESCRIL'TION:Series��238"Alumimm�Fixed Window_L.M.I. APPROVAL DO rawmg No.W99-10,titled"Series-238 Aluminum Fixed Window (L.M.I.)",sheets 1 through 11 of 11,dated 02/19/99,with revision I dated 08/18/14,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County E IMPACT RATING:Large and Small Missi�ImpactReslsfiatnoLABELING: Each unit a permanen a s name if logo,,•ciV,:state, •, model/series, and following statement: "Miami-Dade County Product Control ApptVV ",unledbth8nvise90"" noted herein. 0 :0090: 0000 .. RENEWAL of this NOA shall be considered after a renewal application has beeti&edlind tltrdbO been*.... no change in the applicable building code negatively affecting the performance of thin rre luct. 0 0 0''0 00:00,0'00• TERMINATION of this NOA will occur after the expiration date or if there has 88eii A revisiod 1811change"08:' in the materials,use,and/or*manufacture of the product or process.Misuse of this=Zts an endorsement •• of any product,for sales, advertising or any other purposes shall automatically teriinatie this*At failure, to comply with any section of this NOA shall be cause for termination and removal b fV01L •••••• 0000 ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, hods;, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors-and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#13-0606.06 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA N o.14-0903.0 MlAM�•DADB cOUiVTY Ex ration Date: October 26,201$' €� Ap oval Date: December 2A,2014 Page 1 i CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings-and sections. 2. Drawing No. W99-10, titled "Series-238 Alum. Fixed Window (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99, with revision I dated 08/18/14, prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1.. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 243-94 along with marked-up drawings and installation diagram of aluminum fixed,casement and project-out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, BETI-074298 and HETI-07-4287, dated 06/27/08 and 07/17/08,all signed and sealed by Candida F.Font,P.E. (SubtnMed under NDA No. 081114.46) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of series 238 aluminum casement, project--out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL- 0080-0301-07 and BTL-0080-0905-07, dgw from 10/10/06 to 08/28/07,all signed and sealed by Vinu J.Abraham,P.T. ..0 0.0 0.0 (Submitted under NOA's No. 08-1114.06 and 06-0928.03) •• • •• :•: •0 3. Test reports on: 1)Large Missile Impact Test per SFBC,PA 20'?'94. of ' 000000 2)Cyclic Wind Pressure Loading per FBC,TA1�Oby 94 •0 • ;••••i along with marked-up drawings and installation diagram d. ,40iinud Wment,0:0 0• project-out and fixed windows,prepared by American Test La6of South Flaruc,Inc.;•••• Test Report No. ATL-1209.01-94, dated 02/20/95, signed anti Sealed byfftard B"'•:' Sullivan,P.E. •••••• • . . . . . . ...... (Sttbrnitted tinder NOA No. 96--0717.04) •••••• • Manuel Pe ?3�06 Product Control xaeY NOA No.14-''99Expiration Date: October 2618Approval Date: December 241 • E-1 r f CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTmm) 4. Test reports on: 1)Air Infiltration Test,per SFBC,PA 201-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No.HTL- 0080-0303-96,RTL-0080-1107-98,HTL-0080-1127-98, BTL-0080-0606-99,HTL- ! 0080-1020-99 and HTL-0080-0203-99,dated 03/06/96,09/08/96, 11/10/98, 12/23/98 and 02/05-15/99,06/07/99 and 10/28/99,all signed and sealed by Timothy S. Marshall,P.E. (Subtftdtted under NOAIs No. 96-0417.03,98-0709.05, 99-0329.01 and 01-0918.01) B. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition(2014),dated 08/05/14,prepared by AI Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). 0000 E. MATERIAL CERTIFICATIONS . 6 0000.0 6.00.0 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont 1 01e4our s&f)%,Inc. •; for their"DuPont SentryGlas(M Interlayer"dated 08/25/11,expiti%on 02/9.4/17. •••••• 2. Notice of Acceptance No. 14-0423.17 issued to Eastman CheMCCompany(MA);sees: for their"Saflex CIear and Color Glass Interlayers"dated 061�Zt4,exp ph 66000 05/21/16. 6666616 6666 66666 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Cheax6f Co4ow{MA}••••6•• , for their"Saflex CP-Saflex and Saflex HP Composite Glaj1 layers With ...��. PET Core"dated 06/19/14,expiring on 12/11/18. •00000 6 6 . 666666 66 . 6 666 6 6 6 ' � 1 t 1VI nuel Product out 1 E aminer NOA No. 4-0903.06 Expiration Date: October 26,2018 Approval Date: December 24,2014 B-2 f - CGI Windorvs&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5a`Edition (2014), and of no financial interest, dated August 6, 2014, issued by Ai-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-4673, issued by Fenestration Testing Laboratory, Inc., dated 04/07/06, signed, and sealed by Edmundo J. Largaespada,P.E. (Submitted under NOA No. 08-0206.03) 3. Laboratory compliance letters for Test Reports No.HTL-0080-0301-07, HTL-0080-0905-06 and HT1.-0080-0905-07, issued by Hurricane Test Laboratory, Inc.,dated 08/08/08 and 10/12/06,all signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA Is No. 08-1114.06 and 06-0928.03) 4. Laboratory compliance letters for Test Report No. ATL-1209.01-94, issued by American Test Lab of South Florida, Inc., dated 02/20/95, signed and sealed by Gerard B.Sullivan,P.E. (Submitted under NOA No. 96-0717.04) 5. Laboratory compliance letters for Test Reports No.HTL-0080-0303-96,HTL-0080- 0303-96,HTL-0080-1107-98,HTL-0080-1127-98,HTL-0080-0606-99 and HTL- 0080-0203-99,issued by Hurricane Test Laboratory,Inc.,dated 03/06/96,09/08/96, 12123/98 and 11/29/99,all signed and sealed by Timothy S.Marshall,P.E. (Subrmtted under NOAAIs No. 96-0417.03,98-0709.05, 99-0329.01 and 01-0918.01) G. OTHERS 1. Notice of Acceptance No. 13-0606.06, issued to CGI Windows & Doors for their "Series-238 Aluminum Fixed 'Window—L.M.I.", approved on 08/15/13 and*ax�iring on 10/26/18. •••• •••••• .. 0000 0000.. .. . ...... 0000.. 0000 .. 0 00000. 0 0000 .. 00000 0000.. 0000 00000 . . . 00 00 0000 000000 0000.. 0 00 . . 0 0 .00000 000000 0 0 . 0000.. 00 . . 000 0 0 .. 0 r Manuel P.E. Product Cantr aminer NOA No.1.4-0903.06 Expira on Date: October 26,2018 Approval ate: December 24,2014 E••3 GENERAL TNINbOW SECTIONS WINDOW Yom FLANGE F AM • 2WIDTH WW-2" Z 1 O.L.OPO. 0 000 vm-7• e. � 7 SILL QAT EACH ENO AND a 2 a 1a'o.0 ON SIDESSHORTER £S a 0 20'O.C.ON LONGER SIDES II II 3 < is ts ; 41===-r----- _..... _ II II tt � SURFACE APDL II �� FALSE KJNT FOR GLASS TYPES i t' OPTIONAL REFER TO w SHE 4 THRU 6 o g 18'MAX. N 1 7 2 3 D.L.OPG. DL DPG 2 1/2' pG N M 1' VENT VIDVENT VIDTN t' (FLANGE FRAME) ° Z;'i a! WINDOW WIDTH � WINDOV VIDTN (t �o EXTERIOR MAX. ANCHOR,SPACING TO BE AS FOLLOWS U o 17'O.C. ON LONGER SIM GS 18"O.C. ON SHORTER SIDES 3 e FOR MULUON/MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.OA goo 10, 7 INSTRUCTIONS: •• 000• • • •• • • •.�LLC�: THESE WINDOWS ARE RATED FOR LAME MWILE IMPACT. USE CHARTS AS FOLLOWS. 1 i i i ••0 • PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHUTTERS ARE NOT REQUIRED. Y f MENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY STEP 1 OETEWmNE l WAND LOAD REQUOMMENT BASEp••• ••i ••i ••• i i • UhPoCANE ZON£(FNHZ). ON Wllq VELOCITY;BLDG.HEM.WIND ZONE W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER ' USING APPLICABLE ASCE 7 STANDARD. LOADS TO THE Y OTT URE. Ergr.dAY/•AHMAO ODUCTRRV STEP 2 SEE CHARTS ON SHEETS 4 THRU 8 FOR OES6N LOAD AN ML 8 AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS cm ascomptytnBmthUre i CAPACITY OF DESIRED GLASS SIZE/1YP& • 000 • 000 • Etr NT TO BASE MAT£RW.SHAII 8E BEYOND WAIL DRESSING OR STUCCO. �I 70M Randltg Codd 1T STEPS USING mcptonmNo CHART ON SHEET 8 SELECT ANGiOR OPTS • • • • i ••• • •••NOT P11RTN OF THO�GPROV CONDITIONS NOT SHOWN IN THESE DETAILS ARE A Into J WITH DE"RATING MORE THAN DISKMJ LOAD SPF LEO IN STEP 1 ABOVE. STEP 4 IF ALUMINUM SUCH SYSTEM IS USED USE CHAR"* 0• ••• ••• •••A LOAD DURATION INCREASE IS USED IN OEM OF ANCHORS INTO TIM ONLY. bjia,d Pt uct ConMat } drotving rro. SHEETS 10&11 TO DETERMINE CAPACITY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT fG 14 ,STEP 5 THE LOWEST VALUE RESULTM FROM STEPS 2.3 AND 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W99-10 SHALL APPLY TO ENTIRE SWIM REQUIREMENTS OF THE FLORIDA BLDG.CODE. aheot 1 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VENT YAM � m� -GENERAL TFINDOW SECTION^+ D.L OPO.I/z ww—D • EQUAL — FRAME e'MAX.TIP. A HEAD/SILL CORNERS m01 gg 8 j 4 FMMMi � ar Eacw Erro allo z s IE•as DN SHORTER SWU sx 20.O.C.ON LONOER SMOl W it -_.yam ---- g W5 ri __Tr_-_-- Y SURFACE APPLIED OPTIONAL INS 8 Is Max. TYPICAL ELEVATION � �N r� (EQUAL LEO FRAME) I r 3 FOR CLASS TYPES. Z z z D.L.OPO. REFER TO D'L'OPG 8 in, MAX. ANCHOR SPACING TO BE AS FOLLOWS 8 j I a• VENT WIDTH SHEETS 4 THRU S VENT WIDTH 4• 17'O.C.ON LONGER SIDES 1IWDOV VIDTH WOW WIDTH a o 18"O.C. ON SHORTER SIDES EXTERIOR 9 Will I 3 era PRODUCT REVISED •�,, • �••� • ••• ••• fl C.AK. BuiWhas t CaDiletIh The Flmldu 3 l C•1 • • • • AccePle�NoIm � • • 7 • 000 ••• BY drawing no. IA A 2 2014 tvllmn huleP cwt W99-10 sneer ort t • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 2bE3 i1.6OS �� L7S7 �� .769 ` o 5 � F .f 1A� y3p7 A90 TV. a 1.978 0 2b2S ' 24 Is •7EO 8 .080 TYP. 1A38 COMR?MY O M KEf A TI .STEEL .062'1 CX 1M IUM FUUM FRAME VENT (5/16• LAM. CLASS) $ 2.076 -1.737— T_ s M .090 TTP. 1, VENT CORNER o90 TVP. 2383 27t5 1.438 tA24 EQUAL LEG FRAIdE=u VENT (II4SUL. IAM. GLASS) ALL FRAME AND VENT CORNERS TO BE —1.757— SEALED .7S7 SEALED On GE STMF OR EO W PISA PART! gDANrITY ABBW.PP10tQ ETAT.9�GT. 1tM/9u"MR/913 um ADO riP. �1 N Q T IM-373 4 FLANGE ED FP 9083-T9 ODOLEKMQM OR RAWMW �3 s to IM-307 4 EQUAL LEO FRM1E 6083-TO OmALEX OR EOUIy, M 2 COI-T/8 4 VEtIT 9 t8'IAM.G1A43 SOW-T8 d10ALOf OR OWN L,� 2B CGI-981 4 HENT(91618.,LML qt 4) 6083-T9 mamn OR MM 2C Cq-389 4 VENT(7/16'tAIL GLASS) 6083-T8 OMALE11 OR VWN. 4 3 M-373 4 OGEE OlAM DEAD 6083-75 O9IALEX OR EQUN. L347 U 0 4 C81-398 4 SWARF CK COIi ER K 8083-76 ItOMLEtf OR WW. VENT (7/18`LAM. GLASS) 4 - 4 .O�iMClt gOtOffR KEY AtzOAO61U 5 - 8 .060 Tt9CK CORNER KEY ST.STEEL - .754 6 AP-428 AS t1M.I FRAME WEATH PMG ULTRAFAS GET. / 7 4200 XtSO AS IIEW.11VENT SCHL m Q-EOM g 8 AS READ.I VENT SORM•20'O.C.LONGER MOM IS'O.C.SNORTER -- !10 x r SS so ani MO g�a 9 - 2/COMMFRAME AND VENT ASSEM LY SCREWS - /10 X t-1/4'SS SMS €i g 2/LRE SE"=BLOCKS EPDA aulmi ETER a"SNORE A .617 m 1 CGI-375:OtiEE GLAZING STOP $$ 1 I •• ••. • • • •• N 8. • • • • !175(3 CCI-39STOP EW JAVAD AHIMD cpm. PRODucr IMVISED • •• • ••• • • FLT.PE/70992 as complying%v9h um Ftorlda1 . BuildingOD& 41 4, 0 Acoeplam No y1�v g .. . . . . . . .. . . "MonImto ES •E CORNER • • ••• ••• • • • 11y droving no. •• • ••• • 0201 W99-10 M 1>adaPradaciCantrol sheet 3 of i 1 • • • • • • • • • • • •• •• • . • .• •• ••• • • • ••• • • 1/8•ANN.GLASS 3/18•ANN.GLASS 3 8•NEAT STREN'D GLASS \ �lu X90 Satlax Clew and Color(lass Mterloyar Cbor and Color (lase interlayer i .090 Soflmt paw and Color Gloss Interlayer 'E° Chemkal Co. 7S Sottax CP-sanex and Seo we HP CompostRo � 075 SaMn wd(So)tlex NP Compoetite floss Z 8y Eaetnan ChemtaW Co.(hlfa 1NIERIAYERS InteAoOysurPo{nYlh PET Core B&Eastman Chemieal Co. ) inted M Care By Eastman pnembol Co.(MA) .0 EJ.DuPold Oe�Namoara&Qo.Ino. t.09007cp'.9 Sen as IMaAayer a i/8"ANN.GLASS By uOwont Nemours&Co.Ina F 3/18'ANN,GLASS 3/18"HEAT STREN'D GLASS GE-IMO SQUARE WAD Ip1NE ,y DON 845 I SILICONE f,� 1 I SILICONE 0PTI0NIAL I I DON 899 I DON SMS iV tlq I GE-12� ALL GLASS TYPES I I 1 1 DON 899 a 11 1 WAN 1 I: Et 1 111 10 AIYIITER4 POYITSHAN 30"ON LRES 0 AT 1/4 POINTS ON LOES 10 AT 1/4 POINTS ON UTES WIDER TOM 38' WDER THAN 38" 8/18" NOMINAL 7/18" NOMINAL 7/18" NOMINAL GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '8' N v PfiRFDtTrdANCS natusa of IMPACT RESISTANT WINDOtfs � RM TO MOM 7 TIM 11 FOR 919rAtW10N OEIAU ' WINDOW DIME. OLA88 TYPE'6' OLA$g TYPE'3' CLASS TYPE•8• WIDTH HEIGHT EXT.(+) SNT.(-> EXT.(+) INT.(-) EXT.(+) INT.(-) 19-1/8` 110.0 IOU 110.0 IS&O 110.0 IS&O 28-1/2' 110.0 180.2 110.0 195.0 110.0 183.0 4 37• a6' 110.0 185.2 110.0 172.5 110.0 IS&O 55-1/8• 110.0 120.0 110.0 1482 110.0 195.0M 19-1/8- 110.0 195.0 1104 108.0. 110.0 S28.0 M 28-1/a• 110.0 163.0 110.0 167.7 110.0 i9s.0 S _7 -3/8+ ii 37' 1104 118.8 110.0 131.9 1 1019 1809 ZC Z� 83-1/8• 64.1 84.1 10&8 11&7 1089 118.7 $ �S I9-1/8° 110.0 185.7 110.0 1879 110.0 198. 8680 o8J 28-1/2' 50-51W s 110.0 1312 110.0 148.7 110.0 1954 O 37' 1W 95.0 9&0 110.0 120.0 110.0 120.0 53-1/8• 879 67.9 85.3 83.3 85.3 86.3 19-1/a" 110.0 177.5 11MO 179.4 110.0 195.0 26-1/2' 102.7 102.7 110.0 1204 110.0 120.0 a 37• 709 709 102.1 111.3 102.1 i 11.3 s3-1/6• 57.7 57.7 BS.3 81.3 al.3 81.3 '� 2 18-I/B' 110.0 120.0 110.0 174.6 110.0 195.0 28 899 89.5 110.0 120.0 110.0 1204 $ 74-1/4' 80.9 Kill 904 90.0 1 90.0 § 70. 700 • • •• • • • • • m I Ag • • • • • • • • • c u a x.. •• ••• •• • • • •• mm AN PAODUCTREVISOO •1 CML asaanplying"iithdmMCI" • •f• • ••• • • RA.PE 70592 Dailding Code g - • • • • • • • • • • Gnat: AcceiaanceNo ion • • • • • • • • 1.11�mtUnto f•• • • • ••• • (N1amIj Ia Let Gintpai. drorring no. 2014 �,, wss-�a sheet 4 of 11 • •• •• • • • •• •• ••• • • • ••• • • PRO141 1ANIB VAIAFM OF MPAOT BMWANT 119MM PSBFORNAIPOH TALON OF IWACP RESISTANT lOMM PIRPOINIANC8 TALON Of MPAC7 MINIM VOMM �t am TO Sam 7 9M1 11 7402 sm WARM on" IIVIX TO 90213 7 BRtl IS MR 0B9LL017N BNAB °170110 am=7 m/t POR 001191M 019" W 700111,1f8imY Dep. BIA99 TYPE'B' M4M TTPB'o'I MASS TIM'6' 1,8/001,allm MASS TTPB'8' YPE'8'MAN TWAN TTM•C 1181001,Dep. TPB MASS TV MAN TYPB V. aim TYPE 10' mw W.(+) 1Nt(--)FSR(+)I 1M.(-)I W.(+)I SNL(-) 1DDNf I Now M.(+) 1M. - W. + in )EXT.(+ INL(-) am I IIEWNr I Off.(+) In(-)vo.(+)I 1M. - W. ♦ iMt C- 24" 11060 is" 110.0 IMA 110.0 195.0 24• 1104 120.0 Stu 151A Stu 194.0 24• 11060 114.4 110.0 I2R0 1140 120.0 NOTE: Z 30' 140.0 1K° It" 180.3 ttMo tsao 30• 911 911 now 120.0 Stow 120.0 w 1 1�7 860 MA SOA mw LOAD AREA UMTS FF 39• 1100 120.0 now 1,85.7 100.7 156b 34• 74.9 760 1M.9 118.0 foss It" 3r 40.8 BOA MA ou Sao FOR +110, -195 PSF = 10.0 SQ. FT. 42• now 120.0 now tmo now I20A 4r 07A 47.9 MA 1" 80.0 8060 4r Stow Sao +110, --120 PSF = 16.3 SO. FT. � p_ 4e• 1o" 1944 now i?D.0 1IMo 120.0 40• a" a" sow 90w 9-0 Stu 48• - - 700 low +90, -90 PSF = 24.0 SQ. Fr.ma8806 now tzoA now 1060-0 064• 6" sae a" a" mA I" w - - - low 700 +70, -70 PSF = 35.0 SQ. FT.8r 81.9 810 IQ" SIM tm,3 110.1 87' $7.6 Me 76b 7066 750 ISA 5r - - - low Tao +50, -50 PSF = 45.0 SQ. FT. m• 3V 70.9 769 IDSA 116.0 106.° I16A or - - - - MA 706.0 or 84 - - - 700 70.0 63' 7P.6 lab tos.7 nal lou. 1,10606 or - - - - Tao Tao or - Stow B6' 08.9 m.9 80.0 960 80.0 90.0 88' - - - - 760 700 or - _ _ app MA 7VE J 7r 81.4 m 900 MA 80.0 90.0 M• - - - - 700 70.0 M• - - - a" M-0 7Y ou a" 90.0 90.4 90.0 80.0 f 7r - - - - 70.0 700 7r BOA 540 "A 500 mA >�K 74• 87b 87b 800 90.0 °0.0 90.0 78• - - - - 70.0 78' - _ _ _ 78' 68.0 m.0 m.0 I 90.0 800 Stow 78' - - - _ 7" 700 � mA MA 1t" 120.0 110.012" W g 33Y ell m3 d0.2 Mw 940 A ou 90et• - - - - 70-0 740 30• 670 570 OLD NO am o0-0 IQ �C 0• 84' 480 406.06 00.0I su 900 M-0 Be - - - - 700 70.0 38' 430 430 90.0 Stow "A 9060 Or i 47A 470 600 1 ou mw m.0 er - m.0 1 8060 4r - - - - 7" 706° 24• 1f0A 168.0 110.0 1 189.7 Stu, 184.0 241 110.0 119.0 1 110.0 120-0 110A IMA IB• 7060 740 m• 1106-0 144.0 110.0 tmA 1100 testy m etA 06th naw 120.0 stow I2DA 54• � eoo 0660 39' 1,10.0 1tp.0 110-0 1'�.O 1111.0 I2U 38• 089 883 9M.0 M-0 I" SRO sr _ - - 500 500 w 102.0 to" 1140 t20A 1140 120.0 4r 80.2 00.2 Stow 90.0 90.0 110.0 m• - - - - LOA BOA 18• 871 871 110.0 120.0 1160 120.0 48• 870 47-0 ou 80-0 90.0 a" gr - _ _ _ a" 50.0 v 84• 769 7068 IOa9 I 1134 1038 1134 54• - - - a" a" or - _ _ _ a" WAS Or 723 722 MA I s0.0 90.0 no sr � - - - 7" 70.0 24• 70A 744 °0.0 sow ou emV.0 m• 879 sao sow eo.0 soo m' �• - - - - 70-0 700 30• 0664 56 00 so 06 8w 80606 sow 427 eT • 506.06 no M.0 a" 90.0 90A Or - MA a" 3r 700 760 08• 803 8062 90.0 80.0 20A 940 er - - - - mash 49* - - 7060 YU � Q yr 85.3 0023 BOA 90.0 80.0 9060 �' - - - - 660 am 48' IOa' - - mA a" S � 7r 82.0 BBA su o60 900 sw 72• - _ _ m,b 04 81• _ _ _ _ 800 s0.o 78' 467 421 BOA 80.0 BOA BOA) _ _ = = M. _ d0.0 0.0.0 N 74' 48J 467 85.4 80.4 800 80.0 - a" 60' a" MA � at' 449 444 BSA 834 90.0 ODA WINDOW LENGTH 24' MA MA 00.0 ou 904 90.0 moi.N M SIC - - - SRO 90A 84' .• - .. •. 140 40.0 3r - - - - 900 e0A 87• - .. _ _ 70.0 70A or SOA 00.0 30• - - - - 70.0 700 Z Z 064• Stu 780.0 now 16106 Stu ioLo 94 1100 ISM 110.0 1,060.0 110.0 120.0 4r I� - Tao 700 m' 1,10.0 1,20.0 110.0 141.1 10°1 191.0 m• 770 77.0 110-0 190.0 Stu 12110 48• - - - a" MA /i/�� p�y,[ 38• 104.9 tO4b 1160 120.0 1160 12M 38• MA mA ou 900 9060 Sao 84' - - .. - dR0 m.M � O c: tr 871 87.2 110.0 720.0 1160 120.0 4r 62.0 920 1 mA 1 20-0 a" 1160 24• 484) 469 am 900 80.° 90.0 48• 77.3 77.3 119-0 120.0 110.0 120.0 1 48• sow a" ou a" mA 900 3r760 7060 se MA MA ou 990 00.0 MA 94• >o.0 70.0 3r 1st' 702° 700 5r 863 863 90.0 960 Stow 80.0 57' - - 700 70.0 4r - - - - 6020 800 WIDTH AND LENGTH ORIENSWAIS CAN BE ORIENTED or NO 65A ou 90.0 00.0 90.0 80' - _ _ _ 6]• on a" I" e60 900 °0.o or 7r a" aeeau W.0 2P 41.3 41a Stow Stow 900 80.0 M' VERTICALLY OR HORROMALLY AS SHOWN ABOVE or 67 0 374 °0.O 90.0 M.O 90.0 88' - - _ _ g0.6 Bgb m. 53.8 43.0 88.8 890 80.0 60.0 or - - - - o2A ou 30• I44 7r m.0 d-6 BSb ou BOA 800 79• - - - - ou 500 4r - - - - 5" 00.0 a1, 76• - - 00.0 mA 74' - - - - ou am 24' 78' - - - - 700 70.0 7a• - - - - m-0 10.0 m• tM' - - 700 70.0 831 ELF71 at• - - - 700 70.0 at• m-0 m.0 36• 064• - - - - 78w 70.0 w - - - - m.0 00.0 BB 6 - - - - 70..0 700 er - _ _ - 50.0 1 a" 94• Stu 1421 11°0 tm9 11" 180.0 24' 108.1, 1 1 110.0 20w 1,10.0 120.0 m W* IOU IOU !!w E /100 1 +,�'• • SI 120.0 limo 120.0 4r 88.3 eeJ ISQO 1 30' • C ^18 • 1 MM BOA MAS NOTE: 4r 760 las to" 113.4 4r• • 440 18• 88.4 464 "o 800 GLASS CAPACITIES ON THIS SHEET ARE 4a• Mb MA 9020 OU 4a• • 064• 424 80606 8060 �• • >oo 0BASED ON ASTM 11300-09 (3 SEC. GUSTS). 5r 8067 8067 BDA MA er - - 7" 70.0aw M• Bol Bat bow M-0 60' �• - - - - 70-0 Tao MAL En9f JA ANNAO 118O0mOpU REVISED 1ylpgtatNl83' 67.1 821 80.0 BOA 83 m.0 NISM92�' - - a" ras 4* • _ DWlfbngCode g 7r - - - - m-0 1,M' i - - - - a" mA � yg �' - - - 706-0 •Tr • - a" mo •� i 70.0 •w • -• •-• MA 3u BY 78' - - - - 7u •78• • -• - ••s MA op,0 M D6dtl Proll961(.9 dfoWieg no. at• _ _ _ S4• 7ao ».0 81• 2014 W99-10 Or - - - Tao Tao 0:0 •• • • • • • • ahMet of 11 • • • • • • • • • • • •• •• ••• •••• ••• •• ••• • • • )AI'R • am 1/8•TEMP.GLASS r� E AIR SPACE (�d/ •ANN.CLASS 090 Sonex aeor and Color Gloss interlayer 1/8•TEMP.CLASS 090 Saflex dear m1d Color Glass tnterioyer ((("""Bf•Eastman fk�emkal Co.(NAA) By Eastman am"*al Co.(MA) �� 078IaS�ofrlmc CP-Saflex mM SaOelt HP Composdte Glass 07e9rbSyosf�ia(CP-SoOex miBdy Wax HP Compostite(Dose M.Ow vfi,�s PET �Eostman Chamkol Co.(11.0) lEMAYEft f nt 0 r ill 6a�PET�loe IOteria Eastman Cherrdaol Co.(MA) By EJ.a1PoM Da Nemours&CO.Ino. By£1.OuPoat Ds Nemours&Co.Mo. SQUARE 3W 1/8•ANN.GLASS 1/8'TEMP.GLASS AL1. � , SILICONE SILICONE GE-1200 GE-1E00 mv� 1 DOW 99S AIR SPACE CONSISTM 6 OF: R' DOM 899 h METAL SPACER AROUND t0 AT 1/4 POINTS ALL SG= THE PERIMETER OF THE GLASS, TED 9�4 INSULATED 10 AT 1/4 POINTS ALL SIZES st GLASS TYPE '210' fiLA93 TYPE 'SA' PE"OFXMCB VAUM OF 1MPACP HOWANT WINDOWS PERFORMANCE VALOBB OF IWACT RNI8TANT WINDOWS PBRPORNANCE VALDE$OF IMPACT Rl?UMANT WINDOWS 1 Rom TO SKM 7 YOU it M1 96MLAWN OEIAR9 YAM TO 911E19 7IIAW 11 FOR 0MVIIATIR DEVU REraR TO StEl19 7 TRW 11 FOR 013MA 0.N DEIN1.9 11R4DOW DIMS, I otA6s TYPE'0.A' o1A6B Tt(PB'910' WINDOW DINS. 0499 1YPB'zA' OTA89 TYPE'910' WINDOW IHMB. GLASS TYPE'810' GLASS 77PB'910' NOTE: ' tW6Dt tmmtr act +y /Nr -) EXT.(+) INr.t-) W Im Hmw Exr. +) 1Nr.(-y Exr +) tNr.t-) ( ) (-) Ixr.(+) 1Nr (-) LOAD AREA LIMITS 24• 210.0 180.0 110.0 1800 24• 110.0 18110 110.0 184.3 wom NOW EXT• + 1M. OL 30' 110.0 144.0 110.0 144.0 30• 1027 103,7 110.0 120.018-t/8° 110.0 198.0 110.0 to" FOR +110, -195 PSF a 9.32 SO. FT. .-. 38• 110.0 120.0 110.0 120.0 38• It" 83.8 11010 120.0 28-t/2. 110.0 188.2 11OA 188.2 +110, -120 PSF a 16.2 SO. FT. 21 ° = 0.r 11oA 12ao 1fo110.012U4r 81.7 ata ".91029 3Y 2b 1140 168.2 110.0 1683 +90, -90 PSF 24.0 SO. FT. v 40• t1oA 111.3 itao 120.0 48• s4' 74.2 74.2 9010 SOA 83-1/8• 1UXO t2a0 110.0 120.0 S4• 9&8 939 110.0 120.0 Se 71.8 71.6 a" 80.0 19-1/8• Itao to&* 110.0 198.0 O or8710 8710 1fa0 118.9 0.r 87.8 87.8 eoo eO.O 28-1/2• 110.0 ia3.0 110.0 183.0 80• 1• 81.7 81.7 120.0 114.3 e0• 9410 84.0 ap,0 80.0 38-3/8• 0 3Y 1ta0 1t&8 110.0 1188 tUL�i 63• 7710 77.0 120.0 112.0 83' 80.8 H0.8 8010 8010 S3_t�• 3313 89.3 110.0 112.6 88• 727 72.7 80.0 9010 24• It" 120.0 110.0 1200 19-1/8• 110.0 185.7 110.0 188.7 2 4 N 89• 6810 8610 8010 8610 30• 9810 88.8 11010 1204 r ' 28-1/2•7Y 110.0 139.4 110.0 147.2 84.7 64.7 90.0 9010 38• 814 81.7 110.0 414.3 90-3/9' NM 78• 81.4 61.4 90.0 1 8010 42• 90• 721 72.t 90.0 90.0 3Y 100.9 1009 110.0 1 1169 M 78• 6&4 8&4 904 90A 48• 69.0 Wo "A 9010 53-1/8° 721 72.1 88.3 88.3 V784DOM LENGTH Z Z(i 8Y 03.4 33.4 90.0 8010 84' 84.0 84.0 NAA 8010 19-1/8• 110.0 177.8 110.0 177.0 �3 C O s4' 81.8 81.8 90.0 90.0 sr 01.2 81.2 754 78.8 26-1/2° &s„ 108.1 11109.1 140.0 520.0 eY 49.9 4910 9010 8010 24' 110.0 120.0 11010 120.0 37° 749 74.9 110.0 0.2 •// C9 p 20.• 110.0 tau 110.0 168.0 30• a" 8%9 110.0 120.0 8,1-1/8• 81.3 81.3 81.3 81.3 3O• 11010 144.0 1104 t44A 36• 86• 727 727 9010 110.0 19-1/8• 110.0 MOM 110.0 120.0 38• 110.0 120.0 110.0 120A 4r 439 839 8010 90.0 3i 42• 1029 1029 se.9 to29 48• WA 60.0 8010 9010 26-1/2• 74-1/4• 98.4 98.4 110.0 120.0 48• 827 82.7 969 to29 24• 110.0 it&4 110.0 1204 3Y 60.4 80.4 90.0 90.0 g g 84• 81.7 81.7 989 5029 30• 81.8 819 110.0 120.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 0.r 42• 7&7 7&7 !b 0 8010 38' 7r 84.7 044 OOA 99.0 VERTXALLY OR HORIZONTALLY AS SHOWN A80V£ L5 60' 721 721 0" 9oA 42• b&P 83.2 ,eo.0 9010H 8 63' 07.8 67.9 �A 8010 48• 03.7 83.7 9010 ou 81, es• 639 839 9010 soA 24• 1140 1ta9 110.0 120.0 89• 889 88.8 9010 8010 30• �• 74.6 74.6 11010 11&9 7r 58.2 55.2 no 9010 38• 3&4 58.4 NAA 9010NOTE:78• 32.2 52.2 sae Sao 0.r 4ss GLASS CAPACITIES ON THIS SHEET ARE78' 48.8 4&6 9010 90.0 20.• tiMft 120A •10.0 6120.• • ••• ,�1,'+Bt• 47.6 47.6 90.0 90.0 30• 0.4• 699• 89 • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS). 8 g 24• 110.0 180.0 110.0 111601" 36' 81.8 1.8 • ••• • r m z- • • • • 30• 110.0 120.0 110.0 24• 94.10 94.0• .010.0 6120.0 0 • •• 30• tfOA 111.3 Ila 30• 96• 81.6 61.6 9010 9010 42• 92.7 82.7 1189 36• 1 45,6 45,6 9010 9010 Emil" AHLIAO PRODUCTRHVISHD � •4 48' 821 821 8410 9010 24• 108" 7410 74.8 80.0 BOA F1A P£IL OR L lrith1114Florida s4' 48• 743 74.2 Sao 940 3p• • • • lob g No ar 70.4 70,4 90.0 940 24• 1 80.1` •80.0 • • • • • 0.A. B*MAcceptlm Dato e0• 69.0 0910 9010 90.0 24• 15 4918• 40 • • •t t i 83' 84.0 64.6 90.0 9010 20.• 144' 9010 ••• • C.- i R.hmet Rof es• 570 57A60�8 90.0 90.0 02 89' 87.0 s7A SQA 90.0 M• 83.7 83.7 904 8010 ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION—CONDITIONS FXANGE FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 ; TYPICAL ANCHORS SEE ELEV.FOR SPAM TYPICAL ANCHORS SEE SFIEE7 9 FOR DESCRIPTION Z SEE ELEV.FOR SPAM TYPICAL �FORSPACING OSA SEE SHEET 9 FOR OE�WPT�N SEE SHEET 9 FOR DESCRIPTION METAL C Y STRUCTURES g 8 13/8' � Q• SEALANT SEALANT O: ' c (Q' a� •aV q. Q a»ir,•:ad 21/9' •e. ,Q wp •:ad y 21/9' I i' dIW • v a tlIIL 2-1 MR INSTILL LAT1ON TYPE 't' WOOD BUCK TYPE 'T' INSTAL N TVL' 1 PRESSURE TREATED MAUNMeftSSURE TREATED TXPMAL INSTA eTION DETA ATTACHMENT ON AL FOUR SIDES ING WOOD ON 10 ALL FOUR SIbE.S/USING WOOD METAL STRUCTLtREc o TYPICAL ANCHORS TYPICAL ANCHORS SEE EE FOR SPACING S SEE SSEE El".FOR SPACING TYPICAL ANCHM SHEET 8 FOR OESCRIPTLON SEE SHEET 9 FOR DESCRIPTION SEE ELEV.FOR SPACING SEE SHEET 9 FOR DESCRIPTION = 1 3/S' N SEALANT SEALANT G a"•.. o v V UMN AT�N RY OTHERS < •eiINSTALLATION BY OTHERS ATTACHMENT APPROVED MULLIONS INSTALLATION TYPE 13' WOO RUCK TYP ' ' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' 11,15 1�9TffiI� PRESSURE TREATED �AI� PRESSURE TREATED TYPICAL INSTALLATION MEAL, •• • • • • • • �_..l ttTALLATION DETA L • -m ON ALL FOUR SIDES&SING WOOD i i ••i i iOPY A1� RDUR SIDESAMNG WOOD o i�g>9 • •• • • • • ••• • •• ••• •• • • • •• JAVAD PRODUCTRRV El ith F•PE ecomoyin��C'A'N••WOOD BUCKS N07 BY CGI CORP., MUST SUSTAIN ••i i ••• • ••i • aZM+LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER E/THEM TO THE BUILDING STRUCTURE. • • • • • • • • • • • •• •• • • • •• •• b" INS�IsATION CONI)MON QUA T G RA E (API! IRS TO ALL FOUR SIDES) � !, FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 Rt $ TYPICAL ANCHORS SEE SHEET 9�FORDERNTION z I TYPICAL ANCHORS o i SEE VEET 9 FSPACING OR DESCRIPTION ��F ACING METAL1'�v 1lAA1 g SEE SHEET 9 FOR OESCREPMN 1 1 3/9• 1 e�nt{ I py v 1 Q ' •[ a tl 21/9' F.-W.• a ° v, �• °. � .' C1 a"' •' d � E1/9' a ggt�tlNQn9yj gg9�6,pJ� 2-1/2"AIN. MIN. IN t ATION TYPT •1• WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' L:PRESSURE TREATED PRESSURE TREATED ON ALL TLL FOUR SSIDE/1 IN AI I I ATION pE7 WOOD t TYPICAL INST LI ATION DETAI ATTACHMENT T8 ON ALL FOUR SIDESAMNG WOOD MET MH CTI RES Q _ N TYMCAL ANCHORS TYPICAL ANCHORS �j M TYPICAL ANCHORS SEE ELEY.FOR SPACM SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION .SHEEP 9 FOR OE nON r Z Z I I I s 1 3/9• V�C �vV.° .v•' OL".. � a•o�i(INSTALIAIION BY OTHERS n •° •• BUCK•INBfAUAT10N BY OTHERS ATTACHMENITO MIN. $$ IN_STALATION TYPE ' ' WOOD BUCK TYPE • i i i]N6�All ei!OY TYPE'4' mwo allCK TYPE • ' teAtE(3ttI PRESMIRE MUTED • • • • • • a '1 • • .0: • • ••• • L:PRESSURE 7REATEO 8 TYPICAL INS 1 ATION DETAii • • • • • • • • • •• • • •• • �CYP�T`AD 4;M=ON DETAIL ON ALL FOUR SIDES/USING WOOh $ Enr DR' PRODUCT REVISED • 000 • ••• • • � •• • • • • • • • •• • • S g WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • •• • • • • • • Dy • • • • ••• • Mime p oduet droning n( •• LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER W99-10 THEM TO THE BUILDING STRUCTURE. 02014 6:0 •• • • • • • sheet g of 7JA • •• •• • • • •• •• ••• • • • ••• • • •,1 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES }T • OF HWALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS g_ REFER TO SHEERS 7$a FOR OEM REFER 70 SHEM 7$e FOR DETAU REFER TO SHEETS 7 k a FOR ODMS REFER 70 b7 a, 7$8 FOR OETMS REFER To SHEET 7$a FOR DLTA9S tm4fwtr DJM8 (+) eR4DDtf DIt48 EXr.(+) WINDOW tM,(+) VR4D014 Dfid& t+) 1fINDOW aIM6. EXL(+) S 1YIDTH tIEt0lif WT.(-) WI07N 1fELG1tf WT.(-) W. ta9tilrt W.A W(OTtI HER#tt WT.(-> WIDTH HEIGHT WWDON LENGTH 24' 198.0 24• Ifto 24• Ina 24• 195.0 ig-t /8• 195A 30• 195.0 30' 195.0 30' 188.0 JO• 174.9 a 26-t/2' 28• 195.0 = 38' 185.0 38' 195.0 36' 179.3 3r 780.8 3r 193.0 //�•. ¢6 42' 19&0 42" 198.0 42' 182.7 42• 133.5 83»i/8• 1!15.0 48' 183.8 48' 1815 48' 151.3 q11• 108' 121.0 19-1/8• 198.0 54' 195.0 54• 191.2 84• 143.4 84• 111.5 20-1/2' 3 „ 195.0 a sr 195.0 sr 772.1 5r 1405 5r 107.7 sr 193.0 NOTE: 1• �• 69• 184.4 w 1ss.4 5.D' 139.3W* 104.2 53-1/81 195.0 WIDTH AND LENGTH 051EMONS CAN 9E ORIENTED 83" 172.1 63' Be 14.04 83' M• 138.8 24• 188.2 VERDCALLY OR HORIZONTALLY AS SHOWN ASE. a 19-1/8• 198,0 WTWOIATION SMIEN SEES ALLWYEO, 1. 88' 189.3 69' 132.4 8r 128.0 30' 1549 28-1/2' 195.0 Op 69' 1895 �" 183.7 69^ 134.7 3r 132.9 50-5/8' Sr 195.0 . 72' 1793 72' 143.4 72' 134.4 42" ip• 1173 83-.1/8" 195.0 tt�� 75' 1695 75• 134.4 7S" 124.1 48• 1059 19-1/8• 198A f3 d 78" 1813 78• 1265 78' 118.2 S4• 97.1 28-1/2' 195.0 e4i F 61 753.7 81' 1195 81' 107.0 24• IOU 37- or 169.3 841 148.7 84• 1132 84' 1009 30" 158.9 83-1/8^ 144.0 87• 1683 87' 129.1 87, 113.9 36' 132. 1359 18-1/r 188.0 v 24' 195.0 24• 195.0 24• IWO 42' 119.8 3O' 195.0 30' 188,0 30• 184.4 48• 107.6 .�„7�• 74-1/4' 198.0 3r 1889 31r 195.0 36' 104.4 36' 161.3 24" 195.0 53-1 IJ7.8 42" 196.0 42' 170.2 42• 145.8 30' 182.1 48" 184.4 49' 1813 48' 134.4 38. 144' 138.3 84' 195A 84' M4 84" 128A 42' 121.4 sr 184.0 sr 1553 57, 1235 24• 181.5eq 80' 1702 60' 1849 80' 121.0 30• 106' 148.3 t t NM- or 42' 188.0 83' 140.8 or 7• 119.0 3r 1283 pp 68• WA 69• 128.1 8r 117.3 I g Z C-i t 89' 172.9 69' 148.9 69• 118.1 72' ISLIF 72' 138.3 M' 1152 _ 78• 183.7 7S^ 129.1 75^ 114.7 TYPICAL ANCHORS• SEE a".FOR SPAgt4(i 78• 145.6 7r 121.0 7e 114.6 1/4"DIA. KWIK-CDN S 9Y 'HRT'(Fuw763 ICSb 187 1ij (3 C Bt" 138.0 at' 1139 at' 108.4 1 4" DIA. nTRACON BY 'FICO' -� 84" 131.7 914' 107.6 24" 193.0 / (FU-177 1154 Fya155 KSI) 87• 15U 67• 1223 30^ IOU INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 24" 195.0 24• 195.0 36' 146.7 1-1/2" MIN. PENETRATION INTO WOOD 30• 195.0 30• IOU 4r 131.7 THRU 1 BY BUCKS INTO CONC. OR MASONRY 36• t9J8 38• 161.3 48• 121.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 'S 5.2• 184.4 4r 147.0 Ile 113.2 4a• 1615 48• 138,3 s7` 110.2 DIRECTLY INTO CONC. OR FILLED BLOCK 55.' 181.5 s5.• t32.4 69" to7A 1-3/4" MIN. EMBED INTO CONC. OR FiLLED BLOCKS $ 57' 176.0 $7" 130.4 or 84* 70.5.4 ,114 SMS,OR SELF D IND SCRM (GRADE 2 CRS) 60' 1813 80' 129.1 6r 1 gm es• m" 1469 83' 69 1283 �. •• • • fOgA• •• hI1NMl OltOE COUNTY APPROVED MULLIONS (MIN. THK. 1/81 o m 88' 138.3 88' 128.0 72` 1 •INJ) ICETAI. STRUCTURES m a S • •ST#&*: 12 MIN. (Fy o 36 KSI MIN.) 69' 181.3 69' 128.0 78" • 9ye• • 72• 151.3 7r 124.0 24' 4 • • • 195.9• • MIlyllhl•y THK. MIN. (6063--T5 MIN.) 75• 142.4 75• 125,7 30• 1721 ( iN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 78' 1J4.4 11 U4rq 148.9 TYPICAL E7112C' DISTA `g F AIOLA jA�wtq%=No TitE -s- at^ 127.4 110.0 ••• 132 ••INTO CONCRETE•ANO MASONRY = 2-1/2" MIN. 5WodcI i 3,CML - ngn3ththoFlodda s5.• iz1A 914• 7035 96► 124.0• •INTO W�OOAD' RE = 1" MIN. l4 O ar 1353 5.r IY73 i1 • Kp 1140J.�RE = 3/4" MiN.N9IE1 •• fd.7• • • • • DyWTERPORATION SEnVM SIZES ALLWffD. • 105. • MOOD AT•NEAD.OU OR JAMBS SO= 0.55 MIN. A47and Pmdooi 1, dravAng no. t029CONCRETE AT HEAD.SIU.OR JAMBS ro 4 3000 PSI MR ' W99-10 700.5 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. sheat g of 1 ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF PERFORMANCE YALU=OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE gALUli8 OF T ALUM BUCK INSTALLATION ANCHORS I ALUM BUCK INSMLLATION ANCHORS ALUM BUCK HtSTALLATION ANCHORS ALUM BUCK BVS'fALLATION ANCHORS ALUM BUCK MWAUATION ANCHORS ANCHOBB mcom-1 ANCHORS ANCHORS ANCHORS ANCHORS ANCHoas ANCROas ANCHORS ANCH0R8 BMDOH MM AT W. O.C.AR 10"OA. 1rMDOR DMB. AT 1Y O.C.AT 30"O.C. MM DINS. AT lY O.C. AT l0'O.C. bll1DOH b�. AT 17'0.C.AT 10.O.C. HINDo9 Mo. AT 17.O.C.AT-10C.C.1 Exr.(+) In(+) Exr.(+) EXT.(+) ext.(+) Exr.(+ Exr.(+) Exr.(+ W. .+) oeL(+) Z wm HIICHT 94T.(-) W.(-) tom HEMW W.(-) tNT.(-) vnm HE= W.(-) W.(^3 1gm "Dow INT.(-) IM("� "M HEIOIR W.(-) INT. 24' 185.0 188.0 24' 169.1 198.0 24' 14&0 MO 24' 126.9 1S&O 19-1/8• 118.&4 195.0 p 1! n 30° 195.0 195.0 30' 14&7 18&0 30` 124.8 174.5 30• 10&2 17&4 26-1/r 19&0 FFF 36' 198.0 18&0 38• 131.8 195.0 38• 100.8 is" 38• 91.1 151.8 37" 28" 19&0 p 315E 42' 148.0 19&0 42• 123.0 184.5 42• 99.8 139.3 4r 81.2 1353 53-1/8• 185.0 YY 49' 187.8 19&0 48' 11&4 177.9 49" 82.8 1285 40' or 74.0 1233 19-t/8' 185.0 195.0 �i t4 84' 131.8 798.0 54" 1189 178.4 aa• 87.7 122.8 S4' 68.8 114.4 2e-1/r3�• 1821 198.8 87 121.4 18 8 ' 2.2 S7' 108.2 1879 aY Sao 120.3 8Y 98.8 110.8 37* Ins 188.0 M 60' 112.8 168.1 80' 957 143.5 80• 84.8 118.4 80• 84.6 107.6 83-t/8• MOA 198.0 83" 30" 108.2 184.2 63• �� 87.7 153.8 8Y M" 835 1189 83' B29 1049 19-1/8• 195.0 198.0 88' t23.3 1M.7 B8' 101.2 141.7 88• au 11&9 89' 815 102$ 28-1/2' �8/0" 1721 198.0 10 00` 118.1 1825 00• 94.0 131.6 00• 824 115.3 2e 1205 111" 37 143.4 1783 � M• 100.8 1535 M' 87.7 122.8 7r 82.2 11&1 30` 108.8 NSA 53-1/S" 121.1 198.3 I, 78' 103.8 188.2 78' 822 131.8 78` 78.9 118.1 30" 821 144.7 19-1/61 166.8 198.0 s_J[ 78' 11 187.8 78' 77.4 1835 78' 705 112.8 42• 81.7 128.3 26-1/2" 129.3 195.0 I 8t' 1122.8 1803 81• 87.7 116.9 81" 789 105.2 49" 100" 74.0 116.3 37' 63' 103.8 181.2 _ 84" 107.8 181.8 84' 83.1 124.6 84' 740 111.0 S4' 88.2 107.2 83-1/8• SM 184.1 SY 103.0 184.4 eY 789 116.8 8Y 88.6 ,045 5Y 88.8 103.5 10-1/a• 1723 185.0 24' 177.8 195.0 24• t48A 186.0 24' 134.8 188.0 110' 83.8 IQ0.2 28-1/2. 1319 185.0 30' 157.9 195.0 30' 128.3 189.4 30• 112.8 180.4 24' 131.6 195.0 3Y 74-1/4' 1033 1893 38' 148.0 195.0 39' 7189 100.1 38" 98.7 187.9 30• 1083 162.4 83-1/8' 84.1 134.8 IC 4r 14&0 1933 42• 104.1 188.1 42" 88.0 1424 38' 929 139.3 Q 48' 143.0 1879 48• 98.7 MILL 48" ass 131.8 4Y t20" 82.0 123.0 g[Y 54' 1234 1845 54' S&7 1435 84• 77.4 123.8 48• 74A 111.0 BY 1128 189.1 5Y 95A 1424 57, 785 12MO S4' 879 101.8 I 60' 104.1 186.1 or 94.7 142.1 sr 74A it&4 24' 733.2 192.4 u 83" 42" 9&7 169.1 or 00 8&t 1421 83' 727 118.4 30• 100.3 1879 X14 SMS 0 68' 1125 187.9 66" 94.7 13&1 68• .715 1149 38• I3r 935 1380 AT 8'FROM ENDS Z Z 7r 10&7 148.0 00• 81.1 127.8 88' 710 1139 4r 82.3 1189 /Y O.C. JMAB O 7r 98.6 -TN-.3MAT HEAD I' 849 it&4 M' 705 1189 48• 74.0 1089 p� O 78' 84.0 1803 78• 769 126.3 78• 702 112.0 24" 121.1 195.0 0$f 78" 00.0 142.4 78" 740 116.4 78' "A 112.1 30• 88.7 18&2 81' lots 13U 81' 839 111.4 at' 70.1 104.1 38' 144• 849 141.0 ea' 9&7 145o 84' 7&8 ii&4 24• MO to" 4Y 74.3 7239 BY 92.3 13&4 SY 74.8 1122 30' 1235 185.3 24• 7233 198.0 pow 24• 1882 195.0 24• 184.4 100.0 3S" 1079 161.5 30' Ise 1ODS 1812 36' tM$ 198.0 30' 1393 198.0 42• 9&7 148.0 38• HISS 137.3 36" 1879 I:N 36• 7233 1727 48• a6.8 t33.2 #14 SW `o R 42' 145.0 1879 4r 112A 157.9 54• $&1 124.6 1-1/2'MIN.WCOD EMBED 48' 148.0 18&0 48' io&7 148.0 5Y a" 1213 AT a•FROM ENDS AND U 54• 17&4 /77.8 84' 101.2 141.7 00• 78.9 it&4 17.O.C.MAX. ffi AT FIEAO/Sal/JAMB 1`MIN. 37' 107.8 1815 BY 99.7 1�.8 63• 84" 773 118.0 80' 88.7 148.0 80' 84.7 138.1 �6' 780 1,4 63• '�" 91.1 159.4 &T• 86 85.9 137 • • • • [{JS"f'AL�ATIQN TYPE '5' c We • • ]I9. •,7..3 5' a 66• 105.7 148.0 00• 979 137.0 •M•'• •• fl.0 1 28T WOOD BUCK OR WOOD STRUCTtlitES 00" 98.7 13&7 00• 178.7 12&8 7S'* • • c>n x .noA• TYPICAL INST'A 7Y 925 1295 M' 825 115A• .•. •• • . • • ( RUCK SYSTEM 7a" 87.1 1393 78" 769 123.0 .848 SID 78" 82.8 131.0 78• 719 1149 •� DVR JWAD AH " Room,RLMSHID •}�„ st• 835 1249 81• 60.7 107.8 jV Fu.PES 78592 �rbins wb 810 PtortQe ' 84' 88.8 133.2 84• 78,p 4 :• ••• ••. •.• 1.428 CAIL Aac¢ Code �o � 87' 84.6 1289 87• 719 «07.5 • • • • • D40 • • • • • • •• 04TEFUIMATION SEMEEN S12E3 ALLOWD. AI,UAIINUAA I ITIG�K ARAMI DETAIL 0041 • .tom 903 A Q 201 Mt o Co0trolr drowtOg m. REFER TO MMEM 4 THRU 6 FOR W MOoW CAPA4ITI68 ALUMINUM SUCK OPTK)NAL COVER wss� 0 USE LOWER APPUQAKE VALUM 8083-T8 6063-TS sheet Q of • • • • • • • • • • 000 0 0 goo • •• •• • • • •• •• a s ' PERFORMANCB VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES � f ALUM BUCK ALUM BUCK ALUM BUCK ALUM BUCK ALUM BUCK `L- WSfALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS ANCISORa APnOa6 (11 ANCRQRB ANCOORS ANCH0178 Atacnoa9 ANCHORS ANCHM WDaDOW Dildo. AT 17.0.0.AT t0'O.C. W O W DIUM AT 17'O.C.AT 10"O.C. WINDOW D1MB. AT 17'O.C. AT 10'O.C. WD"DIMS. AT it •AT 10'O iIT mm DIMS. AT 1A "04 ANCHM AT 1 04 exr.(+) ext(+) Exr (+) W.(+) exL{+) oa t+) txL(+) exr.t+) on.(+) oa.(+l O vt10TH tlex0ir WT.(-) Wal:{-) WIDTH SIQWIr INT.(+ W.(-) WW1TH ifEIp1I IM.(-) air.(-) MlroTH FEK9iT WT.(-) Nf.<-) WwTM HEIM 9ai.(-1 EXr 24• 158.0 190.0 24• 121.1 181.7 24• 108.0 148.4 24• 90.9 151.4 18-1/8' h 4.2 195. Y 30' 148.4 193.0 30' 104.4 IS8.6 30' 09.3 125. 30' 70.4 t25.6 20-1/2" 28• 3.9 IRS.038" 146.3 188.4 38' 94.2 141.3 JB• 78.8 109.9 38" 65.2 108.7 3Y 89 186.04r 1080 ISIS 4x' 89.1 1322 4r 71.3 999 42' 887 989 83-1/6' 7. 175.8 48• 113.1 141.3 48• 84A 127.2 48• �• 68.3 02.8 49' 98• 5" 88.3 19-1/8' 186.2 195.0 0 84' 94.2 141.3 84" 839 120.8 S4' 8a9 87.9 84' 49.2 819 26-1/2• 111.41 iBA4 (� 3Y 87.0 130 6 SY 73 4 1111 5Y 819 88.2 5Y 47.8 79.3 3Y 38-3/6' 1881 88.8 1029 80• 609 849 80' 48A 77.1 sJff 149.s n 83• 78.4 131.8 63' �• 829 10&9 63" 72" 59.8 639 a3• 45.1 70.1 19-1/8" 1559 t94.4 W 68• 88.3 123.7 88• 7x9 1019 ee• 58.3 83O 66" 44.1 73.4 28-t/2' ��, 7x13 184.1 . 80• 11&1 118.4 s9• 873 942 88` 59. 82.6 24• 92.8 1489 JY 102.7 12&4 72• 789 1099 72• 829 87.9 72' 58.9 Bx.4 30• 789 120.4 53-1/8• 88.7 119.1 7S' 74.4 N9. 75• 58.9 942 78• 54.4 82.4 738• 88.0 103.8 18-1/8' 7189 188.0 eee1118 8• 70.T 1111 78' 55.4 88.7 78• 80.5 80.8 42' a" 919 26-1/2" 92.8 182.1 8t• aoA 107.7 et' s29 839 108" 83' 81' 88.8 78.4 417" 53.0 83.3 3Y 74.2 1299 Be 77.1 1159 84" 599 89.3 8a' 83A 70. 84' 48.9 789 83-1/8' 83.1 110.4 v 87• 73.7 110.8 8Y 889 a" 87' 499 749 5Y472 74.1 19-1/8' 123.4 198. 24' 1273 189.8 24' 108.0 138.0 24" 98.4 1842 50" 45.7 1 719 26-1/2` 94.4 151.1 W 113.1 1509 30• 90.5 135.7 30' Thi/4' 80A 1292 24• 943 141.3 3Y 1 74.0 118.4 38• 108. 141.3 36• 80.8 121.1 38" 70.7 12.0 30' 779 11&3 53-1/8• 80.3 98.4 q Oo 42' 103.813&4 42' 111 74.5 9 4Y 83A 102.0 38' 889 99.8 ty q 48' lo39 134.6 48• 70.7 100.0 48' 88.9 942 42• 120" 58.7 88.1 �' u 84• 88.1 1323 S4' B8. 102.6 84' 55.4 80.7 48• S" 79.5 x.0 CV S57* me 121.1 57' 88.0 105Y $4.1 889 54• 48 8 na t�7 �• 749 1119 80• 879 1019 p• 83.0 84A Ite 95.4 1379 M j gy. 42' 88.2 121.1 83' �° 81.7 1019 83• 78° 52.1 83.4 30• 78A 1131 p 3t: °311 88" 809 1511 66' 879 98.9 88' Sf.4 822 38' 132" 889 98.7 114 SMS Zz IR 89• 737 108.0 89• 652 91.3 IM• 509 81.4 4r sa9 85.1 AT 9"FROM ENS I 72" 71.3 999 7r ODA 649 7r so980.9 48• 83.0 769 17•as MAX. 78' 87.3 107.7 75' 5&5 909 75• 50.3 SM4 24• 88.7 t".3 q$� AT HEAD/SU tJAMS V g { 78` 839 102.0 78• 53.0 812 78• $0.2 80,3 30' 7t.0 118.3 81' 72.7 88.9 81' 59.9 799 at" 802 74.5 38• 644" 609 101.0 or 69.2 1039 04• 589 849 24• 108.0 159.0 4r 533 S8.6 BY 88.1 99.1 87" 53.8 80.3 J0• au 1317 24• &.4 24" 147.3 178.7 24• 117A 1849 39• 77.1 115.6 30• 188•36` 123.3 154.2 30' 99A 139.7 4r 892703.8 38• 88.3 a L p JB' 113.1 1413 38' 88.3 123.7 48" 838 95.4 a ..a' '' p •• pg g� 42" 1039 134.8 42• 80.8 113.1 54• 8&S 99.3 •E.V. .. 4'i� °e. � � $s t•'$t •a'1/r auM1• ' d °•1*4 DIA."X-CON 45' 108.0 ixdA 48' 75.7 108. 57• 3T9 88.9 'a• A !° /ULTRIICON DIST. •• 1-1/4"MIN.CONG.EMBED $ s4' 94A ta72 84• 729 1019 eo' 885 849 1-3/4'MIN.FILLM SACK EMBED SY 77.7 115.6 57' 71.4 to" 83' Be 55.4 811 AT 8"FROM ENDS ANO 80• 70.7 106.0 80• 679 o8.9• •tib"• • • 4 8 8 SY O.C.MAX.(to"O.C.ALT.) 86' • • • I STA.LAMON TYPE W AT HEAD/SILL/JAMB o y a3" 882 114.2 83' 879 89 t •• E&S• •am � 8 88' 78.7 IOU 88• 70.1 98.1 0 7" 0 • • 0 0 � ° 69• 70.7 98.9 88• 842 •• • • -TYPICAL. INSTALLATION DET B "_- 7r 400 88.3 9a9 • M' 59.3 83A 75• 62.4 90.8 75" 85.1 99.1 78• 58.9 - 94.2 78" 51.4 82.2 CIVIL PRO17UC7.REVISM 81• 889 89.3 81" 57.8 FL0.41C 70.582 Bio yiinoasttathOroFler(de g C 84• 818 95.4 84' 84.4 1 • • • • • • • • A 60.6 909 or 51.4 7061 i • 0 e •• 0 ••0 0 i I= M 8 xm* ••• • • • ••,•A. I&INUM VSJ FRAMTNC DETAIL014 Dade 1Contr ";- or MIERPOUTIDN BEnvEaa 12E9 ALLOWED. � REFER TO SHEETS 4 iHRU 8 FOR MOM CAPACRIES USE LAMER APPtICA9LE VALUED. • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � r MIAMI•DADE MIAi11I--DADS COUNTY,FLORIDA ME1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADAHNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NM ,ymv.mismidade.wdeconomv CGI Windows&Doors 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Co i Hurri ESCRIPTION: Series 11375"Aluminum Horizontal Sliding Window-L. APPRO . rawmg , tit ed " ertes- 5 Alum. Horiz. Rolling Wdtiv. (L.M.I.)", sheets 01 through 16 of 16, dated 02127/09 with revision"C" dated 05/28/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami- e�30LE ctControl8 0.00 0.00•• IMPACT RATING:Large and Small Missile Impact Resistan •' .• :•: •. LIMITATIONS: Glass cites wider than 36—inch shall have two setting locks ead:stlti Lift devises per •••• FBC requirements. 69609 •• • LABELING: Each unit shall bear a permanent label with the manufacturer's natty•or logo,�' , state,o 0*0 • series, and following statement: 'Miami—Dade County Product Control Approved;unless othe Yl:emoted.••••• herein. • 0090•• . • REVISION of this NOA shall be considered after a renewal application has beet;f led and th1rV been•••• • no change in the applicable building code negatively affecting the performance of this gt euct. • :0060: TERMINATION of this NOA will occur after the expiration date or if there has been a revision pr$ange• • 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. Failurb' to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the.manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.12-0214.08 and consists of this page 1 and evidence pages E--1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.14-0224.11 1NIAMt DADti caurmr -� ExpI tion Date: June 10,2019 Ap rovol Date: June 0S,2014 c , 1,i Pag e e CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-0402.20) 2. Drawing No. W09-13, titled "Series 375 Alum. Horiz. Rolling Wdw.'{L.M.I.)", sheets 01 through 16 of 16,dated 02/27/09 with revision"C"dated 05/28/14,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 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,Type"A—A"horizontal sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94, per ASTM F 588-04, AAMA 1302.5-04 and CAWM 301--04 along .with marked-up drawings and installation diagram of aluminum horizontal sliding windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-090708,dated 12/18/08,signed and sealed by Vinu J.Abraham,P.E. (Subtnitted under previous NOA No. 09-0402.20) C. CALCULATIONS •••• •••••• 1. Anchor verification calculations and structural analysis, copBj.V6g W4.V4C 51;, Edition (2014), prepared by Al Farooq Corporation, dated.03/.Z`7/14, signed and sealed by Javad Alimad,P.E. 2. Glazing complies with ASTM E1300-09 .... . .. ..... ...... .... ..... D: QUALITY ASSURANCE •• •• •••• •••••• 1. Miami Dade Department of Regulatory and Economic Resources MR). • ••• • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours XC;.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. Jaime D.Gascon,P.E. Prod ct Control Section Supervisor NOA No.14-0224.11 zpiration Date: June 10,2019 Approval Date: June 05,2014 E-1 . . .e t CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest,conformance to and complying with FBC Sth Edition (2014), issued by Al Farooq Corporation, dated.05/29/14, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance, complying with FBC 2010, issued by Al-Farooq Corporation,dated 02/07/14,signed and sealed by Javad Ahmad,P.E. 3. Laboratory compliance letters for Test Report No. 1117,4080-0907-08, issued by Hurricane Test Laboratory, LLC, dated 12/18/08, signed and sealed by Vinu I Abraham,P.E. (Submitted under previous NOA No.09-0402.20) G. . OTHERS 1. Notice of Acceptance No. 12-0214.08, issued to CGI Windows & Doors for their "Series 375 Aluminum Horizontal Sliding Window -- L.MJ.", approved on 05/03/12 and expiring on 06/10/14. 0000 goo 0000 .0.99. .. . ... 0 . 0 0000.. ... . 9.9.9. 009.0. 0 ..99.9 9.00 00 00 0000 . .. 0000.. 09.0 09000 . . .. .. 0000 0000.. 0000.. 0 00 . . . . 0000.. .0000. 9 . .....9 .. . 0 ... 9 . .. . f Jai2e7. . Produ Controlvisor N2411Ex Iration D20A rovaI D 14 E-2 GLASS TYPES ttt' t/e•ANN.Goss 1/e•HEAT sTREN'o sass roi�1�V ora•-tartoysr ma•-tart 37 t 2• -Ow CP WRh PET Gore .075* nt With PET Core INTERlAYt7l5 4w 01 C0' YERS J 4 sat- ch-dow Go.' IGLS flYF.q t d¢. 3a t/2'o.L.O. 32 t Y.O.LO.I Z i DuPont SuPonlae L DuPont semryGloe BY'£.t.DuPont Oe Nemours&Co.,irro.' By'EL DuPont Do Nemoure&Co..-o.' 4 8 4 1/a°ANN.GLASS 1/8•HEAT STREN'D GLASS ii I' I ii 1i 11 ii t' itsmcm SILICONE GE-IM GE-Im IT-- 3 995 DavDDV' 004 899 11 1TOV 899 II C n m 11 11 II I II [� II . _= '{Jt-= Cyt:-= I ===tart -= d °a sp it It �� 5/18" NOMIN 5/18" NOMINAL GLASS '1GLASS TYPE '2' II n II II II II II ffi n n I u ° I u IT 3/78'ANN.GLASS /181 ANN.GLASS II �� It .Ora• SPACE(SEE NOTE BELOW) .j 1' II .j By PET Care Saflex CP Eastrtmn Chemical Co.' 1/8'ANN.GLASS 07a•1nlod r 1 u PERS SaRex CP TBth PET Core uP1"-tart MTERLAYERS By'Eastman Chemtcl Co.' DuPont se {As0'-ter-yar By'EL Oe Nemours&Co.Inc. MeED I Santrygas 5 7 By'EI.DuPont De Nomoum&Co..Inc.' ALUM REIT&'. ALLSEE HUNTTACE INS COt m /18'ANN.GLASS t/8•ANN.(BASS S OPrH1NAL FUR CAPACITY $I a sA[caNE 6 I SILICONE TYPICAL TEST ELEVATION N' GE-12m INSTRUCTIONS FOR USING CAPACITY CHARTS: � i DOW - 1XIV 8Zwv 899 ,$7'EP 7 DETERMNE THE REOtnRED OESGN PRESSURES FOR Ln Z z A GIVEN WINDOW OPENING. h Yt STEP DETERMINE THE CAPACITY OF THE WINDOW r�S ' S1'LE/CCGNFIt;iIRATION/GIA54 TYPE FROM CHARTS ON U$O 7/18" NOMINAL 18 9tE�T3 S AND 7. GLASS TYPE '3' FOR 00AUATION ANCHOR TYPES SEE SHEETS 8&S. 0 13/18" INSULATED STEP 3 IF ALUMINUM BUCKS ARE USED.W WY THE SM GLASS TYPE '4' MSDt1A1-1 CAPACITY FROM SHEETS 14&15. 3/18"ANN.GLASS $ P 4 FOR UNC UPPED MULLED WINDOWS M70 ME g AIR SPACE(SEE NOTE 88-M MULLION CAPACITY FOR 1X4 TUBE FROM CHARTS a ON SHEET 12. P UCTtttINBWBD 1/8`HEAT srR£roro GLASS SEP g FOR MULLION ANCHOR CAPACITY SEE CHART comP1Y-a,°LtbllroFlodda g A ors"Intert�r ON SHEET 13. alta o SoOex CP With PET Core By'Eastrnan Chemioot Co.' THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION INTERLAYERs AND MUST EQUAL.OR EXCEED THE REouiREo oEsroN DuPontAmor-yor PRESSURES oerAna£o FTaza STEP t. t uPoSantryGioe t0alirot By'£J.DuPom De Manana&Co.,tw-'fl . w t/e'FIEAT srR£N'o CUSS ••• 60: • • • ••• THEM NDOWS ARE RATED LARGE MISSILE IMP1�T. s 1 • • •iHL9PItiDlX4T HAS SEEN OLSIGNET)AND TESTEro TO COMPLY WITH THE a • •• • SECrI�NiBeBi THSPFLORIOA BUILDING CODE INCLUDIM MH YaCCIFY <m v ,CESR iC • • • f1URRICAIIE lOtNL•(HVHZ)1 C— 1 my •• 000 •W�BUCKS BY OTHERS. MUST LE ANCHORED PROPERLY TO TRANSFER 1 17DV S"899 LOADS TO THE STRUCTURE. CNIL Fipr:..LOVAlt' - R ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS.ANCHORS FTA PEE raft g I I • ••• •VA961yt`NT TO BW MATEO&SHALL BE BEYOND WALL DRESSING OR STUCCO. OML]538 $ 78 III• • • • .'• 4� �NOT SHOWN IN THESE DETAILS ARE i 13/18" INSULATED •• • • • �7. GLASS TYPE '5' AM SPACE CONSISTING OF: ••, :• ••�LOAD RKIRATION•i �IIS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A9 � \ drowinq no. ACEI AROUND MATERIALS INCLUDING BUT Nor L.IMRED TG STEEL/METAL SCREWS THAT C/ r i W09—13 METAL COME INTO CONTACT WITH OTNiMt DISS04LAR MATERIALS SHALL MEET THE THE PERIMETER OF THE CLASS. REQUIREMENTS OF THE FLORIDA SLOG.CODE sheet 1 of 18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VENT WIDTH VENT WIDTH GENERAL WINDOW SECTIONS GLAZING AT j 2 Iia• Dia 2 va• FLANGE FReMF 2 v2• DLA 21/2- GLASS TYPES S - 4 & S Z 3 OpUotlal AlurrArm aptiolml Aluminum^.^ F -- _ See Spee s 5&7_ __ __ -_--- Sae fSheets 5&7 For CopacHy For Copactty 8 IFF r EXT Y(DERIORR .r O EXTERIOR O O O O 4 WINDOW VIDTH i WMM WIDTH p 0 s s 0 s 8 W s M w f /1 in w ® O O O " i zz�3S �$1 O � o I I I I I s �kOptional li b I 18 PSF s 1I ° s �� Waterbor 00 • • i • • • • I sg� • • • • • • • • 0 00 Standard aw A 12 PSF SillRA PE 70M p� i • i i PLA Typ�PS• i GCA TYPE . oecmn2AylugwiUltl•Worfda S g •• • • • • •1 &sL •• • di. 4. & 5 s'dtm'9 . . . • . • . . . flan NtoQ�( a1'd �owitlg rro. ... . . ... . •fid nese Prtd M Com - W09-13 sheat 2 of18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VrNT WIDTH GENERAL WINDOW SECTIONS VENT WIDTH GLAZING AT& _--- ��v 2 1/4' D= 2 V4' EQUAL L AMF 2 L2' D.A. 2 1/2' GLASS TYPES O � nlo umhwm optional AWmMum --- - forckV See Sheets D&7 ---- --_ - See Sheets 8 8t 7 tai For Copaefty 1y for Capacity rr ip7 1 --� o , 111ggg EXTERIOR EXTERIOR O O O O WINDOW WIDTH wumw WIDTH p s s U e vu W 8 F 9 `^NM2 1 ,r tM'77 W o ® Wsa�� 3 ,i Optional Ji oill �i s ° e i 18 PSF 'I Waterbar l o all, • • • • • �< Standard • •i ••i i i i•i •• ma •• • • • • • • • • 4 12 PSF Sill •• ••• •• • • • •• Nr.aAAD wnD A nX°E I 70M CT g , • ••• • ••• • rfAS5 TYPES GLASS TYPE S�Ro tED ftflorlda k • • • i i •• i • • •1 & 2 3, 4,. & S Dad Cod* 8 ••• i • • • • • •• • • ��` • •• • • • • • • • ttoa D*t* -1 � drawing ..• • • •" W09-133 rom a sheet 3 of 16 0:0 • • • ••• • • • • • • • • i•••i �- m3t rear 1 QRUAWI Y ABBCOHMON MATERIAL xw./BurrTJER ROLA= 3.684 i CI-8140 2 TIE DOWN BLOCK zm CUslom CAme " x i 2 COI-884 2 ROLLER TRACK InsE IT PIC CQ EXTRUSION CentSaue at frame�t iltill 3 COI-8W AS REQO. QUAD ROLLER NYLON CUSTOM CASTING 4 COI-883 3 WATERBAR CLIP NYLON CUSTO&I CASTING w/(1)11O x 3/4'FM SMS Q 5 CSI-812P t/WRLK I4IERI=SNUBBER PIC CQ EXTRUSION CofAIwA of UtedosR �. 8 CC-sat VENT EINT CLIP NYLON CUB=CASTING Attached w/vent assembly scene q 7 CC-888 2 OPERABLE VENT BOTTOM CUP NYLON custom CS8w Attached w/vent*seem*saws CGI-650 00I-656 8 CM-382V AS REOD. VMYL BULB PVC CC EXTRUSION GY FLAN H EQUAL LEG FRAME HEAD 9 WMOING AS REMIX WOM PILE WITH CENTER SOFT FIN(WAY) PILE ULTRAFAB/SCHLEOEL ^�D 8063-76 to - 1 E LOW ANO PUL. zm CAESIUM CASTING w/(2)18 x 8/8'FH US 7{ a IT CII-882 1 SELF CLOSING LOCK zm- CS M CASTING w 2 V vnC 12 3 OR 4 WEEP HOLE COVER NYLON PEP /() x 5/8'FH SMS p 13 - 3/CORNER FRAME ASSEMBLY SCREWS S/S VARIES 110 x 1 1/4'PH SMS n M� 14 - 2/CORNER VENT ASSEMBLY sCIWs s/s VARIES 110 x 1 t/4'PH sus �0 15 GE--2000 AS F"A LOP MOIXI.US SEALANT SILICONE GENUM ELECI� AT FRAME JOINTS 18 CC-888 AS REtXi. A HOLE COVER(w/ORMN PROMON) NYLON JOB=CABM L04 :i at ewh Sm b mm crew Z VS 17 - AS READ. WHOM SCREWS AT 25'O.C.MAX. 3/3 VARIES 8 X Ile PH sMs W e$1 18 2/WE SE"INO BLOCK EPt81 VARIES CUROWER 85t5 SHORE A 8684 —+ 8083-T6 EQUAL LEG FRAME SILL N 6063-TS C3 L831 p M 8716- �371� CGI-654 —� E Z Z CGI-10 CGI-658 REINFORCEMENT SCREEN ADAPTOR .554 1 O E FRAME JAMB EQUAL LEG FRAME JAMB -T6 6063-T6 6063-T8 U o g �.957fflor -� G O7gJ4 � 7/18"GLAZING BEAD l� L L 8083-76 OR CGI-W3 �M I I L ^' �3TERBTASR g L^ 6 LL f I�—1 PRODUCE CGI-625 CGI--626 CVM-627 CGI-628 rnmtd7i6wi SQUARE LOCK STILE SQUARE FIXED INTERLOCK SQUARE OPERABLE INTERLOCK SQUARE TOP/ M RAILaulldhis Cbda �, 6063-76 6063^T8 6063-T6 6063-76 0 �-1( a xo a tZ,C?�, •'a • • • • •• !a CGI-829 S i g • •• • • • bCC IG BM GLAZING 085 TsIF <m m F � RA PE 70Mg , i 66, •0 CGI-6W 5/18" GLAZING BEAD 6063-TS dramng no. Ccs-804 CGI- .. • • •QQ�608 ... CM-607 �IL:UI rlfrP OGEE LOCK STILE OGEE FIXEDOft OPERABLE INTERLOCK OGEE 7OP/80770M RAIL .. W09-13 8083-T6 6063-T6 6063-T6 8063-76 9hbet 4 of�g • • • • • • • •• •• • •• •• ••• ••• • • 1NTERL0050 IlMUT 220WORCING 1NT8 WITH X46 D.ammoCEB tnTltouT EnNFORCI to tNTSELOC88 U1Tlt Esa4FOLNuae �� VDWOIT EtMe. MASS TYPE GLANS TYPE CLAN TYPES CLASS TYPE CLANS TYPE CLANS TYPE 171NAOW DIMS. CLASSTYPE CLAW CLASS TYPES CLANS TYPE CUM TYPE CLASS TYPE WIDTH HEIGHT 1 4 2,9&6 2 8 5 WIOtH HEA6fl 1 4 8,3&8 2 6 6 I 2 PANEL 1 3 PANEL -4+)]211.- -4+)--(-)zxr w Port-)-.(+)I INT4-)W.(+)0ir- EXQ+)W.(-) 2 P--- 3 PANEL IXL(+)tNLt-)o0..(+)Da.(-)o0.{+)9n.(-)aa.(+)tNr4- w+)W.(-)Exr.(+)9tr(-) 36• 84" 12U 180.0 120.0 180.0 120.0 150.0 12U 160.0 120.0 ISOA 120.0 1600 26-1/2• 39-3/4• 110.0 180.0 12&0 180.0 1200 100.0 120.0 1600 120.0 180.0 120.0 130.0 O 42• or 12" 150A 120.0 180.0 120.0 160.0 120.0 160.0 120.0 150.0 120.0 150.0 3Y 85-1/r 120.0 180.0 120.0 180.0 120.0 180.0 120.0 IBM 120.0 160.0 12U )600 48' 71• 120.0 ISO.* 120.0 180.0 120.0 1600 1200 140.0 t200 150.0 120.0 150.0 63-t/8.78-11/1 �-3� 120.0 1%0 120.0 1=0 12&0 100.0 120.0 180.0 120A 160.0 120A 10&0 � 6 54' 81' 120A 150.0 120.0 15MO 120.0 16&0 12MO 180.0 120.0 150A 12DA 180.0 74• Ill* 120.0 131,8 120A 144.7 12&0 18&0 120.0 150.0 1200 160.0 120.0 IOU g o 80' 90" 38• 120.0 160.0 120.0 160.0 120.0 16&0 120.0 160.0 120A 15U 120.0 180.0 79-1/r 119-1/4" 120.0 120.2 120.0 134.1 1204 160.0 120.0 160.0 120.0 160.0 120.0 180.0 A FRL t7 86• 99• 12&0 130.0 120.0 160.0 120.0 1504 120.0 150A 120.0 160.0 120.0 IDOA 108-1/4.183-3/8' 6&7 6&7 DSA 880 100.0 100.0 1204 120.0 12&0 120.0 1204 120.0 1R+ 7r tour 120A 145.2 1200 160.0 t200 1500 1204 180.0 120.0 180.0 120.0 1500 26-1/2' 39-3/4• 12o.0 18041200 160.0 12MO 150A 120.0 1604 120.0 160.0 120.0 1804 76• 11Y III" 13&6 t2&0 145.7 12MO 180.0 123.0 180.0 120A 180.0 120.0 1SOA 3Y 86-1/2' 120.0 1304 120A 139.0 120.0 t60A 120.0 1804 1'20 18&0 i2DA 180.0 � 4 • 128' 116.3 118.3 1200 131.9 120.0 180.0 120.0 IWA 110.0 INA 12" 180.0 83-t/8• 11/1 107.2 107.2 107.2 107.2 12U 160.0 12U 130.0 12U 100.0 120.0 16&0 84' 12&0 180.0 120.0 180.0 1 120.0 150A 120.0 180.0 120A 18&0 74• 111• 86.0 SSA 88.0 BBA 111" 10&0 120.0 120.0 120A 120.0 120.0 120.0 �Q 4 or 1204 13&1 120.0 130.1 1204 180.0 120.0 180.0 120.0 180.0 79-1/r 119-1/4" 83.2 83.2 86.0 850 100.0 IOU 120.0 $20.0 120.0 120A 120.0 120.0 48' 7r 120.0 12&1 120.0 123.1 120.0 150.0 120A 1500 120.0 150.0 120.0 160.0 106-1/4'189-3/8• 880 OSA 736 73.6 100.0 IOU 1200 120.0 107.6 107.0 1200 1'2" 84• 81" (//q''g--��`+' 114.2 1142 114.2 114.2 12U 180.0 120.0 160.0 110.0 150A 120" 150.0 26-1/r 39-3/4• 120.0 142.4 1204 142.4 120.0 150.0 120.0 1800 120.0 180.0 120.0 18&0 AAAA` 50' 50• V 107.4 107.4 107.4 107.4 120.0 150.0 12U 180" 120.0 1804 120.0 180.0 37" 85-1/r 1074 107.0 107.0 107.0 120.0 160.0 120.0 1800 12MO 150.0 120.0 Is" Br 99' 102.3 102.3 1020. 1023 1211.0 180.0 120.0 150.0 120.0 19&0 120.0 130.0 83-1/8" -It/1 808 80.6 DSA BOA 12&0 12U 120.0 15M 120A 15U 1'204 180.0 7r /o8• 88.6 S&8 9&8 988 120.0 7.7 120.0 139.0 1'20.0 120.0 120.0 18&0 74' 111• � 84,8 84.6 840 84.8 98.9 989 120.0 12U 118.3 118.3 120.0 120.0 ® it 880 85.0 88.0 88.0 1 120.0 12U 12" 12" 120.0 12&0 70-1/r iso-Ile 82.1 82.1 02.1 82.1 0&1 93.1 120.0 120.0 11&4 110.4 12&0 12" Q B4• 128• 83.9 83.9 86.0 88.0 100.0 100.0 120.0 120.0 12&0 120,0 120.0 120.0 26-1/2• 39-3/P 120.0 122,8 120.0 122,8 12&0 150.0 120.0 HIDA 120.0 1�.0 120A IBM _ 84' 120.0 131.3 1200 131-3 20.0 130.0 120A 150.0 120.0 1304 120.0 160.0 3Y 55-1/Y 916 916 9/5. 816 120A IVA 110.0 180.0 120.0 180.0 120.0 42• or 11&4 11&4 11&4 it&4 120.0 150.0 120.0 120.0 120.0 18&0 12U 140.0 s3-1/8.79-11/18 5%2 6&2 882 88.2 IO00 100.0 12U 120.0 12" 120.0 120.0 120.0 48' 72• 1058 10" 1058 108.6 120-0 150A 12DA 180.0 12" 180.0 120-0 180.0 74• 111• 83.7 837 63.7 53.7 809 SU 107.6 107.5 103.9 103.9 107.5 107.5 � 64' at" 07J 97J 97.3 070 120.0 140.9 1204 18&0 129A INA 120.0 18&o 28-1/r 50-3/4' i1&7 11&7 11&7 it&7 120.0 150.0 1200 150" 120A 100.9 120.0 180.0 50• 90" 808 909 900 900 1202 138.4 120.0 180.0 12U IOU 1200 180.0 3Y 88-1/2' 8&1 8&1 88.1 8&1 120.0 11!12 120.0 180.0 120.0 18&0 120.0 189.0 88• e9• Dso 880 68.0 88.0 I= 1289 120.0 150.0 120.0 150.0 120.0 lane 83-1/8.79-11/1 7r 83.8 83.9 639 83.9 209 50.8 120.0 120,0 120.0 120.0 120.0 120.0 7r 108• 82.1 Ott 821 82.1 to" 100.0 120A 12" 120.0 120.0 120.0 120.0 74 ill' SOA 50" 300 BOA 78.0 MO 190.0 100.0 988 988 100.0 1000 711• 117, 788 786 7&1 7&1 100.0 150A 120.0 120.0 120.0 120.0 12U 120" 84• 128• 740 74.8 7&7 7&7 100.0 100.0 12&0 120A 12MO 120.0 120.0 120.0 °� n 38• 84" 1136 ties 1189 1189 120A 15" 120A 150.0 120.0 150.0 120.0 180.0 4r 83' 102.3 102.3 102-3 102.3 120.0 130.0 120.0 1500 12U 180.0 120.0 16&0 �VALUES � $C4 48' 72' 823 923 923 923 120.0 5388 120.0 /600 110.0 103.0 120.0 180.0 I 84• at* 847 84.7 84.7 84.7 120.0 127.1 120.0 150.0 120.0 1600 120.0 15U g Z Z Do 90• 60" 78.8 78.8 7&a 78.8 11&2 1162 120.0 150,0 120.0 46&0 120.0 150.0 PR a CFRIIMME1 h 66• 99' 74.1 74.1 74.1 74.1 100.0 1000 120.0 12U 12" 120.0 1200 120.0 m ��tboplowe �81 72• 108' 70.4 70.4 70.4 7&4 100.0 1004 1'20.0 12&0 120.0 120.0 120.0 120.0 take NoW- -ow ,Ll 0078' 117' 873 673 67.3 87J 100.0 150.0 120.0 120.0 117.7 1177 120.0 120A on OMe '2' 84' 118' 84.11 80.9 649 849 974 97.4 120.0 110.0 110,8 1106 120.0 120.0 36' 84' 103.7 103.7 103.7 103.7 120.0 1500 12MO 150" 1200 180.0 120A 1500 t PmdnH t,oatrol 913 91J 913 0IJ 120A 13&9 120A 150" 1200 159.0 t20" 150.0 AD 6honn are�9n PSF(Pounds per Foot) 1;r 48• 72• 82.1 82.1 82.1 60..1 120.0 12.01 1zoA 180.0 120.0 150.0 120.0 1509 j : v of MCERION LOADS(+)SHOWN g g 84• BY 780 7&0 75.0 780 1126 112.6 12&0 150.0 12U 180.0 120.0 1504 LTH WITHOUT I ADAPTER gig 80' 80' 66' 506 896 898 898 100.0 100.0 1240 410.0 1200 120.0 1'20.0 120.0 t 2 3 EXTERI TYtA ORBAR A SF p�`�`g 66• 119• 65.I 6&, 85.1 &4.1 977 977 120.0 12&0 12MO 120.0 120A 12" 1/2 1/2 1/2 1/2 pe 72' fob' 610 61.6 81.6 Bib 92.5 -3 t20.0 120.0 11&7 11&7 120A 120A g ® itY 8&7 88.7 8&7 387 8.0 880 117-3 117.3 107-3 107.3 117.3 1113 X 0 0 X 22191 S4' 128• 883 883 88.3 883 4 1124 1129 1009 7009 112.8 1129 38• 64• 908 908 93.8 939 12U 14&7 120.0 18&0 120.0 150.0 120.0 150A NOTE- 4r eY S14 814 814 82.4 12U 1238 120.0 150.11 12U 160.0 120.0 150.0 SAASS ON ASTeS 13 T-0 S ET ARE BASO ON ASTM E7300-09 3 SEC.BUSTS) e 46• 72• 73.9 732 739 7&S 1106 t,0,8 t2&0 14 7 1 0 1&7.7 1'20.0 047.7 AND FLORIDA itUWNC N O p B 34' 81• 673 673 873 07.3 1 1 d20A1 19&0 1 12U DEClAPATOW STATEMENT DCA05-DEC-219 o Sr 50• 7r 82.2 822 622 822 93.3 VU 41280 4200 1 1 120,0 g a a o 68• er 8&1 8&1 6&1 88.1 87.1• 87.1 1182 t, 1 1 1162 96.2 MAXKIM VENT SZE IS 18.7 S0..FT. 72" 108' 04.7 84.7 847 84.7 S1.1 81 !1[&4 A& 1065 160.5 0941, 109.4 AND 1AA1NAlH1 VENT ItIXD,T 71 11/18' 78" 117, SU SU SU 820 9 779 IOU 1039 SBR S&2 IOU 1039 r+� � EnOr:JA AD AHMAD 38" S4• 8&2 882 SU SU 120.0 13U 120.0 15MO 120A 150.0 120.0 180.0 �-✓ C �.1 �' t 4a• 760'1• 69.3 893 893 603 116.0 118.0 LOU Ac" 120.0 18&0 120.0 Ian1FLA.PE 2" 1204 1 /j % %/: &0.N 1701182 64' at* 76• oso 83.0 630 83.0 ov 9478 120.0 1 1250 20.0 150.0 1 2 1• jj 50• 90• 68.1 8&1 88.1 8&1 0 872 ft 3 118 tAfC31 11.3 1161 1�.5 • `1 EVERSE drOWin fro. 66' 99' 642 642 x2 842 1 8 ,08.4 0.e• 1!84 10&4 , 1/3 1/3 1/3 RO M 9 201W09-13-7r tour 50.8 099 509 809 7891 101.7 101.7 161% 1019 019 1019 X 0 X Sheet 5 of 16 ••• • • • • ••• • • ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ttt MOM wm BiNAOT DUM TYPR'A'TYPR'R'TYPE'ft vmow Dims. TYPE A' TYPE'B'TYPE'C• 1 �� ISM NNW Eta(+) in.(+) oa.(+) � HOONT M.(+) EXT.(+) M.(+) 2 PANEL. 3 tMNp. W.(-) W.(-) WT.(-) 2 PANEL 3 PANEL M.(-) W.(-) INT.<-) 36' S4' 180.0 180.0 180.0 26-1/2• 39-3/4• 180.0 tau SODA r� r� /� 42" 6Y 180.0 t80A 180.0 37 88-1/2• 180.0 180A 180.0 �✓ �-✓ �rJ b C 46• 7r 180.0 180.0 180.0 83-IIV 11/t 137.0 180.0 180.0 /3-i' 1/�� d 38-3/8• % i� % a o 84• 81' 144.0 180.0 180.0 74• ttt' 08.0 180.0 1804 �% ./ � li U• 80• 90. 38 130.1 180.0 150A 78-1/2• 110-1/4' 92.1 180.0 150.0 11 S8' 99• 1183 180.0 180.0 106-1/e 189-3/6• 88.9 120A 120. �1 72• toe• t0&a 19DA 160.0 a6-1/a` 39-3/4 150.0 tsao 15" 1/2 1/2 1/3 1/3 1/3 78' 112 100.1 180.0 180.0 37' 86-t/2• 180.0 880.0 180.011 2Y A 84• 128• 97.0 180.0 160* 83-1/a• -1t/16 tO4A tau 180.0 64' 160.0 ao.0 160A 74• itt• 89-5/6" 7&0 120A 120.0 s' 6'MAX a 41' 83' 139.4 180.0 MOA 79-i/2• 119-1/4• Su 1'20.0 12MO 72• 1220 160.0 180.0 106-1/4.1159-3/8' 623 104.6 110.0 ANC QRS TYPE. 'A' V 54• 81' 10&4 180.0 180.0 28-1/2 -3/4• S60* 180.0 1880 2 ANCHORS AT Sao.978E ENDS 28•WAIL SPAONO BETWEEN MiCi0R4 to• 90' O 97.6 189.0 160.0 3Y 86-1/2• 120* 120.0 Sams 4 i "+ 88' 9e' Be.? tsu INA 83-1/8.79-ii 1 840 180.0 150.0 72' 108• 813 180.0 74• lit, 803 or 120.0 120.0 0 � 78.1 120.0 79-11/2• 119-t/4' S&1 112.2 1200 MOOR WMIN O 84' 126' 119.7 120.0 120.0 26-1/2' 39-3/4• 1873 160* 150.0 _ 84' 144.6 180.0 37 J86-1/2• 106.6 150A 180.0 4Y 83' 123. t 150.0 67-1/0.79-It/1 73.8 120.0 120.0CCHORS 48• 7r t08.4 ISMO 180.0 74' 111' S2b 105.8 120.0 s4' 81' 9&4 150.0 tSOA 26-i/2' 39-3/4• 13&8 1906 no 1' y /Oes* 1800 iso* J7• aS-i/2• 100.0 1580ilii gggae• 99' 760 180.0 fano 63-1/8'79-111/1 MA 12x0 1100 8W7Y 109' 723 1200 120A 74' 111' SOA 100.0 120078• 117 88.7120.0 120.01/3 1/3 1/3a4' 128• 82.0 120.0 110.0 ALL VALUES SHOWN ARE DESIGN PSF °� cq31r 64• 130.1 ta0.0 150.0 VA r FOR EXT.(+) LOADS SHOWN ARE FOR4• 8• 0.4Y 63' 111.5 tau t50.0 SILL WITH WAT ADAPTER.49• 72• 97.8 tau INA FOR WINDOWS WITHOUT WATERSAR ADAPTER 2a• ;a4' et• au tsao 180.0 rBd17 EXI.(+)LOADS 70 80.0 PSFPHORS TYPE zZ[80' ow 20' 78.1 150.0 180* EMS , 88' 98' 710 120.0 110.0 1$1_71. ANCHORS 1 _p a 7r 108' 65.1 120A 120A UWf Wtt. � gas g 79" 1fY 80.1 120.0 120A 84" 128• 65.8 111.5 120.0 NIN{ mm WINDON WIDTH 38• 84' 118.3 150.0 160.0 42• o3• 101.4 150.0 180.0 48' 7r S&7 13OA 150.0 84' 8f• O 78* ISM4 150.0 a SIR R 80• 90' �• 710 120.0 120.0 PPPccc 8e• 98• "A 120.0 120.0 i 109' 68.2 1183 120.0 / % % 0% 7� 117 54.6 120.0 m$$ ea• tee• sal 101.8 1280 LOS 36• S4• 10&4 160.0 is" 1/2 1/2 1/3 1/3 1/3 42• o3• WA 180.0 tau 46' 7Y eta 150.0 180.0 • • ••54 at* 723 120.0 120.0 •• ••• • • • 14• 6•MAX�' m 80• 90' 7r 8&1 1204 120.0 • •• • • • • • �'MNG -1-1,1 66' 99• 89.2 1183 120.0 • •• • • • • ••• •• lrvlp4 ANCHORS , ' 7r /0a• 84.2 108.4 120.0 • • • • • • • • •• 11'wx SPACING BEIBEEIEE NCtORS •• ••• •• • 76' 117' 50.1 coat 120.0 PDomofR� Dy{.9E4p4 LOADS To I5F ,JAVAD g 3rS4" 102.7 160.0 160.0dwrl8 7p 42• 93' 88.1 180.0 180.0 uadl9a�NO 4 �`aA°EN.X387 g f 48• ?Y 77.1 120.0 120.0 1 ••• • 00: • • • S4' at" 78• BBA 120.0 1204 • • • • ",� • • : • � j �� I � � '� a• eo• SIA 120.0 120.0• • • i iN�: • •'""••��``• • � ;u B�oj�-� - 9s" 9e• aao 112.1 120.0 � i• • •Aftft SP4CAG TO HE AS LISTED ABOVE Q droving no. 72• foa' ata 102..7 129.0 • • • 1/2° MAX. SHIM SPACE FOR EQUAL LEG FRAMES D W09_G ahefit 8 of 18 • • • • • • • • • • ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORSWINDOW VOMIT DIMS. TYPE'A'TYPE'R'TYPE•C WINDOW DIMS. TYPE'A'TYPE'E•TYPE'C' WINDOW � twonf itEKNif 1011.(+) W.(+) Ela.(+) t6Dtt1 Nt7f817 ocr.(+) W.(+) Exr.t+) 2 PANEL 3 PANEL. W.(-) 94f.(-) W.() 2 PANEL 3 PANEL tNt.() M() M(-) 36' 64• 1804 1504 1804 26-1/Y 39-3/4• 1804 180.0 1804 r� r-� h O 4Y or 180.0 180.0 1803 3Y 55-1/2• 180.0 1504 16ao �--✓ L-> 40• 7Y 180.0 iBaO 160.0 8,-t/8• -t t/is 3/• 138.7 180.0 160.0 J � 'Y� �� t 84• 8t' 143.4 1804 150A 7r 111• 88.2 150.0 1604 !% 80• 90' 38' 129.1 180.0 130.0 79-1/Y 118-1/r 91.2 1804 1804 be• 98• 117.3 160.0 1804 108-1/4'189-3/8' 88.4 1204 1204 7r foe" tmA f51.o is" 2e-1/Y 39-3/4• to" 180.0 160.0 1/2 1/2 1/3 1/3 1/3 78• 11Y 88.3 tato 180.0 37• 0.g-1/2• 148.8 Is" 15010 ttt Be 126• 022 1604 1500 53-1/8'79-if/t 103.7 i5OA 1504 38' 54• 130.0 150.0 to" 74. 111' " 74.4 120A 1204 S' 8• 8'MAX p a 4Y or 138.3 1804 180.0 79-1/2. 110-Ile 60.1 120.0 12MO �8{ 48• 7Y 1214 150,0 1504 108-1/4•ts9-3/e• ata 1030. 120.0 ANCHORS TYPE 'A' s4" 81• 107.6 Imo 180.0 28-1/Y 39-3/r 180.0 180.0 1504 2 ANCKONS Kf M0.STU ENDS 28"MAX.SPA=BETWEEN AIMONS eo• 9D' 48' 988 f6a0 1804 3Y 0.8-t/2• '19.8 1504 iB00 LAID MM LOADS TO Willi �• 99' 88.0 iS0.0 180.0 s3-i/8.79-11/to83.3 ISOA 1504 7Y wr K74.5 180.0 136.0 74• 111' �• 594 119.9 1240 y 78" 117• 1204 1204 79-t/2• 119-t/4' 55.5 111.1 1204 28' 120.0 120.0 26-i/Y 39-3/4• 14&1 180.0 10043Y 84• 1804 160.0 3Y 85-1/2' 100.0 Is" 18044Y 83' 1804 18&0 0.3-t/8.79-11/18 n• 729 1�A 120.018" ?r 150.0 is" 7'r 111' as.3 104.0 120ASM ISU I 15U eo• 90' 84' 1500 1864 sY 2199.1 18&0 1804fi88• 99' 7042 180.0 160.0 83-1/8.17F/4 /t �• 89A 120.0 1 t2oA 72• 108• 7t.7 120.0 1 1204 74• 111" 49A 98.1 1 1204 76' 7" $11.2 120.0 120.0 1/2 1/2 1/3 1/3 1/3 84" 128• 6$.5 1200 120.0 ALL VALUES SHOWN ARE DESIGN PSF = � C 36' S4' 12&1 160.0 1864 VALUES FOR E1R.(+)LOADS SHOWN ARE FOR q• 6•MAX ( ( 4Y e3• 110.8 1604 1804 SILL WiTH WATERBA(I ADAPTER. 3 12 46' 7r 969 18010 to" FOR WINDOWS WITHOUT WATERSAR ADAPTER 24'MAX 0.p LIMIT EXT.(+) LOADS TO 80.0 PSF 0.4• st• S" 150.0 150.0 ANCHORS TYPE '8' 80• w 80' 774 150A 1504 24'MAOM N 0 BE�18'ST ASU t 210428 ht 8 _ 66' 98' 70.4 120.0 120.0 n' 108' LIMIT VAX 1 LOADS TO 100 PSF 844 1204 120.0 78• 117' 5&8 11&i f20A Be 128• P. 1104 120.0 womow wanO 36• 84 117.3 150.0 180.0 42• 113• 10&8 1504 11104 180.0 18 8r 48• 72' 88A 180.0 1804 81• 78.2 04 y7 80' 90' 88• 70.4 1204 1204 88• 1. 844 1204 1204 n• foe' S&7 120.0 i �r0111 / i% 78 Z O qggg 1204 et' 128• 50.3 1 100.8 I 12010 Q{1� 3e• 54• 107,8 150A 111010 1/2 11 1/2 1/3 1/3 1/3 42" 83" 922 180.0 1604 48" 7Y Ba7 150.0 16010 •• ••• • • • • • •• 4• 5•MAX v S s4" 81• 71.7 120.0 1200 • • • • • • • • 8 w 00• 7Y 844 12010 120A • • •• • • • • • RODUCTRBNiitVBO 12•MAX <m� es• 9e• 5e.7 f .3 1204 •• •• • • • • ••• • ro Le1t I0Y1»gtvithti•t9ar�la " 72• 108• 639 107.8 1204 • • • • • • 0 • ••• AuHdi11806N /f 4 AN SPA IN MET ETNA ENDS 4'C�It61CO N0 i.. ! y�W1X SPACING ORDS T ARCH=130P 78• 11Y 484 98.3 1204 •• ••• •• • � rDetS DE9ION LOADS TO iS0 PSFCNL ta7ri.JkAD AIOiAO 3r 84' 1019 iD0.0 IEOA 70892 1 1 42• Sr 87.3 150.0 180.0 • • IhOdI1C1 CLn110 $ 4e• n• 70.4 12010 120.0 ••• • NfiYY b 0.4• et• 78• 07.9 1204 1204 • • • •ANCHOR SI CI%G O�E 103 LISTED AH eo• 96• s1.t ino 1204• • • •3/98' Mq�. SIU WASE FOR FLANGE AND EQUAL LEG FRAA(ES 118' 98' S&8 1111 1204 • • • • • • • • • Browing n0. 7Y tos• S&O 111.9 1204 : �• ••114••MAX. SM; SPACE FOR INSTALLATIONS INTO METAL STRUCTURES NA sheet8.lof pppp� n41a6om inn=90NFORCINO RURFLOCSB I=REUGORCING INOMOM WITH UT SEDIF031=1 Dr161Dbm 1671=RBfIffORtl60 (� WINDOW DD88. CIA88 TYPE GLIffi TYPE GLASS TYPES 6LA86 TYPE CLi88 TY1B GLASS TYPE WINDOW DI118. GLASS TYPR CLASS TYPE CLASS TYPES CLASS TYPS CLASS TYPE GLASS TYPE Taw wm "w f 1 4 8,8&5 8 8 6 WADI Foo 1 4 0.R A:6 S S 6 2 PANEL 3 PANEL t7 o)Dir.(-)EOR+)W.(-)OR+ OC.(-)eno W4- IM.(+)Dif-)-.(+ -.(- a aAt/El 3 aAREI. E%f.{+)OR.(-)EX 4o OD- FMQ+)OR.(-)EXf+)8R.(- EXf+ W.(-)W4+)AD.(-) ,� s 30• 40• 120.0 180.0 120A 180A 121.0 180.0 MA 180.0 120A 107.0 120.0 180.0 26-1/2. 43-8/18• 120.0 180.0 120.0 180.0 120A IMA 120.0 ISOA 120.0 154 120.0 180.0 4Y 58" 120A =BOA 120A 180A 120.0 ISMO 120.0 1811.0 120.0 IOU 120.0 180.0 37' 49-8/18' 1204 180.o t'�.0 16DA 120A INA 1'OA 180A 120.0 180.0 120.0 180.0 Fr 7af 48' 84" 120.0 INA 120.0 180.0 120.0 180.0 120.0 ISMO 120.0 MA 120.0 190.0 83-t/8' 71' 3� 1'�A 1472 120.0 180.0 120A 180.0 120.0 ISOA 120.0 180A 120.0 180.0 M' M' 120.0 189.0 1204 =80.0 120A 580.0 110.0 150.0 120.0 107.0 1211.0 1SOA 74' 99• 884 884 884 884 MA 100.0 120.0 120.0 120A 120.0 120.0 12MO 7p w 07• 3r• 120.0 138.3 110.0 MA 120A 180.0 120.0 180.0 120.0 MO 120A tSM-0 711-1/2' 109• 844 84.8 �A 884 100.0 100.0 120.0 124 120.0 12" 120.0 120.0 4 ti r8" 88• 118.4 tt&4 120A 132.0 120.0 MILO t2oA 180.0 110.0 ISMO 120.0 1074 106-1/4' 14Y 68.8 88.8 6" r53 101.0 100.0 1174 117.5 MA 111.0 120.0 120.0 p. 7Y 99' 104.8 104.5 118.0 11&8 120.0 IMO 120.0 150.0 IMLO ISMO MILD 180.0 20-1/1. 38-8/1x• 120A 159.0 120.0 15U 120A 150.0 120.0 107.0 t260 180.0 1204 1074 Qi 78' too• MC 884 S&O 884 100.0 IM60 120.0120.0 INA 120.0 120.0 I= SY 49-8/10' 120.0 142A 1'x.0 142.0 120.0 1804 I20A 160.0 120.0 180.0 1'24 180.0 (Q� o4' t1Y t7l 63.8 ma 864 lou 1004 120.0 120.0 1204 120.0 t2DA 120.0 w-1/r' 7r 984 98.8 110.2 110.2 120.0 180.0 1204 15U 120.0 t60A 120.0 180.0 9tC 126' 714 80.2 802 IOU 114 120.0 12MO 120.0 12MO 120.0 120.0 74' 98' 50_8/8• 72A 724 M3 80.3 100.0 IOMA 120.0 120.0 1194 1100 1200 120-0cy 108• 144' 813 88.8 984 100.0 100.0 1204 120-0 1201 120.0 120.0 120.0 78-1/2• 108' 80.2 882 78.1 79.1 100.0 IOU 1204 120.0 111.7 111.7 120.0 120.0 ^a 38• 48' 120.0 1504 120.0 I89A 1204 1804 =10.0 180,0 120.0 MA 110.0 160.0 26-t/2. 35-8/18' 120.0 144.3 120A 144.3 120.0 t5U 120A 180.0 1240 IOU 120.0 180.0 �W 4Y 56• 120.0 130.8 120.0 139.4 120.0 ISMO 120.0 1804 120.0 180.0 120A 180.0 37' 45-8/t8' or 109.1 10.1 109.1 109.1 120A 18DA 120-0 120.0 120.0 140.0 120.0 180.0 48' 84• 118.1 fl&i 120.0 127.9 120-0 107.0 120.0 180.0 120.0 180.0 1204 180.0 83-1/8' 7t' 734 734 81.9 81A 100.0 t00A 120A 120.0 1'20.0 120.0 120.0 120.0 b4" 72' 106.0 108.8 117.7 117.7 120.0 ISMO 120.0 150.0 220.0 100.0 120A 107A 26-1/Y 38-5/18' t20A 124.2 1204 1242 12DA 150.0 120.0 130.0 I20A INA 120A 150.0 y Q{ 80' OO' 48' 88.0 85.0 8&0 854 100.0 100.0 120.0 120.0 12DA 120.0 120A 120.0 37• 49-5/10' 7Y 93.2 SU O32 932 120A 136.7 120.0 150.0 120.0 150.0 120.0 MA a a r8' 88' 932 839 SSA S54 100.0 107.0 120.0 120.0 t20.0 120A 120.0 120.0 83-I/8' 71• 61.0 SIA 85.7 88.7 100.0 100.0 120.0 120.0 118.4 118.4 120.0 1204 7Y SB' 77.6 77.6 844 864 IOU 100.0 120.0 120.0 120.0 120A 1204 1204 20-1/Y 35-6/18• 117.0117.0 117.0 M.0 120.0 ISMO 1204 160.0 12MO 181.0 120.0 180.0 _ r 78• too' 72.4 724 80.8 80A 100.0 IOU t2MO 120.0 118.4 118.4 t2OA t20.0 37' 49-8/18' 7r' S&O 854 MO 834 SODA tOOA 120.0 1200 120.0 120.0 120.0 120.0 84' 11Y 873 87.5 75.3 78.3 100.0 IOTA 1204 120.0 110.4 110.4 110.0 110.0 83-i/8' 71' 87.4 87.4 80.0 84.0 874 874 tib? 114.7 114.7 114.7 1200 1'�4 v 38' 40' 120.0 134.3 120.0 134.3 120A 140.0 120.0 180.0 120A 150.0 120.0 ISO. 4Y 88' 111.8 111.5 11&7 118.7 120A SS0.0 120.0 SSU 120.0 150.0 120.0 150A 48' r4" 874 971 to8.7 108.7 120.0 140.0 1260 189.0 MA 180.0 120.0 1=0 54' 72' 84' 85.0 844 954 88.0 IOU 107.0 1260 120.0 120.0 120.0 120.0 120A PERFORMANCE VA7L E4 p. LLL 80' 07' 80.1 80.1 88.0 644 100.0 100.0 120.0 120,0 t2OA t2O.0 120.0 120.0 UNE®UAL..PANELS OQ x 88' 88' 74.7 74.7 83.3 83.3 1004 100.0 120.6 120.0 120.0 120.0 120.0 120.0 7Y 98' 70.0 704 78.1 7&I IOU IOU 1260 120.0 114A 114.5 1260 120.0 9p C4 o 78• 104' 85.8 64.8 73.2 732 100.0 1C0-0 120A 120A 107.9 107A 120A 120.0 38' 48' 1162 1182 118.2 1162 120.0 180.0 t20A INA 120.0 150.0 120.0 150.0 G 3 M 4Y 5r' 9&7 89.7 104.0 t04.8 120.0 ISOA 120.0 IOU 120.0 SODA 120.0 180.0 WINDOW WIDTH moon wum .3 4r' r4• 6r 84.0 NA 834 07.0 toxo 100.0 120.0 107.0 120.0 120.0 120.0 120.0 t('2000C wathhe F 1X90 E� z 84' 7Y 784 78.9 S&O MA IOU IOU 120.0 1204 120,0 107.0 12U 120.0 Dodi Qoft �j• h p 80' 80' 70.8 704 784 78.8 100.0 109.0 120.0 120.0 120.0 1211.0 120.0 120.0 No 'TS�I1 p 0 or Sr' O&4 88.4 74.1 74.1 IOU 100.0 120,0 120A 110-0 1168 120.0 120.0 �, O+A• 1 V d0 38' 49' 10&6 164.15 1153 108.8 120,0 150.0 110.0 107.0 120.0 150.0 120.0 107-0 42' S8' 884 884 88.0 884 100.0 100.0 120.0 107.0 120.0 1160 110.0 120.0 48' 84' 8B• 778 77A 84.2 84.2 100.0 107.0 120.0 /20.0 1200 120.0 107.0 120.0 AO S M OYMdB pet Squmo foot} 84• 72' 88.3 883 78.1 782 1OOA IOU 120A 120.0 120.0 120.0 t20.0 120.0 or 80' 82.3 823 073 63 SOOA 100.0 12DA 1260 110.2 110.2 120.0 12MO 1 2 3 ��FTM t7RE�OR LCA03( 9H017N A� I I 38' 48" 98.3 O&3 98.3 98.3 120.0 143A 1260 1SOA 120A =80.0 120.0 1460 FOR SILL WRH WATERBAR �` 1/3 2/3 2/3 1/3 FDR WMDM WITHOUT WATSMR ADAPTER a g 4Y 5r' 80.1 80.1 844 84A IOU 100.0 1204 120.0 120.0 120.0 120.0 1260 LUT EXTEMK+)LOADS TO IMA PSF € 48' 84• 89.4 89.4 7&8 75.8 100A 100.0 107.0 120.0 1070 120.0 120.0 120.0pt 54' 7Y SU 90.8 074 673 MA 100.0 120A 120.0 118.7 1167 120.0 120.0 X O 0 X � S 38' 48' SSA 8&0 8&0 884 107.0 100.0 1120A 12" 120.0 120.0 120A 120.0 R 2 4Y 88• 78. 78.7 78.7 78.7 78.7 100.0 100.0 MC 120.0 120.0 120.0 1260 120.0 14- 48' 84' rS,0 6" 70.7 70.7 IOU 100.0 120.0 120.0 1260 t20A 1'2.0 120.0 GLASS CAPACITIES Ot THIS$MEE1 ARE 84• 71' 584 35.8 95.1 831 SBA 9&S 113.1 113.1 112.0 112.0 120.0 110.0 BASED ON ASTM E1300-09(3 SEC.MISTS) � ^ MID FIDRO)A BIALO94G COMMON •• ••; • • ••• • • ••• WINDOW WIM DECIAMTORY STATEMENT DOM-DEC-219 • L C 0 0 0 • •• • • • • ••• • MU MUM VENT SIZE IS 18.7 SQ FT. • • • • • • • • • AND WXMM VENT 1EIGHT IS 71 11/18' •• ••• •• • • • •• W fAyr. i .. FLA.IE 4 7 t • ••• • ••• • • 'r :ri CAN.533 S' t • • • • • • •i i• • i i i • • •i i i 1/4 1/2 1/4 •REVERSED kMfl9() drawing no. ..• • . • ••• • x o x (JJ �`GI 0709-13 Sheet 7 of 18 • • • • • • • • • • ANCHORS ANCHORS ANCHORS ANCHORS H �u WINDOW DI61S. TYPE'A' TYPE'R' WH4DOW D114S. TYPE'A' TYPE'R' 74.1 How M.(+) EXT.(+) IBM tE1p1T EV.(+y EXT. WT.(-) W.(-) 2 PANEL 3 PANEL 24T.(-) W.180.0 160.0 28-1/r 35-8/18• 190.0 i6t0 180.0 180.0 37• 49-8/t8' 180.0 180.04r er lama tau 137A 15" 144.6 180.0 �7r 9r JB~3 86.7 I= '/// %% ` f36' 130.1 190.0 79-1/2" 108' 62.1 120.0 8 118.3 160.0 108-1/4• Mr we 12U 109.4 190.0 28-1/r 36-9/t6• Is" tato 1/3 2/3 1/4 1/2 1/4 AN � � n 79• 104• 100.1 124 3Y 49-6/16' IOU 189.0 iii�� a 64• Me no 120.0 93-%18" 71• 10413 110.0 9' 6'MAX 96• - 128' et.3 124 7r 99' 744 120.0 �z+ ,98• 144' 723 120.0 79-112' t98' e" 12.0 28'MAX p 36" 48• 190.0 180.0 28-1/Y 39-9/19• 180.0 190.0 ANCHORS 4Y 09• 139.4 19130 37• 49-9/18' er 120.6 1904 2 ANCHORS AT MM STU ENDS 48' Be 122.0 190.0 87-1111' 71• 83.8 120.0 �MA%.OEM LO11D9 TO 94" 7r 10&4 190.9 26-i/2. 39-9/16' sa7A 180.0 g{ 90' 6o• 49' 97.6 120A 3r 49-611W 7r I.0. 160.0ISM WINDOW e8• e8' 80.7 120.0 93-1/8' 71' 73.3 120.0 � O n• 96" 81.3 120.0 26-1/2' 35-8/ler 13.8 190.0 78' for 73.1 12.0 3Y 49-6118' 76" 10" 120.0 Y 84" 11Y 69.7 120.0 93-1/8 71' NS %136.0 36• 48" 144.8 18t0 10 . 4r 66' 123.9 190.0 % �' i% % /i ALL VALUES SHOWN ARE DESIGN PSM i' 48• Sc toe.4 ,90.0 VALUES FOR EXT.(+) LOADS SHOWN ARE FOR w 7r �. 98.4 12.0 SILL WITH WATEMHAR ADAPTER. & O ea• eo" 9e4 120.0 FOR WINDOWS WITHOUT WATERM ADAPTER �IJ er or 78.9 120.0 LIMIT EXT.(+)LOADS TO 8oA PSF 1/3 2/3 1/4 1/2 1/4 A � 4 7Y 96• 72.3 12010 a! 0.V g 78" 104' 867 12.0 36' 48' r130.11 190.0 4' 6'MAX4Y 98" 1619 E4'MAX.48• 64• 120.0 A CHORS TYPE '$ Ziw 72" 120A 4 ANM S AT MM MILE EINE12.0 24•MAIL SPA INO BETWEEN ANCHORSlAOT MNL OEM LOADS M t00 PS68" 88• ,2A Up0 36' 48' 1183 160.6 4Y 88' 101.4 120 WINDOW YMM 411' 84' 89' 86.7 12.0 64• 72' 78.9 120.0 80• ar 71.0 1204 k7 38• 48• 10M 150A b x eeellll Sg. 42' 96' 93.0 120.0 •� c�€M 48• 84' 72' e1.3 120.0 %% i% Ow", 94" 7Y 723 12.0 % % / g 38' 48• 1027 4Y 96' eat ,2130 48' 64• 78' 77.1 t2u 1/3 2/3 1/4 11 1/2 11 1/4 64' 72" Su t204 dd •• ••• • • • • • •• 14' • • • • • • • i • 18'MAX i • •• • • • • • C K m m • • • • • • • i 4 ANCMDIt9 AT RLE ENDS •• ••• •• • • • •• WYarNAX sPaQND BE19N. ANCHM PRO RBNDWHU IWL Mmm tAVS 160 1 1� 0.m MBxriNwePiwift •:• iii iie ••• ••• HeiW No 2 2 •w i • i i N�'1�E: • Cont •• � � 1 �` MA j Browing no. • •• • • rtit SP J(J&G TO HE AS LISTED ABOVE a Product rot ••• • • 1/2" MAX. SHIM SPACE FOR EQUAL LEG FRAMES ON Al Wog-13 sheet 8 of 16 •i• • • a • iw• • • • • • • • • • •• •• wi• i• ii iii •i• • • ANCHORS TYPE ANCHORB3 tTINDOR DIM& A' TTYPE IV 'B' WINDOW DIME. TYPB'A''TIME TYPE•D' rAOTtt IfEOHr ER.(+) EXT.(+) MOTH "Mm Err.(+) M.(+) 2 PA1tE1. s 1'utEL W.(-) WT.(-) 2 PAt•l J 1•ANEt. W.(-) Wr.(-) 38' 48• 180.0 130.0 28-1/2' 39-6/18' 130.0 180.0 4r 88• 160.0 ISD 3r 49-6/18• 1300 180.0 ��/ �i �-✓ �r'� �€ 34 7r 1 180.0 40' w low lau �74� 7919' 38-3/8• �.8 X20.0 au % j%. jIfib j t•• o BD' UO• 36• 129.1 130.0 79-I/r 108• 91.i 120n 88' 88' 117.3 160.0 108-1/4• 142' .2 Iff 72• 98• 107.6 160.0 26-1/2• u-6/16• tion tsoo 1/3 2/3 1/4 1/2 1/4 11 11 A� 78• 104• 99.3 120.0 37• 49-8/r8• 1488 tftO11 ti p 84• 112' 023 t2on 63-1/8• 71' 103.0 130.0 g• 6•MAX. 98• 128' =7 120.0 74• 99' 743 120.0L 108' 444' 71.7 120.0 79-I/2' for Na 120.0 E8•MAX � Q 38• 48' 1600 180.0 26-1/2• 3i-8/18' 180.0 160.0 ANCHORS TYPE 'A' 4r SB' 13U 190.0 37• 49-8/18' 63• 1t" 1s0.0 2 At MOM AT MM SME ENCS 48• 84• 121.0 160.0 83-t/8• 71• 63.1 120.0 ICAC WX.VAX� LO TO ACM BETWEEN 8g� 9yy1�� M• 72' 107.6 160.0 26-1/r 35-6/16• 149.1 toad 80' s0• �• 96.8 120.0 3Y 49-8/18' 7r 104A 130.0 or 88' 88.0 120.0 s3-1/8• 7t• 7213 120.0 _ 7r 98' 60.7 120.0 26-1/r 35-8/t8• 13&4 I60n N 70• 104' 743 12:0.0 37' 49-6/16' 78' 9&1 12" 84• 112' 69.1 120.0 63-1/8' 71' 8U8 120.0 38• 48• 143.4 1800 'ay 4r 38• 122.9 180.0 ALL VALUES SHOWN ARE DESIGN PSF i% � N 48• e4• 107.0 t6on WaAlFS FOR EXT.(+)LOADS SHOWN ARE FOR /i r 64• 72• �. 9&e 120A SILL WRH WATERBAR ADAPTER. �+ 30• 80' 890 120A FOR MOM WRHOUT WMERBAR ADAPTER AV Be 763 120.0 LIMIT EXT.(+) LOADS TO 80.0 PSF 1/3 2/3 1/4 1/2 1/4 72• 71.7 120.0 78• 1 104• 1 OU 120.0 38• 48• t20.1 HIM 14' 6•MAIL 4r 68' I 110.8 IS0.0 24•MAX. 48• 84• 99.6 120.0 ANCHORS TYPE 'B' I Z z or 7r or rII 120.024' AWANCHUMS M 6E�rVM ANSM�9RSetr 80• 120.0 LOW W X OEM LOADS TO too PSF or 88• 120.0 38• 48• 11713 180.0 42' 38• 100.012" f--- 48' Sc 88• liu&0 120.0 � 1 64' 7r 711.2 120.0 -9 80• 4r 07. 120.0 W 38' 48' 107.0 /600 • orM2 12U ° 72 ' 80.7 120.0 �% % '-/✓ j� Z a 84• 7r 71.7 120.0 38• 48• 101.9 120A 4r SB' 71 87.3 120.0 �(f 48• ea• 78.4 120.0 1/3 2/3 1/4 1/2 1/4 34' 7r 67.9 120.0 •• ••• • • • • • •• 14• 6•MAX. 0u a IW MAX • • •• • • • • • ANCHORS TYPE 'C' o a m v • •• • • • • ••• • 4 Al MOM AT MrO.SME ENDS 000 00 LOADS 1p 180 PSF Ems; ypp AIp,Ipp P4 FIA.PE�__H79682 r N0T� ••• • 93 clan Witt bFwft CAA 3633 yg I $ ••A�TC$f SPAC1➢t•G•TO BH1 AS $B &AtdtnUCOdb 4 /�t� $ $ 8 • 3/8 MAX. SHIM JPAO FOS F N R;" EQUAL LEG A4r rto .a-+' ` drawi no. 4P. 1(.'091 W09-13 Sheet$,iof 18 ••• • • • • ••• • • ppppp- INSTALLATION CONDITIONS MANGE FRAM t Typl�y ANCHORS FLANGE FRAME INSTALLATION TYPE '2' TYPICAL ANCHORS SEP ELEV.FOR SPACING T'HRU 2 BY WOOD SUCK EE ELEV.FOR SPACING z SHEET 11 FOR DESCRIPTION t� SEE SHEET it FOR DESCRIPTION F a. / t BUCK BEG M SEALANT(lYP) II BUCK BED IN SEALANT(TYP) i i 8 as M SEALANT ) SEALANT CIYP) BUCK INSTALLATION NOT Ti SUBBMITTAALL ' BUCK DtSTALlATKNV NOT PART OF j __ 3W --7 THIS SUBMITTAL I 3 1/Y WN 14 �^ BUCK MSTALIATION 2 3/4" BUCK INSTALLATION �2-/4_J NOT PART OF TNOT PART OF HIS SUBMITTAL I x 4 BEVELED PRESSURE TEO 7MS SU�dITTAL 2 x 4 B�BUCK TREATED WOOD BUCK(TYP (om) Z_z li_ 0 �;Ve I 131W MAXWOOD 0 1 1 2' EYNi OPTIONAL NON-BEVELED OPTIONAL BUCK g NON-BEVELED 0 BUCK (DOTTED) '1 III I ---T WOOD STRUCTURES, I $ CONCRETE OR MASONRY I I ii I • • • • I �c S WOOD STRUCTURES, I I //�,•�i ••• • • • • • CONCRETE OR MASONRY J •// • i i • • • I / a m v 1 ON� •• ••• • • NOT PART OFN STALIATI F MPAAD THIS SUBMITTALIW OF ^� THIS SU AL Eta I I • ••• • ••• , RO Rme%VCU 2�4 • • • • • • • 1!,f �T gwithtlw Flmma \ g ALN. avv A1��4 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN •• • ••• ••• ••. ••• 24• i Off. drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 0 tionol Pre-Cast Sill i MAY 2 9D W09-13 THEM TO THE BUILDING STRUCTURE. P ImnITMdep a�lCoauo 94 sheat 9 of16 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ppppp- INSTALL&TION CONDITIONS EQUAL LEG FRAME ��u TYPICAL ANCHORS EQUAL LG INSTALLeTK)N TYPE '1' EQUAL LEG INSTALLeT10N TYPE 2 SEE ELEV. FOR SPACING THRU 1 OR 2 9Y WOOD SUCK DIRECTLY INTO STRUCTURE OPENING SEE SHEET 11 FOR DESCRIPTION SEE EL ANCHORS SEE ELEV. FOR SPACING / SEE S1�ET 11 FOR DESCRIPTION BUCK BED IN SEALANT(TYP) I I jII SEALANT(TYP) SEALANT(TYP) j NOCK IRTTOOFF TION THIS SUBMITTAL BUCK INSTALLATION n" TWA PSUBMITTAL N IL Do*'ja L� Z Z »i 1 x 4(ORS 4)PPRE�RE TREATED I a C* 1 1/2MIN fn - 1 3/8-•• 1 3/ei/2"MAX. MR ME cWT y •1 1/2"EMBEDMENT IN CONCRETE OR MASONRY e 9 0#1 3/8'EMBEDMENT INTO WOOD 0 •1 1/2'EMBEDMENT IN CONCRETE OR MASONRY ••1 3/8'EMBEOMENT INTO WOOD Q Q WOOD STRUCTURES, 1 BY WOOD BUCK CONCRETE OR MASONRY n OR 2 6Y WOOD NICK a WOOD STRUCTURES. I • • • • • S$I CONCRETE OR MASONRY • • • • ••• •• a<m v am I ALlA11 OF • is •• • • • •• NOi PARI THIS SUBMITTAL � _NNW lv • 0:0 • ••• • • PROD � Vi tX� 0 as withihovi •• • • • • • • •• • • AMP WOOD SUCKS NOT BY CGI CORP., MUST SUSTAIN ••i i• 0.0 •• ••• ••i ••• P. Mal drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER MA4 W09-13 THEM TO THE BUILDING STRUCTURE Atimni dr thw,.t Cun:n• sheet 0 of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• INSTALL•eTION CONDITIONS METAL STRUCTURE~ FL4NGE FReME INSTAL i ATION4Y 1 FRAME INSTALLATION 0 TYPICAL ANCHORS TYPICAL.ANCHORS SEE ELEV.FOR SPACING s SEE ELEV.FOR SPACUJG METAL STRUCTURES _11" Rl METAL STRUCTURES du SEALANT(1YP) 8 � SEALANT(TV) 9119 O4tg a �d MIN 3 THREADS v� BEYOND SUBSTRATE QgN 1 M@l $z � ZZ g METAL STRUCTURES i @ T METAL STRUCTURES TYPICAL ANCHORS: SEE EI.EV.FoR sPAlSVG 1/4'DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-158 KSI) m 1/4' DIA. HILTI KWIK-CON 11 (Fu-183 KSI,Fy-187 Km) 777th INTO 2BY WOOD BUCKS OR WOOD STRUCTURES pR pUCCItBNB�vBO B N 1-1/2" MIN. PENETRATION INTO WOOD a IWe iiv l�o ihoFtodda THRU 18Y BUCKS INTO CONC. OR MASONRY • it 8 /n •• ••• • • • • •• cdpl 1-3/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) • • • • • • • • 000 SS33 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY (JAMBS) • • •• • • • • • uMCon os DIRECTLY INTO CONC. OR MASONRY 00• • • • • • • • • 1-1/2- MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/2' MIN. EMBED INTO CONIC. OR MASONRY(JAMBS) TYPICAL EDGE DISTANCE Eero 1/4- DIA. TEKS OR SELF DRILLING SCREWS (ORA08 s cR8) ••• • INTQ j:QNCRETE JAND MWONRY 2-1/2' MIN. oAN. g •,,,� I�NNTTO WOOD STWOWURK v i" MIN. INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN.• '^ a �90 i TJ 1ME.N��F i 3/4' MIN. INTO METAL STRUCTURES •• • • dr, no. STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ••i i• • T HEAD,aj a IAMBS SG -0.55 MIN MY 9 ALUMINUM : 1/8"THK. MIN. (6063-75 MIN.) CONCRETE AT HEAD,ELL OR JAMBS No -3900 PSI MOL _ W09-13 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PRIMED) C-90 FILLED BLOCK AT JAMBS Nm = 2000 PSI MIN. V sheet i t of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION FERFORiVUN �V MUWON AT FLANGE WINDOWS @g� 1" x 4' x 1/8" thk. Aluminum STANDARD INST TIATION H10H LOAD INSTALLATION Z $ Tube Mullion (unclipped of endsl Q (Mull length Wdw Height -- 1 } Q f f 4 3' 18 0 M M $ Taj Xor0 Xor0 Xor0 Xor0 J14 flat Head SMS oil E N THREADS o3J GAGMENT MULTIPLE OPENING (2 OR MORE WINDOWS) MULTIPLE OPENING w/ 1 SCREW ON EACH SIDE OF MULLION (2 OR MORE WINDOWS) w/ 2 OR 3 SCREWS ON EACH SIDE OF MULLION (* a ADDITIONAL HOLES TO BE DRILLED BY flE TRIBUTARY WIDTH INSTALLER) Seaiont (tYP) O MULWON DRMGN LOAD CAPACM^PSF MULLION DMO WAD CAPACITY-PSF MULLION D& 0 LOAD CAP9=-M & j TRIBUTARY WINDOW -(+) TAI81AARY WINDOW ExL(+) TwsurW YAM= Exxr.(+) �w WIDTH HEIGHT INT.() WIDTH HEIGHT INA.(-) "DTH HGair NL(-) 24' 150.0 24' 180.0 18" 580.0 H MULLION AT EQUAL LEG WINDOWS 28" 150.0 28" 1200 26-1/2' 1500 to M 1" x 4' x 1/8"lhk. Aluminum 30" ts00 30 t2o0 3Y 150.0 p M Tube Mullion (unclipped at ends) 3e-3/8' O 3 , (Mull length Wdw Height) 32' 180.0 sz" 72' 1200 4a' 1500 z z 38' 1200 311' 120.0 86' t20.0 8_ 38' 120.0 �" 1200 71" 1200 ER 40" 54" 1200 24" 120.0 18" 1800 U 4Y 120.0 28' 1200 28-1/2" 1500 44" 120.0 30" 120.0 37" 50-5/8" 120.0 48" 120.0 32' 78" 1200 44" 120.o 48" 120.0 36" 120.0 55" 1200 X14 Flat Head MIN.3 THREADS 2e 15o0 1120.0 37 1200 X18 � 1500 complyingw5hata150.0 plolldo e g SMS e„/-ENGAGMEW 83' DeildtagCode aim 28" 1500 3Y 1200 A �t CB No 29 30" 1500 44' 5200 32' 120.0 18" 450.0 $$ 38' 120.0 28•-1/2' 120.0 i� iii Daft t onuol 36' 60" 120.0 37" 120.0 .1e•• •• • 120% • •• ALL UES MOWN DESIGN PSF • • • • 120'0 VALUES LOADS SHOWN ARE FOR ^ •az' . 1 0 • • is" 1500 SILL.WITH WA ADAPTER. s 4•' •• • 1110.0• •• • 28-t/2' 76" 1200 FOR WINDOWS WITHOUT WATERM ADAPTER a m o "9 • 1 • • s7" 1200 LIMIT EXT.(+) LOADS TO 80.0 PSF • •• Sealant M 24 150.0 (typ) 28' 120.0 E,%V. AWDC 30" 120.0 FC.PE !70892 I t • �+•• •1 •• •• 3.','38 1%• • • $ gg 38" • 68' • 12= • • • L S 7 $ •0 31• 0 • It--. 00 •RDTB!VALUES FROM CHARTS MAY ••t0" • • 120D •••� II IMPOLATEO BETWEEN SIZESdrawing no. . a2• 1200 �'J � � �+eetW09-- 2of 6 ... . . . . ... . . . . . . . . . . . . . •• •.• ..• . •• .. ... . ... . . PERFORMANCE VALUES OF PERFORMANCE VALURS OF M Rfi1 TON ANCHORS M�V UNCLIPPED Mi lMON ANCHORS UNCLIPPED MULLION ANCHORS AD TACENT ,TO MULLIONS! HO HEAD & �I W.(+)&IMt.(-) ExL(+)&W.(-) Z TRIBUTARY WINDOW CId18RSR CLU84� TRIBUTARY MYON oy CLUB=oLOSM ALL OTHER WINDOW ANCHORS vim HEI1#iT of 9 of 4 OF b Wm mEofT OF 9 OF 4 OF 9 AS PER SHEETS 9 THRU 11 24' 107.9 15MO 180.9 16' 180.0 160.0 180.0 28" 92.2 180.0 150.0 20-1/2' 137.1 /SOA 1801 30' 891 150.0 150.0 37' 98.2 150.0 180.0 C 32• 80.7 ISOM 150.0 44' -3� 811 180.0 180.0 38' 84e 71.7 120.0 120.0 b8' 84.9 120.0 120.0 40' 64.5 120.0 120.0 71' 51.2 102.3 M.O. zp 44' 88.7 117.3 120.0 /8' 180.0 180.0 150.0 S a 48' 53.8 107.8 120.0 26-1/2' 1031 180.0 180.0 VV bp` 52' 49.8 99.3 120.0 37• 80-8/6' 74.4 120.0 120.0 4 24• 96.8 150.0 180.0 44' 92.8 120.0 120.0 {1. 28' 83.0 t50A 150.0 18' 121.9 150.0 150.0 30' 77.4 150.0 150.0 29-1/2' 83.5 150.0 130.0 ��elff 7E 32• 80" 721 120.0 120.0 37' 691 119.9 120.0 � 38' 641 120.0 120.0 44' 50.3 100.6 120A 40' 59.1 118.2 120.0 1S' 1074 180.0 IWA 44" 52.8 105.8 120.0 28-1/2' 72' 73.1 12DA 1204 24' 8&0 180.0 150.0 37' 523 104.9 120.0 28' 75.4 120.0 120.0 18' 1011 150.0 180.0 30" 70.4 120.0 120.0 28-1/2' 79' W.2 1204 120.0 Q 32' 96' 881 120.0 120.0 37' 49.6 90.1 120.0 38' 68.7 117.3 120.0 40' b2b 105.8 t20.0 24' 80.7 150.0 1501 28' W.1 120.0 120.0 TRII3t1TAR1.WIDTH a w1 Q�1'1 30" 72' 641 f20.0 120.0 NOTE:VALUES FROM CHARTS MAY Z BE INTERPOLATED BETWEEN SIZES Ln Z�Z�-1 32' 80.5 120.0 120.0 Fi 3 3r S3.8 107.8 120.0 O �f 24" 78.4 120.0 120.0 V . 28' 79' 88.5 120.0 120.0 b1Y4MU0%F30' 61.1 120.0 12!1.0 _ 11 32' 873 114.8 120.0l01.920.0ALL VALUES SHOWN ARE DESIGN PSFVALUES FOR EXL(+ LOADS SHOWN ARE FOR Su FOR WINDOWS WITHOUT WATERBAR ADAPTERLUT EXT.(+)LOADS TO 80.0 PSF X or 0 pRonucT p;8Nti1VF,.Da.Mpfyin9aoftFifaw s• •ss • • • • • • AcecPtmlceAo ,�',1 a, a • • • • • • • • • d Rade Pr ud Callcal •• ••• •• • • • s•4.OR 9 ANCHORS SEE CHARTS ASM).ALL OTHER � ORS AS PERSHEET 10. RA.PE 17M2 g 1 1 • ••• • ••• • • CAN.35M • • • • • • • • 4i a •• • • • • • • •• • • gj� ••i i• ••• ••s ssi ••• drawing no. W09--13 sheet 13 oT 18 •s• • • • • ••• • • • •• •• • • e •• •• •s• 0 • 0 •s• • 0 PERFORMANCE VALUER PERFORMANCE VALUES ALUMINUM SUCK FRAMING DETAILS �V OF ALUMINUM HUT$ OF ALUMINUM OP INSTALLATION ANCROD INSTALLATION CHREFER TO SHEETS S&7 FOR W&VOW CAPACITIES a .(-) TB USE LOWER APPUCABLE VALUES. WMW IHMB. I ARMIRS AT Ir OA. OCR=a C OA. now mis. A cam EST 18.O.C.I ATNC1I888 AT!r OA. O 1819TH Hmm COHC no/mm ISM HowWNC. cam 30• 1604 to" low 100.0 38• 1233 1504 1504 180.0 .°,,•, • '° ,I !' v• 1 � p. 48' 160.0 15" 160 1 .0 IND 48` 007 100.0 16&0 180.0 q. •a. '°. Qc'•,°'. 0 4, fig• Z 88• 124.8 18&0 160.8 is"' s0.` 1502 82.4 142.1 tWA 1504 •v'Q••b Q.I. v a I $ W 1129 180.0 180.0 1094 00' 94.7 134.4 180.0 1804 84' 12&7 1004 1604 1804 o4• 979 1394 1804 /WA 4 FF d 72• IOU 160.0 160.0 1604 72' 82.8 117.0 149.0 15U ,fawn 80' 1149 189.0 /WA 1804 W` 88' 117.0 137.4 160.0 84• 1079 15U 18&0 to" 84 70.0 tO78 12U is" 88` 38• 1019 144A 1504 1804 88• T09 1004 1292 1804 4 98' 108.3 15" 150.0 1004 98• 719 1019 0.0 12&0 18 W @ 1118• 92.1 130.7 tWA 189.0 108• 410.3 as 111.9 1504 Ir 112` to" t43.004 160.0 18 112• 88.4 928 114.4 150A 117• 90.7 138.8 1804 7804 117• 619 87.3 115.3 100.0 129` 9&7 14U 150.0 1WA 128• 829 8&7 111.1 1804 PRODUCTRBNBIVRD 144• 044 133.3 180.0 1804 38• 108.8 150.0 15" is" ALL VALUES SHOWN ARE DESIGN PSF Os119npipMgywRittOalTarlda II VALUES FOR EXT.t LOADS SHOWN ARE FOR nilA 6tgt2+to 30" 1504 1804 1804 1804 48• 929 t31a 1804 1804 ( A4cePiaxca Na 48• 148A 15" 150.0 1894 80` 88.8t22-7 100.0 t50AStUWITH WATERBAR ER FOR WINDOWS WITHOUT WATERBAR ADAPT �� se 111.0 150.0 150A 150.0 89' 84.8 1204 150.0 150.0 LIMIT EXT.(+) LOADS TO SOLD PSF s0• 9&7 t40.0 180.0 150A g4• 832 tt&t 1499 1804 Taint •a Pra9tal Cotitlat o4• 1114 1804 100A IWA 72• 822 115.7 148.0 100.0 72• 829 131.3 1504 180.0 gp• 74• 50.7 1149 1344 IOU #14 SMS 114 ow 95.1 13U IOU 180.0 g4• 744 IOU 1233 1s0A AT 8°FROM ENDS � 0 ra 84• BSA 1280 148A tau 88• 883 "9&9 12&2 1804 AND 24'O.C.MAX. AND 24'O.C.MAX. � Q 88` 48• 830. 11&1 180.0 150.0 08• 69.1 884 i1&4 15" a 1` 8o' 8&3 1228 14U 18x0 108• 879 81.7 108.9 1504 Io8` 744 105.0 137.4 15A 119' 613 844 1 109.E 1504 112' 80.7 1144 141.3 15" 117' 509 834 1099 180.0 •j•N MI 9' 117• 7&4 10&4 143.2 1s" 30• 102.1 1448 15" 150.0 yyy 8 M 128• 7&4 1112 1392 15" 48• 83,4 1212 100.0 1900 Gcz Z 144• 74A 1054 133.2 15" 88• 790. 112.8 142.7 7804 J8` 131A 1804 139.0 t80A Be 772 109.8 138A 180.8 48• 11&4 1504 180.0 180.0 84' 70.7 107.4 138.2 1504 V Bo• 108.9 1804 1WA 150.0 72• 744 to" 133.2 tau 0 or 9&7 1358 1804 is" w 78• 739 104.7 1324 1804 84' 108.7 1504 150.0 159.0 84' 732 1038 121.9 1304 34 1 72• 87.7 1244 150.0 15&9 88• L873 909 123.4 IW.O e •4 ..a, ., •. 80' 8&4 1268 148.9 1604 99' 67.7 887:0 0 1194 1800 CONCRETE 3000 PO o°••. 28Y WOOD BUCK 84• 83.1 117.9 13&0 160.0 108' 8&1 .BLOt3T- 1924 PSI G W 84` 779 1102 142.3 150.0 • . ' 'e 1 At/4'CIA.ULTRACON OR OR WOW STRUCTURES 96' 50.1 1134 7370. 750.0 1/4*CIA.KWIK-CON I-3% C04m EMBED fos• 082 988 1287 TWA 2 1/2•MIR t-t/4•MM BLOCK EMBED 1 1/4`OW UITRAC014 OR C� 112• 740. t05.4 130A Isco AT 8"FROM ENDS AND 1 1` Mrol � 1/4`DIA.IMAK-CON tl $ 117' 702 999 1319 1894 •18.OR 8.O.C.MAX. 2'MIN.EMBED 128• 719 1019 1274 1804 SEE�T FOR CAPACITY AT O•FROM ETAS AND • 874 98.7 121A TWA 18.OR 8'O.C.MAX. 38• 112.8 IOU INA 1604 •• ••• • TYPICAL INSTALLATION DETAIL CHARTSEE FOR CAPACITY m 'a 49• eel 140.9 10.9.9 150.9 ON ALL FOUR SiDES/USING ALUMINUM..BUCKo8• 0&1 1364 1804 1504 • •• • �`1 or 84.7 t34.4 15" 18&0 • • • • • • • • • 04• 84.7 134.4 150.0 150.0 •• 000 • .84 72• 849 12U 1WA 1s0A .6E8 466 'AVAD AF0810 W 852 121.0 142.1 1004 !� FM P�t�� g I 1 84' W 78.9 112A 131A 1504 • ••• • - •t(•• • �• L } �. 88' 738 104.3 134.7 1004 0 • • 98' 783 10&9 1292 1504 ••• • • • • • I I -//.^ 108• 838 50.0 11&4 150.0 • •• • • • • • • • x-•.903-^� �p�I 9 ,d/. dP9WTng (to. 112• 890. 883 1210. 1504 • • ••• • ^e✓��'^'' G 1'$ 117• Asa 927 1224 taco NOTE:�Ltl�s Ff&CI TS MAY W49-13 126• aes 944 110.4 10.00 BE INTERPOLATED BETWEEN SIZES ALUMINUM BUCK OPTIONAL COVER 8083-TB BOBS-TB sheet 14 of 18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L PRRFORMANCS VALUES ALUMINUM BUCK FRAMINCDETAI 7I V OF ALUMU M BUCK INSTALLATION ANCHORS REFER TO SHEETS 8 de 7 FOR WINDOWCAPACRIES a i on•(+)&Rtr.(-? USE LONER APPLICABLE VALUES. PR UCT RG.NEWUD gg 91I1D08 DD19. I ARCHO28 A 18'OA. ARM=AT 8.O.C. M17 7i58>rith tlq flal a r. J l 7100TH 1090117 OOD CORD. ROOD CORC. H Relit Codd 0 7a 29-1/2• t80A 750.0 15" 180.0 dtea No 83-1/8' 1309 180.0 15010 180.0 :° .I °• °. 1 /tel 70-11/19 110.2 180.0 150.0 100.0 .O l y •',�� 108-1/4' 38^3/8• 983 12&7 IOU 180.0 y d e•v.I•:o v. :• ,° 'd, Undo P towel CO011at 111• 995 137.3 150.0 /8010 ° 119-1/4' 88.8 1240 1504 t50.0 $ n 189-3/8' F121.1 123.7 150A 180.0 }�}j 28-1/2* 180.0 150A 180.0 Q"" 53-1/8' 1540 150.0 130.079-11/18• 131.8 150.0 180A 108-1/4• X0/8• 103.3 135.2 1509tit` IIIb 137.5 150.0Its-//4' 101.7 134.4 15U 159-3 8810 1255 150.0 28-1/2* 150.0 1540 1540 160.0 53-1/8• 110.1 150.0 150.0 Is" _ 79-11/1 84.2 1195 1444 160.0 108-1/4' 63.4 899 117.7 180A 1 88.1 au 1141 150.0 #14 SMS #14 SMS tte-t/a• 81.7 875 1147 150.0 AT 8'FROM ENDS AT 8.1T20M ENDS tyo 26-1/2* 1349 150.0 150.0 150.0 AND 24'O.C.MAX. AND 24.O.C.MAX. ffK 83-1/8` 88.3 1263 is" 150.0 79-11/18' 72* 813 1144 1355 150.04d• 108-1/4' 59.0 83.7 109.6 IOU 111' 83.1 89.8 1105 100.0 C,4 28-1/2' W2121 180.0 1840 1441 100.079-it/18' 78' 1325 150.0Z z 106-1/4' IOU 1540 �111' 107.6 180.0 \ \ I pp pv NOTE:VALUES FROM CHARTS MAY U o HE INTERPOLATED BETWEEN SIZES e' ALL VALUES SHOWN ARE DESIGN PSFCONCRETE o 3000 PSI °4. 2BY WOOD HOCK VALUES FOR EXT.(+)LOADS SHOWN ARE FOR .BLOC(A 1924 PSL SILL WITH WATER ADAPTER. •ae•I A1/4'DIA.ULTRAOON OR OR WODO SIucrUR&R FOR WINDOWS WITHOUT WATERHAR ADAPTER 1/4'OLA.KWIK-CON 0 LIMIT EXT.(+)LOADS TO 80.0 PSF 1-3/8•MIN.CONC.EMBED ` `g 2 1 •MIN. 1-1/4"MIN.BLACK EMBED �� 1/4•DIA.ULTRACON OR AT 8'FROM ENDS AND i' 1/4'DUI.KWIK-CON B 16'OR 8'O.C.MAX. 1-1/2'MM.EMBED SEE CHW FOR CAPACITY AT 8'FROM ENDS AND $ 18'OR 8'O.C.MAX. TYPICAL INSTALLATION DETAIL SEE CHART FOR CAPACITY •• TI •• ON ALL FOUR SIDES/USING ALUMINUM BUCK SYS1 EM o•-a p-q • • SSI$ • • a m • .4. • .. ... . r 11276 b MiLM �/ 4 RPE AN 670 I x • •• • • • • • • • �,� drawing no. ••• • • • ALUMINUM BUCK OPTIONAL CQVER W09-13 8083-T8 6083-78 ah681 15 of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a PERFORMANCE VALUES PERFORMANCE VALUES OF ALUMINUM BUCK ANCHORS OF ALUMINUM BUCK ANCHORS AT MULLION JOB= AT MULLION JOINTS EHT.(+)&INT.(-) EXT.(+)&Oo.(-) Z ANCHORS 847'0 ANCHORS INTO END OR sm"BEACH ANCHORS INTO CONCRETE HOOD OR HOU")RACE VALUES FROM CHARTS MAY CB ANCHORS INTO CONCRETE BE INTERPOLATED BETWEEN SIZES 0 1 TRIBUTARY WINDOW CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLBSTffit TRIBUTARY WINDOW CLU6IBR CLUSTER CLUSTER CLUSTER CLUSTERCLUSTER WIDTH HEIGHT OF B OF 4 OF 8 OF 8 OF 4 OF 8 WIDTH HEM OF B OF 4 OF 6 OF 8 OF 4 OF 8 24• 659 131.6 180.0 93.3 180.0 180.0 18' 123.4 180.0 180.0 180.0. 180.0 180.0 28" 80.4 112.8 180.0 80.0 180.0 180.0 26-1/2' 83.8 180.0 180.0 118.9 ISOM 180. 32' 49.3 98.7 148.0 70.0 140.0 150.0 3Y �3/8, 6010 120.1 180.0 89.2 180.0 180.0 a 36' 43.8 87.7 131.8 62.2 124.4 1504 44' SOA 101.0 160.0 71.8 143.3 180. 38' 40b 8110 121.4 57.4 114.9 180.0 S8' 39.7 78.3 119.0 88.3 112.8 180.0 40' 39.5 7610 118.4 5810 1120 180.0 71" 31.3 62.6 03.9 44.4 88.8 180.0 4qp 42' 37.6 76.2 112.8 83.3 100.7 150.0 18' 93.8 MCA 1SDA t32.7 180.0 150.0 44• 36.0 71.8 107.8 50.0 101.8 180.0 20-1/2' 835 127.1 150.0 SM2 150.0 180.0 30'8/8" ALL VALUES SHOWN ARE DESIGNnj fEF: 48' 34.3 8&8 103.0 48.7 97.4 148.1 37' 45S9110 138.8 84.6 129.2 160.0 VALUES FOR EXT'.(+)LOADS SHOWN ARE FOR 48' 32.9 659 98.7 46.7 93.3 140.0 44• 383 78.8 1149 54.3 108.8 150.0 Si.L WITH WATERBAR ADAPTER. 52" 30.4 80.7 91.1 43.1 88.2 120.2 18' 75.2 1SOA t80.0 10&7 180.0 1BOA FOR WINDOWS WITHOUT WATERBAR ADAPTER 24• 89.2 11&4 150.0 84.0 MCA 150.0 28-1/2• 51.1 102.1 1500 72.5 144.9 150A LIMIT EXr.(+)LOADS TO 80.0 PSF 28' 80.7 1019 180.0 720 144.0 IMA 37' 63• 38.8 7&1 109.7 81.9 1039 150.0 3Y "A 0.9 133.2 6310 126A 150.0 44' 309 61.5 92.3 43.6 67.3 130.9 tit TtWNIIWEO .sc0 tyiwSwWfOfsi'lorida� 36' 39b 78.0 11&4 88.0 1120 180.0 18" 889 131.8 180.0 93.3 150.0 160.0 tlsit Cads 39" 60" 36.4 72.9 109.3 51.7 103.4 180.0 26-1/2' 72" 44.7 89.4 134.0 63.4 128.8 150.0 NO Mot 40' 35b 71.0 10&8 50.4 1009 150.0 37" 3210 6410 9810 4&4 90.8 136.2 42" 339 67.7 1019 4&0 "A 144.0 18" 823 124.6 130.0 88.4 1SOA 160.0 ^'"'�'r""`� 44' 32.3 649 969 45.8 91.6137.5 26-1/2' 70' 423 84.7 127.0 80.1 120.1 18010 tAia,u oPtOduMCopaat & v 48' 30.9 81.8 92.7 439 87.7 131.5 37' 30.3 609 90.0 4310 B&O 129.0 24' 83.8 107.6 150.0 76.4 180.0 180.0 / N 2S' 46.1 923 138.4 059 1309 150.0 ,.Nt� 32" 40.4 80.7 121.1 57.3 1149 150.0 Q M 36• 88" 35.9 719 107.8 509 1019 150.0 w+� w : TZ z ii 33.1 K2 99.4 4710 94.0 141.0 TRIBUTARY WIDTH L z j T p 40" 32.3 84.8 9&9 459 91.6 137.5 O 42" 309 01.5 923 43.6 87.3 130.9 U� 24' 49.3 98.7 141L0 70.0 140.0 150.0 0 28' 42.3 849 1269 BOA 120.0 150A wl 3Y 72' 374 74.0 111.0 52.5 100.0 150.0 1X4 MULLION SEE Sw 8 OF 1f g 38' 32.9 889 9&7 4&7 83.3 140.0 ;,,..-- ... ` SCREWS IN CLUSTER 39' 30.4 60.7 91.1 43.1 88.2 129.2 24• 46.7 93.8 140.2 a" 1326 180.0 0 28' 76" 40.1 80.1 120.2 ME 113.7 130.0 15 32" 35.1 70.1 105.2 49.7 99b 149 2 S 38' 31.2 823 83b 44.2 Xor0 Xor0 CLUSTER 2.4.OR 6 ANCHORS Enn SEE CHARTS ) ALL OTHER BUCK FLA PE_ 6-70592• •• S •• ••• •• •• 3-A ALUMINUM • • • t3 1 f ' ADJACENT TO MULUoNS h.IiEU Be NI T,•• • *00 i i ~.` I I ALL OTHER ALUMINUM FITICK Ri H @ • • • • • NOTE;ALUMM M BUCKS ATB:SUPPLIED WITH �9 �/ drawing rlo. AS PER SHEET 14 • ••• • pC HOLES 2 FIFIELDLDPER RUM IF STANDARD. IF REQUIRED. sheet 18 of 18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 MIAMI•DADE MIAMI DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SNV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Mny.miamidade.goy/economy CGI Windows&•Doors,Inc. 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perforin 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 revolve 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 Velaci DES TION:Series 11238"Ontswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Aluminum Casement Wdw. (L.M.I.)",sheets 1, 1.1,2,3,4,5,5.1,6 and 7 of 7,dated 12/04/98,with revision I dated 04/25/14,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, 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 Secti .... SSII,E MPACT TING:Large and Small� 2 *foe ....ABELING: Each unit shall beara permanent lth the mann acturcty�yig.gr logo,,pity»state„,.,;. model/series, and following statement: "Miami-Dade County Product Control App;wW,unless Qtherwise. noted herein. 000 0 .... .. . RENEWAL of this NOA shall be considered after a renewal application has been TtlM and thbre lilts been":". no change in the applicable building code negatively affecting the performance of tPiis Suct. •0900• ••• .. .. .... ...... TERMINATION of this NOA will occur after the expiration date or if there has bm&revision or change . in the materials,use,and/or manufacture of the product or process.Misuse of this•RNdAs an r pogspmenth••••• of any product, for sales, advertising or any other purposes shall automatically terpinpe this HOA. Failure;....; to comply with any section of this NOA shall be cause for termination and removal df NO*A. .. ;.; . ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall-be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-1220.14 and consists of this page 1 and evidence pages E4,E-2 and*E-3,-as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0506.01 rILAME°�CO N” Expir ion Date: October 26,2018 ell pproval Date: June 26,2014 Page CGI Windows&Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Aluminum Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I dated 04/25/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202 -94 along with marked-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by.Certified Testing Laboratories,Test Report No. CTL-3009WB,dated 03/24/14,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94•••• along with marked up drawings and installation diagram of;to Amminuir ftement•••:• window, prepared by American Test Lab of South Florida Inc.;Test•R •apart No••;;• ATLOSF-1109.01-12,dated 11/20/12,signed and sealed by IGiAlattem,P.E. (Submitted under previous NOA#12-1220.14) •••••• 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94•••••• •••• ••;• 2)Uniform Static Air Pressure Test,Loading 1?MM,TAS*X,1-94 3)Water Resistance Test,per FBC,TAS 202-0.4.::. ••;• •••,•• 4)Forced Entry Test,per FBC 2411.3.2.1,and;TAS 202-9& ...... along with marked-up drawings and installation diagram ofanal minuin casement ....: window, prepared by Hurricane Testing Lab., Inc., Test Repbrts•No. XT.P,s'0080= • 0301-07 for specimen A and B and HTI.-0080-0905-07 for specimen Band C,dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA#08-1010.02) M nue Product Con oI E miner NOA -0506.01 Ex ration Date: October 26,201 pproyal Date: June 26, 4 _ E-I a � CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.HETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-074298,dated 06/27/08 and 07/17/08,all signed and sealed by Candido F.Font,RE (Submitted under NOA #08-1010.02) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA Is#96-0417.43 and#01-1002.03) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94. 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 S) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports a4s. FTL- 1003 and FT1-1041,dated 10/14/94,both signed and sealed by Yppil k4i,P.A. ••••;• (Submitted under NOA#96-0417.03) 00 0 so "' ' 900.00 •9 • •0000• 000000 • • • C. CALCULATIONS . .... .. . :0000: 1. Anchor verification calculations and structural analysis,compl'yiReikh FUCU- b10, 00:000 dated 4/24/14,prepared by Al-Farooq Corporation,signed an(P84 et by Jv,,nde 0 40669 Ahmad,P.E. 0* 00 "" 0000: 2. Glazing complies with ASTM B1300-09 •••..• • . . . . ...... D. QUALITY ASSURANCE .••••. 1. Miami-Dade Department of Regulatory and Economic Resources(RER) ' Manuel Pe E. Product Control xaml er NOA No. .01 Ex ration Date: October 26,2018 pproval Date: June 26,2014. E-2 IL CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGIas®Interlayer"dated 005/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(NIA) for their"Saflex CP--Saflex and Saflex BF Composite Glass Interlayers with PET Core"dated 03/28/13,expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05121/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-a Edition(2014),.dated April 11,2014,issued by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02,2013 and revised on February 24,2014,signed by Manuel Perez,P.E. 3. Laboratory compliance letters.for Test Reports No.BTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc.,dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA #08-1010.02) 4. Laboratory compliances letters for Test Reports No.HETI-08-2143, HETI-08-2144,AETI-08-4287 and HETI 07-4298,issued by Hurricane Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08,all signed and semi by Candido F.Font,P.E. • . . 9999 9999.0 (Submitted under NOA #08-1010.02) so ••• • 5. Laboratory compliance letters for Test Reports No.IiTI.-0080'-0303-96 and'• :0000: •0 0 HTL-0080-1107-98,issued by Hurricane Test Laboratory,Inc.,.*Jitgd 03/0.§/A and ;••••; 11/10/98,both signed and sealed by Timothy S.Marshall,P.E.•....0 : 0 96 0 ..••• (Submitted under NOA #96-0417.03 and 01-1002.03) 60:00: •••• •• •• 6. Laboratory compliance letters for Test Reports No.FT1,4003 tftf FTI,-1041,issued 0 by Fenestration Testing Laboratory,Inc.,dated 10/14/94,both sigaeq and ge4 by 09.::. Yamil Kuri,P.E. ••••• (Submitted.under NOA#96-0417.03) 9 999 9999.. .. G. OTBERS 1. Notice of Acceptance No. 12-1220.14,issued to CGI Windows&.Doors,Inc.for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 03/21/13 and expiring on 10/26/18. Manuel P)2018 Product ControlNOA No.1xplra#Ion Date: OctobeApproval Date: Jun E-3 i GENERAL WINDOW SECTIONS IIN0�W16TF1 �� FLANGE- F AM VENT WIDITH WW-2" 1�4 OAZ rF .On. Z $X WW-7` a MAX.TYP. 0 A H�/� F RIDERS q s m Q 1124 AAT SACT VINDDVS ONLYAPPLIE---___—�— � MUNTINSD --------- k �� OPT FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. 1 7 a s o.L.DPG. _. oL.oPc, a t/a• 6 24`MAX.IYP. AT HEAD/S&L t• VENT WIDRi WIDTH t' TYPICAL ELEVATION $1 MANGE FRAME) �j n WINDOW WIDTH � WINDOW WIDTH 3 EXTERIOR MULTI POW LOCK 8 3" MAIM MULTI POW LOCK B BY'INTERLOCK! g, Z_Z �..�, ALT.70 CAM TACKS ALT.TO CAM LOW oS MAX.WDW. I= MAX.WOW. LOCH 55 HEIGHT POINTS HEIGHT POINTS j 4Y a sa^ a i 83• 3 88' 3 8 t4 t B4• 4 74` 4 3 84` 8 gQ 2 InSU1.f CR YO$3 © B I gill I 7 THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. SHURERS ARE NOT REQUIRED. INSTRUCTIONS: •• • • s • • •• •^�1 i USE CHARTS AS FOLLOWS. 1 • •• • • FOR MULLION/MULTI*MULUNTOO ,STEP 1 DETERMINE DESIGN WIND LOAD REOUHMM94T BASED • • • • • • �ROwT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SEPARATE CGI N.O.A. ON WIND VELOCITY,BLDG.HEIGHT.WIND ZONE •• *00 •• • OF THE FLORIDA BUILDING CODE DNMUDING HIGH VELOCITY USING APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE(HVHZ). .�a SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER ^ CmL am CAPACOY OF DESIRED GLASS SIZE/TYPE. LOADS TO THE STRUCTURE FIA,PE!jM O�STEP usDTc CHART ON SHEET a SELECT AFNHOR oPRON ••• •.• ••• ••: AN � Z ASUSTED,SPACED AS SHOWN ON DETAILS,ANCHORScaN 3a5ttWITH DESIGN RUM MORE THAN DEsroN LOAD SPECIFIED • • • • • EMB THdENT MATERAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. IN STEP 1 A VE• •• • • • • • TNG CON031IONS NOT SHOWN IN THESE DETAILS ARE ' 9 0IF ALUMINUM WM SYSTEM IS USED USE CHART ON • •• • • • • NOT��O APPRfTVAL. � ,FB" lW L�STEP �.TBrowing no. SHEET 7 TO DETERMINE CAPACITY. ••• • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ✓ 4W98-100 STEP 3 THE Ltri4 YRESULTING FROM a 3 NO sheet 1 of 7 ALL SHIMS TO BE HILI IMPACT.NON-METALUC AND NON-COMPRESSIBLE. �t TO E NTatE SYSTEM. SHALL APPLY TO • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • wmm vnm vENr wXRH w•-1 1 2• Z DPD. G�jERAL WINDOW SECTIONS WD-L-1 � EQUAL LEG FRAME 1/2' A BHEAQ/SILL CORNERS S n 1A ro 7 N ai 2 0011 3 CAM LOCKS 2 LOCK POINTS dg � ALL SIZES i 3 c \ 11 SWACE APPLIED O O SNUBBER _ � =��.0---__ice__— t•ALSE Iaavrms � AT DhPACi VINDDVS OTLY 'R �y 1� OPTIONAL t AT HEAD/SILL TYPIC-AL ELEVATION (#� n (EQUAL LED FRAME) p zr 1A HDOP. FOR CLASS TYPES, Et REFER M 01.OPD. 2 1/2' 3!4' vENr wroTH SWEETS 3 AND 4. VENT wgiH 3/4• c wINOW wmm wINDOw WOO O EXTERIOR MAXIM MULTI POINT LOCK8 MULTI POINT LOCK BY TRUrrf BY'INTERLOCK' ALT.TD CAM LOCKS ALT.TO CAM LOCKS g t MAX wDw. LOCK MAX.wDw. LOCK o HEIOHT I POINTS HEICHi POINTS 111 42• 2 2 84' 4 4 $9 $ •• • _ • • • •• ems • • • f • • • f •f•14 eaex_ 2 Eftqr:cmAHUAD PR UCT RBYISRO g ttA PE 7x582 � WYInBwhhthaPlmtde � 33 ecoh Vy • Ga�1 IImDeft . • • • i i i ° drawing no. n IA '.,. )3020 W98_1OO �ho�t�.lof 7 • •• •• • • • +• •• 2625 2 5/8' P„07g 1757 4 r` .768 `FOIa/ 5 I= 7 A98 Tl?. z � JI. LWg / 2825 ' N .720 2 2'485 ZJ 1A38 t� A80 TYP. g ® .OSDCORNER ER KEY TT .STEEL ® .0827MCK7H1 K mmkBm O FLANGE FRAME QVENT(5/16'LAM.Glass) 2.075 17x7 07 .7� Y. 1.05712.. 18I!L624 ; Ti 5 IA39 VENT C N z g Q EQUAL LEG FRAME VENT (INSUL LAM. GLASS) L, a ALL FRAME ANO YENT CORNERS TO BE lTlBY PAR'!'0 g11ANT1Tt[ DO8%8P'r[ON MATERIAL . 1757 Q�Ct SEALED WITH GE 50.PRUF OR EIXAV. 1 COI-373 4 RANGE FRAME 8003-T8 BOALEX OR mm. 1A COI-387 4 EWAL LEG FRAME 8083-TB PWALEX OR EDUN. k- 20 2 C%-378 4 VENT(5/18'm OIASS) 8083-T8 MOAw oft mm. Um 28 (Xa-381 4 VENT(WSUL.LAM.%ASS) 8083-7a V40ALEX OR EQLW.O%-385 4 YEW /18'IAM.OtA53) 8083-T8 WALEX OR EQUN. 1.438 3 C%-375 4 062E GIAM BEAD 8003-75 MMU OR EWBV. ° Z Z 12 3A C%-388 4 SOlARE OAZDM BEAD 8083-75 Smmm OR mm. g- 4 - 4 .080 THEK CORNER XEY ALUMPM- 1347 (Ar p •4 a - a .Oso THX:K CORM KEY ST.STEEL.- ® VENT(7/16•LAM.GLASS} 5 AP-425 AS REM. FRAME WFAIHERSIRIP%NO SC18E6E1.APT119 7 Q250-K-190 AS REQ. VENT WFAMiERSTRV"VM - SCHLEGEL Q-LON .7sa 8 35-10-00-tot 2/VENT 4 BAR HINGE,AT TOP AND BOTTOM SIM TRUTH,ATTACHED W/ a)j8 X 3/8'S5 lass t 9 24-13-00- MOW VENT FACE MOLOCK STEEL TRUTH,ATTACHED W/(2 08 X 3/8'SMS g 9A - 1/VENT WAIT POW LOCK - TRU{ .383 98 - 1/VENT MU171 POINT LOCK - BRTER1.oex c g 10 - 2/VENT .110 nlldc Lodi REEFER,AT FRAME JAMB FACBiO LOCK STEEL C%,ATTAtaBiD.W/(2)010 X 3/8'SS SMS At 11 - 1 OPERATOR(OPIOV4 STEEL TRUTH.ATTACHED W/(2)06 X 3/8'SS SO O 1/A - 1 -375:OGEE GLAZING STOP OPERATOR OPIgNAI.) STEEL MR14.00K { I t2 30175 1 OPEWM TRACK STEEL. TRUTH,ATTAdWD W/(2)08 X 3/8'SS SMS 1J - 2/CORNER FRUIE AND VENT ASSEMBf.Y SCREWS 17M t 010 X 1-t/4'S3 STA$ iA ro n t /•'i ••• • • • • • ••••• •i • •• caNGSTOP dMIL PRODUCTRRVISED •`� PA PE 78392 as cmPlYk*wb Ow Worlda ••• ••• • �• DaiWiag C1ndo .. � .0. • .0. • .0. • • A�«Pun�co No Ol g • • • • • • • • H*nuwn Data 18 $ •• • • • • • • •• • • FRAME COR ••• .• ••• ••• ••i ••• h, 9 NdaNU Dario P�adrawing no. NER I[W98-100] wheel of ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1/g<ANN.GLASS /16'ANN.(LASS3/18•HEW STREtt'D GLASS'So9ez Clear And Color Glass 980"Saflex pear And Color Clow %whiton Chmnloel CO.' 6y'Eastman CherrAoal Co 090"b"doyer 0 SaRex CP With PET Core x78"Saflex CP With PET Core Close IMINTERIAYER3 �Y Soflex Clear And Color ose ERLAYERS By'Sostman ammkal Co., By Chemical Co: By'Eestmon Chen*W CO.' ab want ses"los 090"WP*M SenbyGtae z 1/s'ANN.GLASSSy' DuPont Ds Nemours&Co..Inc.' p By'E1DuPont De Nemours g Co.,WQ /18'ANN.GLASS /16"HEAT STREN'D GLASS SQUARE BEAD P OPHONAL SILICWE I I 1 ALL GLASS TYPESGE-IM i j (!AG5 DOWSILICONESILICONE YY, DW 999 i 1 995 LIE-1100 GE-1100 i I DOV 11 mv aa" 1 1 8 a 8 h 6/18" NOMINAL 18" NOMINAL 7/18" NOMINAL GLASS TYPE '2' G TYPE 13' GLASS TYPE '8' PERFORMANCE VALUES OF IMPACT RESISTANT 1DND01S PERFORMANCE VALUES OF IMPACT]INSTANT MDDIS PERFORMANCE VALUES OF IMPACT RESISTANT TINDOWS NO 6Hurtum REOWRED RO SHUFfM REQUM W SWJrtERB REgUM F REFER TO SNEER 5 TNRO 7 FOR A13L4IA110H OEUM REFER TO&11119 a TM 7 FOR 9181AUMM 010149 REi1R TO 513=a 11M 7 FOR PWUARON ORA43 UIND09 MOL I GLASS TETE'D' GLASS TYPB'S 9fA83 TYPE'8' FINDOW DDM GLASS TYPE'9' GLASS TYPE'8' GLASS TYPE'e' Immow DIME. OLASS TYPE*Jr MASS TYPE"d' GLASS TYPE'8' O VAOTH H196HT EXT.(+) 1M.(-) W.(+)I Wt(-) EXT.(+) INT.(-) WDTH MW EXT.(+) INT.(-) EXr.(+) 1M.(-) ELL(+) W.(-) WNTH HEIGHT OFT.(+) INT.(-)W.(+) in._(-) ELL(+) INT.(-) 20' 110.0 194.3 110.0 198.0 110.0 196.0 20• 68.7 a547 110.0 198.0 110.0 196.0 18-1/8' 110.0 196.0 110.0 108.0 110.0 198.0 24• 110.0 181.9 110. 196.0 -110.0 195.0 24" 73.4 73.4 110.0 120.0 110.0 12OA 28-1/r 110.0 199.0 110A 196.0 110.0 10&0 rE 26' 110.0 136.9 110.0 196.0 110.0 196.0 28• 64.2 64.2 110.0 120.0 110.0 120A 37• 28" 110.0 140.4 110.0 196.0 110.019&0 Z 30' 35, 110.0 129.8 110.0 18SA 110.0 186.0 30' 66' 80.8 80.8 1t" 120.0 110.0 120.0 4r 110.0 12&1 110.0 19&O 110.0 195.0 r„ 3r 110.0 121.4 110.0 19&0 110.0 IWO 3r $7.8 874 110.0 120.0 110.0 120.0 19-1/8" 110.0 180.8 110.0 198.0 110.0 195.0 O 3B• 107.9 1079 110.0 195.0 110.0 186.0 38' - WA 80.0 60.0 809 26-1/r 110.0 137.5 110.0 195.0 110.0 tO&O 40' 97.1 97.1 110.0 196.0 110.0 120.0 40" - - 25.0 60.0 809 W.0 37' 983 96.6 110.0 194.5 110.0 120.0 g 9 W 923 923 110.0 120.0 80.0 8&O 20' 88.4 86.4 1104 19&0 110.0 1200 4r 883 68 6 110.0 12&0 110.0 120.0 tv 20' IIMC 188.6 110.0 185.0 110.0 106.0 24• 5&1 86.1 110.0 120.0 110.0 120.0 19-1/r" 110.0 144.5 110.0 19&0 110.0 196.0 n Ile 110.0 I= 110.0 195.0 110.0 195.0 28" M, 483 48.9 110.0 120A 110.0 120.0 26-1/2" 60^b/8, 98.7 104.3 11GA 155.0 110.0 195.0 �NM 2b• 110A 1183 110.0 19&0 110.0 INA 30' 489 4&0 110.0 120.0 110.0 t20A 37• 74.7 74.7 110.0 12&O 110.0 120.0 � G 3v 42' 110.0 111.0 110.0 196.0 110.0 125.0 3r 433 43.8 i t0A 120.0 110.0 120.0 42" WA 653 1100 120.0 1104 120A g a Z�I 3r 104.1 104.1 110.0 185.0 110.0 120.0 36" - - 60.0 809 80.0 609 19-1/8' 9&7 104.2 110.0 19&0 110.0 196.0 t3 p 38' 923 923 110.0 120.0 110.0 120.0 3r �, - - 00.0 OOA 60.0 809 26-1/r Or 743 77.9 1104 120.0 110.0 120.0 O 40' 83.3 83.3 110.0 120.0 i 10..0 120.0 36' - s.0 99.0 809 WA 37" 00.0 80.0 110.0 12&0 110.0 120.0 4r 79.3 79.3 110.0 1204 BOA 80.0 20' 829 520 110.0 120.0 t10A 12MG 4r - - 80.0 60.0 8&0 00.0 20' 110.0 145.7 110.0 195.0 110.0 IS" 24' 433 433 110.0 t2OA ttOA 120.0 19-1/8' 63.0 0&0 110.0 IOU 110.0 120.0 24' 110.0 121.4 110.0 1O&0 110.0 198.0 28' 78' 3&1 3&1 110.0 120.0 110.0 120.0 26-1/r 74-1/$ 48.8 483 110.0 120.0 110.0 120.0 Ig 29' 103.6 104.1 110.0 125.0 1104 120.0 30• - - 110.0 120.0 259 809 3Y - 5.8 583 883 89.8 g 30' 48, 97.1 97.1 110.0 108.0 110.0 120.0 3r - - 25.0 609 809 WA 37' 77" - - 86.3 50,3 86.3 86.3 1** e 3r silt 91.1 110.0 120.0 110.9 125.0 20' 413 413 110.0 120.0 110.0 t20.0 38• 803 60.9 110.0 120.0 110.0 120.0 24' 349 34.9 110.0 120.0 110.0 1204 # LIMIT MAX.LOADS TO 171.0 PSF R Q 40" 72.6 723 110.0 120.0 110.0 120.0 28' 84" - - 110.0 120.0 543 84.5 IUSIS ED n mw LOGIC BY'ME1R1'OCK' ♦�8 g 42' 69.4 69.4 110.0 120.0 80.0 80.0 30' - - 81.2 81.Y 51.2 81.2 20' 110.0 1203 110.0 185.0 110.0 185.0 3r 48.3 48.3 48.3 48.3 SIZE 37'X 77'APPLICABLE TO FLANGE fRAMES ONLY 5 BB 24' O&0 1073 1104 1O&0 110.0 19&0 SEE SHEET I 28" 882 923 110.0 120.0 110.0 120.0 10.1 30' 50.• 844 a" 110.0 120.0 1 0 ••• 0 0 ••• NOTE:809 oos t1aA 120.0 •110.0 12.0 •• • • • • • GLASS CAPACtiIES ON THIS SHEET ARE36' 719 71.9 1104 120.0 11D • • • ••• • BASED ON ASTM E1300-09 (3 SEC. GUSTS) 4 n=- ao• 643 P�83,3 110.0 12&0 •t o iR%a •i ••• i i ••• AND FLORIDA BUILDING COMM aa• 617 110.0 120.0 S" BO0 DECLARATORY STATEMENT -DE 2 20• 983 1tOA 19&0 110.0 195.0 ' 25.0E DIAD UCT REVISED !„ ag Its 24' 88.8 110.0 19&o IICA 120.0 P ing c 28' 76.7 tt- 120. 11 120.0 • • • • • �W�eNo30' 80" 73.2110.0 t20A 110.0•m 3r 70.2 110.0 120.0 t0Ai N?TE• • •t t t 38• ea3 ea.8 110.0 120 •t 10.0• • LOAD/AREA NITS • �- }3r�Z�� drawing no. 40• - - s&o s90 eo.0 W98-100 FOR +910.0, -120.0 PSF a 18.34 SQ. FT. 0.2• - - �a 0.o sea +110.0, -195.0 PSF a 10.00 SO. FT. ah6at Sat 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• 0 • I/$-TEMP.Wss 1/5'TEMP.GLASS A�M AR SPACE .090'Reflex Clear And Color Claw AR SPACE 090'Sallox Clear And Color Ghee 1/8•ANN.GLASS 'Eastman Chemtcol Co: 1/S'TEMP.GLASS By'Ecetmon Clremleol Co.' 075•so0ex CP Ylth PET Core 075'Sotiex CP WO PET Core INTERtAYERS By'Footman Cherabol Co.' INTE"YERS By'Eastman Chemical Co.' 0 .090•DuPont SentryClas 080'DuPont Sentr)*os By'E.1.DuPont Do Nemours&Co..Inc: BY'E.L DuPont De Nemours&Co.,Inc.' SQUARE READ t/8•ANN.GLASS t/S'TEMP.CLASS OPTIONAL. a SILICONE SD.ICONE ALL GLASS TYPES g GE-1200 GE-1200 DOV 99S IIOM 993 99 DOW 3DOV 899 Ajit SPACE CON8IRTIN4 OF: O SETTING BLOCKS SETTING BLOCKS M ETrAX AROUND :•'..�• 2/UTE 2/LITE THE PERIMETER OF THE GLASS. 3/4' INSULATED DU�ROMETER 85" 3/4' INSULATED p OMETER 85+5 Q) GLASS TYPE '2A' GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO swum R0akm 1x1 s umms w SMD(ERS REOAM EFER ey RTO S WUS 5 UM 7 FOR 9VSTLL1AM Of= REFER TO SNEEf3 5 fm FOR OISOOIAIIW/DEO118 RUM TO 9X[818 5 UM 7 FOR WAIMMM OMStN1 WINDOW DIMS. GLASS TYPE'2A'I MASS TYPE'9A' WINDOW DIMS OiABB TYPE'2A' OUA88 TYPE'OA' i11NDOW DRIB. OLABB TYPB'Pl' OIASB TYPE'9A' WIDTH MONT EXE(+) INT.(-) EXT.(+) If.(-) WIDTH MOW W.(+) INT.(-) EXT.(+) INT. -) WIDTH MOW EXT.(+) INT.(-) EXT.(+) 7Nr.(-) 20' 110.0 194.3 110.0 195.0 20' 86.7 8&7 110.0 169.0 19-1/8' 110.0 195.0 110.0 1954 24' 110.0 1819 110.0 195.0 24' 73.4 73.4 110.0 120.0 29-1/2' 28, 110.0 203.0 110.0 1954 (j 28' 110.0 1389 110.0 105.0 28' 94.2 54.2 110.0 120.0 3Y 110.0 145.4 110.0 195.0 Z 30' 36' 110.0 1293 110.0 195.0 30'. OB' GOA 00.9 tte.0 118.2 42' 110.0 125.1 110.0 195.0 3Y 110.0 121.4 110.0 195.0 Jr $73 573 110.0 1121 10-t/8' 110.0 19x8 110.0 195.0 O 30' 107.9 107.9 110.0 195.0 30" 80A 00.0 - - 25-t/2' 30-3/8' 110.0 1373 1104 198.0 S 40' 97.1 07.1 110.0 120.0 40' 80.0 80.0 - - 3Y 983 9B3 110.0 120.0 42' 923 923 110.0 120.0 20' 9&4 90.4 110.0 120.0 42' 889 889 1104 120.0 2M IIOA 1883 110A 195.0 24' 58.1 56.1 1093 109,3 19-1 n /8' 110.0 1443 110.0 793.0 24' 110.0 138.9 110.0 195.0 28' 484 48.9 95.3 984 26-t/2' HO-5 98.7 104.3 110.0 795.0 28' 110.0 i 189 110.0 195.0 30' 40A 40A 893 89.8 3Y /w 74.7 74.7 110.0 120.0 8 3K M 30' 42' 110.0 111.0 110.0 195.0 32' 43.8 43.8 85.0 884 42' 659 85.8 110.0 120A ZZ�Z LJ 32• 104.1 104.1 110.0 120.0 38' GOA 80.0 - - 19-1/8' 9&7 1041 110.0 1954 S C �y�S 30' 92.5 923 110.0 120.0 32' �• 80.0 SOM - - 28-1/2' 93' 74A 773 110.0 120.0 U o 40' 83.3 83.3 '110.0 120.0 36' 604 804 - - 37^ 804 80.0 110.0 1174 U g 42' 79.3 79.3 110.0 120.0 24' 52.0 524 101.3 101,3 42• 60.4 �A - - f� 20' 110.0 145.7 110.0 195.0 24' 43.8 439 8&4 85.4 19-1/8' 63A 634 110.0 120.0 24' 110.0 121.4 110.0 185.0 28' 78• 38.1 38.1 74.3 74.3 28-1/2' 74-1/4' 46A 49.8 909 90.9 gg 28' 104A 104.1 110.0 120.0 32' GOA 90.0 - - 3Y 599 59.8 - - 30' 4• 97.1 97.1 110.0 120.0 20' 414 413 84.8 80.8 3Y 77' 58.3 59.3 3Y 91.1 91.1 1104 120.0 24' 349 349 BBA SBA c tpK1 30' 80.9 00.9 110.0 120A 28' 84' 543 543 - * LWr MAX.LOADS TO 171.0 PSF 812 51 4(' 72.8 72.8 110.0 120.0 30' 511 51.2 - - WHEN IS USED POINT LOCK BY'OIETRLOW 4Y 69.4 09.4 110.0 120.0 1. 48.3 48,3 - - Es 20' 110.0 t293 110.0 198.0 �k#9ZE 37'X 77'APPLICABLE TO FLANGE FRAMES ONLY 3 Yf 24' 984 107.9 110.0 19&0 SEE SHEET 1 28' 923 923 110.0 120.0 N lei n so' $4.4 8B,3 110A 120.0 *00 ••i i i ••• i i 000 •• CAPACITIES ON THIS SHEET ARE • 32' �• Im9 809 1104 120.0 • • •• • • • • • ON ASTM E1300- SEC. GUSTS) 39' 719 719 na4 1200 • •• • • • • ••• • FLORIDA BUILDfNG COMMf SEN - 40' 943 943 t 104 120.0 ••• *00 ••0 ••• 0 0 ••• D CLARATORY STATEMENT DCl�S- EC-219 42' 61.7 61.7 110.0 120.0 JAM I AHW PRODUCTREVISBD � •T g 20' 98.8 112.6 ttao 1S&O • CAM 6scomplytngw Mthe Fl a 24' 85A 9&4 110.0 12MO t" fE� 28' 78.7 83.3 1 f0A 1 ••• •• 00: ••• ••• ••• NOTE Aeeeptenta� • • 30' 731 77.7 110.0 120" • • • • • • • • • • • • • • •• • • LOAD/AREA LIMITS Ry 3z' 701 729 110.0 120.0 • •• • • • • • • • FOR +110.0, -120.0 PSF m 16.34 SQ. FT. Do&po" �V`I 36' 549 649 110.0 120.% • • • • ••• • +110.0, -195.0 PSF = 10.00 SO. FT. 40• $0.0 80.0 W98-100 42' 80.0 80.0 - - APR sheet 4of '] . . . . . . . . . . . •• .. . • . •• .. ... . . . ... . . FOR ANCHOR PERFORMANCE V SEE SHEET 8 TYPICAL ANCHORS �Y SEE ELEV.FOR SPACING TfPOL ANCHORS TYPICAL ANCHORS SEE SHEEP 6 FOR OESCR{PFIINV 0 SEE EM.FOR SPACING SEE 8".FOR SPACING SEE SHEEP 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRG'TION MEIAL STRUCIVRES THX.MIN. SEALANT SEALANT a M n Q 2 1/8' .• : •a.a• .' 2 1/8`� I Zi QG°l •:°O�• °.V °� q \ O�e. a °^ :qd MIN. .49 2-1/2'MIN. 2-1/2'MIN. fNSTALLATION TYPE '1' D BUCK TYPE 11' ' ' JAL:PRESSURE TREATED PRESSURE TREATED TYPICAL INSTALLATION DETAIL ATTACHMENT TO Z ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES N i/8"MIN. 1� TYPICAL ANCHORS TYPICAL ANCHORS Ei SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING �_ �ESA �I N SEE SHEET 6 FOR PITON SEE SHEET 6 FOR DESCRIPTION _ 1 T III l 11 SEE SHEET 8 FOR DESCRIPTION y1 M 1 3/8" 1 I i t 3z Z�y SEALANT SEALANT II t -�lj ° :. '.••w• 2 7/8` 'O�a a a.'• ad 'O�a a °.'gad �' 8f 8fA q DUgt pJSTALIATXMt 8Y OTHERS , BUCK INSTALLATION BY OTHERS ATTACHMENT TO c 1'MIN. t"ksN. APPROVED MULLIONS J�(S'TALLATION TYPE '3' WOW BUCK TYPE 13' INSTALlAT1bN TYPE '4' WOOD BUCK TYPE '4' g q�g h18T�AL PRESSURE TREATED PRESSURE TREATED TYPIf.AL INSTALLATION DETAIL •• ••• • • • • • •• TYPICAL INSTALLATION DETAIL c•»^^ ON ALL FOUR SIDES ING WOeD •• ON ALL FOUR SIDES/USING WOOD • •• • • • • c�m=- • ,�L• • • • • • • {it7PoVIItL#- � •• 3/4'X 1'X 3/4'X 1/8' Engn PROOt1CTRHVISBD ,t AT ANCHORtLOGTXINS FIA.PE 1 70392 GOMOYdeBwithft n • ••• �•3mDD6t°WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN••LOADS IMPOSED BY GLAZING SYSTEM ANO TRANSfEfi HOR LOCATIbNTHEM TO THE BUILDING STRUCTURE. SHEAR CUP Ii sheet b of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • INSTAL•L_oTION CONDITIONS EQUAL. L•EG FRAME. (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TY)ICAL.ANCHOR SEE ELEV.FOR SPACING SEE SFffET 6 FOR CEOMMON / METAL TYPICAL ANCHORS 7vPICx$EE EUW.FOR%A G SEE EM. RSPACING t�N. SEE SHEET 6 FOR DESCRIPTION SEE SKEET 8 FOR DEStFPTION 8 sot 2 1/8" 2 1/8' ' f��Qjl eS QQ 91 2—t/2'MIM. 2-1/2"MIN. INSTALLATION f ATION TYPE '1' WOOD BUCK TYPE 't' INSTALLATION TYPE '2' WOOD BUCK TYPE 12' U PRESSURE TREATED lil671i818L:PRESSURE TREATED Z TYPICAL INSTALLATION DETAIL TYPICAL INSTMIO12N DETAIL A•jWHMENT ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES=NG WOOD METAL STRUCTURES ��{ f/a*W n71PICAI.ANCHMtS $NR SPACING SEESEE ELEV.FFDD ACING SEE ELEV.FOR SPACING 4j,". ET 0 R DESCRIPWN �� SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION 1 I gZ z Z I I I IEAM PK00'- Q e V• •.J 2 7/9' V °. a• d 2 1/8" 8 ':a v.`• •. . . ':o e.• �' ATTACHMENT TO < ° BUCK INSTALLATION BY OTHER < ° SUCK INSTALLATION BY OTHER APPROVED MULLLONS 4$fiS 1'MIN. t'MRL. INSTALLATION TYPE '3' WOAD 6A TYPE•3' • • • ILLN TYPE '4' WOOD BUCK TYPE '4' 2 _ -.--E--.- . . 1 9911 , ,:PRESy{1RE TWTEQp • • • :PRESSURE TREATED ' TYPICAL INSTALLATION DETAI••• s•i ••i •• i i ••• TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING ON ALL FOUR SID USING WOOD ' PRODIICTR8W%lD FIA.PE 70582 8srnmPlyivs wilt dto FWde ,I. • •.• ••• • caM A�tmmM 1 >; . . . . . . . .• • • • • • ratMn bete • • f$ ti 5 i• • • • •i 3020 CKSSUSTAIN,, /j dmwing no. W000 BUNOT BY CGI CORP., Musr . i•0 0 By • ••• • � Pry ' W98-1 QO LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER t '" THEM TO THE BIALDING STRUCTURE. v' sheat S,lof ••• • • • • ••• • • • • • • • • • • • • •• •• ••• •• • • • •• •• • • ••• • • S PERFORMANCE VALUES OF INSTALLATION ANCHORS PERI70RMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 6 FOR DEWS REFER TO SHEEP 5 FOR OETAaS REFER TO SHEET 5 FOR DEWLS ANCHORS W/O 911111AR CUP ANCHORS VMH SIISAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH 9H64R CUP ANCHORS w/o 998.08 CLIP ANCHORS mm smult CIfi WINDOW DINS. AT 17"O.a AT l0"O.C. AT 17"O.C. AT 10"O.C. ltlNDOW DIM AT lY O.C. AT 10"O.C. AT 17"O.C. AT 10'O.C. WINDOW onm AT 1Y O.C. AT 10"C.C. AT lY OX. AT 10"OA WIDTH HEtt W EXL(+)/INT4-)EXT.(+)/IM•(-)FXf•(+)/SN•(-)EXP•(+)/DH•(-) wm imf#it ExL(+)/INL- EM.(+l/S+Lt-)DR.(+)/u41'-(-)EXL(+)/0R.(-) MOTH HMW ExL<+)/INT•-)-4+)/Nf4-) E%T•(+)/W4-) � 26' 198.0 198.0 1643 190.0 32" 78„ 133.2 190.0 76.4 122.2 19-1/8• 19&0 198.0 149.4 195.0 F• 24' 193.0 198.0 129.0 172.0 30" 11&4 1893 87.9 -103 28-1/Y 26' 198.0 195.0 107.8 181.8 6 20' 1923 198.0 110.6 147.4 20" 195.0 IOU 119.1 190.8 3Y 198.0 195.0 77.2 118.9 g 30' 180.0 to" 103.2 1373 24" t73.1 195.0 99.2 1583 19-1/8' 19&0 198.0 1519 195.0 1$jC 32" 188.8 58&0 983 129.0 28" 78" 148.4 198.0 88.1 13&1 26-1/Y 38-3/8• 191.2 195.0 1093 14&1 a! 36' 1504 195.0 884 114.7 30• 1303 198.0 79.4 127.0 37" 1383 1823 78.8 104.7 � h 40' 135.0 Is" 77.4 103.2 32' 1293 19&0 74.4 119.1 19-1/8' 195.0 198.0 Wks 191.9 42• 128.6 171.4 73.7 96.3 20' 195.0 198.0 132.7 19&4 26-1/2' 80-s/8" 193.2 195.0 1103 1353 20• 195.0 198.0 132.7 17&9 24' se 195.0 188.0 IWe 168.9 3Y 13&4 173.0 794 992 �n 24' 192.0 19&0 110.6 147.4 28• 1083 188.0 943 1422 19-1/8• 1g&o 198.0 173.3 198.0 W 28' 165.3 195.0 943 12&4 32• 154.3 195.0 88A 132.7 26-1/2' 155.3 198.0 894 1353 3 30" 42" 15.4.3 10&0 663 117.9 3Y 63' 111.2 194.8 WA 111.6 32' 144 s 192.9 623 it" 42' 984 171.4 5&2 964 ' N 38' 1z&0 171.4 73.7 96.3 19-t/8' tWA iou 1303 198.0 el 40' 115.7 154.3 68.3 811.5 28-t/2' 74-1/4' 184.7 195.0 94.4 151.1 _ 4Y 1102 14&9 832 842 3Y 1173 18&8 67.6 10&1 n 20' 195A 195.0 1543 1915 ._. 24" 195.0 19&0 129.0 161.3 U 28' 192.0 79&0 lime 13&2 F, 30' 180.0 195.0 103.2 129.0 32 1�,8 i960 98.6 120.9 I TYPICAL ANCHORS: SEE ELEV.FOR SPACING o6 LI J8' 15m0 1875 884 107.0 C N 9 40' 135.0 Is" 77.4 963 I,/4" DIA. KWIK-CON R BY'HILT{•(Fu=tea KR,I1b157 KSI) 42' 128.8 18.47 73.7 92.1 I 1/4" DUI. ULTRACON BY'RECO' (Fu-177 KSI."155 KR) 20' 195.0 igSA 1373 195.0 INTO 28Y WOOD SUCKS OR WOOD STRUCTURES NNf 24" 195.0 195.0 114.7 172.0 0)g 28' 171.4 195.0 964 147.4 1-1/2" MN. PENETRATION INTO W000 0o 0ii 63 30" temp 1954 91.7 1373 THRU iBY BUCKS INTO CONC. OR MASONRY Z��` 32• " 1504 19&0 804 1294 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o 38' 133.3 1950 7&4 114.7 DIRECTLY INTO CONC. OR MASONRY V f 40• 1.4.40 1904 eeA 1032 1 I 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY o 42• 114.3 171.4 23. 983 014 SMS OR SELF DRILLING SCREWS GRADE 2 CRS) 20' 185.0 19&0 123.0 185.8 y ( 24" 160.0 195.0 to3.2 1543 1 I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901 28" 164.3 19&0 60.6 1323 INTO METAL STRUCTURES 3O• 144.0 195.0 82.6 123.6 STEEL: 1/8"THK. MAN. (Fy - 38 KSI MIN.) 80' ANCHORS.W/O SHEAR CLIP ANCHORS 111TH SHEAR CLIP O 3a• 1354 195.0 na ife.f ALUMINUM : 1/8"THK. MIN. (8083-T5 MIN.) 36" 120.0 180.0 663 103.2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) {g�Q 40' 10&0 162.0 619 92.9 1YPIT`.AI EDGE DLST 14CQ 0 42' 102.9 154.3 594 884 2� 19111 1 1954 195.0 140.7 LOA INTO CONCRETE AND MASONRY = 2-1/2° MIN. ® l9&o 195.0 W.3 1042 INTO WOOD STRUCTURE = 1" MIN. 26• f 7$3 196.0 100.0 t i i •e• i i ••• INTO METAL STRUCTURE = 3/4" MIN. $ �• O 98") 163.8 195.0 933 131.3 • •• • • • • • • • • • ••• • CONCRETE AT HFAD,SR}OR 3Ati{EiS f'e= PSI 32• 153.4 19&0 811.0 f23.1 • • • • • • • C-90 HOLLOW/MLED BLOCK AT MSS fm m 20 MN. 38' 138.4 782 • 10095•• •• • • • •• I 744 984 El. tODUC'TRRVL48 �20' 196.0 195.0 129. 180.8 CIN{{. �� as complying%vhh the 24" 187.5 19&0 107.0 1 OA RA.P£CAK363878898 DWIting Cede ^ - ?A' 72' 16.47 19&0 92. ••• *00 ••• ••• I Accep4mce No 30" 180.0 195.0 �.0• 00,4 • • • • • • Bxpllnp�e IS 8ffi 32' 14m8 198.0 803 • • • • •• • • P It • • • • • 11.11 • 91� dIOWIt Q no. 38 128.0 1754 71.7•• 1la3 • • ••• • / t �''-r sheet 801 7 • • • • • • • • • • • •• e• • • • •• •• PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILSd OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK gy4. INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHUM 3 TM 6 FOR WNM CAPACMES �V IMMM DIMS. WIND09 DII49. I mmo4 DDS. USE IAMIER APPLICABLE VALUES. MOTH NEW EXr.(+) INT.(-) WIDTH IIEIOHT Exr.(+) 1-(-) MOTH -Hr EXr4+) ICT.(-) +gg¢ 20' 110.0 198.0 20• 1089 120.0 19-1/8• 110.0 190.0 24' 110.0 195.0 24• 909 120.0 26-t/2• 28• 110.0 190.0 28' 110.0 1885 28• 80.5 110.3 37' 110.0 184.2 A = 30' 38' 110.0 182.4 30" 70' 78.5 104.7 42• 110.0 182.4 GY 32" 110.0 179.8 32" 80.0 604 19-1/8' 110.0 198.0 36' 110.0 177.3 36• 60.0 80.0 28-t/2• 38-5/8' 110.0 172.6 8 '� 40' 1009140.1 20• 102.7 120.0 37' 110.0 188.3 V 42' 97.0 x20.0 24• 88.2 120.0 42' 9&7 120.0 Q 20' 110.0 179.8 28• 78' 77.9 120.0 19-1/8• 110.0 198.0 B) 21c 110.0 189.8 30' 73.9 101.3 26-1/2• 50-81• 11o.o 154.7 0 2a• 100.9 1489 32' 80.0 60.0 37, 84.0 120.0 30' 42• 1039 141.9 2C 110.0 12MO 42• 89.8 1 120.0 32• 100.7 138.1 24' 97.0 120.0 19-1/8' 109.3 149.9 Vol 36' 97.0 1204 28• Be a" 117.3 25-1/2' 849 1183 1 40' 95.2 120.0 W. 804 80.0 37' 83' 679 93.1 814 SYS 42" 98.0 120.0 30.' �.0 60.042" 80.0 00.0 AT 0'FROM ENDS 110.0 20' 1`10.0 195.0 tB-i/e• 110.0 1849 .-. 24.O.C.MAX.AT HEAD/SILL ...: Z 24• 110.0 177.3 28-1/2• 74-1/4• 86.4 1189 #14 SYS 2a' 110.0 180.9 37• 60.o 60.0 AT 9•FROM ENDS Ul 30• 110.0 1549 18-1/e• 1099 1204 LLL�i�11S000��JJJ 17'C.C.MAX.AT JAMBS R U. 48' 109.1 120.0 28-1/2° 78' 84.0 1102 24"O.C.MAX.AT HEAD/SILL Q 36' 1039 120.0 37' 80.0 80.0 I I gj a. 40' 999 120.0 19-1/8• 106.3 120.0 e� 42' 984 120.0 28-1/2• 77' 82.7 113.4 a a n 20• 110.0 574.1 37' 604 60.0 M 24• 110.0 152.0 a 3 2e' 999 120.0 Zz e Z o 30' 98.6 120.0 '•4 ,4. ..e', a, o 32' 84' 919 120.0 4. .. 4,.• .4, a+. e4•.. �p 38' au t183 .4 • ,e• C 1 AA FROMTYPICAL ENDS AND HORS TYPE W OR'8' TYPATICAL FROANCHORS ENDS AND W40- 52.2 117.7 O 4Y 80 8 i t0A 2 4/2`�N 17'C.C.MAX.AT JAMBS 17.O.C.MAX.AT JAMB 17.O.C.MAX.AT WAD/SILL 1• 24"O.C.MAX.AT HEAD/SILL 20• 110.0 153.2 24' 974 133.0 INSTALLATION TYPE 'S' WTALLATION TYPE 28' Sell 119.0 TYPICAL ANCHORS: SEE a".FOR SPACING 28Y WOE eudc OR WOOD srRucnlREs 332• w• 794 105.8 A- 1/4"DIA. WK-CON 11 BY 'HtLri'(Fu=tea Km,Fy=157 I TYPICAL INSTALIATK)N DETAIL c 3s• 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/ 01 40' 60,0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (I$(t ALUMINUM BUCK SYSTEM 3 42' 804 60.0 B - 1/4"DiA ULTRACON BY 'ELCO' (Fu-177 XS4 fy-158 KSI) 20" 110.0 171.0 DIRECTLY INT R B CK W21 W 1079 120.0 4 • W s • •s845 • �• 959 120.0 1-1/4' Mibi EMBED [WO40014CRSTE• • • • oea30' 88• 91.3 120.0 2-1/4• MALT•EMSED•I141'odQI:UT�]L�O% • .032• 87.3 119.7 C - #14 SMS (GW 26W)& ••Goo • • • •• ,8 1.125' 60.o 60.0 INTO 261 W000 BUCKS OR WOOD STRUCTURES „ C0i14 80.0 60.0 fb da1-1/2" MIM. PENETRATION INTO WOOD7oa9a 2' 974 120.0 • ••• • • .901 CAX a" 1179 INTO CONCRETE IND MASONR'A= 2••1/2" MiN ALUMINUM BUCK OPMONAL COVERi30" • 81.7 112.0 INTO WOdD•STRLtWRL0'=•1".%Itt • i8083-TB 8083-TB .t77.9 1069 • • • • ••• •CONCREL A?HEAD,SILL OR JAMBS f o<3000 PSI MIN. � ..% 3 W98-100 C-00 HOLLOW/FD.LED BLOCK AT JAMBS fm - 2000 PSI MIN. sheat 7 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI- ME MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOAH ww.v.miamidade.eovlpera/ CGI Windows&Doors 10100 NW 2e Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,includin the Hi Veloci Hu ESCRIPTION: Clipped,Extruded Aluminum Tube Mullion with#373 Framing Member--L.M.I. PROV :Drawing No.M95-13,titled-Mullion Elevations and Details",sheets 1 through 5 of 5,dated 11/25/95 with revision E dated 12/21/11,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the ' of Acce tance number and ex ' e County Product Cool Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: c 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",unlesskerwise••••e• noted herein. •• • ••• • s • • • RENEWAL of this NOA shall be considered after a renewal application has beer lIg ind there bas been• , no change in the applicable building code negatively affecting the performance of th4.product,.• ;••••: TERMINATION of this NOA will occur after the expiration date or if there has&t a revisioninchange•;••. in the materials,use,and/or manufacture of the product or process.Misuse of this MWds an aMllwnent of any product,for sales,advertising or any other purposes shall automatically tern t alt this NCA!Vailure •• • to comply with any section of this NOA shall be cause for termination and remov4 cMA. „••;, ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,:Florida, at�••• followed by the expiration date may be displayed in advertising literature. If any portion 0 t1:d:40A Is • displayed,then it shall be done in its entirety. •• • INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#08-0429.04 and consists of this page I 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. OA No.12-0203.1 piration Date: April 26,2017 3/t�11114 Approval Date: March 22,2012 1 Page c CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. I Drawing No M95-13,titled"Mullion Elevations and Details",Sheets 1 through 5 of 5, dated 11/25/95 with revision E dated 12/21/11,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 aluminum fixed windows mulled together,prepared by Hurricane Test Laboratory,LLC, Test Report No.HTL 0080-0105-08,dated 3/26/08,signed and sealed by Vinu J.Abraham,P.E. (Submitted under previous NOA#4$-0429.114) 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC PA-202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI- 96-525,dated February 12, 1995 signed.and sealed by Hector Medina,P.E. (Submitted under previous NOA#02-0123.0 • 3. Test reports on: 1)Large Missile Impact Test,Loading per FBC jPA,;201-94°... ••• • along with marked-up drawings and installation diagram of an.ab minum 5%6d: ••••%• window,prepared by Hurricane Engineering&Testing Inc., TosNeport No'HET14....: %-525,dated 10/30/95,signed and sealed by Timothy S.Mardi,P.E. V. '• ' 00 (Submitted under previous NOA#02-0123.07) °°°° . •4° ...... .... ..... C. CALCULATIONS ...... 1. Anchor verification calculations and structural analysis,complying* ith 148"2010, 000000prepared by Al-Farooq Corporation,dazed 4/14/08,5/28/08 ank ted A I j��5111,�••°° signed and sealed by Javad Ahmad,P.E. ' 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting;Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. None. •141 Perk,P.E. Product rol Examiner NOA No.12-0203.13 E iration Date: April 26,201 Ap oval Date: March 22, 2 '-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated November 15, 2011,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of no financial interest,dated November 15,2011,signed and sealed by Javad Ahmad,P.E. 3. Laboratory compliance letter for Test Report No. RTL-0080-0105-08 issued by Hurricane Test Laboratory,Inc.,dated 3/26/08,signed and sealed by Vinu J. Abraham,P.E. (Subtu tied under previous NOA#08-0429.U4) G. OTHER 1. Notice of Acceptance No.08-0429.04,issued to CGI Windows&Doors for their Aluminum Tube Mullion with#373 Framing Member--L.M.I.,approved on 06/26/08 . and expiring on 04/26/12. ...... .. . .:.... sees* g ...... • • • • eggs •• g • g • • f/U'WOOAA�a.� Manu Product Contrbtpaminer NOA No.12-0203.13 piration Date: April 26,201 IA royal Date: March 22,2 2 E-2 2.085 Ice VENT MEMBER �t• n_ 2A7S TYP. .835 COI 38M .768 FRAME MEMSER z 1.307 L510 CGI-373 1.625 8969 22L$ � 1 A80 TYP. ' .798 am - - l� FRAME MEaBER CM-386 nu� �-388 ii33 FBBME aol1oo CGI-373 2215 6 df g8 160 tl��j LL .715 4..OI W CO-373 EMBER cl 1.500 6 .100 875 VENT CM-387 1.�0 ' 2.000 3.000 .000 Lan 125 0-111 ALL MULLIONS: 6063-TS ALLOY. 1/8"TYP.WALL THICKNESS L6Ps MULLIONS CONTAINING WINDOW FRAME MEMBERS AT EACH SIDE. HORIZONTAL OR VERTICAL o tyry „ _q,�p._,�„� SEE TfO10W OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 6083-TS 6 LL 2215 O G 160 c M P CL I! Q �lijj tV M A ® L.B00 loo sI ALUMINUM TUBE MULLION o WINDOW FRAME MEMBER INCLUDED IN PROPERTIES o 5 - G MEMBER '� o � 2- FRAMING MEMBWX388 + 387 3- FRAMING MEMBER $388 + 3871G INSTRUCTIONS: •g ym USE GRAPHS ® 3g G ALSO ANY COMBINATIONS OF ABOVE, cHARrs GRAPHS AS FOLLOWS. <R Sal 8083-TO STEP 1 DETERMINE DESIGN LAAO REWIRED PER ASCE 7 m R NOTES: FOR PARTICULAR OPENING. MULLION I ON C IP THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 'S'TEP USE COT AONNECTIONO WINDOWS TO MULLIONAS PER PROAL Cd-383 REQUIREMENTS OFFLORIDA BUILDING CODE 0M;{.UDINO HIGH VELOCITY 8083-T8 HUI60CANE ZONE W WITH DESIGN WCL SHEET 2 8c 3 ELECT MULLIONSP SIZE STEP 3 WITH DESKI•L RATOKi MORE THAN DESIGN LIX�D SPECIFIED ALL DIAZNO PRODUCTS USED WITH THESE MULLIONS MUST MEET THE IN STEP I ABOVE. S APPLICABLE BUILDING CODE REQUIREMENTS LE:WIND LOAD,WATER INFILTRATION, FORCED EN�*TR�Y RESISTV OS ETC. USING GRAPHS ON SHEET 2&3 VERIFY ANCHOR CAPACITY o WOODS ♦ yM P WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED LOpDS•f0 THE "�'.4 affop Ei PRiPERLY TO TRANSFER IN STEP I ABOVE. STEP S CAPACTIY,0�TC6ij�AZp� PRODUCTS AND 2.000 � ANCHORS�SHALL BE•d a8TE8!SIkCEtl AS* ON AIS.EYBEDILQRT GUST EQTW:OR E>tQEfO REWIRED TO BASS�E••MIEEf&WALL•SE 6EYAiD A.M; TILE ETC.). .r ANCHOUG CONOTTIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ri D L I� L >1TICTRSV1+48O , ARE NOT PART OF THIS APPROVAL `IIIA PEMW7pp1yin8xitDtllOP$ 8 C � .�LfldibS(bda k k .b---2A00—moi a LOADDLIRATI INCREASE IS USED IN DESIGN OF RS 0R0 W000 0P0.Y. . bNbo / y IOINO BIIT•"T O TTHAT OF TIME $ $ tTHE WIW odR DISIIMBARMEtiT THE "I' \�,:,' ;gl drawingno. � FLG�A�I.OD.�sEcrlaT 2�3.B.f. MULLION QUPS.,' M95-13 6083-T6THESE•MULUONS ARE?tATED IFOR LAITr(�` & S&ALL MISSILE IMPACT ::`�•`.i;,••'" sheet t of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • itilEMERN ... .. , ... . ..■ "- am== ftmmffimkmm�� . /��■�� ■■fir�■ ■��■��■ �� n \\�■■■ MENU■-■■■ , NOW■m■_m■ Oft"Mmmm ■ --`�■■■ I`-■'-■AllaOmmmm ■ ., _mmmmmmm 011111 Al 1l a. c3; _i m TRANSOM MULL LOAD CHART m TRANSOM MULL LOAD CHART m TRANSOM MULL LOAD CHART N lw2 TRANSOM MULL N 1x3 TRANSOM MULL N 1.4 TRANSOM MULL m T1X2-1 T1X3-1 T1X4-1 m � m Y r Np S3' MULL SPAI to toyjjj N r p p a0 63- L SPAN O m --�(g -1/4" SPAN -110 OJ Q a 74' LD U) 80. m 74" M m xC m 21. . :�d 0 y v 30 40 50 60 70 BH 30 40 50 60 70 60 30 40 50 60 70 80 o C TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES R g 4 apf Y N CONSULT LINO NOA Q m ANCHOR LOAD CHART m ANCHOR LOAD CHART FOR WINOOaf AMS LOCAMONs ARCHES TO BE INSCRISED m ANCHORS 'A' t"v ICHORS 'B' wullrotR RME Rl=ANGtAAR SHAPE wo LR ID _ 8-1 4" i�� CLAM PRODUCT N to to m 3 i J@ g L SAN am � ORS r m ANCHORS z� H � m m L S WGLUMGLAZING D a` W PRODOCT PROOM MULLION AND ANCHOR CHARTS • • • • • • •• ON THIS SHEET APPLY TO • • HORIZONTAL MULLION AND IT'S g u ID nm • ••• • CH RS ONLY.I • • • • 8 • • •• •� JAM AMM' Imo m MLRUON SPAN as 00 RBV188D I#Ii1.p` ftm can wtlhdwFbft Bufmft owe M N • •• •• • • A No I I irr' 8 30 40 50 60 78 80 30 40 • 50 • 0• • • TRIBUTARY WIDTH - Wl s W2 **,�� • j • • 7(6 •80 •• • • 4 liy u drawing no. TRIBUTARY WIDTH - INCHES TRIBUTAt<tiY YSDTH • FICHES• • • ` :1.'a`.•" 1u195-13 ••• • • • ••• • TYPICAL MULLION ARRANGEMENTS sheet 3 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i ACCESS MOLE n MULLION I j I I MUWON I 1"%3 4"�X I"x CHANNEL / 812 S. M.S. INTO lHTO CLLMIIOWN 2/CHANNEL. I TYPICAL ANCHORSPER CLIP --------- I TUSE MULLION L6 A Din F� n THIS SCREW CAN BE INSTALLED IN EITHER 1 1 ryry STRUCgURES I I 1 ZEIAL MOTION STRUCTM W 1 YG �R p� INTO.2BY WOOD BUCKS OR WQI STRi IrTI1RFS INTO METAL STRUCTURE 1 PER CUP AT nri 3j/04 aro •UBE MULLION 8i 3 M zt)j 2 PER CLIP AT 1XMULLIONI I .I 3 12 ANCHOR DETAIL #1MULLION q 1 II 1 WOOD BUCKS D METAL STRUCTURE NOT BY CGI WOW 2 ANCHORS . a 1 I TYP@C 1 1 AND h ------__ ---^----- 2 PER CUP 1 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o dAND TRANSFER THEM TO THE BUILDING STRUCTURE. 12 R MULLION_ bFP� d i i TYPICAL ANCHORS: SEE ELEv.FOR sPAcm; 6 A2 1 .DIn ----` TYPE 'A'- t/4" DIA Ln TRACON (Fu-177 R81,fy-155 KSI) < M INTO 2BY WOOD BUCKS OR WOOD STRUCTURES N lay YYOOD I I �v 1-3/8" MIN. PENETRATION INTO WOOD !~^ a d a . d 0 1 THRU 1BY BUCKS INTO CONC. OR MASONRY $ 4 i d I I ° 1-1/4" MIN. EMBED INTO CONC. OR MASONRY d a. a to .4.de TYPE 'B'- 1/4" ow LLV"N BY 'ELCO, (Fw177 x%Fy-155 KSI) m a .d. .d a" .e 1. � DIRECTLY INTO CONIC, OR MASONRY THRU dtBY BUCKS INTO CONIC MASONRYOMASONRY ° a 1-1/4" MIN. EMBED INTO CONC. OR MASONRY e d $ TYPE 'B'—814 SMS OR SELF DRILLING SC=REWS (MOE 2 CRS) 9FFSET CLIP OPTION INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 1 I 1 MULLION- TYPICAL .. . . a°-• a A •i •+iiI• ••••••d ••••• • •• • 1 'I II de�-•+ • TYPICALDe QCDiISJ1 Ta�M MULLION MUILIQV CECIM INTO CONCRETE AND MASONRY.- 2" MIN. 2 PC i INTO WOOD STRUCTURE - 1" MIN. ---- ---- Ir----- INO METAL STRUCTURE - 1/2" MIN.---- •• • • 51 �m CONCRETE ATHA),.S9ORJAMBS Pc PSI C-AO HOLL 94Q ,AJAM fm MIN. •• #. * titlldaFfe . caft 7 �• 1 Q I • . (.o a :.\'... t1' :i.. PRESA51•CONIC. a • • • 94 •• •• • • • • • ••� �� M959 13 _DIRECTLY INTO CONC, OR MAWMW*; ; ••• ••• ••�- N 1 '.• sheet 4 of g OV • • • • • • • • • • • •• •• • • • •• •• S y« b L250 MIN L890 MIN. V ^ NULUON i - 1 1 I NULLM I 1YP II LP R ANGIECHORS I 1 31PER ANGLE Z 0 rpn I I 6 i i A q I I b IKh g� woo s>�ucnrREs 1 ' 1 g E a a �Mmm riPICAL ANCHORS 0C O I PER ABLE J 1�LL INTO 2BY WOOD BUCKS OR WOOD STRUCTURE: INTO METAL STRUCTURES $ OL N MULLION I j TYPICAL ANCHORS 1 1 14 SNS 1C Q"--^^^^- ------- 1 PER ANGLE PER ANGLE W ° ®rpn I 1 Q K i I U)Z M OrR T P e d 4 A . .4. • p alp • , d. I a A . e 4 O -« 1850 MM s MUUJON , I I NUUMN I I IYPI1 A i i 2I PER ANDIX 6-^-- --- -- - -- ' 3 _----- lip 1 I • :, (D • •• • • • • • An n •• • • • • •• r.,,py , RBVWW t "� 111"f cre yhlga dtaNloitQ• d I , :. .a do 1 •O V '! 4n CAIN. h'. Daft drove nq no. sa; do .. • • .• w M95-13 DIRECTLY INTO QNC, OR MASONRY,; •.• �•� ••: • ,I,! sheet$of • • • • • • • • • • •• •• •• •• ••• • •• •• • • ••• • • MIAWII•DADE lvflAlti-RADE COUNTY isumm PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) Kw w.aiiamldo,de.amrecanomv CGI Windows&Doors,Inc. 10100 N.W.2e Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the Hi Ygloci Hurricane DESCRIPTION:Series"Ib0 Sentinel"Aluminum Ou#swing glazed Doars whva Sidelites- PROVAL DOCUMENT:Drawing No.W13-41 Rev A,titled"Series I60 Sentinel Outswing Doers",sheets 1 thru 11 of 11, inclusive sheet 9.1,prepared by Ai-Farooq Corporation.,dated 01-03-13 and last revised on JUTW*Uj 2013, Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product ControLApproval st9tapowith the*•••;• No ' Acceptance number and approval date by the Miami-Dade County Product Control 8cAon. •• ;•; •° MISSILE IMPACT RATING:Large and Small Missile Impact •••••• •• •••••• L m at oils: •••• •• • 1. See Design Pressure ratings single and double doors in sheet 1,single sidelite in shy And door mullion in•• ••• sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to thowgim asseTWy►!• •°••• 2. See giazing option in sheet 5 and locking hardware in sheet 9. •• •• •••• •••••• .. ••• • LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo�c`lj,state and serjes and•••„• following statement: "Miami-Dade County Product Control Approved",noted herein. • 0 ;••••• RENEWAL of this NOA shall be considered after a renewal application has been filed andtlreielas be9ft rpghange • in the applicable buiWing code negatively affecting the performance of this product. •• • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages E-I&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishag I.Chanda,P.E. MIAMI DADfi COON NOA No.13-0226. • E -,� Esplratlon Date: August 08,2018 Approval Date: August 08,5 8,2013 Page 1 CS�t�`l�i . T CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W13-01 Rev A,titled"Series 160 Sentinel Outswing 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 JUL 31,2013,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94(+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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 02/11/13 and last revised on Jun 04,2013, signed and sealed by Javad Ahmad,P.E. 3. Glazing complies w/ASTME-1300-02&-04. •••• . . .... ...... D. QUALITY ASSURANCE .' • 1. Miami Dade Department of Permitting,Environment,and Regt'1•pjgry�Affairs(PfRA).• • ...... E. MATERIAL CERTIFICATIONS '•••• ••• ••••• s s 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNeme)Vrs V&Co.It✓!for their DuPont Sentry Glass®Interlayer',expiring on 01/14/17. go • g• 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical E�omjtny(k4A)dormer....:. Solutia Inc.for "Saflex clear&color glass interlayer",expiring onA5/21/16. �••.•, 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical bA$my(1VjA):14mer• • Solutia Inc.for "Saflex CP-Saflex&Saflex HP composite interlayer w/PET co*fb",' expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation,dated 02/11/13,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendwn letters,as part of the above referenced test reports. G. OTHER 1. Test proposal# 12-0553,dated 04/25/12 approved by RER, E f 4.�gg , haq L Chanda,P.E. Product Control Examiner NOA No 13-0226.06 Expi ation Date:August 08,2018 App val Date: August 08,2013 E-1 37-1/a• ,•� .72• �V DOOR FRAME WIDTH DOOR FRAME WI H2 ANCHORS HEAD ANCHORS AT STILB ENDS QUANTITY CHART +� SEE CHART FOR QUOM 6`MAX. 3` AT STILE ENDS •� 3° 8° 3° ANCHOR TYPE Z HEAD/S91 �°�' �`�' SHIM 'A '8' 'C' 0 a co1RaERs A t/a• a a a � 8 i 1 1 3/tP 8 8 8 I I I / i Q D SHEET 9 SEE SHEET 9 R Ctw itmts \ DA t o3 n \ it 1 �- By,bL u 1 1 I1 SERIFS 100 SENTINEL 33 a 4 acTlvE 1 atTlve I I- ALUMINUM OUTSIPING DOOR {Y/ 3IDELITSS B APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX)LEAF DOORS 8 3 wmTR OR WITHOUT sIo£ur£s. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. t3 $Z� 'a a SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS 01�IGN LOAD CAPACITIES. 23 1/2` togill 1/2• SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. DLL OPO• 2 ANCHORS D.L.OPO. D.411 TYPE,B SE£SHEET 4 FOR SMITE TO OAR MULLION CAPACITY. 'S 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR. SIDELTTE OR MULLION CAPACITY AT STILE ENDS.. TYPE'8' FRSE ALANTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. AT STU ENDS MAY BE USED TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ('x ) ( XX ) REQL NTS O•THE CURRENT FLORIDA BUILDW CODE DELUDING HIGH VELOCITY HURRCANE ZONE(HVH*L DOOR OPTIONS `�� 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE o DOORS LOAD CAPACITY- PBF DOORS LOAD CAPACITY -PSF ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS 8QaG18 DOORS(7Q DOUBLE(XX) EMBEDMENT TO BASE MATERIAL MAL BE BEYOND VA'RLL DRESSWG OR STUCCO. DOOR DIMS. RAM.or INSUL-LAM. DOOR DIMS LAM.or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAMEFRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL. WroTH "mHEMIT Ext*) salt—) SM WIDTH NEW EXT4+) 't—) 37-1/4` 38• 98• 80 80 •7100 3!F 980 80 80 A LOAD DURATION INCREASE 6 USED M DESI(Dd OF ANCHORS INTO WAD ONLY. NOTE: • MATERIALS Dx2.UM BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT THAT COME INTO 4 VERIFY COMPLIANCE WITH EGRESS LIMITATIONS 0 REQURRtD.••• • • ••• •• CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS • • • • 0 • OF CURRENT FLORIDA BLDG.CODE SECTION 2003.8.4. •• •• • • • •• Lmwewo FLUSH LY EMGACED TO HEAD AND SILL WRING DOOR D.L.O. DIMS. FLA.PE 70M 1i i cA.R PERIODS OF HURRICANE WARNMO. �.1..0. H 12.875` y � � NOTE: 0• 4000 ♦O�W�tx�) i r�IE flADTH - 13.75" y, $ 8 GLASS CAPACITIES ON THIS SHEET ARE • i •0 0. (XX o00RS)•= �iRAME WIDTH - 25)/2 L 3 1 )1 3 BASED ON ASTM E1300-04 (3 SEC. GUSTS) • • • • 0 00 0 0 droving no. AND FLORIDA BUILDING COMMISSION ••• • dborlApDams alfs{iaRATEt>•foR tARc£ANO SMALL MLSSILE IMPACT. W13-01 DECLARATORY STATEMENT DCAO5-DEC-219 SHUTTERS ARE NOT REQUIRED. sheat 1 ottt • • • • • • • • • • • •• •• • • • •• •• 37-1/4• 7r z DOOR FRAMEYAQ1H 2 ARMORS DOOR RTAAffi YADTF! HEAD ANCHORS AT STILE ENDS QUANTITY CHART HEAD 30.1 A te'{- T STILE ENDS .C. H•CORE" A 8- 3• SEE CMARt FOR WANOIY am ,A,ANCHOR'S' 'C Q $ CORNERS 'II I/4' 4 4 4 �7 � 3/8` 8 e g � t t I itLOCK OPTIONS I \ I C _ SEE SHEET 9- 1 ====11== Q '� $ -,,r- N FOR SPACING Twu EXCEEDS at• It tI AW AN ADDITIONAL ANCHOR BEMEEN HIRGES ON DOORS OVER it II QC ACTNE I ACTIVE I I Z Z } $ B e s a 23 1/2• 23 1/z' 23 1/2- $ O D.L OPG. 2 ANCHORS OA.OPG. DA.OPO. �tseaep1y1a8wNA rfm'Er AT STILE ENDS 4 ANCHORS SURFACE APPLIED f TYPE'B• FALSE YUWINS - T STILE ENDS MAY BE USED ad TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR - CXR � xx NOTE: SEE SHEET T FOR DOOR CAPACITIES f1a �i 7�2 S cA.N. � k • • • • • • ' ' JU1 2013 dl. In •• • • • • . • •• • . ,3 • •• • • W13-01 street 2 of 1 T • •• .. • • • .• 0. 144•MAX. 140J $ 371/8- 72 38' 72' $8' SEE CHART FOR WMRIIY n SIDELITE WIDTH S1DEM YAM DOOR FRAME YAOTH SWELITE YA 8'MAX. 8'MAX. [LVAD ANCHORS Z 3• g• 3• AT ST1I8!t AIT)LWON ENDS itANTM7 CHART crorau FCORNERS A — / ANCHORT3PV SHIM c I0• '� 1/4" 4 4 4 3/8' 8 8 8 n s - . H H H it a '• // 'p LOOK i J� i F SAME LOCATIONS �/ SEE 9 I AS CHORS$" M1 ON $ d c %/ Lig n , I n N (^ N It 11 II 11 �N.-�L ACTIVE 1 1_ 9HACTIVE a{ OO M us 31 1/8" 31 1/8" 1/g• 23 1/2• 31 1/8• D.L.OPO. DL OPO. O.L. D.L.OPG. O DDSIGN LOAD CAPACITY-PSBa ANCHORS �� SIm-ffE STATSONARY Pan(o) TYPE'� MAY s10ELDe FRAME TYPICAL ELEVATION TYPICAL ELEYATION AT 57U AND YADTH HEIGHT (SEE NOTE BE(.OYQ ( 0 OXXO ) MULLION ENDS INCHES INCHES W.(+) INT4-) ) ( road �e1PIY19g1vR991t 23. --sp—,c75 SIDELITE OPTIONS O 80.0 =a y - 33 80.0 8D.o 80 38 8 0A A 37-1/8 77.8 77.8 111 73.8 73.8 42 �.9 Sae SIDELITE O.LO. DIMS. 3.2 24 80.0 no .00 ••• • • ••• • • ••11L.0. HEIGHT - FRAME HEIGHT - T2.870' 30 80.0 90A • • •• • • • • • D.L.O. WIDTH - SIDELITE WIDTH - 8'STAND ALONE SIDELITE ONLY 33 80 800 80A • •• • • • • ••• •D.L.O. WIDTH - SIDELITE WIDTH - 4.870 SIDELTTE TO DOOR ONLY 38 SpA 80.0 ••• ••• ••• ••• • • ••• p CVA.37-1/41 nA ne e 39 73.8 73.41 %P X7824 80.0 80.030 SOLO 80.0 • ••• • •• • • • • • • • • • 33 98 SpA 80,0 • • • • • •38 41o.D �o •s i. • : : : • • •: : : 1U 2013 37-1/8 77.8 77.9 ••• • • • ••• • ,,,,.,,• sheet 3 of 11 ••• • • • • ••• • • • • • • • • • • • • • ••• •• ••• •• •• •• ••• • •• • • DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR DOOR SMELITE SIDIONS TO DOOR MULLION FRAME SIOELITE SIDEUTE FRAME SCELITE FRAME SIDELITE FRAME SIDEUTE LEAF FRAME WIDTH WIDTH WIDTTL MOTH �.Wom -I W DTH WIDTH WIDTH ntf WIDTN TROTH HEWHT (SEE NOTE BELOW) INCHES WCHES INCHES E%T44) INT.(-) 24 80.0 a" r 30 8DA 80A 33 39 94 80A 80.0 / I / #11, / \ 38 80.0 80.0 YY� 444222 37-T/8 77.8 77.6 39 73A 73.8 42 88.8 9&9 2480.0 80A \ \ / 3D BOA 80.0 0 4 n d) 33 39 90 .BOA 80.0 4 ( )' (xOx wt 39 80A 80.0 FL 37-1/8 77.9 77.9 SIDELITE DDDR FRAME SIDEUTE ODOR FRAME SMEURE s 30 73A 73A WIDTH WIDTH WIDTH WIDTH WIDTH Q 24 80.0 80.0 - 30 80.0 80.033 38 96 80A 80.0 /O \C N H 37-1/8 A 770 'H / \ / o\ ( H o O ENO MULLION -�OM ANCHORS H J SEE SHEET 3 SEE SHEET 1 Qg�Zrrll7 og �-Mpb {*jib DH � god .ZZW �Sc LEAF WIDTH pn SIOELITE WIDTH DOOR FRAME WIDTH DOUBLE 77 MAX c SIDELITE TO DOOR 1NSTEMONS: NOTE: USE CHARTS AS FOLLOWS. •• ••• • • • • • •• GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • BASED ON ASTM E13OO-04 (3 SEC. GUSTS) 1. SELECT WaE OR DOUBLE DOORS CAPACITY FROM • • •• • • • • • AND FLORIDA BUILDING COMMISSION TASLES ON SHEET 1. • •• • • • • ••• • DECLARATORYSTATEMENT DCAO5—DEC-219 2. SELECT LOWER OF smai E TD DOOR MUIUON • • • • • • • • • V CAPACITY FROM TABLE A90YE. •• ••• •• • • • •• ..-J= 1 i 3. 3SS8 LOOWEREM�VALUES STEPS 1 OR 2 WILL APPLY FLAG•/ 92 e 1 1111 2013 •• • • • • • • •• • • drorrtng no. or ••• • • • ••• • sheat 4 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z � n w� 3/8`AIR SPACE 3 18'ANN.GLASS 3/18'HEAT STRENRI GLASS 3/18'AtBdFAIEO GLASS .090 SAFIEX BY'EASTMAN CHEMCAL C0.' .�SAtT.E1t PVB SY'EASTMAN CHEMICAL CO: ,Ogp ,�(PVB BY'EASTMAN Ct1EF9CAL CO.' ,^ IN7ERlAYERS .A09�0 SAFLDC ByV*EASTMAN tSffAIICAL Co.' INTERLAYER --�.�0 SENTWOLAAS BY'`OWONT' 1NiEEASTMAN CHOW-AL CO.' RLAYERS-�•.090 SENTRYOICP AS Y ASTMAT'CHEMICAL OW 3/18 LLLLLL 3/18'WAY STREN-0 GLASS ,t 9&1CONE � 3/18'HEAT STREN'D CLASS DOW CORNING 99 DOW CORNING 995 DOW CORNING 995 N CORNINGDOW GE-12DO GE-1 898 MAY CO8904G 899 tiE-12G0 p M14 \ \ 14 \ ,� i \ Z�g / + AIR SPACE CONSISTING._0 ST STEEL METAL 5P AROU THE PERIMETER OF E 7/ 7/18" LAM. GLASS A�� aHA Me c 1" OVERALL INSUL LAM. GLASS 11Y1911 161 o GLAZING OPTIONS N °� . .. . . . . ... . FLA PE •• ••• •• • • • •• E�9n.GVIAO � CIVI J CAN. T1982 . . . . . . . . JUL 013 • • . • • • • • ' •i droatng no. �i i• • s i i • • i i ••• • • ••. • W13-01 sheet 5 of 1 • • • • • • • • • • • •• •• • • • •• •• 28Y vim BUCK �� $ EDGE DIST. SEESEE tSEVA'D�i3 OSf. SEC NOTE TYPICAL ANCHORS Illy WOOD BlKyt I OR kM WOOD STRUCTURE FOR SPACOR`. a SEE NOTE SHEET 1STRUCTURE dt F-1 crWQ v O I i i 21 12 ~ rYPICALTYPICAL ANCHORS El NCHORSR ONS 13 SEE ELEVATIONSTYPICAL S � SFE ELEVATIONS FOR SPACING t - I FOR SPACING FOR SPACING 1 I 1 --.............---------_— a 1 I I iI q DADE COUNTY APPROVED PED 1j gg z sygJ I I I �j SEE SEPARATE NOA If Ij y3 WOOD BUCKS AND METAL.STRUCTURE NOT BY CGI WINDOWS --------- ----___.) al MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM pg AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANCHOR-S: SEE ELEv.FOR SPACING TYPICAL ANCHORS TYPE '11- 1/4' DSA. ULTRACON BY'EM' (ft-177 KSI,"155 KSD SEE ELEVATKTNS FOR SPACING S$$ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES a 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) O THRU 1 BY BUCKS INTO CONC. OR MASONRYIt A yy}} n W1-3/4'MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 N c 1-1/4'MIN. EMBED INTO (ANC. OR MASONRY (JAMBS) $; TYPE 'B'- 1/4' OIL ULTRACON BY !EL=* (Poet77 KSI.Fy-155 KSS � DIRECTLY INTO CONC. OR MASONRY o 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4' MIN. EMBED INTO CONC. OR MASONRY(JAMBS) 28 TYPE 'C'- ,414M/ST SATS OR SELF DRILLM SCREN (F.-IOD KSI.Fy-65 00 INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) tuwrbco pP(vlagaN6tM STEEL : 12 Gk MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8'THK. MIN. (6063-75 MIN.) C f (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) a TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = I"MIN. of INTO METAL STRUCTURE A 3/4'MIN. • 1 i i 21 t2 •• ••• • • • • • •• 23 i •• c nsm 1'o d 3000 PSI MIN. < 13 • r ALBS fm = 2000 PSI MIN. 1 ••• • :nvPWMAyl,at 4 OR >!IR HEAD. - - knd 0"4WDIUAO atm. <I. EALANTS: moo" � S • NX7NCjlETE. •:'y a .e.:•:,:a a,.• pp o^ • •••AL JOINTS AI{O BRAME CONNECTIONS SEALED WITH EDGE DST. • : GE SCX20P S JO04E S"T.i i �,.•.q �3 TYPICAL ANCHORS SEE EMATIONS drawing no. FGR SPACING •• • • • • • • •• • • • •• • W13--01 ••• • • • • • DOOR DETAILS wheat 6 of 11 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8-MAX. M SHIM © 1/2-M sHw z z ter WOOD 0 .SEE NOTE i ACTIVE LEAF 27 ` TYPI ANCHORS TYPICAL M +�.• FOR ACCO -uQ. FOR SPACHN6 P .{ its %-N � o.L�cr. ;i;'•w; Sr LEAF EXTERIOR 4EAF WIDTH 3 POINT LOCK wpyroYadaJcwptYlagM161tK WITH DEAD BOLT l/lholikk.9 4oda DOOR FRAME WIDTH SEE SHEET B � •'•—�•b MAX SHIM 1,4- '.• O O 3 POW LOCO SHIN C VATH AD MT 2B WOOD mm tV CONCRETE• SEES FLM BOLT WOO STRUCTtNE 3 OR'•••,•; SEE NOTE SHEET 1 Z Z MASONRY.;. ACTIVE LEAF INACTIVELEAF p p � TYPICAL ANCHORS •j.• 24 1s 19 U 7 FOR SPACINst:• -4. romp I.4 •t TYPICAL ANCHORS • T Dd.OPO. 7 7 7 SEE ELty. 19 D.L OPO. FOR SPACING EXTERIOR LEAF WIDTH LEW WIDTH DOOR FRAME WIDTH EW.MAD MAAD W6 PE 670592 CAKa •• • • • • • • •• • • drmYtng no. • •• • •.• • • • ••'• • I DOOR DETAILS sheet 7 oT t t • • • • • • • • • •• •• • . • •• •• ••• • • 0 900 0 0 TYPICAL ELEVARO S s EoctE asr.. eat SPACM 12 j1d i11 0 28 ' 1/2'taAx.'. SHnq H O MAM,vete FASTENERS FOR• a 2 18 SEE�JAMB SPACINO N OR t7 ON SHEETS 1 8 2 K �3 MASGL,IM''• p L> I a z6EXTERIOR D.L OPO. LEAF WIDTH 28 9mEttTE WtOTFi DOOR FRAME WIDTH s7•Max.swmE 7z`Max.DotteLE FRAME WIDTH e FORSPACIKQ wmptyi6gwttll APPLY SEALANT y BEFORE MATH 1 By • • :oTra LWRt6HtM To METAL STRUCTURE AT JAMBS TO 3/8" o 12 • • •• � ca • •• • • • • ••• • © ty a • • • • • • • • • •• ••• •• • • • •• n v Engn CCNL t F.P i 7002 • ••• • •.• • • 3678 K TYPICAL AMHORS0: • • • • • • •• • • '3 813 draining no. �•• EDGE DIST. BEE EIEVAAONS •• • • • • • • • W13—{�1 FOR SPACING 000 • • • •.• • SIDELITE DETAILS sheet 8 o t t ••• • • • • ••• • • • •• •• • • • •• •• EXTRUSIONS BILL OF MATERIALS MISCELLANEOUS z $ J ITEM 1 PANT Ma L43CRRRIOH MATU94 MAUI'. Km ml = PAST No. DESOIIPTI49 MATERIA. ow. mm I CGI-0 FM IEA/AND SXI. 6063-T6 em EXTR= 0 Me MAN .m E CGI-190 ME An 6063-T6 cm EXIWIDER ffi M 32081 .350 Mill 61pO.T rem meow m mm 3 CGI-196 SIDELIIE READ AND SMA 6063-16 COI EXI1W[ER 23 MS V330m .187 x 320 VEAIIEIBTRIP PILE V/CENTER FM VOLL WORD M MY O 4 CGI-197 FREE STAIM SIDELIM JAS 6063-T6 CG1 Dam= 24 NO V3332IN6 .N7 x.500 HIGH PILE V5IRIPPMG V(11.W FIN LLIRAAB OR a 5 CG1-195 Mtn S1oR.tTE JAMI 6063-T6 CGI EXIr6AER 25 99 CH-IWB I=N 1/2'X 49 AIDHRR9 cm-G6ID11 6 CIH-193 PANEL IOP AND I171749 MAD. 6063-T6 cm EXfam 25A 10 AM-USM HRAE(4 Ur X 4') Wu BASH (� 7 CW-194 PANEL ViRTIG1.STO.E LOq-T6 tGI EX7AIOER no Mlt MMGE(4 Ur X 4) $4 WWIX C7YC 9 CGI-I99 SEAR&AOC 6063-16 cm EXTRUDER ft M CGI-MV 2AM MAO EIRE VDEN. I OGT-gIST64 3r a to ttd-191 I m HEAD Aro SRI.CREI(COVER 6063.15 co EXTRUDER 27 117 3/8'-t6 rMLY THREW RBO•SECDLLD VEIN 3/B'IEX NUI I 286:BATED 13 CGI-192 FRAME HEAD ANO SRL SLANICD SCREV COVER 6063-M CW EXTRUDER' 14 CAE-Fm 7A6'am 0-am BEAD 03-15 cm E7Ctaw 14A 061-0 r GLASS GLA7m me 6063-TS CCD EXTauoEa NOTE: ITEM MASERS 8. 10 & 11 ARE NOT USED 15 Cq-201 SNEAK BLOOM PLATE6063-T6 Ofd EXTRIBER 16 cm-19S ASTRAGAL 6063-15 Ofd MI. 17 1 CGI-`m8 1. SCREV COVER 6663-I3 CGI EXTIMOER LOCKING HARDWARE PART ft sESCRIPTIM MAR" MAGE. mm C5I-49098 3 mt LOCX ASSEMBLT(ACTIVE LEA) cm-o" on BY ALL CIPT104S 1- CGI-1E04 rLIT91BOL7 ASSEMBLYGTe1CTIwE IEAI CGI USED IT AL OPTIONS IBS wro E GPASS ACTIVE LEVER NATIVE LOAF) at" 5455 rD DIAOIY LEVER M67CTIVE LOT) BA.DV18 OPIVINAL on DEADBBLT(ACTIVE an SUM � Ono 2 JD60 VAMI MOTIVE LEA) mm BY$CIL .Ao 118605 ACTIVE LEVO&(AMINE LE'AFI DEXTER BY SOL p rq AO TOM IIIOR LEVER(INACTIVE LM OEDTER 8T SpL6"1[@7AL 2 z� 4°1169 3 DEADB0.T ATC! LEA) Cp7ER CIEEIC g SIM �S m LEVER arm LEAF) COPPER CREEK ff�� _ IIL'91'f LM(INA ) COPPER CAEFIC OPTI•IAL MG O 31 L SCREWS anewspy}A ITEM t PARE Mo DELLR�tION won c Eft, wAo mm BI 114 X 3A'HEX NEAR TEAS-MU..=ATTAOmEw 19 1 6 X 1/r PAM 1EAD SIR-ASIRA AL ATTAd1EN1 tr FRM EMDS 20 110 X 11/4•PH SMS-ASSMY 3 PER comm •• ••• • • • • • •• cm ax Ps 6"m CAL ... ... . . . 013 a . . . . . . . •• • • • • • • •• • • drawing no. ..: :• .•. ••• ••: •.• W13-01 ... . . . . ... . . . . . . . • • . . . . .. •. . . . •. .. ... . . . ... . . M _ 0 � A * A+ r F 8 uftp As% o ftap Awa Rod RaL Q 0 B, u X10 x 3/4'PH SYS fbtfiEtlt Op N �% To'tpiece M Tfxd W o AcOwta apx e a TOP Stem SfM (form Sgdp.AB) c Flushbolts(Inactive Panel) N Top&Bottom eiX 44 000 00 Cippi JMNO ANMAO � fit, f1A.f E d 707 Set 0C,� • • • • • .. ' • • JUL- 2913 dTOping no. .. . . . . . . . . CGI cuSTOM • •• • • • • • • • 3—PONT LOCK •.• • • • •,• • �/�3-01 aheet9.lo(11 or • • • • • • • • • • • •• ,• • • • ,• ,• .128 AO'1� o .750 .0021.828T-I �Y Z 33+ .080 0 $ 100 1.990 1.997 4.499 q 8.800 R ,2 FRAME COVER a O DOOR FRAME HEAD/SIU. 8 3.828 9 � 4 2.458 t.410 C°3 8 t.825 O TOP & BOTTOM RAIL. „1 t3 SILL COVER 8.800 a N & .075 .408 1.828 1.440 O .078 t.� 4.498 Jv 1.758 O HINGE &'LOCK STILE o� M SISIDELUE TOP & BOTTOM FRAME t7 SIDEUTE JAMB COVER Z z eS .328 .139 .188 (>o R O .070 y48 1 .825 i• .188 .809 .080 1.822 .119 tPONMEN."Wo" e O9 ,5 a ,• ASTRAGAL ER SHEAR BLOCK SHEAR BLOCK PLATE 1.810 &005 k6.75 2 000 1.08 f• • • how 080 • • • ! aaoo a wo o7s '� 40� G ••SIPiLA�t ••' •• • )• • __ 2.31 .128 1.489 1.485 �_ .120 �CA&11[_7e9� o A 1 aaae g �t, • •.� ••• • • $ • �4 - • . • y 1.228 t� • • • drawing no.' ' • W13-01 DOOR FRAME JAMB 10 SIDEUTE FRAME JAMB SIDELITE MATING JAMB GLASS STOP QNSUL. LAM. GLASS) sheet 10 of 11 • • • • • • • • • • • •• •• • • • •• •• f� ASSEMBLY FASTENERS TO MSTALLED ASSEMBLY FASTENERS TO BE INSTALLFA / PRIOR TO'BRING MATMND / x PRIOR TO JOINroMi MATING JAMBS < /, % O 3ca ' 3 HOLE CAP---�^'� ACCESS FM1I.E i a i rS A1kT6VD JAMB FASTENERS SEE SHEET 8 ' FOR DETAIL } zz� ED= JAMB CORNER SIDELITE MATING JAMB CORNER $ *Z DOOR FRAME TOP & BOTTOM CORNER TOP & >�TTOM TOP & BOTTOM g s 8p5�k� 0 e r , I 0 IQ Cod C cl�..�IPIYt48NNA iM 0 • •• • • • • ••• • •• ••• •• • • • •• ro i • i i i •• i • i i 8 •. LEAFOP & BOTTOM CORNER • •• • • • • • • • T_ •.. • • • .•• • W13-01 SHaec t t ar t t • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • •