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WS-17-875 Permit No, W -3-17-875 Miami Shores Village PBfCriif 7y7 :�ttdOWS/' UttL'IS 10050 N.E.2nd Avenue NE � � ab it orfs Clesstific�»:Window/Door Replacem Miami Shores,FL 33138-0000 Pe ftStatus.APPROVED Phone: (305)795-2204 FCOR6 issue date:41612017 Expiration: 10/0312017 Project Address Parcel Number Applicant L442 NE 103 Street 1132oso17o7ao MUHAMMAD KANJI mi Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell [MUH,AMMAID KANJI 442 NE 103 Street (786)239 2693 MIAMI SHORES FL 33138- 442 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 23,100.24 TT L Yµ GARY BERNHARDT CONSTRUCTION (305)259-7575 I= Total Sq Feet: 0 Type of Work:WINDOW AND DOOR REPLACEMENT 20 OPEN Available Inspections: No of Openings:20 Inspection Type: Additional Info:WINDOW AND DOOR REPLACEMENT 20 OPEN Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $14.40 Invoice# WS-3-17-63511 DBPR Fee $4.50 03/30/2017 Check#:2358 $50.00 $309.40 DCA Fee $4.50 Education Surcharge $4.80 04/06/2017 Credit Card $309.40 $0.00 Permit Fee $300.00 Scanning Fee $12.00 Technology Fee $19.20 Total: $359.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that al ork will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to o e rk stated. April 06,2017 Authorized Signature:Owner / Applicant / Contractor / A nt Date Building Department Copy April 06,2017 1 40 Miami Shores Village k74401y Building Department 3/( -� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 AR 3 0 1011 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 S Ns 2011 V 4 BUILDING Master Permit No. s PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP I' n 1 CONTRACTOR DRAWINGS JOB ADDRESS: .�( ��L 03 c (' City: Miami Shores ,,County: Miami Dade Zip: Folio/Parcel#:��-�J� ca— L7('1— (�"] t® Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Ci. G{ F9C Phone#: Address: 4 t ((DI?) 5Vy&='tEA City: irL � InOYeS State: ROrIC41 Zip: Tenant/Lessee Name: Phone#: Email: V4L)11\Q yY\M6kd a 65 1 0_D1321 CONTRACTOR:Company Name: 00 566NMR-DI Phone#: 3 e) _ C13 q -73-2-0 Address: -7 7 0 0 S .-►O• ( I L4 S7 P City. I I W F-c A*-S7 State: Zip: -3 i-5- Qualifier Name: 6 f2Y - d 6:-R2 rJt+(4Ab7 Phone#: 30_'� 93Y73,'10 State Certification or Registration#: G_ C- 0 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Z 3 I )0 0 •Z Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Demolition Description of Work: (toq n q . C� ') b 1 ' E Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. AA�Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ( dayof ,vL�� 20 l / ,by �9 day of kaf-Gi 20 by A—Akm 1�Z� 1cL 1=who is personally known to C5 VU who is personally known to me or who has produced as me or Jo has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: pp Sign: Print: I�Z Print: Seal: Seal: r° P�LOFELIA ATA GONZALEZ OFELIA CATA GONZALEZ MY IISSSIION#FF17755334 MY COMMISSSION#FF175334 APPROVED BY g Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �HORs Miami hores illage ° Building Department a I 005C N E 2nd Avenue 1 Miam:Sho,e5 For,da 33133 ✓•'eTESN 10 Te' (345) ?9a 2204 Fax (305)-56 8972 Insl2ection requirements for: Windows, doors, Skylights or Fixed Glass (cladding) Permits Upon issuance o permits for the scope of cork ilnvok irlg the renlov al,changing and,or replacement of inv tvpc of windows, doxy,sidelites,skx-lights or fired gla—(cladding) the permit holder or clualificr bearing his signature on the permit application shell abide I)v the requirements of this departnient and cimlplx, with the following statement: Upon obtainn i\lndow and or door Perlllits for the Installation of Sallie, it is the responsibilih of the permit holder to regLIO t wjndmv :do(1r framin; in-progress inspecticul.prier to cont-eatinent cit tine horizontal car wrtical clip inullicm.bucks,'4hinh, etc.Inspector will also verify anchor type,edge distance,einbedment and Spacing,The purpose for this inspection, is for the verification of conformance with Product :Approval (\O.a). Acknowled ement: 1'0117 C""/'Y 11A ier/C caner Signatur Date Print Name ®� RE& 9103 Miami shores Village Building Department OR10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited Iiability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. f Signature: own, er State of Florida - County of Miami-Dade v� The foregoing was acknowledge before me this 4 day of 20r, By a who is personally known to me or has produced as ide 'frcation. Notary: ° OFELIA CATA GONZALEZ MY COMMISSION#FF175334 SEAL: EXPIRES:November 11,2018 • r GARY BERNHARDT CONSTRUCTION,INC. STATE CERTIFIED GENERAL CONTRACTOR 7700 SW 114 ST PINECREST,FL 33156 CGC 025759 305-934-7320 DATE-112 1-7 STATE OF FLORIDA COUNTY OF MIAMIDADE BEFORE ME THIS DAY PERSONALLY APPEARED GARY BERNHARDT WHO BEINGDULY SWORN DEPOSES ANDSAYS THAT HE WILL BE THE ONLY PERSON WORKING ON THE PROJECT LOCATED AT 4.Q9 h((- LD$, S4 c �- SWORN TO (OR AFFIRMED) AND SUBSCRIBEDBEFORE M 2: OF MARCH 2017 BY GARY BERNHARDT ,1�7- PERSONALLY KNOWN C PRODUCED IDENTIFICATION TYPE OF IDENTIFICATION div POB OFELIA CATA GONZALEZ MY COMMISSION N FF175334 EXPIRES:November 11,2018 PRINT,TYPE OR STAMP NAME OF NOTARY KW SK 'FAM CW JUMMU AM-P "AIL W -77,777-77- ME 3 \2 IqR 09" r _ Z� s v aat MRay a\ 3 -01 NrNlm swf 3 vd / € '! Fzmi g.� MP a E Lies ya 1 J €E s3 3 e a �� 3 9jY" a s S1€' L�, X31 s..y £- 5 s, k:133 a1 _ '.. u`il a �; «. _.. _ _ __ ,.far 4 WiB6H Local Business T®x Receipt Miami-Dade County.State of Florida -rAAM NOT A M-00 NOT PAV LBT 3298320 s am"N&M , PAMI►*ND- EXPIRES Guy BMRNx MCQIM9t9uCT"IK� MNWAL SEPTEMBER 30,3017 rMOSW IMST meats M.OtreaIXUVWAIO—dIt,-"'S (y)IQQ 1161 33156 P.,Uw 1 to C&odv Coo p,"wM-AM9610 . 19BGMN6RAIBldItOlN sAreparatmvto M&NHA wt CONSM� O CONTRACTOR 611 ICS le GAP►BMRNMAROt,QUALIFIER CGS w�101 �6-861827 • yyerker(s) � fnT�i6&��ebweeu.r TnaMtes/N�dO�leaA telou�dl+�IMM�� j � � I�,�wrMesel .11u�*grOtleBntr�l. I ,aco CERTIFICATE OF LIABILITY INSURANCE DATE(MWDDNYYY) `� 03/20/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(ies)must be endorsed. if SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NCONTACT AME: Sarai Medina Emmanuel Insurance 8 Associates,Inc. ac°N oxt Ell: (305)693-0003 (AIX,No): (305)691-4381 2370 E 8TH AVE E-MAIL ADDRESS: sarai@emmanuelinSUrance.Com INSURER(S)AFFORDING COVERAGE NAIC p HIALEAH FL 33013-4236 INSURERA: Preferred Contractors Ins.Comp 12497 INSURED INSURER 8: GARY BERNHARDT CONSTRUCTION, I INSURER C: GARY BERNHARDT INSURER D: 7700 SW 114 STREET I MIAMI,FL 33156 INSURER E: License Number.CGCO25759 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTRSR JA TYPE OF INSURANCE INDDLSR WVD POLICY NUMBER MMIDDNYYY MMIDDNYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1.000,000.00 DAMAGE TO RENTEU COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 50,000.00 CLAIMS-MADE OCCUR MED EXP(Any one person) 1 S 5,000.00 A PCA5043-PC216463 02/06/2017 02/06/2018 PERSONAL a ADV INJURY $ 1,000,000.00 -_ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS•COMPIOP AGG $ 2,000.000.00 POLICY PROJECT LQC ---- *- AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S Ea accident) ANY AUTO �--- BODILY INJURY(Per person) S ALL OWNED AUTOS SCHEDULED BODILY INJURY(Peraccdent) S AUTOSI-7 r-- NON-OWNED HIREDAUTOS I AUTOS PROPERTY DAMA Per accident S s UMBRELLA LUAB J OCCUR EACH OCCURRENCE $ I EXCESS UAB CLAIMS-MADE AGGREGATE $ DED r— RETENTIONS $ WORKERS COMPENSATION VVC STATU- I 0TH-' AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? F7I N I A I S (Mandatory In NH) If yes,describe under j j E L DISEASE-EA EMPLOYE $ DESCRIPTION OF OPERATIONS bebwEl DISEASE-POLICY LIMIT'S 1 I i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more apace Is required) General Contractor. License Number:CGCO25759 CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2ND AVE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES,FL 33138-2304 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE �� ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD tP PTNtY+tGtAl ttl�flGR JW ATYVATER STATE OF FLORIDA DEPARTIAENT OF FNIAWAL Sii IVWES C3 OF W6><RK 'C TTQN ••CERTIFICATE OF SECTION TO 8E EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CO4STRUCTION INDUI3TRY VURAPTIVO Thi that ate,ftft4dual hMd bWW haS to to ftempt(mm fWft Worte m CmVertwtbn low. WFOGMEDAM' 61172018 EXPIRATION Will: 6/172018 BERNHARDT GARY FEW 65030=7 SUSMM TSE AND AD GARY BERN14AROT CON83RUCTTOK INC 7700 SW 114 ST PINECREST FL 33156 scam OF SUGMESs OR TRADE, LICENSED"GENERAL OIL OR GAS LEASE OIL OR GAS PIPELINE GAS MAIN OR CONTRACTOR WORK NOC<8Y CONSTRUCTI CONNECTION 7 CONST Fi9J +Si4.�5444},f.$.,��i6G"f Gt q WIC, t4�ri this C348t'�r by tsZ9'tp B�R@ltT��eitYt VrtdC!guh` my+ffiAattie WbMVft or CmftWM8bM unddVft dMW. t4 s40 Ofi112T,f.S.,ri aY to to exemia..op*WW t!€e�o0e 610M croaft ft"a9 ft ofte tlftdbo t6 bommo,pamm to oom 40.0s713b,f s-Noombd emdzm W t* @Td�flQt 6t@fin�tMa 6t�.�lL t4 44�.�an�rt�`38tt+�'th®d�tN ttM F90LBC0 OT 4he +�ttt@ mope w oaredwow nouw&owMWft no wwmaeft oo of ft meWnfor Www ora mt ft*o.7be deesxtrau m aw mvo&a pl`ti*Ta-SMZ-M CERTFICAT°a OF EMTM TOM D M13 QUIt8TMP(NDJ413-t60 e STRU RAC CONSULTANTS rF�w r � r WI r4 p l� ATIONS e PROJECT: 0000 • 0000 ....:. IMPACT WINDOW / DOOR INSTALLATION ATB- ,• . : '• 0000.. •• •• °0000. 0000.. .0000° - 0000 442 N.E. 103RD STREET 0000 00 °00 00000 MIAMI SHORES, FLORIDA 66:60: 4996 0000° MIAMI-DADE COUNTY °' 60°0 0000.. . 6660.. 0000.. • 0000.. s • MA 00 H 15, 20 7 PREPAR D B : ARLOS M. PER P.E. TRUCTURAL E INEER FL. P.E.#: 4844 E.B.#: 7781 " YOUR ON -CAL GINEERING COMPANY " 9420 S.W. 1 12Th STREET, MiWi, FtORidA 33 1 76 TEL (786) 242-1720 - FAx: (786) 242-4399 STRUQ,TURAI ENCINEERINC CONS U'"AN"S 'NC pRc.e:- .4QZ'N`�' 103_ 3 /1 llm) 9420 S W '. ' 2TH STREF SHEE' NO OF j�f(j 5 MIAMI, FLORIC)A 3 3 7 b SATE TE; ;786) 242.172C • FAX 78b' 242-4500 DESIGN CALCULATIONS COOS, A5cE :?-iO a = (o K K� v2 wIQD z IExPO&a>` GA��oRy C a r Nl)(QY0 5� • r ��'n `mac / h` � ✓�lG/� ,c j K-It= l• OD a co�•CK,,� - (FROM -r ki 30.3-1 RCAf 5�xf :z A 5LZ4 „w R) NARRo WC6-r I rr` .= 5- "�11 0000 • 0000.. • 0000 • rrl� Roo- HEI(iwr (�,� : �3� •..• : • • C; (CoANfA DISTANCE rog ;�z � 5 • 0000.. 0000 0000.. • . • '� -� 00000. 0000: 0000 • •0000' ..�..• 0000 0000. •••••• • • 00 00 0*00 • • • cRrr 33 10. 00 • • • • •••••• zONC 00 1, 00 0, 150b 0.ace I — 1,40 - 11008 -- 1 ?.� �- I I J.. t PSF ALL II svVrio p5 F RLL �I STRUCTURAL C NSULTANTS March 15,2017 Miami Shores Village Building Department Miami-Dade County,Florida Job: Impact Window/Door Installation at: 442 N.E. 103rd Street,Miami Shores,Florida RE: Window/Door Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge,belief, and professional judgment that according to the aboye.. referenced building's configuration, height, and category that the maximum design pressures for"terior earrings ark.••9 V • WINDOWS: DOORS: �••••• .. .. 9999.. Positive Design Pressure.(Zone 4): 47.1 psf Positive Design Pressure(Zb*&4): 43.4 psf. Negative Design Pressure(Zone 4): 51.1 psf Negative Design Pressure(Zone-4): 4?.�.1?� 999909 0999 . Positive Design Pressure(Zone 5): 47.1 psf Positive Design Pressure(�Q . ): 43.4 psii ••••• Negative Design Pressure(Zone 5): 63.1 psf Negative Design Pressure(4bma'5): 5..8�psf ••"" 9999.. 9 NOTE: "Zone S"pressures are applicable to openings that are within 5'4"of building corners-• too*** :oleo*: ..9.• 9 Refer to calculations. i • *000 '+ The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following, criteria: * Risk Category: II * Building Mean Roof Height: 13'-6" * Exposure Category: C * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing/window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. If 4s. Idto have any questions or concerns regarding this or any other matter,please do not hesitate to coSiSTINEERING CONSULTANTS,INC.(E.B.#: 007781) /17 C los M. Pere P.E., Structural Engineer FL. P.E.#: 54 4 " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 1 1 2Th SrREEr, MIAMI, F10Rida 3 3 176 TEL: (786) 242-1 720 - Fax: (786) 242-4399 s I MIAMi-DADE _ CION, oRmA 4�drTR��.`S CTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11 5 Sit'6 Strci I,i oom 208 HOARD AND CODE ADMINISTRATION DIVISION Q78(r 5 259 F(78 315-2599 NOTICE OF ACCEPTANCE OA �J is ade. ova . nom CGI Windows&Doors 10100 NW 25 Street Miami,Fl.33172 SCOPE: ..,:.: This NOA is being issued under the applicable rales and regulation's"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,arpas where allowed by the Authority Having Jurisdiction(AIM. This NOA shall not be valid after the expiration date stated bel6,w.'the Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas oth' 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 ekpense 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:lviiarni.-Dade County Product Control Section that this product or material fails to.meet the requirements ofthe.applicable building code. This product is approved as described herein, and has been designed to.comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 120"Aluminum Horizontal S141ngWindow-L.M.I. . APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series-,Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.L/S.M.I,)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of i 1;dated 03/29/10 withreyl lgft "G"*see:* dated 05/02/16,prepared by Al-Farooq Corporation, signed and scaled,'by Javad Ahmed,-,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notid�,gf Acceptange�n ber arR c tptitation date by the Miami-Dade County Product Control Section.' • 6666.. 6666.. MISSILE IMPACT RATING:Large and Small Missile Impack gOisfant ••• ,• . r� 6666 6666 6666. LIMITATIONS: 666666 6666 •••••' 1.Glass lites wider than 36-inch shall have two setting blocks and afid:'d; 'devises,pe6rT�13C requirements. ••••;• 2.The Day Lite Opening's(D.L.O.)of maximum 495/s-inch(Width yjmaximum,3��-2nch(Height). .... ; LABELING: Each unit shall bear a permanent label with the rng" roes ngme gr logo,0.8",e ;tate, 6 • 66660. series, and following statement: "Miami Dade County Product Cortt€�k;�Approved'I,� 1e& otherwise noted • herein. :'v `� z: ; •• RENEWAL of this NOA shall be considered after a renewal applicaltiwvhas been filed and there has been no change in the applicable building code negatively affecting the pdifo oee 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.10. Iso 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 o(id.removal of NOA. ADVERTISEMENT: The NOA number preceded by the word9i Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising l ure, 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 W&6`.user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.05 and consists of this page 1;,-gndfevidence pages E--1,E-2 and E-3, as well as approval document mentioned above. ,� The submitted documentation was reviewed by Jorge M.Plasenciaj*,,t•"' MIAMI• PA fE COUNTY A.k''Vi, NOA No.15-0929.13 X �lration Date: September 22,2020 t Approval Date: May 19,2016 Page 1 r+il�ia�fr, •. 1 i'4:L�I1C CGI Windows&Doors ' NOTICE OF ACCEPTANCE: EVIDENGEvBUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA's No.'s 10-0510.12 and 1,5-0,5.12.05) 2. Drawing No. W10-18,titled"Series Sentinel 120 ,,Horiz. Sliding Wdw. (L.M.I./ S.M.I.)",sheets 1, 1.1,2,2.1, 3, 3.1,4 through 1 l oifil4,dated 03/29/10 with revision "G" dated 05/02/16,prepared by Al-Farooq Corpbr4ti'on, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,vTAS.--201 94 2) Uniform Static Air Pressure Test,;Loading per FBC,TAS 202--94 3) Water Resistance Test,per FB:Q!TSS 202-94 4) Large Missile Impact Test,per F ,TAS 201-94 5) Cyclic Wind Pressure Loadin t d `fBQ,TAS 203-94 6) Forced Entry Test,FBC 2411 TAS 202-94 ` along with marked-up drawings and installation`diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared b3,Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed id sealed by Ramelh•C'Patel, P.E. �g• 2. Test reports on: 1) Uniform Static Ai Pressure Te oading per'FB,TAS:Z@Z-�4 2) Large Missile Impact Test,pe ` TAS 2$1:$4. ••••; 3) Cyclic Wind Pressure Loadin FBC,TASaG3-94 •• ' along with marked-up drawings and installation diagram of a series fixed wiildb;v to ":••• qualify DuPont "Butacite" PVB interlayer, Duraseal@ and SupdC Spicer&ins ating •�• glass spacer, prepared by Certified Test Laboratories, Test Re6QA:: o. C'I;LQ--3056 WA,dated 03/03/15,signed and sealed by Rames lC�Patel,P.L; • •••••• (Submitted under previous NOA No. 15-0512.05,As;1,�� . : .•• ••••: 3. Test reports on: 1) Uniform Static Air Pressure Test i;-:,aadi. ng pZPAW TA9202-94 2) Large Missile Impact Test,per, tC,TAS 201-94 3) Cyclic Wind Pressure Loading;: ger FBC,TAS 203-94 along with marked up drawings and installati '',41agr�m of a series project out window,to qualify DuPont"Butacite" PVB interAa�%Duraseal®and Super Spacer® insulating glass spacer, prepared by Certified IT ✓i J- boratories, Test Report No. CTLA-3056 WB,dated 03/03/15, signed and se0ed Ramesh C.Patel,P.E. (Submitted under previous NOA No. 15-0512.05)1 {1 Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 :'-,,.E"iration Date: September 22,2020 Y Approval Date: May 19,2016 CGI Windows&Doors :. NOTICE OF ACCEPTANCE: EVIDENISUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure TeatjLoading per FBC TAS 202-94 2) Large Missile Impact Test,perFKJAS 201-94 3) Cyclic Wind Pressure Loadingpex FBC,TAS 203-94 along with marked-up drawings and installation Via" am of a series aluminum fixed window,to qualify DuPont"Butacite"PVB inter fdy,Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test,*:L=aboratories, Test Report No. CTLA-3056 WC,dated 04/16/15, signed and sealed,$y Ramesh C.Patel,P.E. (Submitted under previous NOA No.15-0512.05)'.,?:fi 5. Test reports on: 1)Air Infiltration Test,per FBCvtAS 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, ex;FBC,TAS 203-94 6) Forced Entry Test,FBC 2411" ,TAS 202-94 along with marked-up drawings and installation;`diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by;,,Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/Q /l�R signed and sealed'151'Vinu J. Abraham,P.E. a t F '..' • • (Submitted under NOA No. 10-05.10.12) ,€�fA •�•••• '..'.� •••••• C. CALCULATIONS •••• • 1. Anchor verification calculations and structural: ysis, complying withF13C 5 Edition (2014), prepared by Al--Farooq Corpip at�gn dateg�VVA7/l59jgv.ied ori::: 05/11/16, signed and sealed by Javad Ahmad,P. •••••• •• 2. Glazing complies with ASTM E1300-09 ': %S D. ;9 .- •••••• D. QUALITY ASSURANCE ' I'. ••• • 1. Miami-Dade Department of Regulatory and Econo c:Resources(RER). E. MATERIAL CERTIFICATIONS ia= - 4•. 1. Notice of Acceptance No. 14-0916.10 issued to I uiraray America,Inc.for their t,. ."Butacite®PVB Glass Interlayer"dated 04/25 Expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to I}i� ay America,Inc. for their "SentryGlas®(Clear and White)Glass Interla �s�r�`dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to E"t'Man Chemical Company(MA) for their"Saflex CP--Saflex and Saflex HP Cor p0ite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. `} Jorge M.Plasencia,P.E. Product Control Unit Supervisor '' ,,•;'. NOA No. 15-0929.13 ;f Expiration Date: September 22,2020 Approval Date: May 19,2016 E-2 4 1 , CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDEP&k -NIITTED E. MATERIAL CERTIFICATIONS(CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastm ri Chemical Company(MA) 5."•J. for their"Saflex Clear and Color Glass Interlaya s')'datea 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with"IPBC 51h Edition(2014)and of no financial interest,dated 08/17/15, issued by Al-Farpoq;Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No' :CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and'sealed by Ramesh C. Patel,P.E. 3. Testing Proposal issued by the Product Control,%',lection; dated 04/08/15, signed by Jaime Gascon,P.E.,Section Supervisor. ; 4. Laboratory compliance letters for Test Repo A46.1p, CTLA-3056 WA, dated 03/03/15, CTLA 3056 WD,dated 03/03/15 and ) =3056 WC,dated 04/16/15,all issued by Certified Test Laboratories, all signed arid` aled by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-OS.l2.tlS�r 5. Testing Proposal issued by the Product Control tton, dated 12/16/l4.%igfled by 0.000. Jaime Gascon,P.E.,Section Supervisor. +; :••.' • (Submitted under previous NDA No. 15-0512.0 •• •..•.: 6090:6 9666 6. Laboratory compliance letters for Test ReportNo' HTL-00$Q;1102-10, issued by:....: Hurricane Test Laboratory, LLC, dated 06/04/i,,signed a�d6 sealed by yil:u J.• • Abraham,P.E. •••• •• •• ••�••• Itli s ••.••• •••• ••••• (Submitted under NOA No. 104510.12) •••• ••• 0 0 0 00 0.. 0000.. G. OTHERS 0666:0 1. Notice of Acceptance No. 15-0512.05, issued ><sJs,: GI �Vindo�vs tPc Doors `or their :0669: Series "Sentinel 120" Aluminum Horizontal Slims;Window •)v1VI:I., afi'b�eli on ' 08/20/15 and expiring on 09/22/20. a l;i 0 ;.`4. . Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 `4�xpiratiou Date: September 22,2020 :atl3'..'+. Approval Date: May 19,2016 E-3 1 .TYPICAL ELEVATION t11" 110' V • FLANGE WIDTH BUCK WIDTH �� Q g. S'MAX 1p HEAD/S5'MAX. m 6 Z ebi IYP. m T• b HEAD/SILLS TILE $ II II F g 11 g it B � II 8 X. 6 / QCQI��ijT 'Ila I a y� tom') NJ SIC Il V mjj2iii -11 II---------- 46Gf•S II li O 14VIL'."T FALSE MUNTINS READ. FALSE(SURFACEOP7106�AL 32 7/6` ALL PANELS (SURFACE MPLffD) 32 7/B' 32 7/6' AT CENTER OF ALL PANELS D.L.GPM D.L OPO. ABOVE 30Fit"OR aOPGO.L.PANEL WIDTHS D.L . OPG. ABDVE 3D ANEL WOTHS �++ 38 3/6' ,AT HEAD/SRL 36 3/6' AT HEAD/SIU. VENT woo VENT WO)TH � c FLAN & FLANGE ADAPTOR FRAI4TF EQUAL LEG FRAME � p�of N R p I,hi n 110• BUCK WIDTH �+o ' 135/160�... S 1/2' HEAD/SILLMAX 5 T1p HEW Lt � SERIES SENTINEL 120 v------------- az Mrc sTaE N ALUMINUM HORIZONTAL SLIDING WIND B h the Florida PRODUCT REVISED g . CHARTS WINDOWS TO BE AS PER yy1�� ICN LOAD RATINGS FOR THESE WIN Buildoja�g CedeW SHOWN ON SHEETS 2 &3. NOA-No. 71x082813 MIN ,' ... } ,-. i avR<1«. a _ 1js`� •.t. � S [ iC.�C4+U.. ALtARI?� 1I�U �Eti N7.T1 N5 T ExplratlptfDafe00. 12x12020' r 7WPROV N 00 s E CQIQBI . f`" tir` i{)9 r$uian ^,tir.,i i HR./ AY`R I10R120tITAL R.. aQ M1AMI.:DADE CO., -gym rle'c r"} �; •` { j i.; RF, .k ._ �Q". t.. ny g . x'J '� 1 A11Y{j�tP.x Ad r. 11NDffy7St11S1NC ILAM7 : fI aAPF�ROVED _MULLION — ) ° // IN�E7TWfiEN. 4 t ;=Mlan+ > A Prodimt co 0 TYPICAL ELEVATION t11' lie {�V FLANGE WIDTH FLANGE MOTH o g• 8 1/2' � a H LL. 5 T>P� till; m; EAD S Hiu. 5 MAX '� Z O 5 aN g MTG.STILES 81 - MSG.STILE \ t+ Z =d IT 11 11 E II F 1 II F ES II F 1; II F g II g 11 11 8 6 B 8 D 11 8 a" S ZT JL--- ISD ;I 5 N FALSE MUNONS ASL ANCHOR REGD. FALSE MDNRNSim ' n (SIITFACE APPLIEDI 24 1/Y\` 49 5/9• AT CENTER OF ALL PANELS (SURFAt3:APPLIED 24 1/2' 49 b/8• Y AT CFMER OF ALL PANELS OF'TID D.L OPC. D.L.OPG. FIItEO Wi OPERABLE O.L OPO. D.L OPO. FDfEO OR OPERABLE Q ABOVE 30'PANEL WIDTHS ABOVE 30'PANEL WIDTHS 28• AT HEAD/SILL 2B' AT HEAD/SILL VENT WIDTH VENT WIDTH c FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME N c oM� cz1Ito' BUCK.WIDTH §0-i4 5 1/2' 13 5/18- MAX. 5 MAX. -ITHEAD/50.4 im U o A2 .� MTG.STI£ e tit333 ;r f J__4.•' _ s 4 2 �1 ..c; •N� .- n� I 11 11 D n 11 •• • • • g n D • •^ • • • • • • 1 WL B2 D n • . • • • ••• • 00 PRODUCT REVISED _ / . • a ma8phing rrlth the Fimma FALSE WHIM Coodd (SU�ACE AppUEp� 24 t/2' a9 5/g' • ••• • • ••• • • NOA-No. 16-0824.13 OPTIONAL O.L CPO. -DLL OA6. • • • • • • • • EurptraflonD 0t1122t2020 OF ;=• drexhlg no. 29' lie. .. ey MAY1 1201 s' t>ti1o.,. c� Wlo-18 VENT vnDTH FIN FRAME •• • • *00 P ••• • Miami a roduct tontro � / /III 11 :�eetl.tof 71 ••• • • • • • • • 1 DESIGN LOAD CAPACITY- PSR DESIGN LOAD CAPACITY- PSF IAV (XO OR OX SIZES) (XO OR OX SIZES) I STD.MTG.BAD. H.D.NCO.RAI. SCD.mm.BAIL X.D.Rm.RAD. IA.MTO.RAIL � MM Tim OIABS Trm MASS TYP29 Mm TYP28 01753 Tun FLANGE DD(S. RICK Dw. A eu"73'&'81' 'B'&181' FLANGE DIMS. BOCK DIMS. 'A&'Al'•3'&'81' 'R'&`81' le&'CI' 1N$A WIDTH HEIGHr VADTH HElart 170.(+) Mr.(-) EXr.(+) KN-) WIOTH HDCHT WIO1H HMHT EM(+) tNT.(-) aT.(-f) INL(-) ExL(+) 91T.(-) G 28-1/2' 25-1/2' 65.0 682 80.0 90A 55-3/4' 54-3/4' BSA 55.0 80.0 90.0 630 6&0 Q Q b T• 38, 38' 2g• 852 63.0 80.0 90.0 8-15/18 26' 7-15/16 25' 65.0 55.0 s0A 900 65.0 830 F�7j MCI 7e `G 53-1/8• 152-1/9" 65.0 B5.0 80.0 9" 63-1/2- 82-1/2' 652 65.0 3D.O 90.0 65.0• 65.0 I 74' 73- 85.0 s5.0 BOA 90.0 55-3/4' 54-3/4• 65A 65.0 80.0 00.0 85.0 630 O�1 P 26-1/2• 25-1/2• 55A 65.0 BDA 90.0 15/16 35-3/8' -15/18 37-3/8- BSA 65.0 80.0 930 65.0 65.0 (�$ "fit CCC 3Y 38' 85.0 850 BOA 00.0 83-1/Y 82-1/2' no 65.0 60.0 90A 65.0 65A SC�� 38-3/8- 37-3/8- foil a 53-1/B• 52-1/s' 65A 65.0 80.0 90.0 55-3/4• 54-3/4• BSA s5.0 80.0 90.0 630 65.0 yr 8 74' 73' BS.O 65.0 80.0 90.0 -15/18 50-5/8' --IS/18 49-5/6' - - - - 830 630 Q 26-1/2' 25-1/2- 65.0 650 80.0 90.0 1 83-1/2• 02-1/2' - - - - 65.0 65.0 4' 37, 50-5/8- 38• 49-5/8- 68.0 BS.O 80.0 90.0 55-3/4' 54-3/4• BSA 65.0 80.0 90.11 65.0 BS.O LL j S3-1/8- 52-1/8- 630 85.0 80.0 90.0 8-15/1 B3- -15/16 6Y•.:. - - - - Gam 65A 74• 7Y 65.0 Bao 80.0 90.0 83-1/2• 62-1/2' 28-1/2' 25-1/2• 65.0 65.0 802 90.0 3Y38' 82' B30 030 80.0 90.0 m 53-1/8- 52-1/8630 65.0 80.0 90A 74' 73' 6%2 1 60.2 1 SMO 90.0 d m % G O v .(vn'n (1/211) a< o n_ n O OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH N Z 'XO OR OX' c z $ OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH p_ 'XO OR OX' (3 o JrTYP. BUCK hats 1S TYP BUCK DINS BUIX 01!15 AIRw F' 'n- FIA NGE FRdME - J S FLAME DORS .-.� - - - FLANGE-DNS GAS - FLANGE & FLANGE ADAPTOR FRAME � jade • ••• ; •• EQUAL LEG FRAME $ • • •• • • • • • ff ltt tt • • • • • • • \\ p�w....•;.....�/ X10 00 PRODUCT r�gREVISED r = d 7F7 • B Ilodingt1•dewtth the Florida -*:• _ 3 • • �E' • • ma"o. 19-09129.13 SS CA 9cpEs OV THIS'6H@ET-m - E4 E4 • WED ONB ASPIM-E1300-09OU SE� TSTS) Expiration Pate 09/2212020 - OF. : � drawing no. • AND RO Aaau LNG EMW Io • e c9� W10-18 5]D. MTG. RAIL N.D. MTG. RAIL! tlEttMAT •STNT DGAfrS DEO►-219 �m 11Y ZO�6��i SS/Q \ _•• • t t tt Itt f sheet 2 of 11 • • • ••• • • • a• •� •aa •i• • • DEMGN LOAD CAPACITY -PSF DEMGN LOAD CAPACPPY- PEW ��V cam+ (XOR SIZES) (XOX SIZES) SS STD.mm.RAS H.D.MTC. 1 STD.MTG.RAIL B.D.9T6.HAM BA.MTC.HAIL a]JS4 TYPPS MAW TYPYB am TPPBB G=TYPES G=TY1BS Z FLANGE DIMS. DUCK DIMS. T &.'S'&'91' 'D'&`BI' FLANGE DIMS. BUCK DIMS. 'A'&'6P,'8'&'SI' 'S'&'8I' le&'Cl' Q kyr g a�f MDTH HEIGHT MOTH HOW Ext.(+) DIL(-) EXT.(+ INT-H WIDTH H- A1DiH HEIGHT EXr.(+) W4-) ExL(+) -.(-) � (-)d+) 1N• 1"m 74' 73' 65.0 65.0 80.0 80.0 74' 73' 65.0 65A 840 20.0 65.0 854 � e 108-1/4• 28' HOS-1/4' 28' 6" 6" 80.0 90.0 106-1/4' 28' 10.5-1/4' 25• 68.0 65.0 80.o 90.0 65.0 68.0 111' 110' 65.0 65.0 80.0 90.0 111' 110' 63.0 65.0 640 90A 65.0 65.0 C 74' 73' 16-5,0-7 88.0 80.0 80.0 74' 73• BSA 88.0 80.0 940 85.0 88.0 l4 106-1/4' 38-3/8' 105-1/4. 37-3/8' 65A 80.0 90.0 106-t/4' 38-3/8' 105-1/4' 37-3/8' S5A 68.0 80A 90.0 88.0 654 111" 110' 65.0 80.0 90.0 111- 110' 65.0 65.0 80.0 90.0 88.0 65.0 77ryry�� IiK as Qg 74' 73" 65.0 65.0 60.0 90.0 74' 73' 85.0 65.0 840 80.0 BSA 6" S(�tj - 108-1/4' 80-5/8' 105-1/4' 49-5/8' 65A 85.0 840 1)40 108-1/4' 80-8/8' 105-1/4' 49-b/B' - - - - 65A BSA vv� 111' 110' 85.0 65.0 80.0 90A 111' 110' - - - - BSA 85.0 74' 7Y 65.0 65.0 80.0 90.0 74' 73' 85.0 65.0 BOA 80.0 89A BSA LL o $gg 108-1/4' 83' 109-i/4' BY 81.8 81.8 840 90A 108-1/4' 63' HOS-1/4' 82' - - - - BSA 85A a�l 311 0 n1' vo' too 60.0 a4o 90.0 111• 110• - - - - 65.0 65.0 0 c n (1/� (1/3w) (1/3� (1/4 (1/,�N (1/'1'W� p W V- 0 N O�r OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH C fi ,X0)( 'XOX' )r-IWP• BUCK DINS YC TWP. BUCK DDAS BUCK OIAHS F A OR { -- ...>. FLANGE DOLS m V FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME • ; .. A • • •• • • • • •• 1 1 it Soo• •• • • • •• PRODUCT REVISED a„ c� •� • en Iltlt�eom l0 WIth Nro Florida 44„r--r JJ • • • • �ot�e C� CAPACRIES9 ON THIS IRE• NOA-Mo. 15-0929.13 bj E4 E4 BASED ON•ASIM t16300-I9 (i SE(1 (MISTS) Explraftn Dat•0912?12020 �® OF W_ dmwing nD. • p FLORA�l1IWING CoMMllgussloM ' ............" SSD. WG. RAIL H.D. )ATG. RAIL• D�LARATOR1f STMCKNT DCAAS�DEG�219 Bit = 14AY 9 1 201 sa\� Mtaml-D a roduot n rol t1 t\ ah68t 2,1�11 ••• • • • • • • • DRSIGN LOAD CAPACffY- PSI DRSIGN LOAD CAPACITY- PSF {�V (KO OR OX SPARS) (KO OR OK STARS) a M.MO.RAIL H.D.MM.RAII. M.HTO.RBD. E.D.MTC.RAD. N.D.WM.RAIL MM Tym BUSS TIM BIASB TTP88 MASS TIM am TYM 0 g � RUCK DINS. 'A WAV,'8'441' 8.4 41' RUCK DINS. •A WAI••'IrM' 'B'&W '0'4'CI• 4AOTH HRGM txrd+) NT.(-) -4+) IM'd-) morn HeGHT ext.(+) w.(-) Exr•(+) Kr.(-) oer.(+) wr.(-) a 25-1/2' 65.0 65.0 WA 80.0 54-3/4' 65.0 6" a" BOA $5.0 65.0 3 v 36• 25' B5A 65.0 80.0 60.0 -15/18 25' 65.0 65.0 80.0 BOA 65A 65A y 52-1/8• 85A 65.0 80.0 80.0 82-1/2' 65.0 65.0 BOA BOA 65.0 55A 1. 73• 654 65A BOA BOA 34-3/4' WA 65A 80A 80.0 65.0 65.0 O y 25-1/2'- 65.0 65A 80.0 80.0 7-15/16 37-31W 65.0 65.0 BOA BOA 654 85.0 36• 65.0 65A 80A 80.0 82-1/2' 65-0 85.0 BOA BOA 65A 65.0 l�7 37-3/B' 52-1/8' 85.0 85.0 110.0 80.0 54-3/4BSA 65.0 60.0 80.0 65.0 65.0 73' 65.Q 65.0 80.0 80.0 7-15/18 49-5/8' - - - - 654 65.0 25-1/2' 65.0 - 65,0 BOA 80.0 82-1/2' - - - - 65.0 1 65 Q �_ M. 65.0 65.0 804 110.0 54-3/4' 6" 65.0 80A 80.0 BS.O BS.O 49-5/e' 52-1/8' S5A 65.0 80.0 60.0 7-ts/1 52' - - - Bs.O 65-0 15111 73' 1 65.0 BSA 60.0 80.0 62-1/2' - - - 65.0 65.0 O - 25-1/2' 65.0 65.0 80.0 60.0 36' 65.0 65.0 60.0 60.0 52-1/8• BZ° 65.0 65.0 80A 80.0 Cl m C 73• 60.2 1 60.2 80.0 80.0 (1/3W) (2/JHS . % % a 0 (vim 0/210 8 f G OPERATMG MEMS TO BE 1/3 OF THE WINDOW WIDTH G Xn o »;3 'XO OR OX' HE 'O1 M OPERATING VENTS TO 9E 1/2 OF TWINDOW MOTH 3 m cz�� 'XO OR OX' o a sum DIMS =m'aoW' FIN FRAME • $£ ... . . • . .. Cu cwu.a , . .. • • .... . `,1111III1,TI ... . . . . . .• o - , •,-: .. so � vim'••.• � PR"impleaTgREVIhe to e•mptlAaH wkh the Pim.. B.Rding bode } NOTE , . HOA-No. 15 0929.13 a E4 E4 , •� Cv%�� 13 THLS.S�3 SM. haUon Deft 020 O ARTbI.E1300-0043(3 SLC.BUSTS) �P STATE OF .i droving no: ,' AND 30RIDh WINDING*COY 1fiSS1�l , DY MY 1 121� .......... d�� W10-18 M. MTG. RAIL: H.D. MTG. RAIL: O@CLARA70 SIS4�IENT -�JEC-219 Mian contra �i,�I NA{ ••• • I j 11 Bheot 3 of 11 ••• • • • • ••• • • Is a • • • • • • • • • • + • • • • •• •0 6 •i•• • :•• • DESIGN LOAD CAPACITY-PSF DMGN LOAD CAPACITY - PSF `4"lu a (XOX SIMI) (XOX SIMS) (Q SID.MTB.RAM H.D.Hill.RAJ. STD.Mo.BAH. H.D.HTO.BAIL HA.MG.RAM � GIM YMM TYM BOCK DIMS. A'A'AI'.'B'A'BI' fi'A'BI' BOCX Dws. .e lie.rYPI� c'I f T1, aria T YP&S 'cl, 1nDTH HEIGHT ExT.(+} wr.<-) tXP•(+) w4-) WM HMHT EXT.(+) INTd-) EXr.(+) NL(-) IXf.(+) +NT.(-) � 73" 65.0 65.0 60.0 80.0 73" 65A 65.0 80.0 80.0 "65.0 65.0 v 105-1/4' 25' 630 85.0 80.0 Bojo 105-1/4' 25' 65.0 65.0 80.0 80.0 65.0 $5.0 110" 85.0 650 800 BOA 110' 85.0 65.0 804 BOA 65.0 65.0 u 73' 65.0 65.0 BOA 80.0 73" 68.0 65A BOA 80.0 65.0 830 O �7 105-1/4"137-3/8' 85.0 65.0 60A 80.0 105-1/4" 37-3/B" 654 65.0 80.0 80.0 630 630 (� 110" 85A 85.0 BOA 80.0 110" BSA 65.0 80A 80.0 630 630 73" 85.0 65.0 BOA 80.0 73" 65.0 65A B0A Sao 69.0 65-0 O 8 105-1/4"49-51W 830 85.0 80A B6.0 105-1/4" 49-SIB" - - _ 85.0 654 110" 85.0 BSA 80.0 Bojo 110 - - - - 85.0 65.0 IL 73' 630 83A 80.0 BOA 73' ISA 88.0 80.0 Bojo BSA 89.0 105-1/4' 62" 61.8 81.8 BOA 60.0 1�-1/4" 62' - - - 630 6'S.0 .1. BOABOA 80.0 110' - - - - BSA 65.0 O ' � N U C m (I;W) FEN 0 0� v C oisN� W him OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE YBNDOW WIDTH C4 rc 'XOX' 'xo)e z� �+o to Fm BUCK MMS cccc FIN FRA►AE 7 3 .( t ' 0 FIN FRAME e • . .. . . . . . 111„ , • •• • • • • ••• •• -^ Alf, 777 0 5- S • • • • • • • �- 1"" On 6lc••• PRODUCT REVISED as ldtog Co with the RbTlde TE�:� BWIdiaG Code ry�p • • • NOA-No. 15-0929.13 ••GLASS OAPA£ITIES ON THIJ SAEEt gliE , Bon Pate 08/222020 E4 84 • FCLqARA �130Q 0113 SjC.f.'USTS) . OF • drawing an- • ID By lNG CG►1 1SSIaN • B14AY 1. 1 W10-18 cTp. tAG. RAIL: H.D. MTG. Rl�t.• SjAdGMENT DOW-DL6C-219 Nlam at ro �iso I i11 � 6lloeat3•tof11 • • • • • • • • • • 1/8'ANN.GLASS 1/8'HEAT STREWD CLASS 075'Interiayer WS'Interiayer �� SaGax CP With PET Core Sa6ex CP With PET Com BY'Eastman Chemical Co.' C'Eastman Chemical Co.' Z J OR @ 090'Interlayer 090'Inledayor 1/8'HEAT STREN'0 CLASS SoBex Clear And Color Gloss SaBex Clwr Amt Color Glass (Sa it63 By'Eastman Chemical Co.' By'Eastman Chemical Ca.' OR OR 075'Interlayer ggqa r� Interlayer 090'Interlayer Salle■CP With PET Caro SentryGlae SenhyWas By'Eastman Chemical Co.' GSt d BY'Kutaray America,Ino: By'Kumm America,ins.' OR O OR OR 090'Interlayer f1 r 090'Interlayer A90'Intertayer SentryGiae Kummy Bulacits PVB Kumroy ButocRe PVB By'Kuroray America,Inc.' V By'Kummy America,Inc.' By'Kumray America,Ina: O 1/8'ANN.GLASS t/8'HEAT STREN'D GLASS 1/8'HEAT STREN'D GLASS G d$$f p��rVV�sii S SILICONE SILICONE K • m CE7200 z GE 1200 z BE 1200 GZI 2 DOW CORNING 899 y DOW CORNING 899 DOW CORNING 899 V• gg s M1 DOW CORNING 995 \ M1 OOIV CORNING 985 \ M1 ..i DOW CORNING 985 W O O O Id ES ES OR M7 WI 1/THAN 35'ON UTES M7 AT 1/4 POINTS ON UTES M7 AT 1/4 POINTS ON lRtS a WIDER THAN 36' WWW WIDER THAN 36' O w ' GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' 5/16'NOMINAL AAAI.GLASS 5/16'NOMINAL LAM.GL SS 5/18'NOMINAL IAM.GLASS " C o 1/9'ANN.GLASS 1/8'HEAT STREN'D CLASS t3 C4;; .075'Interlayer 075'into Aayor Soflox CP 1 PET Core SaBox CP With PET Cam By 0'Eastman Chemical Co.' OR'Eastman Chemical Co.' A90'Interlayer 090'Udedayer 1/8'HEAT STREN'D GLASS SaRex Clear And Color Glees Satlex Clear And Color Close U" OR'Eastman Chemical Co. 8y''Eastman Chemical Co.' Q OR A75'Interlayer 1/4 AIR SPACE 5090"Inteerloyor 1/4'AIR SPACE �nt�a Interlayer 1/4'AIR SPACE By CP With PET Com a Eastman Chemical Co: BY'Kurarcy Americo,Inc. 8R'IWrorey Americo,Inc.'' ,interlayer y 1/,8•ANN..GLASS � _ c x" JA 1-~"z• J- i ct' ``iturarm!Butt PVB 1/8'-HEATI,RENO CLA a� t jpOf ICu A�rAmertrn,Ane.:: 1/8'HEAT 5RtENb;GLASSi 1riw, t j P' r9trraray America.Inc. t ;- BY taray ... „� .~..._ _ I ` M � v!,``4:. %B"f&T SToENb�6U15S�RGS?vA`T.i€V4S�17 1 u ��'' T?SIREN'D GLAD ' PRODUCT REVISED as c-ptyimB with the Florida . ..- `SILICONE MOA-Ho. tte15-0929.13 ' GE1� GE 1200 .. m GE 12M $a� DOW CORNING 899 s DOW CORNItlING 898 s DOW CORNING 899 P:piratlon Date 09f22*020 M DOW CORNING 995 N n M1 DOW CORNG t195 N M1 DOW CORNING 995 o a d \ u By r - de P act ontrol 8 XL EDGE SPACER • SI a,� tp@�L • • •' •• XL EDGE FACER STTOR O .STEEL BY'CARDINAL' ST. • • • MR.STEEL BY'CARDINAL' 1111 c OR,„,.,A.1• • ••• 1 „"„"'D. OUNIBEM BY'CUANE]P A Al�t1 y/ o E9 SUPER SPACER BY'OUANEX Eg OR •• SUPtIi fPACER•tl'f'OUMIEX' • • Ey SUPER SPACER BY'OUANE%' W M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZESbi — GIARR TYPE-'AV GLASS TYPE.'71!x, ••• ••• ••• ••• ••MASS TYPE TV 0,70.OVERALL INSUL.LAM.CLASS G.7lY OVERALL WSUL.IAM.GIA96 • • • • 0/0'OVERALL INSUL tkM.GLASS OP .' drawing no. (S.M.I.) •• i• • i i •• • •• i i 14AY I I Id i�� '•., rt!°�,A��: IW10-1811 IN ORDER TO QUAUFY FDR SMALL MISSIE•IR'ACr RATING • ••• ••• • ER IERIOR PLY OF GLASS T 'Al','B1'&'CI'MUST BE TEMPERED. 1 1111it 1 Lihaet 4 Of 11 • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 0 ANCHORS � E FLANGE & FLANGE ADAPTOR FRAME y„V IBY it FOR SPACING WOOD BUCa 1 TYPICAL ANCHORS a •: SEE SPACING _ _ ro 3 a<. FOR SPACING f�_______________ Z •:a .EDGE OISF:' MULUWI'dc COONMULLION ANCHORS PRUVE •1� a,."•.a a , I 1 MMI-OADE COUNTY APPROVED 11 0 EDGE \ I g i 1 SEE SEPARATE NDA 1ST. uii I I EDGE DIST. _ ^ Q 4�. 1 1 razSi jµµµ,111 i W t9 O TYPM ANCHORS TYPICAL ANCHORSSEE ELEV. 0°� SEE a". g 1 1 FOR SPACING FOR SPACIND a u. z 3/e•Mm WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1 ti n TYPICAL ANCHORS: SFE ELEV.FOR SPACING 2-3/8'MIK „1,/4" DIA. ULTRACON BY 'ELCD• (Fw177 164 FY-155 NS1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES0 w d = 1-1/2" MIN. PENETRATION INTO WOOD v N THRU 1BY BUCKS INTO CONC. OR MASONRY CIN c o WHEN u�D in WN Wa4O Bust 1-1/4" MIN. EMBED IMO CONC. OR MASONRY Nr a = OEM VAL BE 2%'.THE USE OF DIRECTLY INTO CONC. OR MASONRY � o �� Q oP�m GEYEIED WOOODUCKS IS 1-1/4" MIN. EMBED INTO CONC. OR MASONRY D Z FFFW m 014 OR SELF DRILLING SCREWS (Fu-74 RSI.Fy 59 KSI) o { INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK-1/8-) U o W INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) ,-, , _ ..(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) -`r'�' PR0111lt(BttISEA :q ut•, t•^�: 't- HNeIDMOtA-MNo� w:1kh_th5e.Cr to.r[daal `iITO MR` -ONRY =~2 STRUCTURE 14 MIM.,13 TI - ..k rEa 3/4" MIN. E.P1.0 Oats 22 STRUCTURE WOOD AT HEAO,SILL ORJMBS SO• OSMIN. - Wz ! sy Mtamof CommCONCRETE AT HEAD,SRL OR.IAMBS I'a=3000 PSI MIM, e. ..,..,. Wi I 1 I 1 C-90 HOLLOW/FREED NORMAL WEIGHT BLOCK AT JAMBS fm-2000 PSI MIN i 1 I • ••i i 0 •• " Mid i W3 I JUP$ N� O O •i s• 0 0 tND •WITH 1/�TIWEEP CO TAT 4-1/8" FROM EACH VER `` 1�1 1f Ill r 7j 0 1 • ••• • W2 a 1/ar X 172"WEEP SLOT AT 3-1/8' FROM EACH END ..... 11 " a < < W3 = 1/8' K 1/2'WEEP SLOT AT 3-1/8" FROM EACH END +¢ ,:•.6•i' •� • • • •'kms Y 6 EbCE IST. _ •'•• :° ' •n_ ''i+. • • • • • • drawi . TYPICAL ANCHORS •� •TYPiCN AAY0K1R6 • • • • • ?\y1 ng no. ter SOL El!_V. ,d EI/:V.• • • • • • npq� iW10-18 +'N000 BUCK FOR SPACING • fm SPACING• 006 ••• • �et. � r �tIvhll�tt 1� ahaet 5 of 17 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE & FLANGE ADAPTOR FRAME 4 ri �3 � o 1/4•MAX. BUCK WIDTH t/4•NAI(. SH S� G Z 3 TYPICAL ANCHORS VENT�"°"' VENT WIDTH FLANGE ADAPTOR FRAME 0 FOR SPACI 6 TYP. d a , i/2 O a t t/a• z WOOD gagl 'a 3 --SCREENS OPTIONAL ••_• .. - __.. .._-_.._.._.._.._.._ WOOD STRUCTUR ,BY 14 _ WOOD SUCKS XOX LAYOUT EXTERIOR TYPICAL ANCHORS >.•. - D.L OPO. SEE ELEV. FOR SPACING w NWA-RADE COUNTY G APPROVED MULLION 'AC &MULLION ANCHORS - SEE SEPARATE NOA AO - pr4l n BUCK WIDTH BUCK WIDTH O ALTERNATE O 0 Ci SWEEP LOCK Fr-==T7 t OPTIONAL TO 9 y SPRING LOCK C 11 11 $ On� I 1 N I 1 __ -- tla O;M n p 1 1 2!,2y^a e —$ � TYPICAL ANCHORS E4 SEE ELEV.FOR SPACING _.1/4 MAK... `$s `':._- BUCK _ PP r ; �f'• _-VENFWIDTH' F .a - 1YPrc/1 ANCHORS O a tO O IMM ANCHORS •. SFE ELEV. j - - - - - -SEE ELL:V.' - FOR SPACWG t - - FOR SPACING NO Tv.> INTAILATiON DETAILS SHOWN ON PAGES 5ANO 6 APPLY TO BOTH FLANGE FRAME AND o/4- FLANGE ADAPTOR•FRAMES. • •!1 1111111 METAL ••• • 110 \\�QT M BVI STRUCTURE - - • • u• • • • :i ••• `�pal /!& _ SCI7EENS OPTIONAL --•- ~ '•:•TO .� ' t — PRODUCT REVISED y 1YY as co B=with the Florida BUCKS NDA-No. 18-0929.13 ° E0 RTEIlIOR • • . '• • Q➢ oP drew no. s • e • • • XO LAYOUT • 0.L SPO. • • • `,• v • • Expiration Do O9P22P1020 �9 ••• • •• •••`: -'"�.i,+�, ••• R�IIe Pmduet ntrol 'MM ' ' ZQ� '' Oj4AL; 81111111. sheet 8 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • c a". STRUCTURE UCTURE SEE EQUAL LEG FRAME a A "Y FOR SPACINGWOOD BI1CIf 1 TYPICAL ANCHORS o •- '•�' SEE ELEV. f------------____ •".t•4- d i FOR SPACING p ° . ° •-EDGE DIST:' Q 11 NNW-DN1E COUNTY APPROYEO 11 Z ••.a'. a P. a �•• 3Me a s I 1 SuSEPARATE NOA ORT ANCHORS 1II • N \el I I EDGE ....:......::: ., _•,.., •'• 1 DIST. L� ---------- ---------- _____�� N rkr= N 0 E3 _ & - TYPICAL ANCHORS TYPICAL ANCHORS O 4 0 • �SPACING �ANG o d7 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY ' INTO WOOD, CONCRETE OR METAL STRUCTURES g TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. SEE ELEV. FOR SPACWO 2 3/9'MIN. SHN 1/H MAX. RUCK WIDTH SINS , ♦ C °•a. 1 '\'a 2-3/8'WN. pC W oN� o' \ ♦♦ C XN mo -4 M/ - ♦♦ co N tli Q M Wzj WHEN USED TRE MDL WOOD K= C Z I, m o .._._.._..._.._..........___...... DEPTH SHALL BE 2W.W USE OF 00"OR KaLM WOODBUCKS 3 PPRovm COUNTY PERWf1El1. F&mUwON ANCHORS E8 SEEE SEPARATE NNOAA U O 9 O •a 5,'. -. fR1CK WIDTH FUCK WgTTII TYPICAL SP_ORS V. � r . 0 0 � _ o i � � _ 4 � ��"j+ ,.�t t �:�y I! =,�M1 �1. � o t �"aYu �77 �• w2_/. '• Ms I 1 WI M3 _ 1 •• 4 •• • • • • •• �__� g•$#$$$ • • • • • • W3 • • •• • • moo W rm B1 • •• • •� • 11 EZ • • • • o PRODUCT REVISED ♦.. ; •` " A. % as-.01 With the Florida. VMS :.•♦ v . • • •••• • • NCA-No. 15-0929.13 _ yu •EDGE CIY..a - '• . :+ - •t•, 'v z M : •: UPKI.ANC+: EKplraHm nate O9/Y21202?0 OF drawing no. ',. 1� "'• ALAACHORS.. ••.. •.•;•• '• •• !s• • 1 • • By �pV g q(�c� flCR1oA:' ` WOW BUfX FOR SPACING ^°. ••i.' • • •• �1 • Mlam a roduot Co 1 1Nt I t:' "vs� � dW10-18 �i I,1 sheat of 11 • • • • • • • • • • ••••• • • • •• •• 000 0 0 0 000 0 • Y TYPM".`�"°>g FIN FRAMEW.Oft INT.]FINISHES roy.V o NOT BY CGI FOR SPACING i _ 0 3 1 1 1/2' � h ;i F 1 HOUSE WRAP TOPICAL ANCHORS: SFE ELEY.FOR SPACNlG Br NOT BY CGI �'gJ Ye SMS (Fu=74 ISSI 114N.) �� ® 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES C3 1-1/2" MIN. PENETRATION INTO WOOD $lip Ey GIAIONG F7 C)4Oq Ir 1 @ Hilo a N SW g WOODNOTBY iURE 1/4•MAX. SUCK WPM 1/4'� m o t GAP GAP o o Pi t3 i/2'WN. t/2'WN. n ON i >r 0 iii3333 a r W U� � t U BACKBEO CAULIGNG -r. t it t 494 W2 I M8 i HOUSE,RIP . W1 , NOT BY CGI t t •• ••• • } • • • •• EXTERIOR u geas� ,yy • • •• • • • • • �� e Q2 E2 BACKBED • • • • • • • • • `,`tt It II Y CAUUWG •• ••• •• A • • • •• H..4 0 PRODUCT REVISED HOUSE WRAP ' • ••• • • • • ne°°mPlring wHd the Florida _ •:*_ 2 3 NOT BuOding CCod0 t t/z' ° • • • • • • • • • • Non-No. 1$-0929.15 - s1 • • • • • • • • • • Espir•tioa gate 09122!2020 OP SM dror rc1g no. TYPICAL ANCHORS 000 • . 069 ••• • gy MAY 1 � Z ��••.�ORiO��, W 1 O—�$ � SPACING MI• a Product GorWol 'rs�a1Yilt L L sheet B.oft t • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TT73N PATFf i QnarrrrrY D1.6CR1P1TON NATEMAL NANF./BUPPLMRAYNARKS �� X .. E7 CCI-100 - FRAME JAMB 0 FRED MUSS 8083-T6 CGI EXTRUDER ddb E2 CGI-113 - FRAME SILL 8083-T6 CGI EXTRUDER @@ E3 CCI-102 - FLAME HEAD 6063-T8 CGI EXTRUDER Q b E4 OM-103 - MEETDRB RAIL 6063-TS 001 EXTRUDER a. ES CGI-104 - LOCK RAIL 6063-76 CGI EXTRUDER 8063-TB CC]EXTRUDER Q.+ EB CGI-LOSE - HANDLE RAIL to t7 E7 CGI-106 SASH RAIL 8083-TB Cm EXRi11UER EB CGI-107 - S/16GLAZING BEAD 6083-76 CGI EXTRUDER u, Ee CGI-108 - 0.700'GLAZING BEAD 6083-TS COI EXTRUDER O 0�. ETD CGI-109 - FROM FLANGE ADAPTOR 8063-78 CGI EXTRUDER (�Ells Eli CM-110 - NAIL FIN ADAPTOR 6063-78 CGI EXTRUDER gi iqq7 E12 CCI-135 - IF FRAME JAMS 0 FOXED CLASS 6063 T6 CGI EXTRUDER O O E13 CGI-136 TF FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-i39 - TE FRAME JAMB 6083-16 CGI EXTRUDER ELS M-140 1'MUNTN 6063-75 CGI EXTRUDER E16 CGI-141 2.5'MULLION 60W-T6 CGI EXTRUDER a b E17 CGI-605 SCREEN FRAME 6063-TS GCT EXTRUDER E18 GOT 14 - 9LL SNAP IN 6063-TB C01 EXTRUDER E18 C01-115 - 9LL FILLER - 6063-TO CCI EXTRUDER E'20 CCI-116 - FRAME JAMB 6063-T8 GGT EXTRUDER U E71 CGI-117 HD LOCK RAIL 6063-76 CGI EXTRUDER E22 C61-138 TF FRAME SILL 8083-T6 GOT EXTRUDER F23 CGI-108 - FRONT FLANGE ADAPTOR 6063-76 CGl EXTRUDER f p g O PVC p� O Z M1 CGI-382V - GAZING BULB VWYL(p16tOR1ETER 75-80 SHORE A) - � r. M2 C01-111 - BMW COVER(OPTIONAL.) - � M3 CGI-112 3'0 ANCHORS EQUAL LEO COVER/SHIM PMC SILICONE GE GNj'%X M4 - 4700'X 0.040'BEAD GE7200 SILICONE M MS - 0.700'%0.040'BEAD DOW 995SI000NE DOW 10 O a MB - 0.700'X 4040 BEAD DOW 889 - SILXXXNE DOW Z w - M7 2/L1TE SETTWO BLOCK IPOM OUROMEIER 8035 SHORE A $:R PROTECTO WRAP WATERPROOFINGORMUM. - - M9. flea ROLLER TRACK PVC U K' M70 CGI-128 2 PER SASH ROLLER HOUSORO NYLON M11 W2320ING PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGRESS LACK ALUM. SULLNAN MIS C01-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M AN11L1FT-BLOCK s. - r- s. ®g ._F �.�_, r-f .�+- _ ,�a�-, i 1�1mi�� wll_ •�:.�' T :-e i - - _6 C- � a j,: •vyc 'M CGIe�- :'- - tN{kC.Elt'.. :_: _ in 1 5' _.)t2 :�: ENi$e� tee';:i •.••sty _•,'1 _ 73M01-32-•, -FAM K.. _ u - y!"..s.nFjF u+,}..: .__=. °• T,the FTorWa" MIS CGF132 J 2PER-WD,2" SASH-STOP- :- QVC .$ PROTOTYPE _ $plWlttg' dddeee •$1212 j 2 , MIR COI-111 0 FFL HEAD' SCREW COVER .. - .PVC ..-PROTOTYPE. . . NDA-Na. 1S-0929.13 M20 CG1.-125 2PER SASH SA4H CAM(B/T BALANCE) NYLON' M&M ' .. - BRplraeon Oats 0=2=20 . F122 - VARIES w-FLO WEEP COVERS PVC AMESBURY OR EQUN •• • • -• • • • • • AAI Pro act ontrol m S$ S2 - 2 OR 3 PER COl07FR f f0% 1 1/4'LG.PHL PH.SMS. ST/ST.ASSEMBLY SCRL�di t • ! • • • • g u o it.u S3 - 1 1/4•EMBED. f B%1 1/2'IS.PHL PH.SMS.FIN ANCHOR SCREW • • • • • • •• 1t 11111 1 1 S4 4 PFR W0. f 8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW • • a • a • • • • ♦♦♦♦1�.f►•�:..ayAsi� o ', S5 2 PER tND. /e X I-I.C.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - ♦ P•M�'°'O1:M •".fd ,@) 58 - f e x 1/2'LQ M.SMS.0 CCt-133 h CAA LOCK - - SB - 4 CM.RAIL f 10 X 4'LCn PML PH.SMS. SF/ST.ASSEMBLY MEETING RAIL 59 2 PER ANTTuFT i 10.x 5/8'I.G.PHIL Pit SMS. SF/SL ANTUFT SCREW • ••• -• -• • • *e {a :' • • • • • • • • • • OF ?•(T/�� drawing no. ... ... ... 14AY 1 1201 onini. a��• SAF Hatt sheet 9 aR11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 2.440 2.446 2.113 .065 .490 .120 �v 1.015 a .705k.. � . Z ^g2.101 1.301 1.301 '• 1.680 .864 F 2.848 2x481.601 TM 5 1.220 1.007 .050 O 5/16'GLAZING BEAD O .700' GLAZING BEAD ffs tags 6 Ny�1 1.155 1.155 LI'l-W] • 1.4491.015 1 .745L E11 NAIL FIN ADAPTER 1'785 R 3 N 13 FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL -293 1.496 .0S0�.t� .ems -t C o b015 1.788 -1.413-1 $ 1,015 �5 1.140 Fr Tl?. 2.264 1.265 O FLUSH FRAME COVER O SCREW COVER b 1.01.5 7.220 O LLL--��-----��JJJ •080 4.485 3.185 Tw• 2.885 1.043 C OE9 LOCK RAIL SILL FILLER ,.789 O ui �t 1.490 .180 C N o;En c 2.440 2.440 SSO N N MI O 2x10 .9� 00 n FLANGE FRAME SILL O FLUSH FRAME SILL y 015 .0 1.220 �. 1.220 2777 2.7n © FLANGE ADAPTOR 3 0- 1.043 .085 065 F INP. nP. �' ALT. LOCK RAIL 2.505 2.813 2„505 2.613 e"2 B. .092.737FLANGE FRAME JAMB (MOVING) ®FLUSH FRAME JAMB (MOVING) �n 0 �ddaNy A 911 •• ••• • • • • .• •• •°SE�'$ ' O HAND RAIL • • • • • • • • g u o�s o 1.02.9 • • • • • • • • • \ o J VV 2. . 2.6oS .085 TYP. 1.0,5 13g5 PRODUCTREVISED .!4!•• • • • • BuIMin9191ng with the FlorWa `fit t• ••;'�t= • • • • • • • • NOa Flo Codo15-0829.13 _ $ '�0 • •• • •• 0 4 �Iratton nate 09/22=20 1.245 �.', OF '. drowin9 no. 1815 •• • • • • • ""Op1p1••.•' \� ••• • • ••• ••• • e ro ua n of 14AY ZD `S/......... A� �` �'0-18 FLANGE FRAME JAMB (FIXED) Et FLUSH FRAME JAMB (FIXED) O SASH RAIL _ �i till1 4 sheet 10 of 11 , ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W `J A�� Ogg FRAME FRAME TOP CORNER d� TOPjBOTrOM CORNERS _ SZ Cl w O C4n M aD i � O i =I , - L Hil ••. • • • • • " $ • • • v • • • • • • •• • ``�ttlll II�� •• ••• •• • • ?AAMBO M CORNER PRODUCT REVISED 3 B•es IldioB Code aompW wllh the Florida $ i se i •i• • • ••• ••• ••Iloa-No- 15-0929.13 i •• i • i i •• • •• i 3Pl-- NOFFIXEQ IdG- RML CORN ... ... ... .xuem rroduot Cootro 14AY f 1201 ',ss�avn4 . . . . . . . . . . . ••• • • • ••• • • M IAM I-RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION "_': T(786)315-2590 F(786)3.15-2599 NOTICE OF ACCEPTANCE OA s w .mtamids►de.Qov/economy CGI Windows and Doors,Inc. 10100 NW 25 Street K '; Miami,Fl.33171' SCOPE: , This NOA is being issued under the applicable rules and regulatiodgoYerning the use of construction materials. The documentation submitted has been reviewed and acce"ptci'by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and otherareas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The 01 mi-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.ao'.comply with the Florlt6Dvtlding Code,including the High Velocity Hurricane Zone. •.• •. • . • DESCRIPTION:Series 11238"Outswing Aluminum Casement~ow--1L.M.1.0 APPROVAL DOCUMENT: Drawing No. W98400, titled "Seric`s ,�S Alum OutsAijig Casement JVdw. ;*Goo (L.M.I.)",sheets 1, 1.1,2,3,4, 5, 5.1,6 and 7 of 7,dated 12/04/98,with revision Jtl,p_jqd.04/10/15,.0r,*ared..... by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P;&;, ,,;,t earing tl>e Uiami-Dade.County..:..' Product Control Revision stamp with the Notice of Acceptance numq i• itn¢ expiratioi:date by the-Mami- •••••• Dade County Product Control Section. „. i �" • •. MISSILE IMPACT RATING:Large and Small Missile Impact; ""Want', •••••• , 1 . LABELING: Each unit shall bear a permanent label with the man tacturer's ndl+ne'of logo,cid}',.state, . model/series, and following statement: "Miami-Dade County Produdt*�trol Approved", unless oWise noted herein. RENEWAL*of this NOA shall be considered after a renewal applidation has been filed and there has been no change in the applicable building code negatively affecting the peiiMii6iice of this product.. TERMINATION of this NOA will occur after the expiration date oi,,` t ,�re,has been a revision or change in the materials,use, and/or manufacture of the product or process. I+r4isgi$e;of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall auk r{}chi lly terminate this NOA. Failure to comply,with any section of this NOA shall be cause for termination and'removal of NOA. A T\TITTITTCITA/fTy'Alm .i NOA—im:, a receded e—we,[.�JQ ade�aui}t I�ertd&—ai�a — 1_111J,4.ILi1l11:Ja .a• i r—p ty`1}.. " followed by the expiration date may be displayed in advertising liteture: If any portion of the NOA is displayed,then it shall be done in its entirety. IV ' INSPECTION: A copy of this entire NOA shall be provided torsl�user- by the manufacturer or its distributors and shall be available for inspection at the job site at they�,., isest of the Building Official. This NOA revises NOA#14-0506.01 and consists of this page 1 and i; •idence pages E-1,E-2,E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-6512.19 CMIAMIum MADE COUNTYExpirationDate: October26,2018 ` ;�a of Approval Date: September 17,2015 Page 1 41 and CGI Windows and Doors;Inc. '. NOTICE OF ACCEPTANCE: EVIDEN ,L$B'NHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. i (Submitted under NOAIs#96-0417.03 and#011 f F03) 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated;,.,12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, sigted ..and sealed by Javad Ahmad, P.E. r` B. TESTS. 1. Test reports on: 1)Uniform Static Air Pressure Test fadiiig per FBC TAS 202-94 ! 2)Large Missile Impact.Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading ►er`itBC,'TAS 203-94 along with marked-up drawings and installation di'a, of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlajYrurgseal®and Super Spacer® insulating glass spacer,prepared by Certified Te es,Test Report Na. ' CTLA-3056 WA;dated 03103/15,signed andsealey Ramesh C.Patel,P •• 606690 2. Test reports on: 1)Uniform Static Air Pressure Test, I oading per•FBC TAS.202-24 2)Large Missile Impact Testper F C'TAS 201'-74 0- 00.0•• 3) Cyclic Wind Pressure Loading .. SBC,TASK ,0 ,�4 ;••.. along with marked-up drawings and installation di a aln of:a sefics.=O PVC.,45r4ect ..... out window,to qualify DuPont"Butacite"PVB int Y'��33''er,Durasealftnd Super•• 96669 • Spacer(W insulating glass spacer,prepared by Certi=itd;Test LabAfataties,Test Rdport No. CTLA 3056 WB,dated 03/03/15,signed and Baled by RaX6s�i'C.Patel,PSE. •;;• • 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading pq FBr TAS=94 . 2)Large Missile Impact Test per FBC;.TAS 20t-9V ... 3)Cyclic Wind Pressure Loading VeT.�BC, TAS 203-94 •• along with marked-up drawings and installation di ' of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB n' , yer,Duraseal®and Super Spacer®-insulating.glass spacer,*prepared by Cern' P'st'Laboratorie's,Test Report No. CTLA 3056 WC,dated 04/16/15,signed and,, ,d by Ramesh C.Patel,P'.E. 4. Test reports on: 1)Air Infiltration.Test,per FBC, 02=94 2)Uniform Static Air Pressure Te twciing per FBC,TAS 202-94 3)Water Resistance Test,per FB $'202-94 4)T_ p 21 5)Cyclic Wind Pressure Loading `. SBC,TAS 203-94 6)Forced Entry Test,per FBC 242-.1, and TAS 202-94 along with marked.-up drawings and installation" .agram of a series 318 outswing 7 aluminum casement window,prepared by Certifi ' qs irg Laboratories, Test Report No.CTL-3009WB,'dated 03/24/14,signed and sed{ !by Ramesh-C.Eatrl,P.E. (Submitted under previous NOA #14-0506.01). ti t3C' Manuel Pe z, .E. � Product Control xa finer I' �. HOA No.l - I2.19 P � ipiratfon Date: October 26,2018 Aj)prbval Date: September.17,2015 E-1 F. ' I N . Vit. I CGI Windows and Doors,Inc. • aux�' NOTICE OF ACCEPTANCE: EVIDEN HMITTED B. TESTS(CONTINUED) .` 5. Test reports on: 1)Air Infiltration Test,per FBC,Tt ' 02-94 2)Uniform Static Air Pressure Test,,l ir` igg per FBC,TAS 202-94 3)Water Resistance Test,per FBC,,-AS 202-94 4)Large Missile Impact Test per F . �` AS 201-94 5) Cyclic Wind Pressure Loading i"41%FOC,TAS 203-94 i 6)Forced Entry Test,per FBC 241.1 ; ;1, and TAS 202-94 along with marked-up drawings and installation'.di�am of an aluminum casement window, prepared by American Test Lab of Sou*aiorida, Inc., Test Report No. ATLSF-1109.01-12,dated 11/20/12,signed and seal 'by Henry Hattem,P.E. (Submitter)under NOA#12-1220.14) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS;-202-94 2)Unifoim Static Air Pressure Test,,,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC rx, S202-94 4)Forced Entry Test,per FBC 24f 1,and TAS 202-94 .... along with marked-up drawings and installation dj4rat .of an aluminuln•oaWment••••;• window, prepared by Hurricane Testing Lab., Tq i Test R4mo 14o. vem-wo- '. 0301-07 for specimen A and B,and HTL-0080 O0,,il51 Q7,,for spttr&b1i B and 1C,'8ated 09/21/07 and 10/12/06,both signed and sealed b lo*t�'i'!� Abrah•••• �E. ••••' (Submitted under NOA #08-1010.02) y x4 ti�aq,;r +e .• ' e ra •.e•. .• •• •�••• 7. Test reports on: 1)-Large Missile Impact Test per F 'TAS 201.1•.. •••• 66600 2)Cyclic Wind Pressure Loading ` f • C,TA9 209-94 along with marked-up drawings and installation diary of an ald ?Alim outswing • 'G,•. r. �? . . . . ...... casement window,prepared by Hurricane Engineer n f. t'Testin ,Ind.,Testcports . No.HETI-08-2143,HETI-08-2144,HETI-08-42 �'d HET11Q7 4298,dated . :•• • 06/27/08 and 07/17/08,all signed and sealed by Can `F,Font,P.E •• ;i (Submitted under NOA #08-1010.02) "ria°d 8. Test reports on: 1)Large Missile Impact Test per Fs ,C TAS 201-94 t 2)Cyclic Wind Pressure Loading�er?,BC,TAS 203-94 along with marked-up drawings and installation.diaam of an aluminumcasement window,prepared by Hurricane Test Laboratory. est Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, d4ate ",03106196 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA.'s N,96--041 Z 03 and Ey ' Manuel ere Product Control ExM er NOA No.15-012.19 Expiratlon Date: October 26,2018 k,Approval Date:•September 17;2015 E-2 f , ' F C� CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENGE9tJBMITTED #' B. TESTS(CONTINUED) 9. Test reports on: 1)Air Infiltration Test,per FBC,T' 02-94 2)Uniform Static Air Pressure Teg per FBC,TAS 202-94 i 3)Water.Resistance Test,per FB(3, 5 202-94 4)Large Missile Impact Test per 3C 'AS 201-94 5)Cyclic Wind Pressure Loading Perj_1C,TAS 203-94 +I 6)Forced Entry Test,per FBC 241:1_., Jl:1; and TAS 202-94 along with marked-up drawings and installation diag6m of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No, FTL- 1003 and FTL-1041,dated 10/14/94,both signed Ind ealed by Yamil Kuri,P.E. (Submitted under NOA#96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis-complying with FBC-2010, dated 4/24/14,prepared by Al-Farooq Corporation*;-"S`1"ghec,and sealed by Javgd.. Ahmad,P.E. ° . . 0000 • (Submitted under previous NOA#14-0506.01) 4 •• ' 2. Glazing complies with ASTM E1300-09 ;%'§,�, °":" � �� •��• it •.•.•. • :0000: A,� •.•• • . • • D. QUALITY ASSURANCE � $rrm,il.. sees .. •• ..�.°. 1. Miami-Dade Department of Regulatory and Econa rt;Resources OZER) ••••• *fees "I'Lf Y •• •• 0000 0000•• E. MATERIAL CERTIFICATIONS i , ' • „� 1. Notice of Acceptance No. 14-0916.11 issued to Ku1>lirgy America,Jne.for tirair• losses "SentryGlasO(Clear and White)GIass Interlay�r "''dated 0&7,.5f 13,expiU§on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued toK&Ai ray America,Inc:for their "Butacite®PVB Glass Interlayer”dated 04/25/15;'expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Comm`'osite,Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. �� Chemical Company(MA)p 4, � Notice of Acceptance No. 14-0423.17 issued to Eastiiiiani for their"Saflex Clear and Color Glass Interlayers".dated 06/19/14,expiring on 05/21116 ry` Manuel Pere ,P. . Product Control Ex min r p NOA No.15-= 9� Expiration Date: October 26,2018 aApproval Date: September 17,2015 E-3 i.ste +. 1 d °k4 �•i 7. U A . s CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCEtSYJBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with E41,t`h Edition(2014),dated April 11,2014,issued by Al-Farooq Corporation,signed and"sealed by Javad Ahmad,P.E. (Submitted under previous NOA #14-0506 01) 2. Proposal No. 13-1098 issued by the Product Controls°Section, dated October 02, 2013 �P and revised on February 24,2014,signed by Manuel Pcrez,P.E. t (Submitted under previous NOA #14-0506.01) 3. Laboratory compliance letters for Test Reports No �-HTL-0080-0301-07 for specimen A and B and RTL-0080-0905-07 for specimen B and,G,issued by Hunicane Test Laboratory,Inc.,dated 09/21/07 and 10/12/06,both,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA #081010.02) 4. Laboratory compliances letters for Test Reports No HETI-08-2143, HETI48--2144,HETI-08-4287 and HETI-07-429 ;i sued by Hurricane Engineering&Testing,Inc.,dated 06/27/08 and 018;all signed and sealed by Candido F.Font,P.E. (Submitted under NOA #08-1010.02) S. Laboratory compliance letters for Test Reports N% L-0080-0303-96 and .... HTL4080-1107-98,issued by Hurricane Test Labgrdry,Inc.,dated 03/06796 aall ...... 11/10/98,both signed and sealed by Timothy S. 1Vla�ra "all,P.E. •• .• •. (Submitted under NOA#96-0417.03 and OI-1002. ••'•'• '• '• •••••• 6. Laboratorycompliance letters for Test Re orts No` �-1603 an• 104 iss ed • p p Sljyt- Iv � ....: by Fenestration Testing Laboratory,Inc.,dated 10114/94,both sled.And se%, Qd 1* ..... Yamil Kuri, P.E. • • Submittedunder NOA #96-04.17.03 ••••'� •••••• ""'• 7. Test Proposal for the qualification of Butacite®P W �assnter:i�&'8y Kurara'y •• America, Inc.,as well as Duraseal®and Super Space Standard vtiarm-ec • flexible insulating glass spacers, dated December 16;2014, issudd by REP, PrQduct :*see: Control Section, signed by Jaime Gascon,P.E.,Su 'er`i sor,Product Control Sect4n. � G. OTHERS " c 1. Notice of Acceptance No. 14-0506.01,issued to CG. indows&Doors,Inc. for their Series"238"Outswing Aluminum Casement Window-L.M.L,approved on 06/26/14 and exWrinR on 10/26118, {.10 20� �. '141, Manuel erez ;{ Product Control Ex i r ,I NOA No.15-0 .19. xpiration Date: October 26,2018 f� '4proval Date: September 17,2015 !I 'N il GENERAL WINDOW SECTIONS WINDOW WIDTH r, FLANGE FRAME VENT WIDTH ��V _ WW-2 D.L.OPG. t WW -7" 8'MAX.TYP. Q 7 A H CORNERS �. $ g I £ $ 2 CAM LOCKS ai B 2 LOCK POINTS ALL SIZES C II / R m FS C O Qi 3 N/ itypP+i 11 11 6 Q AATUACT VDIDDWS IDLY £ B 0 1 z ='G=-T====�F==- SURFACE APPLIED sj!7[�i P• J R ______ g \11 II OPl'IDNAL NTINS Q l� 1 ____ IItI\ ii O FOR GLASS TYPES. REFER TO t SHEETS 3 AND 4. B I 1 2C WX TYP. O Gf t 7 2 3LLOPG. D.L OPG. 2 t/2' AT HEAD/SU G t' VENT WIDTH VENT WIDTH t` TYPICAL ELEVATION 4 R VhN00W WIDTH WINDOW WIDTH (FLANGE FRAME) h EXTERIOR MULTI POINT LOCK fS 3 o ' 1 BY'TRUiFt MULTI POW LOCK ALT.TO SCAM LOCKS a'i .Tj.o J I ALT.TO CAM LOCKS [� o CL I MAX.WOW. LOCK MAX.WDW. LOCK iL�S U'- HEIGHT POINTS HEIGHT POINTS = I o 42' 1 2 0 38' 2 - I 84 4 74' 4 j,�) I t t I.. r �• M •� _j:- � � �r-I '�-, ass C&-SHALL Mt Sajr I. SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS: °• t •• • • • • • •• S gig USE cwLRTs As FOLLOWS. • •N•LQI •E$� • • •a+• • *• FOR MULLION/MULTIPLE UNITS, REFER TO DETERMNE DESIGN WIND LOAD REQUIREMENT BASED • P�F�j1S y � Gney AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N.O.A. . ON WND VELOCRY.BLDG HEIGHT.WND ZONE •• R QF TyE BURRING CODE INCLUDING HIGH VELOCITY STEP IUSING APPUCABLE ASCE 7 SIANDARRD. •• i1WW!CANFi NONE#AW)p • •• >t$ STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESWN LOAD WOOD TOTHE STRUCSUCKS 13Y OTHERS,TURE. BE ANCHORED PROPERLY TO TRANSFER C ��ISED N�� $ CAPACITY OF DESIRED GLASS SIZE/TYPE LOADS STEP USING 121ARf ON SHEET 8 SELECT ANCHOR OPTION • •• ORS AS L6fEt�SP AS SHOWN ON DETAILS ANCHORS CAN. Building tb" �4 � AceeplmKnNe fig-US12.1 WRDL DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED • • �"W` •` �TER�(iL,�I% BEYOND WALL DRESSING OR STUCCO. 4 2 vpro rfO1D IN STEP t ABOVE. • • ANCHORiG JR t�ING COINITIONSRJO P SHOM IN THESE DETARS ARE STEP 4 IF AW40NUM&1CK SYSTEM IS USED USE CWRT ON 0000 • Ol•PA1tT 0�' APPIAV • • • �9i P.adue drovring no. SHEET 7 TO DETERMINE CAPACITY. ••• • A LOAD DURATKINNpICREASESM f Nl OESIGN OF ANCHORS INTO WOOD ONLY. STEP 5 W98-100 THE LOWEST VALUE RESULTING FROM STEPS 2.3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. SHALL APPLY TO ENTIRE SYSTEM. sheet 1 Of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW WIDTH �u 0 VENT WIDn1 � 1 WW-1 1/2' © s--------- a.GENERAL 2 W73 INDOW+ SECTIONS ®10 B A2 LLLx O°i C _=Ai__-Nyi{I1iu�iIt1D .L/-_O/P/O-. EQUAL LEG FRAMW -s 1/2K ii�lr�1I'iriii�1I g•HEM�AADXm.SYGK$IILL3lY P• CORNERS 1A no 00 _ G�Qas�i 1ap�pOZ �;a 2 CAM LOCKS z 3OCK POINTS SIZES J z SURFACE APPLIED SNUBBER FALSE MIHTINS AT IWACT VINDVS MY OPTHWAL s ---------- 0 wZa.noEt � v g �p 124"MAIL TYP. AT HEAD/SILL TYPICAL EI FVA71ON N (EQUAL LED FRAME) 0 3 M 031e FOR CLASS TYPES, Z z 2 D.L oPD REFER TO D.L.OPD. 2 1/2' , o VENT WIDTH SHEETS 3 AND 4. VENT WIDTH 3/4" U�� WINDOW WIDTH WINDOW WIDTH O EXTERIOR MA)aM MULTI POINT LOCK MULTI POINT LOCK BY CAM , ,*... ALT.TO CAM �� LOCKS '_ g II 'TRUTH BY LAC z'.� LATERIUiR.WDWi Ix-.`r � m _ .14EgICg.'ISILCK -POINTS 42• JS2- 63' '4 74' cg=I( f; $ 8$$ •• ••• • • • • • p•� j 111 • • • • �c4om - En9n JAVAD Cw PRODUCT REVISED 3 2 FLA.PE CAN.SS3B�f 7082 wm plyinswidigm FloNd• 3 © •• • • • • Acal msNa�rJ•aSl� � • • • • • • 7 • • • • • • • • • 1 • - •• • • • • • • T7 �� drawing no. n •• • • ••• ••• • A 2 W98-10Q sheet 1.1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • p-2b2S 2 5/8, 2-075 L757 .758 5 I —l5 3-000Z 3 3,307 .090 TYP. OD L.875 ZJZ 2b2S m 0 iy 2.234 2.465 "11 .7E0 Q S 1438 Q7 QQQQ333 0 go CORNER KEY V t3 ® .060 TKCKK Sr.STEEL .062 TNICKALUMINUM Q FLANGE FRAME Q VENT (5/16' LAM. GLASS) a 2075 L757 T �(( .090 TYP. 4 Z� 1.057 L67S a 2.465 2,715 L L438 VENT CORNER 08g TYp, 1624 V z +A EQUAL LEG FRAME VENT ONSUL LAM. GLASS) n ALL FRAME AND VENT CORNERS TO BE ITEM PART f QBANTTIT DESCRIPTION MATERI43, MANE./SUPPLER/RSMAREB L757 0 SEALED WON Gf SOPRUF OR EQUN. 5 =-373 4 FLOW FRAME 8063-TB 07OND(OR EQUN. U COI-387 4 EQUAL LEG FRAME 6083-T6 QiDM OR EQUN. .090 TYP. Vs 2 Ca-378 4 VENT(5/18•IAM.GLASS) GO63-T6 O16ALEK OR EQUN. L8755 Iry-7VnV��,� �N M .780 28 CGI-381 4 VENT(LNSUL LAM.LUSS) 6063-TB INOALIX OR EQW. 5 2C f:61--385 4 VENT(7 18'WI.MASS) 6083-TB IN071DI OR EQUN. 1—•1 J L438 � 3 001-375 4 OGEE GLA2W0 BEAD 8063-73 OIDALE%OR S". 3A z 3A CGL-388 ' 4 ISQUARE G=NG BEAD 8083-75 INDALIX OR EON. S O 4 - 4 -060 THXX CORNER KEY ALUMINUM- 4 5 - 8 .060 THCX CORNER W ST.STEEL- 1347 (0.)O O 6 AP-425 AS READ. FRAME WEATFSRSTRIPPM SCHLEGEL ALS VENT (7/16"(7/18'LAM. CLASS) 0 7 Q250-K-180 AS REQD. VENT WEATHERSYMPPING - SCHLEM Q-LOw .754 ' - 8 35-10-00-101 GE VENT 4 MR HLN .AT TOP AND BOTTOM STEEL. TRVTH,ATTACHED W/(6)/8 X 3/8'SS SMS r2/VENT FACE MGM LOCK STEEL TRUTH.ATTACHED W/(2)10 X 3/8'SMS 2 13-00-zO 1/r.VF, OL11 POW LOW v ¢ - - .s• '4 - -_ r-. .)ALFz :1/iIEFrt n Paw Low, L �'�- ---�" - I IF f I '�l ! � `'r�; r� c g THiMG'nWiK6�ER.(4T FRAICE�JAMS LQBK :ST§EL CCr'A?I XVII tont x 3/8".55. i _ __ •-rt, - - 11 ± 1},�:'.q;+7' -OPERATOR 0 �+ i y 8 X 3 8"SS SIRS + - (PTiONAL)"°- .,..STEEL :h! 7r.(2)/ / L �l MTOR(OP M—) STEEL. LNiERLQQ c, CGI-375: OGEE GLAZING STOP 12 30175. '..t. OPERATOR TRARSC 13 - .70 2/CORNER FRAME AND VENT ASSEMBLY SCREWS - �f10 X 1-1 4'SS SMS - •• ••• • • • • • •• q117 Y I - • •• • • • • ••• • 0 • • • • a • • • • ®CGI-386: SQUARE GLAZING STOP _ •• ••• •• a • • •• E.qr. W AHMADCra T g FI/1.PE 70682 PRODUCT REVISED a 33 CA& ®cmplyivs with gm Plaid. ••• • • • • Atte'plaBlbCe T�4o Is-o")4.19 • Y 2015 rlan Doe >8 8 FRAME CORNER •• i• • i i •• • •• i i By droving no. ... • ... ••• . "''a "°m I W98-100 6he6t 2 of 7 , 0:0 •• • i • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8"ANN.CUSS 3/18'ANN.GLASS 3/I6'HEAT STREN'0 GLASS r1l c075'SoOex CP VAth PET Coro 07S'$aflax CP With PET Core By'Eastmon Chemical Co.' By•Eastman Chemical Co.' 090"SaOex Clear And Color Glass 090'Sallex Clsar And Color Glass 090"SaOex Clear And Color Glass - ByBy'Eastman Chemical CO: By'Eastman Chemical Co.' BNTERIAYERS .0 •Eoetnlan Chemical Co.' 3INTERLAYERSINTERLAYERS 080'Sen Toa090"Batay A PTB By' romyArn BY'Kuraray Americo•Ins.' By Kuroray America• Inc. By'Kuroroy America.Is.'.090`Bulocde PVB 090`Bulocite PVB 1/8'ANN.6Y.ASS By'Kuaray Americo.Inc.' By'Kumroy America.Inc.• 3/16'ANN.GLASS ro 3/76"HFAT STREN'0 GLASSSILI_GE]200 i SILICONE j GE iCONEMW 995 GE-1210 200 DOW 899 DOW 899 LLOV 899 AD OPTIONAL ALL HARE ES 5/18" NOMINAL 7/16' NOMINAL 7/16" NOMINAL GLASS TYPE '2' GLASSTYPE '3' GLASS TYPE '6' pWoEMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT ITINDDBS 0 NO 9iurFERS RFAW8:0 NO SNOTWIS REDO M NO SLR01ER5 REQUIRED .-. REFER To SHLEIS a MM 7 FOR 61SWA11DN DEGIFS Rk7ER TO SHEETS 6 TM 7 FOR DISTALIAIM OETAIS REFER TO SHEETS S IHIW 7 FOR INSOLLAIM OEIAES 3 1 N v=Or GLASS TYPE'2• GTAS9 TYPE"8• GLNSS TYPE•8• WWOS DANS. GLASS TYPE•5• GLASS TYPE's' ata6S3 TYPE'e' 1T1NODIF D1Y8. GLASS TYPE'2• GLASS TYPE'9' OIA83 TYPE'S' , m tWDTtt170.(+) INT.(-) EXE.(+) INT.(-) W.(+) INT.(-) WIDTH HOGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 190.(+) INT.(-) WIDTH HEIGHT EXT.(+} 1Nr.(-) EXE.(+) INT.(-) 100.(+) 1NT.(-) Z A 20• 110.0 194.3 110.0 195.0 110.0 195.0 20• 989 112.6 110.0 195.0 110.0 195.0 19-1/8• 110.0 195.0 110.0 195.0 110.0 190.0 m 24• 110.0 181.9 110.0 195.0 110.0 195.0 24• 85.8 95.4 110.0 195.0 110.0 120.0 28-1/2" 2C 110.0 105.0 110.0 195.0 110.0 195.0 t 0.1^ _• 110.0 13lla 110.0 195.0 110.0 19SA 28' 76.7 83.3 110.0 120.0 110.0 120.0 37' 110.0 145.4 110.0 195.0 110.0 195.0 O 30• 110.0 129.5 110.0 195.0 110.0 195.0 - 30' �, 73.2 77.7 110.0 MCA 110.0 120.0 42• 110.0 128.1 110.0 195.0 110.0 195.0 13 32• 110.0 121.4 110.0 19SA 110.0 Nn.:-.2 32' 70.2 729 110.0 120.0 110.0 120.0 19-1/8• 110.0 190.6 11DA 195.0 110.0 185.0 p N r 3g• 107.9 107.9 110.0 195.0 110.0 38• 84.8 849 110.0 120.0 110.0 120.0 26-1/2" 110.0 1375 110.0 798.0 110.0 195.0 N o qo• 97.1 . 97.1 110.0 195.0 110.0 40' - - 80.0 BOA 80.0 BOA 3Y 38-3/a, 985 98.5 110.0 1845 110.0 120.0 p 3 N M 42' 925 92S t10.0 120.0 80.0 42' - - 80.0 BOA 80.0 60A 42• 889 869 110.0 120.0 110.0 120.0 0 In 20• 110.0 1665 110.0 195.0 110.0 195.0 20' 86.7 88.7 110.0 195.0 110.0 195.0 19-1/8" 110.0 1445 110.0 195.0 110.0 195.0 z 3 c 24' 110.0 1389 110.0 195.0 11Q0 195.0 24' 714 73.4 110.0 120.0 110.0 120.0 26-1/2• S/8� 99.7 104.3 110.0 195.0 110.0 195.0 3 0 28• 110.0 118.9 i 10.0 195.0 1140 195.0 28• 64.2 54.2 110.0 120.0 110.0 120.0 37' 74.7 74.7 110.0 120.0 I ta0 120.0 0 �" 42• 110.0 111.0 110.0 195.0 110.0 195.0 30' 86 60.6 60.6 110.0 120.0 110.0 12MG 42" 859 659 110.0 120.0 110.0 1240 32' 104.1 104.1 110.0 195.0 110.0 120.0 32' 515 S75 110.0 120.0 110.0 120.0 19-1/8' 98.7 1041 110.0 195.0 110.0 185.0 G1 36' 92.3 92.5 110.0 120.0 110.0 120.0 38• - - 80.0 BOA 60.0 60.0 26-1/2' 83' 749 77.9 110.0 120.0 110.0 120. � 40• 83.3 83.3 f 10A 120.0 110.0 120.0 40' - - BOA 60.0 S0.0 80.0 37• SOLO 60.0 110.0 120.0 110.0 120.0 42' 79.3 79.3 110.0 120.0 80.0 SOA 20' 88.4 86.4 110.0 193.0 110.0 120.0 42' - - 60.0 60.0 emu 60.0 2p . 110.0: 14¢.Z195.0 110.0 185.0 24' _ 58.1 58.1 '110.0 120.0. 110.0 120.0 19-1/8` 810 83.0 110.0 1854 1/0A 1200 .,g :_ 9 f.;L35.1 7. 7 nj _ '.*A....J 10'0__ 120.O�t ..110 M. 4�DA -- b� �t7tL. I ! .d•. .3 .0 „3. ,meq 4 ,f �4 i, .:C.. �.- ,f - 8398•-.x,64-.1" ,j2F 1 S:R- �46,R yQB " 41�.� ";6s.3 < ... 32' -. - 91.1. -.9.1.1. -;,1i1).Q:."1 .110.0 .48 140.0 .. - (.gpp.. :80A SOA80.0 n a { ug J8• 80.9 809 -110.0-- '120.0. 110.0 . 120.0 3Y - - -600 60.0 BOA 89.0 # LMEIMIT MAX. LOADS TO CK 0 TF - _ .. 40 .. 78•_ EN MULL.F'01M LOCK BY'INEERLOCK' 9B, 0.2• 69.4 69.4 110.0 120.0 60.0 00.0 20' 52.0 52.0 110.0 120.0 110.0 120.0 a ^ m #4c SIZE 37•X 77'APPLICABLE TO FLANGE FRAMES ONLY c v H o 20' 110.0 1295 110.0 195.0 110.0 195.0 24' •• 43R 0.0 1 .0 1 120.0 SEE SHEET I a ry g 24' 98.0 107.9 110.0 195.0 110.0 195.0 28' �' 38.1• •38•• •11010 120.0 110.0 120.0 8 _ 20' 88.2 925 110.0 120.0 110.0 120.0 30' - i l 0 .0 60.0 60.0 0 u • 30• �" 84.4 85.3 110.0 120.0 110.0 120M 32' 0 -• •-• 80.1 660 40.0 60.0 32' BOA 60.9 110.0 120.0 110.0 120.0 20' OA 1 0 10.0 720.0 36• 719 71.9 110.0 120.0 110.0 120.0 24" 34.9 349 110.0 120.0 110.0 120.0 n JAVCNIL AO PRODUCT REVISED 777 e 40• 649 84.8. 110.0 120.0 110.0 1240 25• Be - - 110.0 120.0 $4S 545 FRA PE.t 70592 m complying X01 dw Florida 42• 61.7 81.7 110.0 1211. BOA 60.0 3o' • • •- •' ft.2 St.y 51 511 3578 Building 0512.19 I 32• • _ • -• 4818 �3• 18.3• 45,3 AccetnsNlee No 1�7• Iicp w 1 nue /eg NOTE: • • • • • • • • • • v GLASS CAPACITIES ON THIS SHEET ARE NOTF• •• • • • • • • By /t l drawing no. BASED ON ASTM E7 300-09 (3 SEC. GUSTS) LOAD/'AREA LIMITS • 000 ••• ' 015 Ix nEac P`°"a W98-100 AND FLORIDA BUILDING COMMISSION FOR +110.0• -120.0 P S 1 0.0 S0. FT. T DECLARATORY STATEMENT DCA05-DEC-219 +110.0. -195.0 PSF 10.00 SO. FT. sheet Sof 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8"TEMP.GLASS 1/8-TEMP. GLASS �V I AOT SPACE AIR SPACE 8 TEMP.GLASS a0 1/B"ANN.GLASS 1/075"SaRex CP With PET Core .075'SaRsx CP With PEr Core Z By'Eastman Chemical Co.' By'Eastman Chemical Co.' k 090"Saflex Clear And Color Glass .090'SaOex Clear And Color Clow By'Eastman Chemical Co.' INTERIAYERS By'Eastman Chemkel Co.' d 6T lv INTERIAYERS a �, 090'Sen las By9'Xuarnoy Giimerica,Inc.' By'Kuroray Americo, Inc.' It .090"Butocite PVB 090"Butocite PVB p By'Kuraroy America,Inc.' By'Kuraroy Americo,Inc.' SQUARE BEAD r 1/8'TEMP.GLASS OPTIONAL 1/8"ANN.GLASS ALL GLASS TYPES SILICONE SIUCWJE g J A oQy$j 1 Dow 9DOW 899 3 A XL EDCE SPACER XL MOE SPACER EL ST.STEBy'CARDINAL' )DOS' ETi1NG BLOCKS ST.STEEL BY'CARDINAL' SETTING BLOCKS OR DURASEAL BY'QUANEX' EPDM� / DURASEAL BY'QUANEX' EPDN� 1- r a(Y OR DUROMETER 5 SUPER SPACER BY'QUANEX- 9/4" INSULATED DUROMETER 8315 &51 SUPER SPACER BY'QUANEX' 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '9A' m m Z m PERFORMANCE VAUF.B OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WDIDONS PERFORMANCE VALUES OF IMPACT RESISTANT WMONS � in � No SHUTTERS REQUM NO SHUTTERS REZRItED NO 51NTTF88 REQUIRED REFER m SHEETS S 719E7 7 FOR wSTutA71oN DUALS REFER TO SHEETS 5 THRU 7 FOR WSFALLIMON WEALS REFER 10 SHEETS S IIwU 7 FOR NION STAI7AIDEEMS0 La or WIN DIMS. CLASS TYPE'ZA' GLASS TYPE'9A' Nunn DIME. GTd88 TYPE'2A' 6LA99 TYPE'9A' WIDTH I DIMS. OT.( TYPE'2A' xr.( TYPE'SA' , WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) /NT.(-)V,0.0.) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) IXT.(+) INT.o f/1 20• 110.0 194.3 110.0 1950 20" 98.8 112.8 195.0 19-1/8• 110.0 195.0 110.0 185.0 24" 110.0 181.9 110.0 195.0 24" 85.8.. 95.4 120.0 26-1/2' 110.0 203.0 1104 195.0 3 N p 91 28' 497A97.1 38.8 110.0 183.0 28" 76.7 83.3 120.0 37" 110.0 145.4 110.0 195.0 q 3 11 30' �• 295 110.0 195.0 30' �- 732 77.7 120.0 42" 110.0 12&1 110.0 195A Z Z J 32' 21.4 110.0 195.0 32" 70.2 72.8 120.0 i9-1/8' 110.0 190.6 110.0 193A r 36" 079 110.0 195.0 36" 84.8 849 120.0 26-1/2' -3�, 110.0 1375 110.0 195.0 }F,j :" 40• 110.0 12D.0 40 60.0 60.0 - - 37' 9&5 985 110.0 120.042' 925 110.0 120.0 42' BOA 60.0 - - 42" 869 889 110.0 120.0 20• 110.0 1865 110.0 195.0 20" 86.7 86.7 110.0 169.0 19-1/8' 110.0 1449 110.0 195.0 24• 110.0 1389 110.0 195.0 24• 73.4 73.4 110.0 120.0 26-1/2' 50-5/8, 88.7 104.3 110.0 195.0 28' 110.0 11&9 110.0 195.0 28" 642 64.2 110.0 120.0 S7" 74.7 74.7 110.0 120.0 gi Sr 42' 839 65.8 110.0 120.0 ...1704___..19 Q, 3p _ _.,QB _.BOA_._ .8 110.0. 1182 _ .•;'. - ,,I. t.0. 411 s'• ^7.. ..--<.... '� ,,.8d�..1" )�.2,•,. '4 J.- 11DA_` I., 120A_ S?.5• a171.0. NiBRO' - -� '0.p: -t20.q} 40:_` A,42' 79.3 -.78:3 .I IOA_ 120 , '.20" 8&4 ABA X110.0 120.0' �c'. 40.0 804 -Zp• 11D4. :_745.7 1104 105.0.. 24' 56.1 38.1 1093 109.3- 63.0 83.0 110.020 110.0 121.4 110.0 195.0 28" , 489 48.9 952 95.34-1 4- -4.8 6.28" 104.1 INA 110.0 120.0 30' 484 4&0 899 1199 599 59.8 - - NOTE' d=='=^30• 97.1 97.1 110.0 120.0 Sz' 436 0.36 6s.0 e5o77• 583 563 - - GLASS CAPACITIES ON THIS SHEET ARE -46' • • • • •• BASED ON ASTM E13GO-09 (3 SEC. GUSTS) 3 8 3y 91.1 91.1 110.0 120.0 38' 80.0 80.0 - - • gas 80.9 ilo.0 120.0 32• 0&0 604 - t ':UA�t TO 178.0•SF AND FLORIDA BUILDING COMMISSION 36' 7g• ••WF�ULTP1'1�4r f:BY•':NETRLOCK' �B DECLARATORY STATEMENT DCA05-DEC-219 40" 728 729 110.0 120.0 38' 60.0 EGA - - •IS • • • • • 42• 89.4 69.4 110.0 120.0 20• 52.0 52.0 1013 1.118 ••• •• • • E i47VAp pi{MAp s �g 20• 110.0 1295 1104 195.0 24" 43A 439 85.4 85.4 'k Ek SIZE 37"X 77'APPUCA46"FLANGE FRAMES ONLY LAD PRODUCT REVISED SEE SHEET I FIA.PE 70'382 as with Ike Flor6{s 3 CAN. BuBding Coda 24" 864 1079 1104 199.0 28' 78 38.1 �.1. 743 743 �101dYIab 28" 925 925 110.0 120.0 32' 1 60.0 SO. - - • • AaeplWia Mo i(r D6piI.19 30.• �- 54.4 BBA 110.0 120.0 1. 419 415 $0.89 000 • • ••• ••• f o 32' 809 80.9 110.0 1204 24' 349 34.9 88.0 �.0 • • • • • • 3g• 719 71.9 110.0 1204 28' 84' 54.5 345 - _ • •NOTE. • • • • • 2445 � Oslo drOwing no. • •J�OADJAREA LIMITS • • W98-1O0 40.• 649 64.8 I to o 120.0 3D' 512 512 - • •- FOR t M.O, -MM PDF = 16.34 SQ. FT. 42• 61.7 61.7 IIOA 120.0 32' +110.0, -195.0 PSF = 10.00 SQ. FT. sheet Sof 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDESI � FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELLV.FOR SPACING Z SEE SHEET 6 FOR DESCRIPTION TYPICAL ANCHORS TYPICAL.ANCHORS J SEE EUW.FOR SPACING SEE ELEV. FOR SPACING F SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION METAL ET CTURFS 4 1/8•THIL MIN. u t 3/8' �C SEALANT SEALANT V r n a °e 4• w�+ 2 1/8• ..d V•.a.. y 2 1/8• e.a MIN. <� ; '1'Nth, LtlN. Y 2-1/2•MIN. INSTALLATION TYPE '1WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' t1A�BIAL:PRESSURE TREATED MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO Z ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES N '" O� w 1 •Mw. TYPICAL ANCHORS TYPICAL ANCHORS /8 p TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING Z q� SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION SEE ELEV.FOR SPACING rz c SEE SHEET 6 FOR DESCRIPTION 1 111 ' NM 1 0 mi 3/8• SEALANT SEALANT Z ILII II it p 11 I p \N IL---11 a0 a I� 2 7/8' 00' < 2 1/8' FAIW. aQ.T EAJCIC'IM ON 4'Y C'}w&5.:. ��. TIQN C7HER5 STALIAT}� � ERSI . e;_ �t�L��' ��r� .F - ._e. .r>' .-... , -.. ' t °•: � C ,. 6as ':: I'6Y yJ`• .".tq: 1} �' P �i1 L .mow _ 1. F i• l .r V r R' INSTALLATION-TYPE''3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE''4' $2 a S TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ^ 88 ON ALL FOUR SIDES/USING WOOD ON•f11.iol,iR :IDf•"S./USI:G�ItlODD •• • ALUM CHANNEL • • • • • • • • • s/a•x r x x 1/a• Engr.JAM A1PND —1/ cm pRO0I/CTItEVISEO AT ANCHOR LLOCATIIO S rrdm FK PE++70582 a+canW lft wilh Ilm Flaida CAN. Building Building Coda ^� p AaCCP18t10o�T5.OB12 1,'� • ••• • • • • WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN • • • • • • • •• i i M DT pYN drolting no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR 1�(i4mi• ••• •• •• ••• W98— Od THEM TO THE BUILDING STRUCTURE WITH SHEAR CLIP aheot Sof 7 6:6 •• • • • • 6:6 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 A6� o TYPICAL ANCHORS SEE ELEV.FOR SPACING mm SEE SHEET 6 FOR DESCRIPTION tZ 3 J METAL _ TYPICAL ANCHORS TYPICAL ANCHORS SIRUCNRES 0. SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING 1/e•THK.MIN. v SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION 1 '� I V 2 1/6" 2,/S" cV a' v aQ ° MIN. �WL• e 1.Ia a 1'MIN. INST AMON TY 't' WOOD BUCK TYPE '1' INSTAL LAMON TYPES WOOD BUCK TYPE V Z ldATEgl9L PRESSURE TREATED uwTco PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO U ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES co „6•MSI. -�-' TYPICAL ANCHORS b 3 N ' TYPICAL ANCHORS f' , AL ANCHORS SEE ELEV.FOR SPACING s p to n SEE ELEY.FOR SPACING ELEV. FOR SPACING I 1 T 11 SEE SHEET 6 FOR DESCRIPTION a� C Z Mtn SEE SHEET 6 FOR DESCRWITON SHEET 6 FOR DESCRIPTION 11 I I `� 3 C- II I C, 1� 11 11 - ��a v ii } O n n I1 II I 1 { a _ TO BUCK.WSTALLATIOtI;.Ry,OTHEBS.. 7A11AT10N-BY.OTHERS S" APPROVED.MULLIONS 2 2 $$ 1. INSTALLATION TYPE '3' WOOD BUCK TYPE '3', INSTALLATION TYPE '4' WOOD BUCK TYPE '4' o o n MATER PRESSURE TREATED •• ••• • • • • :MLrW PRESSURE TREATED • • • • TYPICAL INSTALL47ION DETAIL 20CALO tj5 j&Wn@N W6e. •• ON ALL FOUR SIDES/USING WDOD 0r11•ALI FOUR%��Ajzf1G_INOD••• Enor JAVAD"M � •� CN/IL PRODUCTIARVISM3 Ty C. 763670592 i0 c°mNYloB avidr WO Florida N • • p15-051'1• WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN •• :• • : : •• • :• : : ado, 5drowing rwLOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER •• • [W98-1 0� i THEM TO THE BUILDING STRUCTURE. sheet 5.1 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET S FOR DETAILS REFER TO SHEET 5 FOR DETAILS ANCHORS W/O SHBAR CLIP ANCHORS 81T7I SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS W TH SHEAR CLIP ANCHORS W/O SHEAR CUP ANCHORS MITE SHEAR CLIP 4Y mmD09 DINS. AT 17'O.C. AT 10.O.C. AR 17'O.C. AT 10'O.C. HINDON DINS. AT 17'O.C. AT IV O.C. AT 17"O.C. AT 10'O.C. 11MOV DIMS. AT 17'O.C. AT 10'O.C. AT 17"O.C. AT 10'O.C. W UrH HEIGHT EXT.(+)/INT.(-)En.(+)/INF.(-)EXT.(+)/INT{-)EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/MHT.(-)EMR.(+)/Di7.(-) 4+)/1NT.(-)EM•(+)/MEd-) WIDTH HEIDHr EXT.(+)/DiT•(-)EXT•(+)/WT•(-)-.(+)/94T4-)EXT.(+)/-.(-) 0 20' 185.0 195.0 154.8 196.0 32' 78' 133.2 195.0 76.4 1222 19-1/B' 196.0 195.0 149.4 195.0 3 03.2 24' 195.0 195.0 129.0 1720 3r 118.4 159.5 67.8 1C8.S 26-1/2' 26• 195.0 195.0 1079 161.8 Q p �° a 28' 192.9 195.0 110.6 147.4 20' 195.0 1910 119.1 190.5 1. 195.0 195.0 772 115.9 Q! O 30' 1S0.0 185.0 103.2 137.6 24' 173.1 19" 99.2 1589 19-1/8' 185.0 195.0 151.9 195.0 C� V 32' 1689 185.0 869 128.0 28' 78' 148.4 1850 85.1 13&1 26-1/2' 38-3/E" 1912 195.0 109.6 146.1 p 36' 150.0 185.0 86.0 114.7 30' 138.5 195.0 79.4 127.0 37' 138.9 182.8 78S 104.7 R d 40' 135.0 180.0 77.4 103.2 32' 1289 1950 74.4 119.1 18-1/6' 195.0 195.0 1535 191.9 42' 12&6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2' 50-5/8' 1932 195.0 1109 1385 Q 20' 195.0 195.0 132.7 178.9 24' 185,0 195.0 1109 185,9 3T 13&4 173.0 78.3 99.2 24' 1929 19&0 110.8 147A 28' 165,3 195.0 94.8 1422 19-t/8" 195.0 195.0 123.3 195.0 m 28' 165.3 19&0 84.8 126A 32' 154.3 195.0 8815 1327 26-1/2' _ 165.3 195.0 89.0 1559 30' 4r 134.3 19&0 SBS 117.9 3r 1112 194.8 63.8 111.6 JZ J 32' 144.5 1929 S29 l tab 42• 98A 171.4 5&2 9&3 J W p 36' 128.6 171.4 73.7 98.3 19-1/8' 1850 195.0 1309 195.0 VV Wei r 40' 115.7 154.3 88.3 88.5 28-1/2' 74-1/4' 184.7 195.0 42' 110.2 1469 83.2 84.2 37' 1179 18&6 1 10&1 N 20' 195.0 195.0 1549 193.5 c-1.. 24' 195.0 195.0 MAI 161.3 Z 28' 1929 195.0 110.6 138.2 m N 30' �" 1800 1�i.D 1032 129.0 a. 32' 16&8 MO 969 1209 I TYPICAL ANCHORS: SEE ELEV.FOR SPACING 0 ti 36' 150.0 187.5 86.0 107.5 p W 40" 135.0 168.8 77.4 989 1/4' DMA. KWIK-CDN 11 BY 'HILTI'(Fu=783 KSI,Fy=757 KSI) mac' 42' 128.8 1847 75.7 92.1 1 1/$ DIA. ULTRACON BY'ELCO' (Fimm KSI,Fy.155 KSQ ^ N nM o 20' 111" 195.0 137.6 195.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES z3.• 195.0 195.0 114.7 1720 1-1/2" MIN. PENETRATION INTO WOOD 0 3 28' 171.4 195.0 98.3 147.4 Z Z ami 30' 160.0 185.0 91.7 137.6 THRU 10Y BUCKS INTO CONC. OR MASONRY 32' S4• i5o.0 195.0 86.0 129.0 1-1/4' MIN. EMBED INTO CONC. OR MASONRY o= 36' 133.3 195.0 76.4 114.7 DIRECTLY INTO CONC. OR MASONRY U 40' 120.0 180.0 65.E 96.3 I ppl 1-1/4" MIN. EMBED INTO CONC. OR MASONRY4Y 114.3 171.0 8&8 88.320' 195.0 19&D 1239 185.8 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 24" 180.0 196.0 103.2 1549 INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .090' 26' 154.3 195.0 68.5 132.7 INTO METAL STRUCTURES 144:0 • - 1950.. , -. 62.6 123.9 . i( .- . 3', "7�i 77 '"-- - -i 5�1" 3.r,-hu•Y - � HIS.W X SHEA7t'CLiP I;- .. j }. - ' TiLUM U l'I&"THK. M (806.3=T5 MIN. n120.0. hIt d- .8, 1 .2..<;-. j3._... _. ->:. i+• - �N - •-' _99 173 I E iLr;Ttr b VrPJ te 84' ` GOkfA6i.WRH ALUMIN?M Xd-BE PLATED OR PAINTED)4D1080 61.9 928 .. p42 1029 580 8&5 .. - � DISTANCE - --60 wm C$NCRE�£AN . INTO WOOD STRUCTURE = 1' MIN. - M ^- 185.0 1173 184.2 5i a 28' 1753 18&0 MWS 140.7 INTO METAL STRUCTURE - 3/4" MIN. o m 8��88 30' 86' 1639 195.0 939 137.3 ••• ••: i • ••• • • ••• CONCRETE AT HEAD, SILL OR JAMBS f'c= 3000 PSI MIN. 32' 153.4 185.0 88.0 123.1 • • •• • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 36' 136.4 190.9 78.2 109.5 • •• • • • • ••• • 40' 1227 177.8 70.4 9545 •( ••• •• • • • •• Engr:JAVAD AHMAD u g 20' 195.0 IWO 129.0 180.6 CML PRODUCT REVISED 24' 1875 195.0 107.5 1505 nA-PI./70692 el COMO nE with We Flarida 3538 building Code '8•` 28' 72' 180.7 19.00 921 129.0 Accepte¢,ce W x'05 )� 30' 150.0 195.0 86.0 120.4 : •i• ••• ••• ••• ••• 15 HTpimlap 1)•s /�j!$ n 32' 140.5 111&0 80.6 112.9 • • • • • • • • A P �• • • • • • drawing n0. 31r ,269 175.0 71.7 1043 .• .. . . .• • .• • . ws8-•1 100 ••• • • •i• ••• 9he0t I$of 7 ••• • • • • ••• • • •• • •• •• • • • •• •• • • • • ••• • • j PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS �v � .• • OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK $ INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER To sHEEIS 3 UMV 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VAWES. m WINDOW DIMS. WINDOW D1149, RlND06 DIMS. 'L F WIDTH HEIGHT EXT.(+) 9TT.(-> WIDTH HEKSGT EXT'.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) 20' 110.0 195.0 20• 105.8 120.0 18-1/8" 110.0 195.0 I"'$ 24' 110.0 19&0 24' 90.9 120.0 26-1/2" 28, 110.0 195.0 O2 6 28" 110.0 18&5 28' 76, 80.5 1103 3T 110.0 184.2 30• �, 110.0 182.4 30° 7&3 104.7 42' 110.0 152.4 32' 110.0 1795 32" 60.0 80.0 19-1/8' 110.0 105.0 10 Or 38' 110.0 1773 36' 60.0 50.0 28-1/2' 38-3/8• 110.0 172.6 40' 105.8 145.1 20' 1027 120.0 37' 110.0 156.3 4Y 97.0 120.0 24' 8&2 120.0 42' 95.7 120.0 7�ry�( 4 Q 20" 110.0 179.5 28" 78" 779 120.0 19-1/8• 110.0 195.0 p1'p 24' 110.0 159.8 30' 739 1013 28-1/Y 56-5/8, 110.0 154.7 I 3 2B" 106.9 14&8 32' 60.0 B0.0 3Y 94A 120.0 1 I $W I9q) 30" 103.5 141.9 20" 110.0 120.0 42' 89a 120.0 32' 4Y 100.7 138.1 24" 97.0 120.0 19-1/8° 109.3 149.9 36• 97.0 120.1) 26' 84° 85.5 1173 26-1/2' �, 544 116.2 j O 40' 95.2 120.0 30• 69A 60.0 37" 679 93.1 014 SMS IN ' '^ 42• 9&0 120.0 32• 80.0 60.0 42' 80.0 60.0 AT 6"FROM ENDS 9! 20• 110.0 195.0 19-1/8• 110.0 154a r17"O.C.MAX AT JAMBS id 24• 110.0 1773 26-1/2" 74-1/4" 88.4 lies �^� 24"O.C.MAX AT HEAD/SILL ��"� ��`'f Z 26' 110.0 1609 37' 60.0 60.0 WUU Ga•1�+--I AT 8°FROM ENDS VI 30' 48' 110.0 1549 19-1/8" 109.9 120.0 �J /7'O.C.MAX AT JAMBS ^ 32° 1D&1 120.0 26-1/Y 76' 84.0 115.2 Pj{ v 24'O.C.MAX.AT HEAD/SILL �+(� 36' 103.6 120.0 37' 60.0 60.0 I H I z 40' 99.8 120.0 19-1/6' 108.3 120.0 N 42' 95.0 120.0 26-1/2" 77' 82.7 113.4 \vi \ a 3 N M 20• 110.0 174.1 3Y 60.0 60.0 Q 24' 110.0 182.0 z_Z 28' 994 120.0 • _ N 30' 95.5 120.0Sv d•v� _ 3 32' 91.9 120.0 -A .°• o• VAT 36' 88.2 1182 • - - °' TYPM ANCHORS TYPE'A'OR'B' TYPICAL ANCHORS TYPE'C'40' 82.2 1127 ° 6'FROM ENDS AND I AT 8'FROM ENDS AND O 2 1/2'MIN. 17'O.C.MAX AT JAMBS 1Y O.C.MAX AT JAMBS 42' 80.6 110.5 EDGE DIST /7.O.C.MAX.AT KW/SILL 1.MIN. 24"O.C. MAX.AT HEAD/SILL ZO 110.0 1532 24 97.0 133.0 -} -TYPICAL ANCHORS sEE:ELEV.FOR,SPAf2N0,„ INSTALLATION TYPE 5' INSTALLATION TYPE '6' 28 - ;919.O;�i �y a...>.,.._ - _ ..v.- 7 Ytv3+. Bc1C 'S^F**.Y�S'WJ'iL9R < 'n = 2B1'WOAD B<`JCK OR"WOOD.:. RES&, ? .•t t .. � - S UC>'ll _. -62,6-: 1',135 - "•V ,-.�-�-��1/ .: .:s.,: - .�„v1- Y,l--{'.•:i l - ..:.T7, I r . , s i• .a�yy 6$I. - -A-- '4 DIA KWIK-C i. 'rJ :Q3.•N F7g157 KSQ i` I , s t.. -s-,_(.. iv - �� ,t .Gr'„�," 79:4' 108a -.. � - �} ., - '1 DIRE Y__INTO..CONC:-AR JylASO�rt v"t " '`' t I ">} I 73S 1013 � � �N ALL-FOLK SIDE$f11SIN� >rY�ilM1NtK( $LICK SYSTEM 404 60.0 80.0 1-1/4 MIN. EMBED-"INTO C0 1C.bit NRY 6110 - 2D• 110.0 171'0 DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 w m 24' 1074 120.0 s45 O•'�'�o 1-1/4' MIN. EMBED INTO CONCRETE •• ••• Yss �Aes 2B' 95A 120.0 • i•, •• o„,�x _ 2-1/4° MIN. EMBED INTO GROUT FILLED BLOCKS • «,g 5m • • • c 30' 86' 913 120.0 • • • 32' 873 119.7 C - • ,B14 SMS (GRADE 2 CRS) •• • 2 • • 1.125 36' Soto 80.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •• •• • ••• Ew.JAVAD ANYAD um 40• 60.0 80.0 . CmLPRODUCT REVI9LSD1-1/2" MIN. PENEIRATK)N INTO WOOQ HA pEg92 20• 110.0 154.5 .125 .903 C.A.N.3836Bu+tdm9�15-051'224" 87.0 120.0 TYPICAL EDGE DISTANCE28' 88.0 1179 INTO CONCRETE AND MASONRY - 2-1/2° MIN. • UMINUTM O.TIONAL C �ttn �°30' 72' 17 1120 INTO WOOD STRUCTURE - 1° MIN. • • • • 510&7-78 • • • W53-TBY38' 80.0 80.0 •••CONCRETE AT HEAD.SILL OR.IAMBS/'c - 3000 PSI MIN.• • • •C-90 HOLLOW/FILLED BLOCK AT JAMBS i m - 2000 PSYMIN. ••• • • • • ••• • • • •• •• • • • •• 0• MIAMI-DADS - MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/eeonomy CGI Windows&Doors 10100 NW 25'h Street Miami,FL 331.72 SCOPE: ; This NOA is being issued under the applicable rules and regulations l&erring the use of construction materials. The documentation submitted has been reviewed and aceopia.6y 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 lgni-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 expet a of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or mate al 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 tlie4pplicable building code. This product is approved as described herein, and has been designed to_comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 13011 Aluminum Fixed Window=-L-X.L ° ••' *000 Sees * APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series SentiiteY 130 Althemid Window e •• (S.M.I.)",sheets 1, 1.1,2,3,4,5 and 6 o£6,dated 01/30/10,witlf4ivision F dnto&94/10/fS,.0.: 000000 prepared by A]-Farooq Corporation,signed and sealed by Javad Ahmad,O.E., bearing the Miami-Dade s.SSS: County Product Control Revision stamp with the Notice of Acceptanc,?tP bor and w pNatipn datpty�tlle SO •.••. sees 00Miami—Dade County Product Control Section. a l skid .ss... .e.s .sees• MISSILE IMPACT RATING:Large and Small Missile Impact R ant, - ..•..° •0000 • •••° LABELING: Each unit shall bear a permanent label with the malitifacturees nofte.vr logo, city, state, model/series, and following statement: "Miami-Dade County Produet ie I Approved"'unle*,attrwise •••••• noted herein. >'f'i :ll:: : •°• e • **sees RENEWAL of this NOA shall be considered after a renewal applicafi.,-has been filed and there hV been 0 • no change in the applicable building code negatively affecting the per!A 11` rice of this product. TERMINATION of this NOA will occur after the expiration date orYi Z pre has been a revision or change in the materials,use, and/or manufacture of the product or process.Mis,,se of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall autgr�4 cally 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, i-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,,t4piuser, by the manufacturer or its i distributors and shall be available for inspection at the job site at the r&411 Qf the Building Official. This NOA revises and renews NOA#14-0731.05 and consists of this-'page t and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. - �; NOA No.15-0413.03 i MIAMI-DADE CO NTY > aspiration Date: September 22,2020 Approval Date: June 25,2015 J *}l'ijYr Page 1 ,fillis 1S c vIitl;t. CGI Windows&Doorsa 'i NOTICE OF ACCEPTANCE: EVIDENCt`StJBMITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections, 2. Drawing No.W10-02 titled Series Sentinel 130 Alu` fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1,2, 3,4, 5 and 6 of 6,dated 01 3°0%Y0,with revision F,dated 04/10/15,prepared by Al-Farooq Corporation,signet r" sealed by Javad Ahmad, P.E. a � B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test'-Loading per FBC TAS 202-94 2) Large Missile Impact Test per FAC TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation didg}moi bf a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,, uraseal®and Super Spacer® insulating glass spacer,prepared by Certified Teories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and seally Ramesh C.Patel,P.E. i 2. Test reports on: 1)Uniform Static Air Pressure Test Loading per FBC TAS 202-94 2)Large Missile Impact Test per FSC,TAS 201-94 3)Cyclic Wind Pressure Loading pier,FBC,TAS 203-94 00 .. along with marked-up drawings and installation dia aa��n•�of a sefloa 941)0 PV pro0t0e0000 ct .• out window,to qualify DuPont"Butacite"PVB in ,,burasoaAend StWt.: SpacerO insulating glass spacer,prepared by Certi t jai est tabmt6es,Test Report • No. CTLA-3056 WB,dated 03/03/15,signed and sgaled by Ram hOG. Patel,P.F: • • 0000. 3. Test reports on: 1)Uniform Static Air Pressure Test;:r,a oading pqr. sees 0*000 TAS 202 4 . 2)Large Missile Impact Test per F13 C1, 201.94. 00000 G o e s e e 3) Cyclic Wind Pressure Loading pd"'VBC,TA§443.94 . .. along with marked-up drawings and installation dil�ran� of a series 238 alujaippm •••••• fixed window,to qualify DuPont"Butacite"PVB kpjj 'r Byer, Durase�Ig and Super ;..... SpacerO insulating glass spacer,prepared by Certi ; est Laboratories,Test R•e,�ort No. CTLA-3056 WC,dated 04/16/15,signed and ed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltratio4 Test,per FBC, T it 1202-94 2}Uniform Static Air Pressure Teat, t'ading per FBC TAS 202-94 i 3)Water Resistance Test,per FBC S202-94 4)Large Missile Impact Test per ,TAS 201-94 5) Cyclic Wind Pressure Loading Mgr SBC,TAS 203-94 along with marked-up'drawings and installation din of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laborai�#. tLLC,Test Report No. j HTL-0080-0103-10,dated 03/30/10,signed and slit'Vinu J.Abraham,P.E. ct.. (Submitted under NOA No.10-0510.13) f j V 7. Manuel PKP.E. Product Cont r 1 aminer ;ki1'r7'' NOAN . -0413.03 a.t7,`•,. 'iration Date: September 22,2020 kt�a ..Approval Date: June 25,2015 E-1 a w:„ < �3�Ca G CGI Windows&Doors a NOTICE OF ACCEPTANCE: EVIDEN{ IYIITTED �p C. CALCULATIONS : U !f 1. Anchor verification calculations and structural anajis, complying with FBC-5" Edition (2014), dated July 18, 2014, prepared by l;Yooq Corporation, signed and sealed by Javad Ahmad, P.E. Submitted under previous NOA No.14-0731.45 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Econotiic'Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.Trkl3 Pont DeNemours& Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated`(Q, %25/11, expiring on 01/14/17. �. 2. Notice of Acceptance No. 13-0129.27 issued toE. � t DeNemours& Co.,Inc. for their"DuPont ButaciteQ PV B Interlayer"da "4111713,expiring on 12/11/16. I 3. Notice of Acceptance No. 14-0423.17 issued to Ea thian Chemical Company(MA) ".4;r. for their"Saflex Clear and Color Glass Interlayc ..;,4'ated 0619/14,expiring on 05/21/16. t • 4. Notice of Acceptance No. 14-0423.15 issued to Eri n;ChemiCal'Gompagy(i A) •• for their"Saflex CP-Saflex and Saflex HP Commas t� `Gass I»terlpyers tvslth.�'ET •;• `, Core"dated 06/19/14,expiring on 12/11/18. dA ''' •••••• 1 F. 1STATEStta ement letter of conformance; complying with'F 'h •• � ••V••of no ••• 1�C-5 Edltfi�h(2014}, 1�L1. ...... financial interest, dated July 18, 2014, issued by' jj,F rooq Go�rpevation, signed and sealed by Javad Ahmad,P.E. ;•• ;• •••••• (Submitted under previous NOA NO.14-0731.OS) „ •'• • 2. Laboratory compliance letter for Test Report No.%-�,L4080-01dl-ld,issueagy 0Hurricane Test Laboratory,LLC,dated March 30, �1:;�.signed and sealed by Vinu J. Abraham,P.E. ^' (Submitted under NOA No.10-010,13) i '� 3. Testing Proposal issued by the Product Control Segg dated 12/16/14,signed by j Jaime Gascon,P.E., Supervisor,Product Control cknlo G. OTHERS }His , 1. Notice of Acceptance No. 14-0731.05, issued toi� �( Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window -, :L approved on 10/16/14 and expiring on 09/22/15. j-Y Manuel Per E. Product Control E er, NOA No.15-0 3.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-2 { faC M1Ur r 49 4W 40' 1.0 FLANGE WIDTH BUCK WIDTH wnDTH TYPICAL ELEVATIONS D.L.OPG. yl D.L OPG. D.L.OPG. 10 m 8'MAX. IB"MAX. r J HEAD/SILL A SHORTER 8 Al rg• �8• CORNERS SIDE, m CG ANCHOR SPACING SHOWN HEREIN APPLICABLE Od 8n S/OQ 5�0 \ 1.1 FOR FIN FRAMES. � TO FLANGE AND FLUSH FRAMES. 8 gg SEE SHEET I I' �h� SII Ih m I IuI_ = 4E' pg 4E' D o Btttat DTH M BUCK WIDTH TYPICAL ELEVATIONS b D.L.OPG. D.L.OPG. D.L.OPG. (O MEAD/SILLSTRAIGHT p //'' zd CORNERS SIDES iO � ,••cp -_�y Q Is $ $ r IC II II 11 II mG7 I II D u u u TI u n u nu u u n n u u It n n 3 --r--��-rc---- ----r------rr---- -=r------m---- am WWH g C TI / II D 15E u u u u u ❑ u /, n 17ii %/ ° ii /. ri D.L orG. If 11 II 0 ==--JL__�-y------ m 3 O =__-JL— -�----- m x O ==__JL_____1L____ a -- ------Tr a 14 --lllf----- ---- ap -- '-----it---- m g !s. C 11 II II1 II II II II 1II II — u n ��i — 11 11 � a It ------µ--- ------D--- �(3 _— A------u--- a 117 in it I 11 II ns 11 U 11 II 0 tl U V! tl4 It 11 A U tl a II a �N N FA1SE MUNIWS I 8'MAX. 16 MAX. 3M (SURFACE APPLIED)-/ 1E'MAX. r MAX. P 16�MAx. I CORNERS STF4UGHT Z Z OPTIONAL STRAIN CORNERS LL sSYHT SIDES 3 po_ IDES 13 c9 0 FIN FRAMES = I t•i c a+ x- . •F' RF AEc+� ',A -{:..5 EET 1 AL 6 AV" 'AOR.flr7':FRAI+IES•-= - • 1 .AC + ' .r. i.`:A 31�SFn-5k '.� r. �,i v4i .. ( ALTERNATE S .A $�i '�.ON AifA9Lf �tl'd�d •• ••• • • • • • •• dng • • •• • • • • • cuo Fiw.JAYAD AF•ND PRODUCFREMED i FlA CULBas Build C�odee c CAN•'X538 Aaro Ptance No /M�Jj/y� • ••• ••• ••• ••• ••• Gt • • • • • • • • • • • • • • • • • • 2015 Munn a Product drawG1.9 ••• • ••• •0. • W10-02 eheetl.lof 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DE®GN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP r2t ANGE DINS. BUCK DIMS. Msec TYPES'C'&'Cl'GLASS TYPES'D'&'DL' FLANGE DIMS. BIKE DIMS. CLASS TYPES'C'&'Cl'GLASS TYPES'D'&'DL' I ' �� (W)LENGTH(L)WIDTH(W)LENOTH(L) EXT.(+) TNT.(-) EXT.(+) 1NT.(-) WIDTH(VI)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) INT4-) EXT.(+)' INT.(-)- 23' 80.0 BDA 80.0 80.0 24' 23• 80.0 S.0' 29BOA BOA 80.0 80.0 30" 114' 29' 113• 80.0 mo 8D.0 Sal L' 35- 80.0 8DA 80.0 80.0 36- 35- 73.0 73.0 BOA 80.0• 36• 41• W 80.0 80.0 80.0 80.0 41' 40' 81.4 81.4 80.0 80.0 a 48' 47' 80.0 BDA 80.0 B0.0 24• 23' 80.0 80.0 60.0 BOX 54' 53' 80.0 BOA 80.0 80.0 30' 120- 29- 118' 80.0 80.0 60.0 BDA • 60' S9' BOA 80.0 60.0 80.0 36• 35• 724 72.4 Bao 80.0 qq 61' �' 80.0 BOA 80.0 80.0 38 38' 85.9 65.9 80.0 80.0 6 404 24' 23' 80.0 80.0 80.0 80.0 24' 23' BOA 80.0 Bao 60.0 .�I!?7Ei d{I. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED t0 3p• �- Bao 80.0 8DA 80.0 30- 121, 29- 12V 80.0 80.0 80.0 BOA VERTICALLY OR HORIZONTALLY AS SHOWN ADOVE. _' 36' 35• 80.0 80.0 80.0 Bao 36' 35' 723 72.3 80.0 BOA z 0{j 42' 4B. 41- 47, 70.2 70.2 80.0 80.0 39' 38- 859 85.8 80.0 BOA t SE d 48' 47' 61.3 81.3 80.0 80.0 1' 54' S3' 81.3 61.3 Bao 80.0 BUCK Dt►K ---------- 59" 80' S9' 81.3 81.3 80.0 80.0 61' 60• 81.3 81.3 80.0 80.0 DESIGN LOAD CAPACITY-PSP 24' 23' 80.0 80.0 80.0 no 17ANtiB DA78 BUCK DIME. GLASS TYPES'C&'CI'GLASS TYPES'D'&'Di' F1 GNGE FRAME 30• 2• 80.0 Bao Bao 80.0 WIDTH(W)LENGTH(L)WIDTH M LENGTH(L) EXL(+) 1-.(-) EXT.(+) 1NL(-) 36" 35' 804 BOA SOA 80.0 18-t/8" 18-1/8' 80.0 80.0 80.0 SD.O FLANGE DNS 42' 8D. 41' S9. 702 70.2 80.0 80A 28-1/2' 25-1/2' 80.0 80A BDA Sao g 46' 47' 61.3 81.3 BOA 80.0 37' 2, 36' 25. 80.0 80.0 80.0 80.0 BUCK DIMS cr O F S4' SS 84.3 54.3 725 72.5 48' 4T 80.0 80.0 80.0 80.0 O tai W ,t g0• g9' 488 48.8 65.1 65.1 53-1/8• 52-1/87 Bol 80.0 Bao 80.0 0� LL 81' 60' 469 489 65.1 65.1 61• 60- BDA Bol Boo 60.0 24' 23' Sol 80.0 80.0 80.0 19-1/6- 18-1/8' 80.0 80A 80.0 BOA N EQUAL LEG FRAME 30• 29' 804 . 80.0 80.0 80.0 26-1/2' 20-1/2' 80.0 80.0 80.0 80.0 36• 35' BOA 80.0 80.0 80.0 37' 36- BOA 60.0 80.0 80.0 38-3/8' 37-3/8' 4 42' M. 41- 71. 702 702 80.0 80.0 48' 4Y 77.1 77.1 BOA 80.0 BUCK WAS 48• 47' 613 81.3 Ba0 _ 80.0 53-1/8- 52-1/8- 77.1 77.1 80.0 Wo 3 54' 53' 543 543 72.5 725 Bt• Be 77.1 77.1 604 BOA gp• 99• 48.6 48.6 65.1 8.9.1 19-1/8' 18-1/8' 80.0 60.0 ou no U 61' W. 480 48.0 -64.0 64.0 25-1/Y 25-1/2- 80A 80.0 80.0 Bao O z4' 23' BDA no elo 80.0 37' 36` elo 8QA BD0 �.o FIN FRAME so-s/e' 30' 29' BOA BOA 80.0 80.0 46- 47' 48-5/8• 61.3 613 Bao 80.0 36• 35' 762 762 800 Bao 53-1/e' sz-1/e• s8o 59.0 77.4 77.4 BUCK DIMS -700 0 Boo .,800.. gt•. -60•. 58.0 68.0 77.4. ..77.4 _ - v 6 f 71 '0'^- �-'/� ,4'T''`' /°' .61• ;3 -6113 �BO.0 's4 80A 4'. 79 1%d 7a-1/a• - Bel -sE.o �7ra-: -r1:4' j :I-,� k - �fig - � , .� - p s. - .. - F :nrr t a 76* 2t '!: FIANG 'i41�APTOR` RAME ' d�* 3s_ " 9F5' - _ r / �e r _ 'atPr -Ss'.r :Y,. t.. _.�•,,... 52.4 .. ,, jZ 24 8.[,89 F.-,,89.8 a� .. -1/B.`- rt.;:-B-1/e' .z+ 80.0 804 .8 •-:� 88.� :;:•' - _ -. - , a ` • 24• - -- 23' 80.0 80.0 4 Bao BOA :26-1/2' 25-1/2' All ....80..0 -_.so.D� 80.0- - F1JJ4GE DIMS I •m$ 2 3p• 62.28' 80.0 BOA 80.0 •80.0 -� 37' �. 36' 60.0 80.0 BOA Ba071 38" 97' 35' 96• 7A6 78.6 80.0 80.0 49' 47- 81.3 61.3 80.0 80.0 42' 41' 68.2 652 8a0 80.0 53-1/8' 82-1/B' S83 552 73.7 73.7 NOTE: 48• 47 60.6 60.6 80.0 Bao 81• • •60''• A 114.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE > 'S 8 49• 48 59.6 599 SOLO 80.0 75-1/a • 74-1/4• •• •4" 4•.s• 619 61.2 BASED ON ASTM E13OO-09 (3 SEC. GUSTS) @ g =W 2a' z3• el.o BDA Bao eD.o to-1/e' 1p-t/a ea A a eao AND FLORIDA BUILDING COMMISSION 30" 28' BOA smo 80.0 80.0 28-1/2` • 25-102 •• BDA . 8BA• 8DA 80,0 DECLARATORY STATEMENT DCAO5-DEC-219 011 36' for 35' 101- 74.6 74A 80.0 80.0 37' 36' 789 788 Bao 80.0 Sov.JWOD AHMAD PRODUCT REVISED L! 42' 41' 65.7 65.7 80.0 80.0 48" 78" 47' 75' 81.3 61.3 BOA 80.0 FIA, i t76882 B�cia N'�tOm Florida a 46' 45' 59.3 593 80.0 Bal 53-1/8- • i1(B' • J .7 73.7 40115 Q24' 23' 80.0 50.0 80.0 Sao 61' • or • • •48• 484• 484.0) 64.0 Ex re11m DMe 680.0 80.0 80.0 80.0 TOB' 35' 107' 739 73.8 60.0 80.0 ANCHOR•5 CING 48E AS•P SFIEEIS 1 & 1!1 • • BY p �1 drawing no. 42• 41• 62.4 624 aoo Boo • • W10-02 44' 43' 89.1 59.1 1 80.0 no sheet 2 of B ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16'ANN.GLASS 3/16'HEAT SfREN'D GLASS LU19 .075'Inteday .075" 0 Soflex CP VVWth PET Core Safle:ICPrkrYlith PET Core a C%,Fjostnwn Chemical Co.' By'Eastman Chemical CO! 5-11" AW Interlayer 8090"lnterloyer 7d Sallex Clear And Color Glass Safhm Char And Color Glass 1 By'Eastman Chemical Co.' By'Eastman Chemical Co.' 080"Interlayer 090'Interlayer � C: U DuPont SwdfyOlw DuPont SerdrAlce BR'E.I.DuPord Be Nemours&Co.. Inc: EA.DuPont De Nemours&Co„Ins.' $ serif PVB00onttBeare PVB Dupont O e! y By'EJ.DuPont De Nemoure&Co..Inc.' By'EJ.DuPont Do Nomura&Co..Inc: ti. /16'HEAT STREWD GLASS p: 3/16'HEAT STREWD GLASS �zj �{ In a ��I SWCONE S *A:T� SILICONEGE 1200 a GE 1200 ES ii DOW CORNING 899 n E3DOW CORNING 899DOW CORNING 95 DOW CORNING 985TJ N O c AT 1/4 POINTS ON IJTES ON IITESWIDER THAN 36' ' Q' GLASS TYPE 'C' GLASS TYPE 'D' S lul 7/16'OVEPALL LAM.CLASS 7118'OVERALL IAM.CLASS C N 3/16'ANN.GLASS 3/16'HEAT STREMD GLASS r�^ in M 075'Intarl 075"pt r Ed G 3 M$I Saflex CP 7 PET Core Saflex ImpPET Core E O'Eastman Chemical Co.' By'Eastman Chemical Co.' EI Z OR 080'interlayer 090'intarloyor SaBmr Cl�r Aral Color Gloss Soflex Clear And Color pose By R'Eastman Chsmicol Co: St'Eastman Chemical Co.' 3/8'AIR SPACE 09"Interlayer 3/B'Apt SPACE 90"IntaWyer SILICONE O DuPont SentryGlos Dupont=loo R GE 1200 3/16'HEAT MREN-D GLASS By'EL DuPont De Nemours&Co.,Ins.' By'E.L DuPont De Nemours&Co.,Inc! M 0 OW CCORNIING 899 95 OR OR z m .90'Interlayer 3/16 HEAT STREWD GLASS 090'Inter1mr 59 ,'Du�onC�ButoaRe RVB _, - - r.,DUP,qt Butpeit91 PVL} ,no;' -,. i a.: Vit..si E? .f'-E.I �OPtjnf'0d:+.NeAtbOre'r&L'o.i hto.- .'•.'. ,.'�I . : ,gl"'4 .'DuPont.Do. Inoue&Ca,inc. . I ;� _ _ I - 'd r nl� ° �z ' 11 n li o m i z 1 ":�t'S?,� - - �fX B-'. AT377NEN'0,.6[iCSS �: �r,•: 8'HEAl'SIi '0 q/SS - -.SU200E SILICONE in GE 11 GE 12W z t t DOW CORNING 889 I'! DOW CORNING 89 SWCONE = j •I�j DOW CORNING 995 j :I:1 DOW CORNING 995 GE 1200 c•C n o V Ml it ij!j < Mt I' li DOW CORNING 89 o d \ \ • • • • • •• DOW CORNING 985 • ' o ro ii it It XL EDGE SPACER �' • j ii• • • Ml.EDGE SPACER g`'ii 8 ST.SQL BY•CARDINW !! • • • IT.STEEL.BY'CARDINAL' OPTIONAL GLAZING DETAIL o W E4 I• 1'I• OR E ! • • • OR • DDURRASEAL BY OUANEX' • • %DURA E BY QUANEW GLASS TYPES 'C1' & 'D1tR ' c p' SUPER SPACER BY'OLIANIX' SUPER SPACER BY'QIJANEX' E9r.JWAAVDILAKM s FLA.PE 70592 as complylag,PRODUCr REVISED hdw Florida o pF •M5 AT 1/4 PO N75 ALL SIZES • •• (Q'1/4 EO ALL • CANB NA N1C itrlioa Date 8 cLAss TYPE 'c1' : : cLA�s �YPJf '�1' : • 1'OVERALL INSUL LAN.GLASS • •1'01"Il jUI.U11M.Gl E • • • BY uct drawing rro. (L.M.I. ONLY) • •• • • • • • • MAYAll••• • • ••• ••• • W10-02 IN ORDERTo QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'C7'&'D1'MIST BE TEMPERED. sheat of 6 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS fa a 3OD0 PSI MIN. TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY - 2-1/2" MIN. C—BD HOLLOW/FILLED BLOCK AT JAMBS I'm - 2ODD PSI MIN. o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1" MIN. A�V a INTO METAL STRUCTURE - 3/4" MIN. g INSTALLATION DETAILS THRU 1X INSTALLATION DEWLS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONSo FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4•MM. FLANGE a C U SEE ELEV. SHMS 2BY WOOD BUCK FOR SPACIND METAL ry qC j. !! OR TYPKX ANCHORS ° STRUCTURE WOOD Z IL Q V SEE ELE4. It jl M2 FOR SPACWG M2 IMCAL ANCHORS SEE ELEV. K O s FOR SPACING 1 r BS2 v O Et 52 MDL, v= y ITT '�P v TYPICAL•AWCHORS !i!i M2 +. > 1SEE Em. v' 18Y FOR SPACING WOOD BUCK E1 E3 1/4'MAY e. SHIMS s EQUAL LEG EQUAL LEG EQUAL LEG <v. E2 EQUAL LEG �N 28Y WOOD BUCK '.o M2 METAL - t^I A l D STRUCTURE C 1 STRUCTURE $3 I'1 °. TYPICAL ANCHORS Fz Z q[ Es SEE ELEV. S. Ai M2 SPACING E2 I TYPICAL ANCHORS.- DIA' rg 52 SEE ELEY A II 11 FOR'.SPACNNG--" 'a y',l r t',sl.l w:. ��s - - m10aL ARCHCRS Ey II -�! �`_ - -:l SEE- z,�I .,TYP.IC/4L Ai$H016 __ _. t - 1.I! .FOR..SPACING OfSEE ELEV. OR SPACING ..FLOOD BUCK C -d 112 •• ••• • • • • • •• WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. g o g 00* • • • • • • • 00, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o o W TYPICAL ANCHORS SEE ELEV.FOR SPACING 014 SMS OR SELF ORLAIG F�pS-"4 CIS):• •• AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO METAL STRUCTURES • • • • • • • • • o 1/4' DIA. TAPCON BY 'ITW' (Fw120 KSI,Fy=92 KSI) •• ••• • • • • •• ULTRACON BY 'ELCO' (Fu-n7 K%"155 K9) STEEL 12 GA. MIN. (Fy = 36 KSI MINS ETW.JAVAD AAW ALUMINUM : 1/8'THK. MIN. (6063—T5 MIN.) CML PRODUeTRwLhe FlaAda INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) FLA.PE V'92 �mmISF�Bhb ll6Uno 1-1/2" MIN. PENETRATION INTO WOOD • ••• • • A29 P�COblo W1O_�2.THRU 1BY BUCKS INTO CONC. OR MASONRY 'd SMS OR SELF DRRLNGSCREWS (a6LDEh 6185) ••• ••• Bc retDate1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI—DADE (WRINTY AIP•RO'OED:ALjUON! (MIR. 1:R. 1110900BY drawing no DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE)••• • • ••• ••• • MAY [dtumi 1-1/4" MIN. EMBED INTO CONC. OR MASONRY sheet—4-f B 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL INSTALLATION DETAILS 7- 1 THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW �k �� 15 J INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BILKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS Tp 8 U FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR a TYPML ANCHORS 1/4'MAX. SEE EL.EV. OR WOOD BUCK FOR SPACING METAL w g SHIMS ii OC I I WOW STRUCTURE SEE ELEV. -ANCHORS STRUCTURE I�I� M2 A3 FOR SPACNG v.,v M2 TYPICAL ANCHORS II 8 rSEE ELEV. tS S2 �x 1 'd• .0 1 FOR SPACPIG 1 0l le�E I-1 � T � ----—T 52 MDL• - •�. W A ..v YYPN:AH:MPCHORS 1•i M2 SEE ELEV. 1 13Y FOR SPAONG I o l YI WOOD SUCK I .a ; EB E2 E3 O W PS 1/4'MAX. BUCK HEIGHT X1/4'MAK. 2 3/B'MRI. GAP I GAPN o WOOD E 1/Y MN. 1/2'MN. d 0 n" z z 2 31 1 FIN FRAME HA2 CM=N y o—IAULIGHG I� j 0 x �`I U TYPICAL ANCHORS: SFE ELEV.FOR SPACING 1 ' #a SMS (GRADE 2 CRS) _ --' INTO 28Y WOOD BUCKS OR WOOD STRUCTURES FWHEN USED,THE MIN. WOOD. 1-1/4 MLNy? NETRATION INTO WOOD -T. $LICK DEPTH $HALT.:BE r-THE-USE OF-DEEPER OR BEVELED:WOODBUCKStiIS ... v:' a t. HousE xaAP PERMITTED. NOT BY CIV I' EXTERIOR i49$ BUCK NOTH BUCK WIDTH r----------------- 0 ------—----- Fr---t ••MUMry•pIDECpUN1y • j HYAMI.DADE"UNTY APPROVED I a°g d e g 11 11 APPROM I AJMN• •1 1YILLIDN 1Y MULLION ANCHORS 11 I I &MULMON ANMRSb �1 W MEPAUME NON I 11 • SEE SEPARME NBA• 1 000 II O I 1 • • • • • ,1 • • �I ---------- EW:J VAD AHMAD F CrAjL FROTHILY RBVLSEp 1 is SCA 33T8TD�2 Bu11�loPIS'h+8 Hillltha Flmidu o Codd 1 •o• ••• ••• • e • • A"� ce Lvo! -04! 9D �t • • • • • • • TYPICAL AHq{D� • • • • • • • SEE may, By drawing no. • •. • • . . • . FOR SPACING y 015 Owe Pmdocl of W 10-02 #14 X 1•SMS. sheet of 1; ••• • • • • ••• • • i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART PART i QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMKIM Et CGL-118 4/WDW. FLANGE FRAME 6083-T6 - [.008E2 cat-112 4/WOW. FLUSH FRA17E/FIN FRAME 8083-T6 - d 2 E3 CGI-721 4/WOW. GLAZING BEAD(LAM.GLASS) 8083-T8 1.895 E4 CGI-123 4/WOW. GLAZING BW (LAM.INSUL GRASS) 6063-TB - d y' .995085 E5 CGI-770 4/WOW. NAL FIN ADAPTOR 6063-TS - }FSS a • EB CGI-109 4/WOW. FRONT FLANGE ADAPTOR 6083-T8 - 0. 00i M1 CGN-362V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 St6RRE A C t M2 CO-124 AS REOD. SCREW COMER-OPTIONAL PMC - M3 CGI-112 AS REQO. FLUSH FRAME COVER PVC V E1 FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE(1 X 1/2 X 1/8' 8053-15 - M5 - 2/UTE SETTING BLOCKS EPDM OURO ETER 85-5 SHORE A eb y 2ADS f S2 #10 X 1-1/4' 2/CORNER ASSEMBLY SCREW PHL PH SMS ST/ST 4 ZL�QQ u 812 4ZF 7.495 LI 995 069 IYP. 1.339 y� .y... � I1fll� i N O FLUSH FRAME/FIN FRAME .875 m _ I opo Lij .995 97.5 I C3 WELDED AT ENDS Lo-l� O GLAZING BEAD (TAM. GLASS).t20090 ,995 Typ. 7.184 .500 a t"i r16.¢1± _.:1 -64 GLAZING.BFl�D (LAM. INSUL.-GLASS) GL:A7_)NG k'k'�f4AM'dN Wit,-.GLASS) i �;. c C��LII(.AR WINCOS a't 1.139 < FK RECT. OR SQUARE YYIIMLNIM� 9911121 180 1.950 7.tNa9 mo �--�. . TYP. CORNER DETAILS c•^d':d • • • •e • • •• ggsg 959 ••• ••s • • • . • • o W • • •• • • • • • 1.395 • •• • • • • ••• • O NAIL FIN ADAPTER FLANGE ADAPTOR •• 00: •• • • • •• i EIV.JAVADa A19N0 PRODUCT REVISEDCwL Fi 1.395 1.119 AL PE f 70 92 as�plilding iodwishthe FLav7de S DuOd'mg Cade Aeuptenea No L AB9 .281 0:0 ••• .0. ••! .00 iretioo Dat* L4rLfJ S • • • • • • • . .050 ,950 —i oBs 1.1/et •• •• . •• •• •••. • •• 0.0 • ••• • • 2015 MI '°dm'co"o drawing no. W10-02 OFLUSH FRAME OVER O SCREW COYER ah7set g of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • }t� r ..t -1 .I MIAMI- ;< MIAMI-RADE COUNTYPRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) ?' 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION f T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) 4 www miamidadc.aovleconomv CGI Windows&Doors 10100 NW 251h Street Miami,FL 33172 SCOPE: • This NOA is being issued under the applicable rules and regulatioros goyerning the use of construction materials. The documentation submitted has been reviewed and aci 6.0ted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and othefa' where allowed by the Authority s Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.Tl ejMiami-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 purpok. ' . 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 jurisdicgyl..RER reserves the right to revoke this acceptance, if it is determined by;-Miami-Dade County Prodtipt gontrol • •• i Section that this product or material fails to meet the requirements of the applicable�u�iJdin code.. .• This product is approved as described herein, and has been designed to comply wiflqke Flori$a.aulding ....;. Code,including the High Velocity Hurricane Zone. """ • DESCRIPTION: Series Clipped,Extruded Aluminum Tube Mullj} w=—L.M.L •••• ••••• • APPROVAL DOCUMENT: Drawing No.M95-13A, titled"Mullidn'Elevations aad sUatails", sWIS 1,2, ••; • 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07/27/151, prepared by 4-Farooq NWILtion, ...... signed, sealed by Javad Ahmad,,P.E., bearing the Miami-Dade County:;Product Caft"I Section Revision te,stamp with the Notice of Acceptance number and Expiration dat�j, ,,�hp.Miathi-D aft CotQt,�y�tr.oduct .... Control Section. '' ••••• 4 tti+tCi1 •• ••• • • MISSILE IMPACT RATING:Large and Small Missile Impactiti ¢tant •�; LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Prodik,k1bhtrol Approved", unless otherwise noted herein: ° � RENEWAL of this NOA shall be considered after a renewal appliMio�i has been filed and there has been no change in the applicable building code negatively affecting the peeM Lance of this product. TERMINATION of this NOA will occur after the expiration date o , ifilnere has been a revision or change in the materials,use, and/or manufacture of the product or process.pis4e,,of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall augVcally terminate this NOA. Failure to comply with any section of this NOA shall be cause for tennination�and,removal of NOA. ADVERTISEMENT: The NOA number preceded by the wor .i,Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising litftire. If any portion of the NOA is displayed,then it shall be done in its entirety. t , bf 1.4'.. P�t F.:•. INSPECTION: A copy of this entire NOA shall be provided ' user by the manufacturer or its distributors and shall be available for inspection at the job site at thepue t of the Building Official. This NOA revises NOA#12-1220.15 and consists of this page 1 anhvi&nce pages E-1 and E-2,as well as approval document mentioned above. Pp The submitted documentation was reviewed by Manuel Perez,P E' ` NOA No.15-0420.08 MIAMIOADE COUP1rY Expiration Date: Marcli 28,2018 "'• t' 1 Approval Date:August 13.2015 816115 ai'r�;° Page 1 ,. 1f,L. CGI Windows&Doors a'. NOTICE OF ACCEPTANCE: EVIDENttSUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted ander NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series"Mullion Elul "ns and Details",sheets 1,2, 3, 4,4.1 and 5 of 5,dated 11/25/95,with revision G,dated 07/27/15,prepared by Al- Farooq Corporation, signed,sealed by Javad AhmW p:E. .' B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TM,,'201-94 2)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94 3)Water Resistance Test,per FBG;TAS 202-94 4)Small Missile Impact Test per FBC,TAS 201-94 5)Large Missile Impact Test per FBQ,TAS 201-94 along with marked-up drawings and installation dram of cavmejgt windo,;yj;nulled...... using a 1"x 2"x 1/8"aluminum tube mullion,prep' HurA ad 2'esting,Lab.Inc., �• Test Report No. RTL-0080-0105-08, dated 03/26/08'for SpMjnens Nor•17jnd 2,....:. signed and sealed by Vinu J. Abraham,P.E. "••" ...... ( 08-033107) *see••• Submitted under NOA No. � .... • .. .. ..... 2. Test reports on: 1)Large Missile Impact Test,Loading per SKI"J'.4 201-9646•�• ��;•�• along with marked-up drawings and installatiAe�n;.r�.diagram of are alunfi fixed.... • window,prepared by Hurricane Test Laboratory, nc. esi Re�rrtfQ. •• <t :c HTL-0080-0303-96,dated 03/06/96,signed and, by Tin!othy S.Mao Mt.P.E. •••••• (Submitted under NOA No. 95-0929.39) •••••• 3. Test reports on: 1) Uniform Static Air Pressure Test,-.Loading per SFBC,1eAe qj 2-94 along with marked-up drawings and installatioq, agram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, %�"�t14, "`62/12/96, red by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, signed and sealed by Hector M. Medina,P.E. {� r Fil( , (Submitted under NOA No. 95-0929.39) .11,110. C. CALCULATIONS 1. Anchor verification calculations and structurala ys$,complying with FBC-511 Edition (2014),dated 04/13/15 and 07/25/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 �i''�, ; O Manuel P ,P.E. Product Control xa iner NOA No.l - 420.08 V Expiration Date: March 28,2018 Approval Date:August 13.2015 i i y✓ 4 E-1 ; " a ' CGI Windows&Doorsl: .t; NOTICE OF ACCEPTANCE: EWDENSUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Econq#j, Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS " 1. Statement letter of conformance, complying wit `"C-5`h Edition (2014), and of no financial interest, dated April 13, 2015, issued by3 At-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2,issued by Hurricane Test Laboratory,Inc., dat6d 03/26/08, signed and sealed by Vinu J. Abraham,P.E. 0000 (Submitted under NOA No. 08-0331.07) ;. .• 'sees 0000 . 3. Laboratory compliance letters for Test Report'-W,--� TL-0688-0J03-96,•issued by • Hurricane Test,Laboratory, Inc., dated 03/06/96 signed.and•ft:Aed by Thn"by S?... •• Marshall P.E. '`:`' ' •••••• • 0000 0000.. (Submitted under NOA No. 95-0929.39) `'` • t3r�� 0000 0000 0000. 4. Laboratory compliance letters for Test Report Nd5i+TI-9b-52Sfissued by Hurricane.:..' Engineering&Testing,Inc., dated 02/12/96, signed find sealed-Sy-ftector M.oNfedin4••••• 0000.. P.E. . . (Submitted under OA No. 95-0929.39) 0000.0 :0000: . . .0000. as • 000 ' G. OTHERS ; ^}; • 1. Notice of Acceptance No. 12-1220.15,issued to Ger w indows&Doors for their Series"Clipped"Aluminum Tube Mullion—LW"',approved on 02/28/13 and expiring on 03/28/18. y r k 'jt'd ar Manuef Per .E. -; Product Control Ea ner NOA No.15- 20.08 r Expiration Date: March 28,2018 Approval Date:August 13.2015 E-2 r RD t ¢g IBs a TYPICAL Pa6D 3• 4400 GLAZING PRODUCT lgggy 3• $_.332 044 "ry� L000 O Sz=.332 W%3 CUP ANGLE 8t1N13_TB �. g 1 X2 MULLION Q oT 8083-TB ��325 8000 3.000 400 $el 3• O 8000 125 3.00G .w5 4=0 'W' DIMENSION MULLIONS CONTAINING TYPICAL GLAZING PRODUA MULLION `W' - HORIZONTAL OR VERTICAL 2' 1.888 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING o 3' 2.688 p 4' 3.688 MULLION SYSTEM IS RATED FOR LARGE MISSILE LIMPACT. �� AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED to Ix=.8502 IN\4 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. F „b Sx .6335 D+\3 Ix=2.9782 lA4 j 9� Sx= 1.4881 IP1�3 .715 GGGW777 3 1X3 MULLION RECTANGULAR ALUMINUM TUBE MULLIONS z $ � USING MULLION PROPERTIES ONLY o 8063-T6 2X4 MULLION g 6063-76 NOTES: p- L873 .125 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I 2'60°�51� 1 HREQUIREMENTS OF URRICANE ZONE THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 0 L (ww). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE NG CODE REQUIREMENTS LE-WIND LOAD,WAXIER INFILTRATION ORCED DS EM - - - . SIR�6YUCRB�.M. �ER^LR-7 --WOOD BUR ' OTHMUST BEEANCHORED PRPY:3Oi ;:TRANSFEIR q- MULBYNTL ' ;LBE Ai WED YSSHOW ON ESeMN 'til: - E 3E-.Nn tea: -titsP-3+13,7-- 4 '.ri-r ri ,� ^r.,�-_;BASF MATERIAL SHALL'BE BEYOND_WAIL I,7NE E'TC.J. 6063-TB - .sib . ANCHOTRNG CONDITIONS OTHER THAN T1i05E S11bWNdt+L THESE DETAILS - . ARE NOT PART OF THIS APPROVAL _ - 60D0 .. A LOAD DURATION INCIFASE S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 1,70D-1MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT bf COME INTO CONTACT WITH OTHER DSSN ILAR MATERIALS-SHALL MEET THE p n 4otlo >PS INj • • • • •• REQUIREMENTS OF THE FLORIDA MDC.CODE $ 8000 MjL. wMNB'•wSIGN a.&VMUMIEDeW ASCE 7 FOR PARTICULAR OPEMNO. Enor.JAM AIOMD PRODUCPRBVISED •T 9 $TEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING CTIA, "Wm yi swuhamFlartid• i�N'VS rN„ ABOVE LOAD REQUIREMENTS. t L /70ftz li�uCCoda C USE CONUGUON 72 MULLION A%PER PRODUCT 3838 Accevtm bb MJUIIJ SIZE Ix 2.0374 w\4 Ix Q 8.2757 w�a 4400 • P 1jjll 1{G ��7F1A,�2D�LQ S CIFIED BY Six= 1.018 H1\3 Sx=zasee D\3 I .. . . . JU 2015 Mi Peodsa drawing ro. MULLION CLIP FOR 20Y TUBES ••• • USING A1IMTOR WF43►ON SHBM 0 s SPAM)ANCHOR CRAP M95-134 1X4 MULLION 2X6 MULLION CM-396 .� ON SHEET 3,SELECT ANCHOR TYPE WITH DESIGN RA71N0 6053-T8 6063-TS ED63-78 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE sheet of rj ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i - i•i • i ii _ i i ■ •• r INEE■NEN IMENE■■■■ ■�E■E■EVNI n� M � OMM■NNE■ MILIMM I■■■MU■EE ; NUMMEMERNSOME ■■N■NENE■■■■■ E\1■1\■EN■\\■■■■ ■MMUNNEVEE■N■ ■■1\■N■■■■E■E■ RENUMEN■■\■■■ = ■UNKEREN\■■■■ ■■\1■■■EN■■■■■ WOMEE■■■■\E■■ ■EMENEMN M-0■■ ■■■MOMEN■■■■E UMBERENN■E\\■■ t■■■■\\■\■■NNE■ ■■NWENNE■■■■E WN\■VE■■N■■M■ 1\ENMEN■\\■ENE■ ■■N\■E■E■■N■■ NE■N■\■■■■■\\ NEWE■\\■\NE\`EN ■■■ERNEE■■■E■ ■NEMEVEE■■■■y ��■■�■■N■yam■y■ ■■NEVE■■■■■■■ ■MEMEERN■NEE■ ■,■„■■,■■,■■, . .:iy EEEEE\N■■■EE■ ■MUNNEV'NE■■E■ : ■\\■��■■►�■■�■■ ME■E■\\■■E■E■ _ ■■W■N\EV=z■■E - ■■E■\\■NN IN\E NOMEE■■■E■■E■ NNKE■\EN►EN■■ ■■\■■■■■■■■■■ � E►\■EN■■■\E■E■ NE■EMPNI S ■E►N■ ■NN►l++■■►■■■NN■ I W&NAMEN■■■\\■E . ■\\EN\\■■EN■■■ ■\\■■E■ERN■E■\ LEN■E■E■■E\\■ NE\E■\\■E\\■■ \\N■\EEE\NEEN ■\■\■■ENE■■N\ : NEVZO■\\E■N►\ WR\■■\\NE\►O.■E EM'►RNN■EE■ENEN E\E\■E■■■NE■\ ■NNE■■E1■■ENE \. ■■■EE■■■EN■ \\'�4■■\■■N\�\■ \�N\N\\■■\\MEN : EEE■\1E■■\\N■\\ ; 1\\IEENNN■N��E�` 1�■►®NEN®■N ■N■ UMUM ®ENMENENN ®■lV■NS`ON®■NE■® W■1®MEMO\E■1�■E ®V■■\■■rN■■©■■ NEWEEN■\. ■EVE ■E■\\■■\NNNN\■ \1\NNEV■■\\■■EN 1\■N■■N■NORM■■ EMMENNE■EENNE WEEMEEE■■\\■■ , MWENN\■■\`\NES ... . . , ■EN\■E\ENEN►E ■\■\■E\■■OME A\\E\M■■\\■EE\ . ■■\\MOR■\\■■\`64■ \\■\■\NNEV`RIM■■■ ■NEON\■N\EE■\ N. AME\NE■\►\■ : ■■■\\NN■■RMBN \\■\EEV`�oi \■ ■■■■■\■►\6isr • l\I■\■��■lam ,: 1\\1►\►111��■■■ \►\■\Q��l��"�� , \I\�1\\\\��■\� ° � .. ■■■■■■■■ :: \\\1\\\� ii0■■■ \1\lRNFI■■■■RINNNERNMEN ■■ ■■\\1\►�\►\■\\ : rt ". �� 1■11■■■■ •. ■1��\ 111111 •. ��1�\\1■1�1 •. ■■■1��11�1►1 : . � � �'� �►\\1■1�1■ : ■■E1�� 1►1\�� s. 111sely 1 0111112115111 1111016011111 IIIIIIIIISMIS 111:085!10;11 RM11■113115 01■\■■■■■■■t■ X111111101 =-- \��■■■■■■■■login M-m-I MINE= \1\1«i■■■■■■■■ RISE■■■■■■■■■ ►�\l\S\ i■■■■■■ ■■■■■■■■■ WINNI■■■■■■1 ■O■■■INO■■■■■ ■■■■■■■■ N11311211 10 059111 110111 EREIRRI■RI■■N101111"1111111 On ff mall 101111 ammexamm" m so ■ _ � ��■■■■■■ 1112261111 ■OSIM1,1■■■■1 : 01111120111311 OR 111,1111 111551161151M ILMOON111 11 ,a 1,Omsmm ibi maaIII, amismmm,� a �\a 144. .•A -, ia. .,,-is a • • .r •• r ao©oos 1�4ANGLE�N dao- him.V=3= � / .1/4"®ULTRACON M ACca•ODATE 2 X 2 X 1/8' g 2 K 2 X 1/ff- - 2/ANGLE •CL]P.ANA.E TO NASUPRY ALUM ANGLE .'Q ALUM AN 4 . 14 S.M.S. 14 SMS. 2 Ku1l24KavctBE qqq$ ry 7t 2/ANGLE 2/ANGLE n• • !1 14 S.I.S. 3/ANGLE y __ -- a,a O — _ __ .•7/4'0 ULMVWN Q p pr1 C___ -- Pi --T--- 1.3/8'•MIN.EMBED j a p Pel 7 '�/ANGLE Si; QAC 841 MULLION MULLION ' • MULLION °CONCRETE OR MASONRY BLOCKS G� iffy OR 2BY 10f OR 23Y WOOD BACK WOW BUCK MULLION a' MULLION 2 X 2 X 1/B- 2 X 2 X 1/8- :. z s%s•a z- LoNc MUILON z auiMxa�/cL�e ° a 3-6/8'LONG .•. p I�s � 1� a � a , °• 1 a ��n� • }gggQQ J 1 14 +0 'a•6` z � 1.500 1.600 d (7 MAX. -• MAK I 0 2 SCREWS PER SIDE REQUIRED FOR 3 TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2 TUBE MULL 1.5004 -L. ^= R SIDE REQUIRED.:. -me;3q' UB3EMUPELm ATTACHMENTS=1lYf'ARLCABIE#^* L16t1, F ' :rP+ • - MULLION - '� -_' 46,C -?d=• �w -es f a ,.�._-- y .. 3 SCREWS PER-SIDE.REQUIRED FDR ' - - 4' dL 6"TUBE MULLIONS $ 2%2X1/B' ALUM ANGLE 1 1 1 I /14 S.Y.S. 1 r -----------, ANGLE •• ••• • • • • • •• °m I I 2.000 1 1 • • • • • • • • • m -• 1 I • • •• • • • • • `C O W 419 I 1 MIN' 1 I NOTCH MGM m • •• • • • • ••• • � 1 1 MISS MARBLE SRL • e • • • • • • • 1� I OR TRIM •• ••• •• • • • w• .- Jr,AHLIAD PRODUCTRBVISP.D FIA PE!745a as cnmplyluswitil Oro Flurms li! 14% ° • ••• • Act 6 $ BY `raEcasr cave° :"• s I • •• • • • • • • UL 2 8 20 t d-M.9 no. •.$RL'a•• d 1/4'DIA.ULTRACON ••• • • ••• ••• • M95-13A 1/ANGLE n ' sheet 4 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • %,U aha•0 ULTRACON 1/ANGLE °.1/4,0 ULTRACON N®TCFf wain BUCK Z .TO ACCCMaDATE M ULLION ;9.•• M1woN CUP 2/aacLE CL.�.ANME TO NASM RY e +9 � MULLION CUP a[7 47 Q R7 1 I --- /4'0 ULTRACON ^ A ---- "------ ri -�---___ A: 1-3/B'YIN.EMBEDSSSANGLE YUWON - fA .';•. - MULLION 'e•'.: ,3Wolu CONCRETE OR MASONRY BLOCKS 1BY OR 28Y 18Y OR 28Y ev7yI MULLION WG.M.�K MULLION wow BUCK 3 � MUt.I1WR C ,2 • lA � 4 rl � FZ0 o4 3 o- ' 9• I t (J 1 1 I I O • I 1 I - r- a _ MULLION t - I I I 1 t •• ••• • • • • • •• ° --------------- • • • • • • • • • ° --------------- Mora+ MISS MARBLE SILL E SEE SHEET 1 Obit APf�I�I�ul1.E&UMOl CLQ a:0 •• ' OR TRIM 1 BY OR 2BY qNE hKMIONS•• • • • •• AND FOR FABRICATION OPTIONS OF NUWON CLIPS Enp-&4VAD bMO PRODUCTREWSM ' a FIA.PE!70D02 oulmin lyiag with lha Fiaida d C Bates No • • • • • • • • ::•.° a a •• •• • • i •• • •• • • ee' Prodoc+ drawing Ito. ,• .;".' - PRECAST GONG :' 16 t 1/4'00.ULTRAOON °• :$' 1—a/B• IN.EMBEo ••• • • ••• •w• • M95-13A 1/ANGLE JU 2 8 2015 sheet 4. OR 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 ACCESS IDLE °n /14 X 1/2'SJA.S WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. SEE CHART FOR oUANtmES TUBE MULLION MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCHOR N0.OF TYPICAL. ANCHORS: SEE ELEV.FOR SPACINGJYPE B 3 vJ k TYPE 'A'-„],�4' DIA ULTRACON BY 'ELL=t�' (Fu-177 IaI.Fy-158 K5) -------------- -----------^- Q�d E INTO 2BY WOOD BUCKS OR WOOD STRUCTURES r-- -� 1-1/2° MIN. PENETRATION INTO WOOD I THRU 1 BY BUCKS INTO CONCRETETHIS SCREW CAN BE j I SM N 1-1/4° MIN. EMBED INTO CONCRETE T10HN Epp I to K 3 4 FN W dW IX2 PER AT &1X3 MULLION 2 PER CUP AT LARGER MULLIONS TYPE'B'—,]./4" DIA. ULTRACON BY 'EL CO' (Fu-177 KSL Fy-155 KSI) j DIRECTLY INTO CONCRETE i o 1-1/2° MIM. EMBED INTO CONCRETE MULLION 1/8'THICK ALUM CHANNELi ISY OR 20Y TUBES 7d CI 4 TYPE 'BH'—,]./4" DIA, ULTRACON BY 'ELM (Fu-177 KSI,F�155 KSI) LENG7HINTO MULLION 1 I z W DIRECTLY INTO HOLLOW BLOCKS i j F dij n o 1-1/4" MIN. EMBED INTO MASONRY ' N THRU 1BY BUCKS INTO MASONRY GGGW111 1-1/4° MIN. EMBED INTO MASONRY ANCHORS DETAIL #1 Z z z12 METAL TO METAL CONNECTION O TYPE 'Br-,1/4 D1A. ULTRACON BY 'ELCO' (11-177 KS4 FY-155 KSI) 3 _O DIRECTLY INTO FILLED BLOCKS 1-3/4' MIN. EMBED INTO MASONRY o THRU 19Y BUCKS INTO MASONRY 1-1/4' MIN. EMBED INTO MASONRY TYPICAL EDGE DISTANCitE INTO CONCRETE.AND MASONRY= 2-1/2 MIN Y -' r +I R f INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2' MIN. ; a WOOD AT HEAD,SILL OR JAMBS SO- 0.55 MIN. CONCRETE AT HEAD, SRL OR JAMBS 1'c = 3000 PSI MIN. C-80 HOLLOW/FILLED BLOCK AT JAMBS I'm- 2000 PSI MIN • •• • • • • ••• • ENn JWAD AHdMO PRODUCT REVMED ClVL as complying with Me FkMa BmnldingCode FIA. 7'a392 ^ • ••• • • • s A«epunceNo IrJ�Q�L2o•OT$ T E • • • • • • • • • • Bl�aabni)ale7j(118 ••• • ••• ••• ••• ••• • • • • • • • • • • • •s • • • • • • � / M >'� oil ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • g MIAMNDADE -` MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) - 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.y_o /economy :3 CGI Windows&Doors ' 10100 NW 256 Street Miami,FL 33172 f 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 purposed 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 D a11— -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed`to;comply with the Florida Building Code, including the High Velocity Hurricane Zone. see DESCRIPTION: Serles"Sentinel 110"Aluminum Single Hung Wil do�v=L.M.I. • ,..•.U!. 0 0 0000 000000 APPROVAL DOCUMENT: Drawing No. W10-03, titled Series; Sentinel M'AZum- SSI. Tdw• .' (L.M.I./S.M.I.)", sheets I through 9 of 9, dated 02/02/10, with revisi'oh"C'dated 04/44MI 5, prepacad b4 Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Mianii&F6e County Product • 0000.. Control Revision stamp with the Notice of Acceptance number and expiration dAe VX the y iarni-Pade • • Ms ( see* 00 •• 0000. County Product Control Section. ,;�; .. • 0000.. 0000 0000. MISSILE IMPACT RATING:Large and Small Missile Impact Rgp ,tg4t. *Geese ••0••• •• LABELING: Each unit shall bear a permanent label with the manufacturer's n—ep logo, city, state, model/series, and following statement: "Miami-Dade County Product Uttrol Approved'* unleU Q�Wise •••••• noted herein. I�3i.cr:. • ... . . . 0000.. RENEWAL of this NOA shall be considered after a renewal applicat o&has been filed and there hV.been • • no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or_�,, ere has been a revision or change in the materials,use, and/or manufacture of the product or process. I k4. of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall auto.w'Ply.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,' erni-Dade County, Florida, and followed by the expiration date may be displayed in advertising literate. 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 toy tlrie Buser,Iby the manufacturer or its distributors and shall be available for inspection at the job site at the regu� t�iof the Building Official, This NOA revises NOA#14-0915.06 and consists of this page 1 and evidettice pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 'Ic NOA No.15-0512.10 MIAMNDADE COUNTY '`tkpiration Date: September 22,2020 16 4 ;v:ri,t,' Approval Date: August 06 2015 Pagel •i f}i7r1� 1, Y: .Fa :.. i .. CGI Windows&Doors 'fr, NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGSy ;• 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revisiajQ_ dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad'Ali ad P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Tesx,lding per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading pet-TBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure TesijtZ ading per FBC TAS 202-94 2)Large Missile Impact Test per FBC�TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 Pyo prpject out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal*6and S4I 6? Spacer®insulating glass spacer,prepared by Certi tllest Labpx�tqAes,Tegvhort ...�; No. CTLA-3056 NO, dated 03/03/15,signed and,,§`di&d.'by Rauaa&C.Patel,E.E. 3. Test reports on: 1)Uniform Static Air Pressure TestJ.�"chading pgr FK TAS 902-94 :**so: 2)Large Missile Impact Test per E$!C,TAS 201'94• **so: e...• . . sees .sees 3)Cyclic Wind Pressure Loading penFBC,TAS 103.94 . e e e e along with marked-up drawings and installation di 6f a serL*q% 8 alurnmLum e• fixed window,to qualify DuPont"Butacite"PVB interlayer,DurasbaM and Super ...... Spacer®insulating glass spacer,prepared by Cert' ed Fest Labprajor�es,Test Report No. CTLA-3056 WC,dated 04/16/15,signed and healed by RanleshC.Pat+ oP ly. 0 • 4. Test reports on: 1)Air Infiltration Test,per FBC, A 102-94 so 2)Uniform Static Air Pressure Test,,rYoading per FBC TAS 202-94 3)Water Resistance Test,per FBC;` AS 202-94 4)Large Missile Impact Test per Fq, ,TAS 201-94 lis:.. , 5)Cyclic Wind Pressure Loading e.r C,TAS 203-94 6)Forced Entry Test,per FBC 241 `.1,'* T„TAS 202-94 1f°l.�li ; along with marked-up drawings and installation dia am of a series"Sentinel” aluminum single hung window,prepared by Hurric L -,.est Laboratory,LLC,Test Report No.HTL-0080-0101-10,dated 02/03/10,si el fd and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) `' Manuel Pe .E. Product Contro xa ner NOA No. 12.10 `E piration Date: September 22,2020 Approval Date: August 06 2015 E-1 .j �« P CGI Windows& Doors � e' NOTICE OF ACCEPTANCE:_ EVIDENCE,'SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural .,complying with FBC-5i' Edition(2014),dated 09/08/14,prepared by Al-FaropgwCorp oration,signed and sealed by Javad Ahmad, P.E. Submitted underprevious NOA No.14-0915.06 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Econozitic,Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kui 'jeay America,Inc.for their "SentryGlas®(Clear and White)Glass Interiay, }s'dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to KAAmerica,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/1-�;;expuing on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eas. � n"Chemical Company(MA) for their"Safleg CP—Safleg and Safleg HP Com p#s , ;fie Glass Inte�layers.�PNtli. •••••• PET Core"dated 06/19/14,expiring on 12/11/18. �, th, ;:.: •••• •• 4. Notice of Acceptance No. 14-0423.17 issued to EaP { n Cheuy9al CompaWNA) .... ;• for their"Safleg Clear and Color Glass Interlaye,.`'?fated 06/481:4#.expiring.on 0000.. 05/21/16. 'a .0 . . 0000 00 00 ..0.. F. STATEMENTS 06:60: 00000" 0.%. 1. Statement letter of conformance,complying with FBC=5fb Editib'h 12014), acid bf no 0.0 0 financial interest,dated 08/26/14,issued by Al-Farpgaq:prporatton,osirgned and sealed ••• 0 by Javad Ahmad,P.E. '0 0 0.0 0 . 0 (Submitted under previous NOA No.14-0915.06) • ••• 2. Laboratory compliance letter for Test Report No. H ?0080-0101-10,issued by Hurricane Test Laboratory,LLC,dated February 0 ;•7g�0A0, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®P ss interlayer by DuPont as well as Duraseal®and Super Spacer®Standard* :'edge flexible insulating glass spacers,dated December 16,2014,issued by RER]PrAlOct Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS ',. ' 1. Notice of Acceptance No. 14-0915.06, issued to' CGI Windows & Doors for their Series "Sentinel 110"Aluminum Single Hung Window-L.M.I. approved on 02/05/15 and expiring on 09/22/20. L Manue P.E. tyA�,* Product Contro Ega finer NOA No. 12.10 Expiration Date: September 22,2020 " 141.Approval Date: August 06 2015 E-2 �,t .115 k- 53 1/8' 52 1/8•_ 52 1/8• V FLANGE WIDTH BUCK WIDTH BUCK WIDTH I�� a_ 47 7/16• 47 7/16• 47 7/16• Z n 3 DLO.(FIX.LITE) FALSE MUNTINS D.L.O. (FIX.LITE) FALSE MUNTINS I D.L.O.(FOC UTE) 0 (SURFACE APPLIED) (SURFACE APPLIED) 20 0/16'** OPTKYNAL 5 1/2'MAX, 209/X.18'*# OPTIONAL 5 1/2•MAX. 20 9/18'** 1" Li 6•MAX. MAX. HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL CORNERS 4 CORNERS AT CORNERS 0 Qa W$ ro II II � M II II N M II /� II du / ❑ o "' d Ot u % u rod 4 it ❑ , B II II J 7 8 11 a LLZ�� e 8 li ii .- Fs c 7 li ii s = Cf 2 W= E it ii ,I (t m it II • � . 5 II %� 11 W V ;} 11 %� II m V 'v `�' II /� II N xQN S 1� S p 11 I I 4 C II 11 m C7 it II m p K I-.7 ii ii 'F O u 8 i C ui hO 47 7/16' MUWTINS 47 7/16' _ (SURFS A 47 7/18' Z _o O NM D.L.O.NENT) ' o D.LO.(VEND D.L.O.OPTIONAL (VENT) o� Z 50 1/4' 50 1/4• 50 1/4• VIM WIDTH VENT WIDTH VENT WIDTH o FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME v o g TYPICAL ELEVATION SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW o DESIGN LOAD RA'(INOS-FOR THESE WINDOWS TO BE AS.PER CHATS SHOWN Ul5 H'ET ti ,A { T1oN t� -CENTER R>QUfRED Wk1EN s ;} . ApP�ovYL AaF?Lltafi¢LSI 9r�t`�joL6 iiY:i E':COMBINA s t_... q UN& s• t SPACING"EXCEEDSa°� t� � OF S:H./S.H.vOR;-SINGLE 1�UNG WOW. WITH O7FIER MIAMI-DARE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS • 4 IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. •:t d •• ••• • • • • • •• LAMINATED GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE • • • • • • • • • INSULATING121 LAM. GLASS a m REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • •• • • • • • LARGE MISSILE IMPACT • •• • • • • ••• • HURRICANE ZONE(HVHZ). • • `110: • • • • • SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE Ener:JAVAO AHMAD p CML PRODUCE REVISES! T N ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS FLA F9/ x 271D9 �W1,10YfilsWidithe Flm4m EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • ••• • • • • midi s c D& O 12.10 y ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • Delo goo NOT PART OF THIS APPROVAL • • • • • • • • 2615 • • • • • • • • • • J)f By drawing no. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • •• • • • • • • Dndc MATERIALS INCLUDING BUT NOT LIMITED TO S EEL/METAL SCREWS,THAT ••• • • ••• 000 • �1 0_03 COME INTO MATERIALS WITH OTHER DISSIMILAR MATERSHALL MEET THE REQUIR(]AENTS OF THE FLORIDA BUILDING CODE sheat of g ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL UTFS WROD11S UNEQUAL LITES 11II4DOWS �U 6 DESIGN LOAD CAPACITY-PSF DE51GN LOAD CAPACITY-PSP p FLANGE DIPS. I SUCK DDI4. GLASS IYPFS•A'YAI'MASS TYPES'B'h'UI' FLANGE DDOL BUCK DIPS. NAILTOP LITECUSS TYP&4'A'&'Al'MASS TYPSB'B'k'Hl' �® p WIDTH IEGHT wom HEIGHT EICL(+) INT.(-) EXT.(+) 1NL(-) 1EIDTH HDGHT 1Ym1H HEIGHT 'A'DIAL EXT.(+) 1NT.(-) EKT.(+) 1NT.(-) .L %-1/8• 18-1/8• 75A 75.0 80.0 85.0 53-1/a• 78• 52-1/e• 75• 36-1/4• 75.0 75.0 no 85.0 O � 28-1/2• 25-1/2• 7&0 75.0 BOA 85.0 48' 79• 48• 78• 3B-1/4• 7&0 75.0 MD 85A !� 3Y 28' 36• 25• 75.0 75.0 80.0 85.0 26-1/Y 25-1/2• 70-5/8• 75.0 75.0 80A 85.0 E�� 49' 48 75.0 7&0 no 85.0 31• 30• 83-5/8• 75A 73A 80.0 BSA a p V 53-1/8• 52-1/8• 75.0 75.0 8DA 854 3T W. 32• Be 80• 75.0 7&o no 8&0 Q rfStll 15-1/B• 18-1/8 7&0 75.0 80.0 85.0 37• 36• 53-1/z• 75.0 75.0 80.0 BS.O 0 28-1/2• 25-1/2• 7s.o 7&0 80.0 85.0 43• 42• 46-1/4• 75.0 75.0 80.0 85.0 3Y 38-3/8• 38• 37-3/8• 7&0 7SA 80.085.0 y 09 aOn1{ 4B• 4B• 7SA 7&0 am 85A € CI lq 53-1/8• 52-1/8' 75A 7&0 80.0 85.0 WIDTH v 2 V I Q 19-1/a• 1&-1/s• 73.0 75.0 80.0 mom O !C 26-1/r 25-1/z' 75.0 75.0 8D.0 85.Q 37• 5D-5/8• 35• 48-5/6• 75.0 75.0 no 85.0 40• 49' 75.0 754 80.0 85.0 fi 53-1/8• 52-1/5• 75.0 7&0 1 BOA 1 85.0 19-1/8' 18-1/8' 75O 754 80A &44 FS 25-1/z' 25-1/2' 75A 75.0 BOA es.0 37' Sr 38" 82' 75.0 75.0 BOA 85.0 4B' 48' 7$A 75.0 a0.0 B5.0 S ' s3-1/s• 52-1/s• 7s.o 75.0 no eso I MI 19-1/8• 18-1/8• 75A no 80.0 &5.0 v N m 25-1/2• 25-1/2• 7&0 75.0 80.0 85.0 37' 78' 36• 75• 75.0 7&0 eao Bsa UNEQUAL LITES (ORIEL TYPE) � p� 48• 48' 75A 7&o no 85.0 s3-1/8' 52-1/8• 75A 7&0 80A 85.0 = j 18-1/B' 18-1/8• 75.0 7&0 80.0 85.0 °� N 28-1/2• 25-1/2• �• 7" 7&0 sao 85.0 y y7 37' 38' 75A 75A BOA B54 X•TYP. BUCK DINS X. ". 3 N 46-1/Y 45-1/2' 75.0 7&0 BOA 85A $Z 41 E6d 30_� FLANGE FRAME ' U FLANGE DIMS P �. BUCK DIMSio O A "' •:ik 'ia,_ 33L^.' 7,,! �".27��.-��EA t4 f. S `rK "�" H i A? .. BUCK DIMS EQUAL LITES v• &a • • • • • • • EWE 0.1-1,1,1 • FIN NAME• • • • • BUCK DDS Flgr JAIm VAD AHMAD PRODUCTRmsm g a FIA AE 7oSn w OwnPlPma w6h sm FEmftla g I�1�-D5r210 A NOTE: • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) • eN 0ADg • Q 2�tJ drawing no. AND FLORIDA BUILDING COMMISSION 000 •FLANGE alb 000 W O-O3 DECLARATORY STATEMENT DCA05-DEC-219 sheat 2 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8'ANN. GLASS 1/8'HEAT STREWD GLASS V 075'Interlayer 075'Interlayer b Saflex CP With PET Core Saflex CP With PEI'Core A� By O'Eastman Chemical Co.' By e� 'Eastman Chemical Co. n J 090'Interlayer 090'Interloy Saflex Clear And Color Glass Saflex Clear And Color Glass q I By'Eastman Chemical Co.' By 'Eastman Chemical Co.' SSSSaeeee N OR OR p v 090'Interlayer 090'Interlayw reci Kuray SentryGlas Kuraray SentrAlas TSu et By'Kurmay America,Inc.'OR By'Kureray America, Enc.'OR p u, 090'Interlayer 090'Interlayer Kurarey Butache PVB Kuraray Butacks PVB v By'Kuraray Americo, Inc.' By'Kuraray Americo, Inc.' �.+ 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS dj a 8 SILICONE SILICONE Qt� M1 GE 1200 M1 GE 1200 V,Z DOW CORNING 899 n p ! DOW CORNING 899 .5 O DOW CORNING 995 ? DOW CORNING 995 a u 04N a E6 a E8 AT 1/4 POINTS ON LRES AT 1/4 POINTS ON LITES WIDER THAN 38' t�W11 WIDER THAN 36' GLASS TYPE 'A' GLASS TYPE 'B' $ O ui 5/16'OVERALL LAM.GLASS 5/16'OVERALL IAM.MASS O (L.M.I & S.M.I.) 1/8'ANN.GLASS 1/8'HEAT STREWD GLASS U)N n 075'Interlayer 075'Interlayer 0 3 M Saflex CP With PEr Core Saftex CP With PET Cors By'Eastman Chemical Go.' By'Eastman Chemical CO.' Z z OR OR z o= .090'Interloym 090'Interlayer Saflex Clear And Color Glass Saflex Clem And Color Gloae rn V o 0'Eastman Chemical Co.' BByy'Eastman ChemCo.* Chemical Co 1/4'AIR SPACE 090'Interlayer 1/4'AIR SPACE 090'Interrl1aayyeer Kura SentryGloe Kurerey SentryGlae ray 1 ti'ANN. GLASS By'Kuraray America, Inc.'OR By Kuraroy America. Inc:OR O % 090'Inter) r 090'Inter) r (_^ Kuraray Butadte PVB 1/8'HEAT STREWD GLASS Kuromy B�PV9 693 .. BY'`KumrdX-fifteriaeX Inc. ' BY Kuraroy-grrellRo,:i_nA C 1 } o r in _ I 1/8'AEAT ST"D GLASS'`,:,- .SILICONE m SILICONE. .. GE 1200 GE 1200 DOW-CORNING 899 DOW CORNING 899 'N M1I DOW CORNING 995 N o M1 "I DOW CORNING 995 0 0v4F ! XL EDGE SPACER • • X10.�SPIC •• •o $$ ST.STEEL BY'CARDINAL' !� • ••ST.16TEG.EW - s m v OR R• • •!• • c DURASEAL BY'QUANOC O • •DUIXSEY.B; QYANEX' • aOR • •• •OCR • • • •• o E9 SUPER SPACER BY'QUANEX E9 SUPER SPACER BY'QUANEX' i r Engr:.pWAO AIiNO PRODUCT REVISED M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 PONT4 ALL SIZES FlA �70,�zBikfing Coda ° '�PL°rL4' g • ••• • • • 3578 AccePeerca 1 - ! .!p GLASS TYPE 'Al' E • • • • • • • '1�7A v '� � • • • 0.70'OVERALL.INSUL.LAM.GLASS o.7: tAt.L jNSUL•LAI;ct�.Ss:• • •• : : J 3 Q 215 By �P'osGre4 drawing no. (L M.I ONLY) D ( ) ... ... ... woo—o3 S.M.I. IN ORDER TO QUALITY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'AT'&'Bt' MUST BE TEMPERED. sheet 3 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'SIG`At1CH01!S SEE a". FLANGE & FLANGE ADAPTOR FRAME �V 13y FOR SPACING METAL WOOD BUCK . \..._I .. STRUCTURE y TYPICAL ANCHORS Q 3' `3 r--------------------� _ a ° n. ° SEE ELEV. m I r-------------------i I za . a a' x FOR SPACING fl I I MWdI—DADE COUNTY APPROVED I I (•Ci g I m � �s I�MULLAN&MUWON ANCHORS �1 f a ay EDGE DIST. o a DIST. a i SEE SEPARATE DAA EDGE DISE. � Y. O 1 L —_ I a — O 6 Q O \\\`TYPICAL ANCHORS TYPICAL ANCHORS Q a m SEE ELEV. O FOR SPACING FOR SPACING 3 N L as 4 2 3/- a MIN, WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. N r - SWEEP LOCK z s/s•SIN. TYPICAL ANCHORS: SEE ELEv.FOR sPActNG v N iM61 !��K r 1/4' DIA. TAPCON BY 'ITW' (Fw120 KSI,FY-92 KSI I x A7 SILL ,],/4' DLA ULTRACON BY 'ELCO' (Fn-i77 KSI,Fy-155 KSI Q3 O W `.� INTO 29Y WOOD BUCKS OR WOOD STRUCTURES = © ` 1-1/2" MIN. PENETRATION INTO WOOD ______`+ �N O a THRU 1BY BUCKS INTO CONC. OR MASONRY tr N�r� O E4 WHEN USED THE MIN. WOOD BUCK 1-1/4' MIN. EMBED IMO CONC. OR MASONRY o m� DEPTH SHALL BE W. THE USE OF C3 3 DIRECTLY INTO CONC. OR MASONRY z Z E DEEPER OR BEVELED WOODBUCKS IS d t PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z 31::8A E W 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) n U o i INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) g ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o I'i1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #15 -OR.SELF DRILLING SCREWS .(GRADE 2 CRS) 4:, IIAEAI-DADE COUNTY,,APPROVED.MULLIONS (MIN. THk.= .090 ° B i RTO'S}iM'SPACE) o m t TYPIC-AI EDGE DISTANCE 2 1 _ INTO CONCRETE AND MASONRY = 2" MIN. ES INTO WOOD STRUCTURE = 1" MIN. c•o a IMO METAL STRUCTURE = 3/4' MIN. 0 S Ma . • •• • WOOD AT HEAD.SILL OR JAMBS SG- 0.55 MIN. 0< m • ••• • CONCRETE AT HEAD, SAL OR JAMBS i'c= 3000 PSI MIN. O •• • • •• C-90 FOLIOW/FlLLID BLOCK AT JAMS flim - 2000 P51 MIN. o_ 1 Ing,JAVAD AHMAD PRODUCT REVISED II+ .. A- ° CML as complyingwith dw Flmida N FIA.PE i 70382 A°w X538 ePtancoDto 1 -05!?10 = � �Z0 � •4i • tsuz • '> ° •• i I •• SEE • Mirffi t§odect drawing no. s7YPKEE XAN6WRs •..° . ... .A NG•.• 0 2015 W 10-03 " 1BY FIXE SPACING WOOD BUCK sheet 4 � 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4-MAX BUCK WIDTH 1/4-MAX FLANGE & FLANGE ADAPTOR FRAME �y.V SHIM SHIMS of TYPICAL ANCA �...1 ' Ss S5�ANCtiDRS o FOR SPACING , Ma - P.> FOR FLANGE ADAPTOR FRAME d g o a._ IL U ma 0 v METAL .1.114• 0 G .1 STRUC URE > W ® L—ley z °' ' EXTERIOR o WOOD BUCKS __= Q a 1 v E7 OQ 5 D.L.OPG. a o II 1/4-MAX BUCK WIDTH Slants TYPICAL.ANCHORS O W i o O TYPICAL ANCHORS ! i W FOR SPASEE CING v a FOR SSEE PACING y m 41�sci ft ! _ _ I 0 t t/ CSM$ WOOD .oo-� WOOD SMUCTU E2 U 18Y WOOD BUCK= a ,. g a O +J F -C -'1 - .MIMa-DADS COUNTY _. z F � •. � + - N � � .:�� , n• - u � J .APPROVED MUWON i _ - � -`c �. - � _ t., i B.. ' Mt I)N ANCIjORS, .:� - 1/2'lYF' 4 r x y SfFARATE'NOA .:x � '. •O i4 - j �' � .. - BUCK WIDTH BUCK'WIDTH. - m� INTALLATION DETNLS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND o<„ _ - - FLANGE ADAPTOR FRAMES. m: c l i i t • • • • • • ��<m o &Vr.JAVAD AHMAD PRODUCT REVISED ,SVS es mmPlYinB with the Florida T ___ CAN 70592 m to D g • • • • • • • • • • t�rodues ,d+r'awing no. X14 K 1-FH.SMS. i•• i• ••• •• i•• ••• .� 2Qt5 '!►10-03 sheet $ of 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPIC METM - .e<. �.: � e,-a_.. ••. ""° �"S SEE ELEV. STRUCTURE EQUAL LE1G1-PP-R-O-FYT-D R-,jiI1 A1III ME iBY FOR SPACING WOOD BUCK -------------------- �y .V• 3,0�I TYPKAL ANCHORS -- MAMI-DADS COUNTYSEE ELEV. < EDGFoD6f. FOR SPACING EDGE MULLION& MULLION ORS DT. SEE SEPARATE NOA i EDGE DIST.0CL O (p 20 Al M3 --- E1 Q v E8 j ! --- 4 \- \H l7 TYPICAL ANCHORS TYPICAL ANCHORS O W� egg i LE SEE ELEV. FOR SPACING FOR SPACING a @(m 3 II 1 TYPICAL ANCHORSgg TAC MIAMI-DADE COUNTY E5 3 i SEE ELEV. 0 '• FOR SPACING APPROVED MULLION _ MB SEE SEPARATE NOAMULLION H H . 0 1/4'MAK. BUCK WIDTH BUCK wuni BUCK WIDTH a W F SHIMS # SWEEP LOCK 1 1/4'9 t DPBONAL TO __-_- 1 d N REGRESS LOCK _' _Q. _ —SILL o O 1 1 3 O W J O o Q g M ty tl _ g14 K1'FH.SMS. Gj Zo a E3 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 0 T INTO WOOD CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. F1 it i 4:Sr a 2-3/8�MI_ j•- 1 _ i1 7.3/8-p- MW' S �• ••• • • • • • •• � `,p ..•s.. - �• ~ 8 a• SEE ELEV. \ m mg S g M9 . I I • • • • • • • • '' FOR SPACING o a m o • i•• • • • • •• � E2 Etgr:.NYAD AHMAD PRODUCT REVISED - ` CML as mplyI.S with 8m Ftmide . CAPE 170592 ENiwi sCode WHEN USED THE MIN.110W SUCK • • • 3538 A«� b h DEPTH SHALL BE W.•THE*ISE OF • • • • • • • • EDGE D DEEPER OR BEVELED•WDODEVCK i IS• i •• • •• i • Bte6yiemi Pmd»M drawing no. \ SEE EL AN HORS PERMITTED. SEE D-Ey, • •• • • • • • • °: 1BY ... , FOR SPACING ... . ••• ••• • L 2015 W1 0-03 WOOD BUCK sheet 6 of 9 a 0:0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS a ILLUSTRATIVEOTLS.ONLY SEE El". FIN FRAME Cyt, o EXT.OR INT. FINISHES FOR SPACING NOT BY CGI s t 1 tJ2' a � g Fk �d HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV.FOR SPACING a, B v NOT BY CGIj AS SMS (GRADE 2 CRS) Q, 2 E7 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I � � 1-1/2' MIN. PENETRATION INTO WOOD Q gj wA 8 0 Vl ij SWEEP LOCK j OPTIONAL TO _ !I 1 EGRESS LOCK pp AT SILL tr 3 O WWOOD i �u p NOT BY CGUCIURE 1/4'MAY- BUCK HEIGHT 1/4.MAX N O GAP GAP a� a+ v E4 p 1/2'MIN. 1/2-YIN. (n N^ I 3c Nn E. 11 i ' cAuuaENO y i it I ti Sa 2 t HOUSE WRAP EB NOT BY CG a r n i v+ a ® EXTERIOR o m i o •• •. •• • • • . •• mmggg (�ktB • • • . • • • • • D.L.OPG. o< m o ,q mom • •• • • • • •.• • •• •.• •• • • • •• Engr:44VAD NVAD PRODUCTREVISED t ,s CIVIL w a plyi g with the Fbfid. S 'n FLA.PE70582 fhilditg Cude c HOUSE WRAP �Ssse AarptaoceNe 15-05if-r� NOT BY Qcl • ••• • • . • toa Dam 0 jj • • • • • • • • • • h9tami P drnvving no. • •• • • • w�a—os 1 TYPICAL ANCHORS ••• • • ••• ••• SEE ELEV. ppp FOR SPACU&', sheet 7 of 9 ••• • • • • ••• • • 6I • • • • • • • • • • • •• •• • • • •• •• ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLTER/REMARKS E1 CGI-100 1 FRAME HEAD 6063—T6 — E2 GGI-101 1 FRAME S61 6083—TB — o E3 CGI-102 2 FRAME JAMB 5063—T8 — Z F 3 E4 CGI-103 I MEETING RAIL 6083—T6 — 0 Z E4 CGI-104 1 LOCK RAIL 6053—T6 — EB CGI-105 1 HANDLE RAL 6063—TB I — 8' V E7 Cp-106 2 SASH PAL 6063—T6 — EB CGI-107 AS READ. 5/16'GLAZING BEAD 6063—T5 — EB CGI-108 AS READ. 0.7(x1'GLAZING BEAD 6083—T5 — Q t v E10 CGI-109 AS REDD. FRONT FLANGE ADAPTOR BOB--T6 — V o G'�77 Ell CGI-110 AS REOD. NAIL FIN ADAPTOR 6063—T5 — Q 8 E12 CGI-135 1 FLANGE FRAME HEAD 6063—TB — n p E13 CGI-136 2 FLANGE FRAME JAMB 6063—T8 — E14 C0I—i37 1 FLANGE FRAME SILL 8083—TB — y 3 E17 (%,I-805 OPTIONAL SCREEN FRAME 8083—T5 — LLZ6i:� Ml GXR-382V AS READ. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) FVC — O M2 CW-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EOUM. M3 CGI-112 AS READ. EQUAL LEG COVER/SHIN.3-LONG AT ANCHOR LOCATIONS PVC I M4 — 2/LITE SETTING BLOCKS EPDM DUROMEIER 80*5 SHORE A M9 SUPER BOOST 2/WOW. SPIRAL BALANCE — BBI OR EQUIV. MID — 2/WOW. BLOCK/TACKLE BALANCE — BSI OR EQUIV. .J � Elm Mil W23201NG AS REGO. PILE WITH CENTER FIN WOOL ULIWAFAB OR EQUIV. c O M12 CGI-129 1/WOW. EGRESS LOCK ALUM. SULLIVAN 0 W M13 CGI-131 2/WOW, HANDLE RAL END CAP NYLON M&M = 0 N M14 E26018wN — D BULB—T SLOT PVC ULTRAFAB OR EQUIV. "'� N M15 C01-133 4/WDW. SASH GUIDE(SPIRAL BALANCE) _ NYLON M&M Vl N�I MIB CGI-130 2/WDW. SASH TOP GNDE(SPIRAL BALANCE) NYLON M&M o O`ten 1 M17 A30730401-32 1/WDW. CAM LOCI( DNC TRUTH OR EQUIV. � 0 3�gj M18 CGI-132 2/WDW. SASH STOP.2-LONG Lc PROTOTYPE OR EQUN, Ed Z Z M20 MCGI-123, 2/WOW. SASH CAM(BIT BALANCE) NYLON M&M Fzz p= M212/WOW. B/T BALANCE TAKE OUT CLIP - — BSI OR EG UM N M222/WDW. WEEP COVER NYLON AMESBURY OR EQUIV v� F M23 — SILL SPACER PVC PROTOTYPE OR EQUIV. N 2 OR SCREIN S23WDW.� 10XX1I I e SMS ST BALANCE RAC�BY-1VbW.- �.-.8 X t'FG.BFLSf ST BB:iASSFMBLY _ tr r-_'3;_ - _ _ /•'4:G 3. - ar- :,:`' �cs8'rt. :,:�I�._ ..2/t.QCK -e xu z'CD Fx sMsa: r�I—is3..ea CAM LOCw - ___ - - 0 y 6 Y c•h S o O^ • • • • • • • • • 0 C< m U • •• • • • • ••• • Ener.JWA I AIUND PRODUCTREVISBD CIVIL vs�rn�ymg with the Florid.CC.AN SS3B� BteldinE Idu g f, A • • • • • • • • • • Product drawing no. •.. .•• •.• • W10-03 sheat g of g � • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2-505 2505 . � � r7 �� 52 A9 ^ o sz �Y d z ,.745 LiLu .811 z .., .745P 1.245.745 I QTyp. EF Cyril s oso ¢0 8 1.015 1.015 1.395 I ,.® 0. Q,O 12 FLANGE FRAME HEAD E' FLUSH FRAME HEAD E" NAIL FIN ADAPTER poO p1 1.583 1.583 1.007 C 6 Q 8 .745 I 0 X Z� y.3 m m A 065 .085 TP. TYR 065 2113 t Z 3.175 MPU ii �, 3.675 1.429 a175 1.0,5 VENT TOP CORNER , o .429 _ Soo 1.220- TT-,o00 0 Soo 2so5 E4 MEETING RAIL FRAME TOP CORNER 0, 1 3c zsos lzzo � O w of Ela FLANGE FRAME SILL FLUSH FRAME SILL r=ii a .500 1.043 1.301 1.301 3 N M 1.788 ZZ .06.5 065 2440 TYP - 2.440 TYP L r 1.015 1.015O LOCK RAIL I 4+ FRAME BOTTOM CORNER VENT BOTTOM CORNER g .745 .745 2.195 O 2848 2.348 - - ` .. E93 FLANGE FI�ALdE JAMB E3 FLUSHJOR e`JAMB - -- - - -- - -' 1.892,.. ! - ° 1zo .490 _ 1.043 m •705 .050 TP. .705 .050 TYP. 17#7 1.015 S2 =0nda 3 .864 •864 r• EB HAND RAIL • • • • • • • • �g< • •• • • • • ••• • O 5/18' GLAZING BEAD O .700'GLAZING BEAD .•• • • • • • • • • ° i 1.395 Erpr. KVAD AHMAD 1.449 .745 CmL PRODUCT REVISED tT N 1.395 1.450 .180 FLA. i 79592 m mnq lying-th the FWdm L 1 t-.1eo ,Zay •i • •• ••• CAN.$.i3g N.15 SIT,10 b u .050,1--''�JJ9 "� .060 1.025 A� 1.Ly5 • • • • • -0. 1.413 • • • • • • • • By Dmk drOwing n0. • • • • • • • ••• • • ••• ••• • fT 21115 W10-03 O FLUSH FRAME COVER 'Q SCREW COVER O SASH RAH. E10 FLANGE ADAPTOR sheet g of 9 Z • • • • • • • • • • • •• •• • • • •• •• i _,.. 77. M IAM hDADE a MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) k 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,, www.miamidade.Lov/economy + PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 acceP4* 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 M;ami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than'Mi*i-Dade County)reserve the right to have this product or material tested for quality assurance purposes:ff 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 jurisdi gtirctrt.•.RER reserves the right to revoke this acceptance, if it is determined by Mian Dade rout4ty Produtt sControI ••••;• Section that this product or material fails to meet the requirements of the applicable bdilditfg code.• wi '. .. .She. . . ...... This product is approved as described herein, and has been designed tb,comply th Florida*BumYding Code, including the High Velocity Hurricane Zone.- j •• ;••••; DESCRIPTION:Series"SGD-770"Aluminum Sliding Glass Dour-w-k 90°&1A corners—%.AIX ..... APPROVAL DOCUMENT: Drawing No.PGT0130,titled"Series 770 Alum. S(4D6*=LM Impdt",•JheetS ••••• 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Prgduct ConVoIRavision stamp with • p p y a ,ounty Prpduq&ntr46,ection. the Notice of Acceptance number and expiration ation date b the 1Vfiami-Dade.,OT • gImpactt ... :.... MISSILE IMPACT RATING:Lar a and Small Missile R tin LABELING: Each unit shall bear a permanent label with the manufi tutees name or logo, city,•'state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal applicah6i .as been filed and there has been no change in the applicable building code negatively affecting the pertbimtance of this product. TERMINATION of this NOA will occur after the expiration dateo ,t Ore has been a revision or change in the materials, use, and/or manufacture of the product or process. M" ip.of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall autce4t rally terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination' . , 'emoval 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 litippp e. 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,t `e,user by the manufacturer or its distributors and shall be available for inspection at the job site at the rggFgcst of the Building Official. This NOA revises NOA#15-1013.15 and consists of this page 1 and pages pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia, xii&w. CVr ' NOA No.16-0629.06 MIAM�oanecour�ry `t4,jpiration Date: February 17,2020 L,nnir;:Approval Date: August 04,2016 { {y.t� Page 1 ;lttV,1 t `ACi&; S 4 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NDA No. 14-0123. 2. Drawing No. PGT0130, titled "Series 770 Alu4'�r SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revisions�$;' dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn`Mjller,P.E. B. TESTS 1. Reference Test report on 1)Uniform Static Air Pressure Test,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 Sliding Glass Doors (w/PS, Super, Cardinal&Duraseal Spacers);prepared by Fenestratigtge4ting Laboratory,Inc., Test Reports No(s)FTL-8717,I+'�3 70 an&FT•G;8968, Wed "' 02/15/16, 06/07/16 and 06/20/16,all signed&sealiy-Idalmi�•Cg�tgga,P.Eb•••; ••••;• 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS'!20. 2-94 ..0:a 0 2)Uniform Static Air Pressure Test,.°loading per FK,TAS•202-04 • 3)Water Resistance Test,per FBC,TAS 202-94.... •• •• ••:•• 4)Large Missile Impact Test per F)3p TAS 201!94*: ." "'•' . .... ...... 5)Cyclic Wind Pressure Loading per,FBC,TA$�01 94 •• 6)Forced Entry Test,per FBC 241A 13, .1,and TAS 202-94 ....:. along with marked-up drawings and installation dzag a n of an aluminum sl;duig glass •••• door,prepared by Fenestration Testing Laboratory;„�nr :Test Report No.FTU-75 4, dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E. Go (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1)Uniform Static Air Pressure Ted'st 6ading per FBC,TAS 202-94 2)Uniform Static Air Pressure Te4� -' t4ading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,-,' 202 -94 4)Large Missile Impact Test per F, AS 201-94 5)Cyclic Wind Pressure Loading C,TAS 203-94 6)Forced Entry Test,per FBC 24 1.1, J..and TAS 202-94 along with marked-up drawings and installation diofan aluminum sliding glass door,prepared by-Fenestration Testing Laboratory,enc;Test Reports No.: FT1-5980-R, FTL-6001-R and FTL-6015-R, wlue i'tave been revised and reissued on 12/29/09,all signed and sealed by Julio Gonzale ',l E' . (Submitted under NOA No. 09-0826.10) ` rA z Jorge NL Plasencia,P.E. Product Control Unit Supervisor t i NOA No.16-0629.06 I 4- )Opiration Date: February 17,2020 `Approval Date: August 04,2016 E-1 >f. 44 f1 r L..b. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENT,SUBMITTED ,1 A. TESTS 1coNnNuED1 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS,202-94 2)Uniform Static Air Pressure Teo b"ading per FBC,TAS 202-94 3)Water Resistance Test,per FBG,,7 .,' F202-94 4)Large Missile Impact Test per F6_;TAS 201-94 5)Cyclic Wind Pressure Loading pet Pj3;C;TAS 203-94 6)Forced Entry Test,per FBC 2414.3".'ii,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory;,lZaE,Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,�',A:IE (Submitted under NOA No. 09-0826.16) •••• 5. Additional Reference Fixed Window Test Report M4897(Q�rtlinal spaMer), ••••;• per TAS 201,202&203-94,issued by Fenestration' q-hg Laboxat , oiy,Ino...' . : ;r. ...... .. ...... (Submitted under NOA No. 15-0430.08) a,; ...;.. C. CALCULATIONS •••• •• •• ••••• 1. Anchor verification calculations and structural anal �sr"& comply'llile th MCF5*h. "090 Edition (2014), dated 01/30/15,prepared by manu �:c; er; signd and sealed AnthonyL Miller P.E. i t °4: • (Submitted under previous NOA No. 14-0X28.11)_C: i •""' • 2. Glazing complies with ASTM E1300-09 i,;' •• • 0000 • D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Econ o c Resources(RER). t iT E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuxaxay America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/1$;eicpiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to K�*gy America,Inc. for their "SentryGlas®(Clear and White) Glass Interlay,rrs dated 06125/15,expiring on 07/04/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approve V, . 2. Lab compliance as part of the above referenced e - No(s) FTL-8717, FTL- 8970 and FTL-8968. p k 1 Jorge M.Plasencla,P.E. it�,.:,.Product Control Unit Supervisor ` NOA No. 16-0629.06 E*piration Date: February 17,2020 Approval Date: August 04,2016 ? E-2 i • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE iJ1BNUTTED i° F. TESTS(CONTINUED) r 3. Statement letter of conformance, complying with ,FBC-5' Edition (2014), dated October 8, 2015, issued by manufacturer, signedd-,sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11),} 4. Statement letter of no fmancial interest, dat6d r"October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn:MMlif er,P.E. (Submitted under previous NOA No. 14-0128.11): G. OTHERS 1. Notice of Acceptance No. 15-1013.15,issued to PGT;Industries, Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90°,8.135°corners-L.M.I. approved on 10/29/15 and expiring on 02/17/20. t 000004, 000.0• •• •• 0000•• • •000•• • • • •0000• 0000 • • • • '. • • • • • 39I 6000 •• •• 66866 'R.!�n•{.,]l'.. •• •• 0000 0000•0 •0000• • • • • • • •0000• • • • • • .i_YL.;x .. • • • •0000• r, Jorge M.Plasencia,P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 4xpiration Date: February 17,2020 Approval Date: August 04,2016 E-3 .- A {� P ',,. TABLE A: SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Group pnefaT sirbNrate Franne Min Edge Min INCLUDING POCKETS &900/135° CORNERS Member Distance ErNledmetti concrete I�2 kai b 1' 1 GENERAL.NOTES 1 1/4'El=Ultrawn Urrprouted CMU,VZM C80) Jamb 0Ny 2.1 1-114• 1)GLAZING TYPE OPTIONS:SEE TABLE B.THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. GmtrSd CMU STM C80,min.2 kai gmtd) Jamb 2-1/7 1314' 2)DESIGN PRESSURES: 1/4"Elm 410 S.S. Cwmmb(min.a35 kap IYeadJSmlJamb 1' 1314" 2 A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. CmleFlex Ungrnuted CMU,(ASTM C4W) Jamb*NY 2.712" 1-V4'P•T.Swll•m Pb•sG=a weadMIVJmnb t' Lass B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 3W. Cp,pmelg Ph 2.85 kep HadBm 1" 1318" 3)ANCHORAGE:THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114'Ekw Ultzman CMU AB�q G90 Jamb ordy Rim BouNam P (60-0.50) 1• 1-1l4• PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT ft(SG=0 55) Hea&Sm/Jmnb 9nE 13T WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA •12,1&8 ar410 amnNum�, V F*�WJee b 0.0w" 0.p BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.sms, stoat A3E Jamb 3w gip. 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min'11 t wode8n) Segel Stud,A663 Gr.33• He9diS1UJamb S/8' 0_W1-_ 5) 1- 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITHCottuate min 3275 kap Hee1BiNJenb 14rC 131E NARROW JOINT SEALANT. V4'Elea tae B.S. U CMU,(ASTM C-90) Jamb only 2' 1-V4' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSUAF&PA NDS FOR AgMe-Gdor Gmuted CMU(ASTM G90,mbt 2 W 9mup Jamb only 2" 2 WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. I I P.T.Smdhem Piro SG=0 Head1SIIVjs nb 1" tale' 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine ISG-0.551 HeadISm/Jmnb enr 131E MT CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 2 steel SMs G6, Almnbamt a S'Ts Head/S111IJa nb 3/e•• 0.0w 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (mbL 11 fla) (OB' HeatllSfUJamb 3I8 O'05P FLORIDA BUILDING CODE,AS APPLICABLE Steel Stmt,A653 Gr.33' Head/Sm/Jamb ate' 0.0451" TEST REPORTS FTL-5980,FTL-5993,FTL-6001,FTL-8014,FTL-6015,FTL-6017,FTL-8022,FTL-8023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. FTL 6024,FTL-8025 FTL-6=FfL-6Q31 FTL-6033 FR•-8036 AND FTL-755¢ STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES..._....-1 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..._.....23 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS............4,5 INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS ANCHORAGE...................6-14 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES 6-8 RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL INSTALL DETAILS............12-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO ELEVATIONS._.._..._.........15,16 BE REVIEWED BY THE AUTHORITY HIVING JURISDICTION. PANEL/SILL TYPES......-.17 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, CROSS SECTIONS...........18,19 MAX 1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST.....................20 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,308 FELT PAPER OR MASTIC IS EXTRUSIONS......._...........21,22 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE B.SEE DETAILS ON SHEETS 4&5 RATNG IMPACT RATING PRODUCT REVISED DESIGN PRESSURE 2&30N RATED FOR_ as aompblrrg with the Florida eScrjrY rt't Ts��^.zz=a E�xr.•t,.r!••:rtiui -..:Glass ::`:.., _✓' i. .�.;o .._.DastalP.>i?9(t9 d-fPu1n t3dedor to"7----'- !rF �._..• r r :-c•�c,. SEE TABLES�tT&8 MISSILE IMPACT RESISTANCE- NOA-N CCoodde'I6-0629 IQ6 1" i •..` a ..- '. :-, -Y,irelon"'ate{`92 = flseD: F�cpirafloeDte a62147/2020 E �ar�+P"x�urr�i G3_ ra HSGmss 4�w-o9o" e5 - _ ?. 'itis(ilas w{<h-:Os '4N9• i3...._.,:vy., r *.ASTM E1300 A BUILDING CODE(FBCj,5711 EDITION .-- .X, - - - et Control - _. By ..Ely., nE r"'"hated(2)Utes ,31.E HS Glass wth.WO"SO Reda�^ -ASTM E7300-� GOA 18'Lembrekd:(2)Utes of Ur HS GIM°with.�'BG trrtadayer eANSIfAFBPA NOS-2012 FOR WOOD CONSTRUCTION -pia. +ate'AW�+7/10"LamblateA Ltea of 311E HS ease wth.090'PVB ode er *ALUMINUM DESIGN MANUAL,ADM�10 ' GS 1'laminated L4:3178'T6tctedot *AISIS100-07152•2010 GSA 1 Lendreted LQ:V4"T Extedar Ca +5118'Air Spam+7/18'Lamiroted;(2)Utes of 3116'He Gkess wth.OW PVB Iftefter Ge 1"Lmnklnlsd LG.:ane'TExWw Cap+3B"Por Spm+711E Lambxded; Utes of 3118"HS Giros*ft -OW SG hdedey"' QLAZINWO :• •• �� t Y LYNN l' GIA 11 Lenhmted L0.:Ur TExlellar Cs +SMS'AtrS +7/1S'Lembmtet Lbs*13110"H4 ciwsa wldf. ANN'sANNEALER • �•��pN.........MAl(F',� G7 TI1E Lamklsteft Lbs 0}3I1E MN Cie with.O9P SG INe r • • TGmr'F PE -FI�NED .•'1}cENSe I G1A 8778'L e,.,a,eted•(2)Was of V4'ANN G m wn.080°SG r • •• �^(?k i- ^�• �• sk G8 1'Lambated LG.:3liE TExteft +3/E AdrS +T/18'Lemkotert(2)Utes td 31161 ANN G•aS wRh. 1n .per•=.&W BWT'AjC1T S;VB BY KURARAY AMERICA,INC. _ No.58705 _ t GaA 1'Lenhwted L4:V4"T Extedw Cap+511E Air Spas+7116"U m*zted;(2)Lbs 013116•AMY Glass vM.090"SG bdedayof .�•=.090'SENTRYGLAe BY KURARAY AMERicA,INC. _ JR 06tt6/1M8 8 SPACHiSTD81E�'ET 16 rdT0 T13 OL09YtAIVE •• GEN NO SAND MAP =�0 ••. STATE OF N 143dGE.R91878• • • • 'r • • • • F ••.,LORIOP••' ar. g1e1}4ewt8a0 •• • • • SERIES T/0 AL(t(M.SGD-1IMPACT zft- a< '�i�X5/0E � }Ml6H4 a wr< , � ' •• • 1 . P=130 B same • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX UNIT WIDTH LOCATIONS USING DETAIL"Jw",'Je,'KW OR'Ke INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH �p,OpXX OR XXXXp•OXXX IN POCKET CONFIGURATION PER TABLES 13 PER TABLES 1-3 2)90'8135'CORNER CONFIGURATIONS CAN BE A COMBINATION t j OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT j MAX UNIT / / 1 1 i!Ila 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT 1 1 k HEOGHT / / 1 I / i i PER TABLES 1-3 / / t 'X"=OPERABLE PANEL PER TABLES 13 I '0'=INOPERABLE PANEL, 'p" Pater I Pyr ; =POCKET DETAIL LETTER _s\ W=WOOD OR METAL INSTALLATION 1-PANEL r 2-PANEL r__ W"c'=CONCRETE INSTALLATION CONFIGURATIONS 3 CONFIGURATIONS 1 SHEET NUMBER MAX UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7' NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM.PANEL WIDTH 1 3 1 3 PANEL HEIGIff=DOOR UNIT HEIGHT-1.866" PER TABLES 1-3 , PER TABLES 1-3 ITF r k 1 13 t 1 I I I C MAX UNIT N 1 t HEIGHTHEIGHT PER PER TABLES 1-3 /9 i & TABLES 1-3JI POCKU 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 1 1 1 3 1 MAX.UNIT WIDTH MAX UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PRODUCT REVISED _ 1 -ft the FW PER TAPLES73s. t,. k� :1 raE.1,•,0. PER 13 3 Ntl� e1B-01i29s0¢_+: sl 1 18 1 3 P TABLES ( L,7.'I ,, .. _ _ - ;,•, 1--:.�- ii,tia'_wtr,.+o.7"T `�- -- - - "tten Date 021'17@'...Dk � .P�. ?uf + 'e` '� a k .t __ 1. _ _ _ _ .,'��- � �� `_"`_. ^r ..,_r: - •By''_ -'- _ _ -- _�cti..�_-S__h-��'.: r.. + ' t 1e 9 I fVa1XYi V(T 19 _ s Y Rig mia Protluot Co�roi MAXINIT 7 1 / i -HEIGHT NO1E -" PER TEABLES 1-3 19 i'a TABLES 1-3 PER 1 / SHS.'- t / / / / enA.!!r fl• • • i • • VAR r� =`�,oa+• .....uc,,.;. 5-PANEL CONFIGURATIONS1\�• J •• i•i i i i•i • •• . • • EORNER,TYP. 3 - IDE CORNER SHOWN. - INSIDE CORNER SIMILAR) ,moraaamoov • MAPLE COVROURA7701VS t4 MM sszrs• • • s • • • • � �, •• • • SERIE6770f4LttiM.SGA-LM/MPACT `:, :• _N !! A.LYMilAII LER P E �.w "1C can OFarm •• ®i • i• 2 d?2 PGT0130 B P."sfos la ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355.7/16"@ 86"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4'(x3120"HEIGHT LOCATIONS USING DETAIL'.W,'Je,"Kw'OR"Kc'INSTALLATION. NOM.PANEL WIDTH t t 13 EXAMPLE:4-PANEL)D=IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XX)O(p.0)00(IN POCKET CONFIOURATK)N CAN BE OXXXp. c ; t I 2)90'8135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT 1 13 g / i OF ANY 2 STRAIGHT CONFIGURATIONS. HEIG ,12D" 1 t 78 IS 3)FOR NOM.PANEL WIDTH,SEE TABLES 96"OR 1 3. 'X°=OPERABLE PANEL, °o"=INOPERABLE PANEL, 'p°=POCKET 6-PANEL CONFIGURATIONS 1 13 DETAIL LETTER MAX UNIT WIDTH , �W=WOOD OR METAL INSTALLATION "c-CONCRETE INSTALLATION NOM.PANEL WIDTH t 3 3 1 t SHEET NUMBER------ PER UMBERPER TABLES 1-3 Jw I DLOW6)TH=NOM.PANELWIDTH-7° f to 9 t8 1 t I DLO HEIGHT=DOOR UNIT HEIGHT-10.125" tg112N CL2A 1a 18 o ff PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' MAX.VNIT 3 18 1 t i� � PER TABLES 1-3 / / POdFT ; 3& 7-PANEL CONFIGURATIONS 1 13 1 1 MAX.UNIT WIDTH PRO NOM.PANEL WIDTH 1 t as compCT s w tdED Bu •Florlu• PER TABLES 1 3 _: t>. s .-. : a - - Cal __.._. _ 4"zty�—s � 1 _ NtrA-Nxe. .�, ...I • _ �t.�', }t ,, �¢,• r_ 1 1 T- ��•: a+ :r< 7 �` ExptradoA DaW O?11'7/2020`. � t 63 1 18 9: 1 - 1 3 . IIA 'odocte MAX..UNIT 1 1 HEIGHT t / ray le PER TABLES 1-3 / / // I ori yL • • • • • • • _sem r_—_ l�'`I," ti�,' B-PANEL CONFIGURATIONG o 0 ; ; .00 a� 1w•rca•.a«+rPLECONFIGURATIONS N.tiNIGE,E31216 • • wwo • " "` �1 ,� • • • SLiRIES 770 ALUM.SGD-LM IMPACT -:;.;:.'• ' •• • • s• � "" atm' lie A LYNN 1AA.IS2,P.E eF c°r awe xP�vrN ••• •• NTS 3 •22 PGT0130 B P.Etl 58706 .as 1M701ta ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS(G3,ISM,G4,GO, G5&G5A) 7/16'NOM 7/16"NOM. 1'NOM. 3116"HS GLASS 3/16"HS GLASS 3116'HS GLASS — .090'_ ,090+PVB .080"SG 3/16'HS GLASS 3/16"HS GLASS 74 3/16"HS GLASS 74 3/6'AIR SPACE 74 3/16'T GLASS B2 - 83 EKTEPtC 3/4"NOM. EXTEMpR 3/4'NOM. 3/4'NOM. GLASS GLASS 124-1 GLASS BITE SITE. _ BITE EXTERIOR 80 79 54 54 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 0/16'NOM. 9116"NOM. 1"NOM. 3/16"HS GLASS 1/4"HS GLASS 114"HS GLASS •09D"PVB •D90"PVB .090"SG 3116'HS GLASS 7a 1/4"HS GLASS 74 5116"AIR SPACE 74 1!4'HS GLASS 1/4"T GLASS - 52 83 3/4"NOM. 3/4"NOM. 3/4'NOM. EXTERIOR GLASS �TER1OR GLASS 124.12 GLASS a BITE a BITE _ BITEPRODUCT REVISED OR as comp=whb the Florida SUM mg al t(QA x _ h �P?5�a� te02/97lZ020 " � i BY non 4 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATEUGLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A i GLAZING NOTES: • • • • • • • • • :a: U=_u^^ `.� •ANN'=ANNEALED • • •• • s • • • 'HS"=HEAT STRENGTHENED • •• • • • • ••• • o.5S705 'r-TEMPERED • • • • • • • • • _ ' 'P1/B'=.090"BUTACITEPya%Y KURARAY AMERICA,INC. "SG'=.09T SENTRYGLA"Y KURARAY AMERICA,INC. q E' ADDEDSPAC9W 10T7l7EQ 1>! GLAZING DETAILS •?cc,' '„1?C ftwftt•r�pa�rafo • :Ro . S S 77�LUM.�GDM IMPACTA LYNN MBLLE(;PF- woRT.Cr••U• Amm ;j.• a �o PGT0130 B PP058705 t • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLAZING DETAILS(G6,G6A, G7,WA, G8&G8A) 1'NOM. 7/16'NOM. 1'NOM. 3/16'ANN GLASS 316"HS GLASS 3118•ANN GLASS--\ ,090•_ 090'_ 3/16' .0 GLA 090'SG 316'ANN GLASS 311 AIR SPACE 74 3116'ANN GLASS 74 3/8"AIR SPACE 74 3110"T GLASS 311 B"T GLASS 82 83 83 314"NOM. ExrEwoR 3/4'NOM. 314'NOM. GLASS +24 X27 GLASS 124127 LASS a BITE F�c1ERio SITE EXTERIOR a a 80 79 79 54 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1'NOM. 9118'NOM. 1'NOM. 3116"HS GLASS 316'ANN GLASS .090'SG 1!4°ANN GLASS .090'SG 3116'HSG 090'SG 3/16'ANN GLASS- 5/101AIRSPACE- 74 114'ANN GLASS 74 5116"AIR SPACE--\ PACE 74 1/4'T GLASS 16 1/4'T GLASS 82 83 83 3/4'NOM. 314"NOM. 1241 314'NOM. EXMMOR GLASS 124127 GLASS GLASS a BITE BRE BITE PRODUCT Revlsen as comV=w1th the Florida ftptratlop Date OI?J1713620, t c t, ,3, 55 "i"LAMINATED I.G.GLASS,TYPE G6A, `a A/1'8"LAMINATED GLASS,TYPE G7A V LAMINATED I.G.GLASS,TYPE_G8A ' ,4GLAZING NOTES: •• ••• • • • • • •• .. .'' "ANN•=ANNEALED • • • • • • • • • `^' "HS'=HEAT STRENGTHENED • • •• • • • • • 'T'=TEMPERED • • • • • • • • • _ PW=.O90'BUTACITE PydBY KL RARAY AMERICA,INC. •• 000 •• • • • •• 'SG'=.G90'SENTRYGLAS`BY KURARAY AMERICA.INC. '� �(f ' se ° T1s ems" AOMSPACEM mfD7sUAEdtoor GLAZING DETAILSX. • • • • 55WS 770 ALUM.SGD-W IMPACT ate, po-ea- ao • • •. • mac swt aro+ra ^` A LYW MB I ER RE w Wt4 •wxr or um+ss�e •• •• 77a NTS 5 'a 22 PGTO130 B PEA SSM JR ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1A: TABLE 1: Design Pressure(DP)and Anchor Quantites Required,(forall approved Maxim DP for all s(zes +601-60 Sill Height to Max.{+)DP mu configurations on Sheets 2&3) (May be Invited by Table 1A) (Water Infiltration Rating) For oo1118r astaagei anchorage on 90'or 135°comer unite,see sheet 11 S®Rhler Height M Desi Table appy to Glass Door Unit Haw (Flat or Box,gee Pressure,psf Sheet 17) Types 3,3A,6,5A,7,7A,8 7t8`DLO 73 •D O S&M DL0 Flush-1-112" sea note 3 &8A and the Stile/AsttaSal Anchor Grasp Anchor Group Anchor Group hor Group Low-2-112' +48.87 types shown bei' 1 2 3 4 1 12 3 4 1 2 3 4 1 2 3 4 Medum-31/4° +60.o Hoed( +1 C4+1 C4+ C4+1 C4+ + C4+1 C4+1 C4+1 C4+1 + +1 04+1 C4+1 +1 04+1 4` 24• 1 Jamb 8 B 8 8 B B 8 8 a 8 a 8 8 a 8 8 SEE NOTESI� PYwolt 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 T+8 7+8 7+8 7+8 7+8 4+ 7+8 74+ Head/SN C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 CA+1 C4+1 04+1 04+1 C4+1 C4+1 CA+1 C4+1 C4+1 30° Jamb 8 8 8 8 B 8 8 8 8 8 B 8 1- 8 8 8 DLO P4=k 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7+6 7+8 7+8 7+8 7+8 7+8 He�SII 04+1 C4+1 C4+1 C4+1 C4+1 04+1 04+9 C4+1 C4+9 C4+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 IL 38` V Jamb 8 8 8 8 8 B 8 8 8 8 8 8 B 8 8 6 DLOP•hooit 6+7 6+7 6+T 6+7 7+8 T+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 jOHENGTH04+1 04+1 04+1 a+-1 C4+1 C4+1 C4+1 C4+1 CM•1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 04+1 42 Jamb 8 .8 8 8 8 8 8 8 8 8 8 8 8 8 8 8DLO P-=k 8+76+76+7 8+7 T+8 7+$ 7+8 7+8 7+8 7+8 7+8 7+8 T+8 7+8 7+8 7+6 OH RATIOHead/SUI 04+2 C4+2 C4+2 C4+2 C4+2 to+z C4+z 01+z CM2 04+2 C4+2 C4+z C#z G4+2 G4+z C4+z 41r D41-LO 'fib 8 8 8 8 8 8 8 B 8 8 8 8 8 8 8 8 P-hook 6+7 8+7 6+7 8+7 T+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+6 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE.SEE SHEET 7. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-IM SILL. 2)WHEN USING THE 2-1/2°SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4•SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-r 3)4',3.IW AND 2-1/2°SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-11Y SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125' ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING.EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866' 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT REVISED as comp y��with the Florida BulldIng Codo_1 Q628.06, F+toq�lo F . l.odatile��"� a -tz .a r ,r', �tle5lt^w• Rrr :na LdEt�s}itea�JpitSbl _" oaT? 1 Assembly 135?AstraBa}" explratiairDateD?117J2020 Shin _ Ighfl ATSiLlf .. " .3� i' ' ` _•,t tandaril -es_ 'Laiti� "�B�Jrt1 ( :�: :$N.m .:'Stahtlard'Shc`" liztavydutYSTll3•� a4y�tiviYStile.: .Heavy-tlutYStile Heavy-duty':S�le �., - Inside .tliaml-0� Prodnet Control Standard Astragal outside Comer Outside Com . `°--- E Inside ,J ``, ....Z. •• ••• • `�{' C& outs Outside • • • ate Cuneri 1• • Corner •r • •• • Perim(SI9a• !mow gllg(out.) Part#61(SUIe) Part tt60 Part l60 Part#60(Stile) •part lgp • Pa t tf1S8(lbmlr ,V#129(ou Parts 1131&#32 Part d61 Fp-., "D(x2} Part @67(Astragal) •• ••• • • • Itereive� (Com.&F,,d Mount) B l6 L DP ANCHORAGEM 118W="34273 0 • • • • SERIES 770 ALUM.SGD-LM IMPACT NJ 't� • • • • ede ��,e aeaerea A LYNN MILLER P.E O® num fir + • NTS 6 P.EC59705 .R 1allo/74 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2 Design Pressors(DP)and Anchor Quantities Required,(Por all approved configurations on Sheets 2&3) Maximum DP for all sizes:+6e/-BO For cornu astrep!anchorage on ST or 13V comer WAS,620 sheat 11 (May be Ihn(ted by Talmo 2A) Dom'Un t PAW* Tele applas to Glass TVP- eo' ed• 90 9a' 107 108' 114120' 4,4A,6.BA.T,7A.8&BA �-7 DLO 73ai8"DLO T9.7/B" BS7/8'01.0 1alb'p.O 07-7/8'DLO fo3a/ DLO 109.7/8'DLO and the stile/Aab"al types ��, AnC r Group Mehr Group Arrchor Group MOUP Arrctmr Croup Anchor Grout GhmP o•' 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 +1 rA+ +1 C4+ 04+1 1 + N Ci4+1 CA+1 CA+1 1 + 1 C4+1 +1 C40 G4+1 C4+1 C4+ +1 OH +1 1 C4+t 1 04+1 C4+1 +1 CAN CA+1 10 10 IQ 10 1 IQ 24' DLO P-hoek 8«7 8+7 6+ 8+7 7+8 7«8 788 7+8 7+8 7+8 7+8 7+8 7+8 T+8 7+8 7.8 8+g 8+8 8+9 8+B 8+g 8+g 0+0 8+9 0-10 g+10 8+10 g+10 9+0 9+10 10 �0 8+�0 8+10 Head/391 CA+1 C4+1 CA+1 CM1 C4+1 CA+1 C4+1 CA+1 CA+1 C4+1 CA+1 CPI CA+t G7i+1 C4+1 C4+11 04+1 C4+1 CR+1 C4+1 04+1 CAN C4+1 10 Ot+t Si.-I C4-1 C4+1 C4+1 C4+1 5M CA+1 C4*1 10 10 DLO P•hook 8+7 8+7 0+7 0+7 7«e 7+8 7+8 7+8 7+8 7+6 7+8 788 7+8 78+8 788 788 8.9 8+9 6+9 8+0 8+9 8+9 BH) 8+9 9+10 9+10 9+10 8+10 9+10 9+10 9+10 g+10 HaadlSM CA+1 CA+1 CA+1 CA+1 CA+t C4+1 C4+1 C4+1 C4+1 C4-1 CM7 04+1 CA+1 CA+1 C4+1 CA+/ C4+1 GTN C4+1 C4+1 CAN CA+1 CA+1 CA*1 CA+1 Cto Cto Cto CA+1 04+1 04+1 C4+7 3G 620'L0 Jamb 8 a a B 8 8 8 8 8 8 8 8 8 8 8 8 10 10 19 10 10 10 10 4D 10 f0 10 10 10 +1 10 10 P•hook 11+7 0+7 8+7 B+7 7+8 7+8 7+8 7+8 7+B 7+8 7+B 7+8 7+8 T+8 7+8 7+8 8+9 8+0 8+9 8+8 6+9 8+8 8*9 8+9 9+1D 9+10 9+10 g+10 g+10 9+10 9+10 8x10 ht»dl:St9 CA+1 C4+1 C4+1 04+1 C4+1 CAM C4+1 C4+1 CX*1 04+1 C4+1 CA+1 CA+1 C4+1 04+1 CA+1 C4+1 C4+1 C4+1 C:4+1 C4+1 CA+1 G%+1 CA+1 CA*i C4+1 C5+7 C8+1 C4.7 CMt C"a+t Cs+i 10 �O p.hmY 8*7 0+7 8+7 8.7 7+8 T«8 7«8 788 7«8 T8B 78 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+g m 8+9 8+9 8+9 8+g 0+10 9+10 9+010 9*10 9+10 9+10 g+10 10 8+10 hlaedl8@ CX+2 Gt*z CA10 +2 CA+2 CA+2 C4+z Gk2 CA+2 CA+2 C4+2 Gi+z CA+2 CA•2 C4+2 0X•2 C4+2 CA+z CA+2 CA+ G1+2 C4+2 G%+2 C5+z G8+2 C4+2 Ca+2 CB*z C5+2 C8+2 CB+2 C5+2 C8+2 ULA Pimolc 8+7 8+7 9+T B+7 7+8 7+8 7+8 7+8 7g8 7+8 7+8 7+8 7+8 7+8 710 88 78+8 8+9 6+9 8+9 8+9 8+9 B B 6 9 B•0 9+10 9+10 8 a 10 to 10 -0 9+10 0+10 9+10 9+1D 9+10 10 10 Hmd/S1D C4+2 04+2 C4+2 rA+2 C4+2 r4+2 C4+7 CA+2 CA+2 CA+2 CA+2 C4+2 CA+2 C4+2 C4+2 CA+2 se n o Jamb e 8 8 8 8 8 a 8 6 B 8 8 1. 8 8 6 P4mok 0+7 0+7 8+7 0+7 7+6 7+8 7+5 1+8 T+8 7+8 7+8 4+ T+8 7+6 7+8 Not aVellable In these sizes Hae"', 04+2 C4+2 CA«2 ra+2 C4+2 C4+2 0x1+2 C4+2 CA+2 tX+2 C4+2.CA+2 CA+2 C4+2 CS+2 80' Jamb 8 s 8 B 8 8 a 8 8 8 s a 8 B ale mio P•hook 8+7 6+7 8+7 8+7 7+8 7+8 7+8 7+8 7:8 7+8 +8 7+8 7+8 7+8 T+B NOTES: O= EXAMPLE ON SHEET 9 DLO WIDTH= 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4'SILL TABLE 2A: NOM PANEL WIDTH-7' 2)WHEN USING THE 2-1/7 SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4°SILL, POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4•SILL,POSITIVE WATER DP IS 60.0 PSF MAX SIU Height to Max.(+)DP OH LENGTH J.- DLO HEIGHT= (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water D1t-diretion Rating) DOOR UNIT HEIGHT-10.125' 3)4-,3-1/4-AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' 3s1 Riser Heald(FlatIS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX (Flat or Bar see (+)Design W zl PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Shest 17) Pressure.Pat = p OH RATIO t 1 DOOR UNIT HEIGHT-1.686' AN OVERHANG COMPLYING W"THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS Fhfah-1-1/2' see rate 3 p NOT RATED FOR WATER INFILTRATION. Low-2-1/2' +48.87 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Medi4an-31/4• +t.o 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High-4. +80.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BEOH LENGTH SEE NOTES 1-3 OH RATIO=OH HEIGHT PRODUCT REVISED INSTALLED. mvlYlaO with the Plerlde BuHdhM 18&ss19 FOy�. FSLY-ADtNE2T!IL..S - 22 oy _ swaJ�L$t�o}9�Cn a. 135` °tc ra Sita Sa. 1 _p' Heavy dOtVStll� Heatiyd '-34IIE;' ir41; He3v� to _ F1ez1ry dtitY ge H� VI >YSttle' Heavy-iiutyShce Hea u S'111w BDlami 1 rodud on y 4 a t N t` v"tY ---- - - Irsi e Standard Astiagaf Outside ComOutside Corner • • • } Tomer • • i{si OWE• • Comet 'v.5 ;art #119(Out) Part#61(Stile) Part#61(StBe) •••Pact ass •• Part afl18((0im•r • Parts#31&#32 Part#81 Part#61 Part#61 4art#120(10.} Part#61(x2) Part#67(Asl7agal} Receiver) (Com.&Fxd Mountj (1 1: DANCHOMISE Now 3w AL awficelm Sam xzw enc1 • SERIiES T7Q�ALUM SGD-r IMPACT A LY.MILLER,PF. •• • • N/$ T s 71 Pam t3r) B PE3807D0 �R 1&fa/14 ar< •�+T.OF•lvncOB29a •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A: TABLE 3: Design Pressure(DP)and Anchor Quantities Required,(tor an approved configurations on Sheets 2&3) Maximum DP shown below SIN Height to Max.(+)DP For costar astregai amhorage on 50°or 135°caner ul te.see sheet 11 (May be Dnited by Table 3A) (Water br6ltselion Rating) Dom Urdt ffi SOI Riser Helght (+)Design Table appose to Glass types 4,41A. 80° 84` 90° 198° 1 1 8' (Flat or Bat,sea Pressure,psi 6,BA,7.7A,a&BA and the Stile/ 181 DLO DLO 79 efi 7t8°DLO 97a O 97-7W NO Sheat 17) AatraJaitypesahoaarbelwv. Anc Omup ru:tror AhehaOmup ArchorGmup Archer Group mGmuP Flush-1-112° see note 3 1 2 3 4 1 2 3 4 1 2 3 A 1 2 3 4 i 2 3 4 1 2 3 4 Law-2-i12' +4887 - +/-7 Ps MeiSwtt-3.114" re0.0 24° jrmp ., 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 G4+1 C4+1 C4+1 C4+1-C4+1 C4+1 C4+1 C4+1 04+1 03+1 C4+1 0441 C4+1 C4+1 C4+1 C4+1 +1�.0 DLO 8 8 B 8 B 8 8 8 8 8 8 B 8 8 B 8 10 10 1D f0 10 10 10 10 SEE NOTES 1 3 8+7 S+7 6+7 6+7 T+8 7+8 7+8 7+8 T+8 7+8 T+8 7+8 7+8 7+8 7+g 7+8 8+3 8+9 8+8 8+9 a+g 8+8 8+9 8+9 +/-82.6 PSI +/-78.0 pat 3° 23` L16Head/Sm 04+11104+1104+1 C4+1 C4+1 C7+1 CA+1 C4+1 C4+1 C4+1 C40104+110;40 C4+1 C4+1 C4+1 C4+1 0441 C4+1 C4+1 C1+1 C4+1 C4+1 C4+1 _ = DLO Jamb 8 8 8 8 8 8 B 88 B 8 8 8 8 8 8 10 10 10 10 10 10 10 10 93 P4m& 6+7 47- 6+7 8+7 T+8 7+g 7+8 7+8 T+8 7+8 1 7+8 7+a F. 7+8 7+8 B+g 8+9 8+9 8+9 8+9 8+9 8+9 8+9 y Des/F Press" +/.90.0 par +/-82.6 psi +/-7&0 PSI, 25° Heedfsm C4+1 C4+1 C4+2 G4+2 G3+1 04+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 W+2 06+2 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C8+1 Og+1 ° DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 B 10 10 10 10 10 10 f0 90 Pdfooft 6+7 6+7 6+7 6+7 T+8 7+8 7+8 7+g 7+8 7+8 7+8 7+8 7+8 8+9 649 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Dash Pressure +/80 0 6 Psf +1-750 pal OR LENGTH +— �° 36" Headlam C4+2 C4+2 C4+2 C4+z C4+2 CA+2 Cb+2 C6+2 C6+2 C8+2 C8+2 C5+2 C8+2 C8+2 C5+2 t7S+2 CB+2102 C8+2 CS+z C6t2 CB+z C6+z G''rt2 �O .&mb 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 8 10 10 10 10 90 10 10 10 P-hoox 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 T+8 8+9 g+g 8+9Dealan B+g 849 8+8 8+9 6+8 6+8 8+9 B+8 8+9 8+9 8+9 8+9 �Wr OH RATIO 2 1 Pia=m +Ago.a per See Atte A bebaer +142.8 pal 4° 41` Headlam C4+2 C4+2 C9+2 C6t2 91+2 C8+2 C6+2 C5+2 C6+2 C5+2 C8+2 C8+2 C8+2 C8+2 C6+2 CB+2 C5+2 C8+2 C8+2 C6+2 C6+2 C6+2 C8+2 C6+2 DLO Jamb 8 6 8 8 B 8 90 8 8 8 10 8 8 8 10 a. 10 10 10 10 10 90 10 10 P-hook 6+7 1 7+8 1 7+8 1 7+8 7+91 8+9 1 8+9 8+9 8+9 i 8+9 8+5 8+9 6+9 19"U15+1019+108+8 9+10 9+10 9+10 1 5+10 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTE N.+1-90A PSF FOR GLASS TYPES 4,4A6,6A 7A B$8A;+/87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4°SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-112`SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4°SILL,POSITIVE WATER NOM.PANEL WIDTH-7" DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL..POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4',3-1/4-AND 2-112°SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJACENT DIAGRAMr THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866° 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. PRODUCT REVISED 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. comp • r 4:. `:LYABb S 3E�lSED FOR.TABLES SEES FOFt - N 18$ BLY DET LS 9 g OR n:, _ m .... ;. r S -.,.,�_�.:.t _ _ Astro�af�- % ��D �,� r 3 w r^ r tau< Assbl >S'/isitagal "anering{e073t7 b; M 4�'6= *. F �f'' i~ .gtib �'' --'- N'b _ 4_Ty. E _s - ?'. 1 s,R•'�° i } - r d 316e. ^ d i,e yam.. IieadVrd6tY 5ttPes Hea+IV _ _ a2Sit d�lEY 6 Hf aLlaitutY sire H 8[r a ea �lufy Stile .Hr'aW dyty 54Tra Hea ry.btV _ -.._r ;' Heavy-duty Astragal` Outside Come.r1I Outside Corns 67femt-Da r uat on Comer •• ••• • • � j& outside • • • 11LstdE Cdhrerr l f Cornet to • • •• • •Pdlt S�1(S1114/• �6119(Out.) Part#61(Stile) - •.,:.SS"<�' w Part 661(x2) Part 661 part#61 Part#61(stile) •••Pad • Pati SS(A �t Parts 631&632 Part561 - Part#58(Astragal) • RReecelve "'ir •Part6120(In.) (Com.&Fxd Mount) _ la /Redd% Dtic o� n.K:S^.•''.._ U. . ANCHORAGEM•HL34?/a •• SFRIES T/0 ALUM.SGD-LM IMPACT w— /ae A LYNN tga i r:w P.Eoib Wit, 8 PQ__ B PF s sa>� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO FRAME '7+8'P-HOOK ANCHORAGE CONSISTS OF: SEE-05-CLUSTER JAMB 7 P HOOK ANCHORS, MAX UNIT WIDTH DETAILS,SHEET 10 SEE ( ) SEE"CS'CLUSTER SEE'CS'CLUSTER DETAILS, FOR ASTRAGAL SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR REQUIRES"CB' SHEET 10 FOR INTERLOCK EXTERIOR PLANE SEE TABLE 2,SHEET 7 24°MAX O.C. NOTE, ) INTERLOCK CLUSTER,SEE THIS POCKETS AND x 60•NOM. DETAILS,SHEET 11 xx x PANEL WIDTH SHEET a'. SEE POCKET (8)P-HOOK r-------- - x / x x z x (r MAX JAMB MOUNTING e° x xxx x x x/ x xxx x z z x INSTALLATION, ADAPTER x x x THIS SHEET ANCHORS MIDWAY 0 3°MAX &SHEET 14 BETWEEN P-HOOK 4 PAIRS OF ANCHORS&AT 3• i ® o x=FRAME x x ANCHORS FROM TOP& i ® i to ANCHORS 96° (TOTALS BOTTOM o t'+- ( o UNIT Z�"� ANCHORS) MAX o.c.' HEIGHT O.C. PER JAMB 4.051° -8"MAX TO OPENING ;' •I 14°MAX O.C. (7•=P-HOOK (SEE JAMB EDGE OF POCKET SEE I O ANCHORS x DETAIL INSTALLATIONi c� I•I i Z BELOW) DETAILS'Jc'&'Kd, 1 m ws ° m o=P-HOOK 10 END PANEL SHEET 14&PART !a� ®� I MOUNTING ANCHORAGE DETAILS'J"&'IC, I al 1 i I ° 3°MAX ADAPTER x 24"MAX (2 ANCHORS) SHEET 19 FOR •AX I ANCHORS - O.C. P-HOOK t---__-e-� ( _ - x x x+ •✓ END PANEL. +2' ANCHORS END PANEL . x' x x, xxx x x x x xx xxx . x' x x x 8'MAX _TT----ANCHORAGE(SEE ANCHORAGE ANCHORAGE "� x' x x x x x' .+2. ,+2' SKETCH BELOW) (SEE SKETCH BELOW) =+2° +2' '+2" ANCHORAGE ANCHORAGE CENTERLINE fr MAX,TYP' ANCHORAGE ANCHORAGE ANCHORAGE 2�" OF PANEL 1 24'MAX EXAMPLE:SPAN 2 TRA 90'OUTSIDE CORNER- O-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 1601 x 95'NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6" SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED l 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 AS NEEDED TO ALIGN THE I 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3•SHEETS 8 8: 0 w05 HEAD OR SILL IF A SPLICE CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 21" q OCCURS AT THE P-HOOK. NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL - SEE"CS`CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WITH EE ILS "C5"SHEET 10 ANCHORS PER PANEL.ADDITIONAL ANCHORS 24'O.C.MAXIMUM. mmaes FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5 . +2'ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24',OTHERWISE ANCHORS ARE NOT 3.5' REQUIRED AS PER THE FIGURE AT RIGHT: MAX m comp UCT��tlro Flsrid• tti:J &: - ':S"?*X,FROM%BOT-T-D��1AAX AI+( �(RQ'C3 1��9SJ A AN��.�R �.t ..2 FR7A( 1• Nr3. � .1$-0629 0&: : �n, r Tr t ? 00 )IVG'A[1TCflCR" IF;FRC)MIAcTE:jABEES ++ z ? t : F�A �5.• :0•T,,:. .. R .. 01 IN r'd rt' S�fSO AAIC1�ORDETIiIISON8k3Ef Ilk ' ,F, Fry t Y. HOR `Y fiR1 QUIIjESr Ck1NC1ilORAGE_...:_ UTEii Fq g E. �NDPA(dEL "- z fi— ti CENTERLINE " fLV x 3> GY F. 1 "CB"CLUSTER SEE D TAILS SHEET 10 — CHORAG C•ptm }.- E � AN { beam • I DETAILS,SHEET 1.1 I NTERtOCK FOR ASTRAGAL �- AOSTRAGx (2 ANCHORS) g• /� L 3.5' t MAXI 1 H n r t r�; i4.051' -----• ' rl I I ��5E CENTEWNE "+2•ANCHORA • — � i 0+2bNCHORAGE OORV OFPANEL3 , pFPANE 4 SE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS �?rz • - F r�a • xLYNN AA(�HORAGE SPACING&EXAMPLE PIANS "':°�`°�''•- '� MveecAlFl ,ms • T.• •,, ,, G� "ES 770 UM SGD-LMIIMPACT Wow A MILLER,PP. a® � •� • •ri+r wminG a m• 000 ••s a. 7?S 9 •22 PG_'_ B PFs saws ICtPla'14 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6"DIAG. OR ° ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGALSPLICE LOCATION 2.04 INTERLOCK�IF NEEDED INTERLOCK—, CONDITION,USE INTERLOCKIF NEEDED 2.04' CENTERLINE I CENTERLINE 'C6•CLUSTERDETAIL) CENTERLINE 1.76' o 8"DIAG. 7" T — 3.5' 21' 1.75° •D G. MAX EXTERIOR O.C. 204" 204" 21' 2.04• 5.64" MAX 3.5" 7" EXTERIOR 4'DIAG. 7, �w� 7' r3.5° O.C. SERI 6'MAX 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRAM FRAME HEAD/SILL HUI M. 5.64' cM-ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB W MAX ANCHORS ARE REQUIRED,'C4) ANCHORS ARE REQUIRED,'C5' ANCHORS ARE REQUIRED,"CH' ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6'DIAG. FRAME JAMB IN7ERI O A-1 NEEDED INTERLOCK-• CONDITION,USE INTERLOCK-IF NEEDED Z04° EXTEMOR ANCHOR PAIR CENTERLINE I CENTERLINE 'C6'CLUSTER DETAIL) W3.6" E 3.S 3.5" ANCHORS MAY BE INSTALLED 21• EITHER IN THE EXT.OR INT. 0 204• "DIAG. MAX TRACK(INT.SHOWN) 408° 4.08" D.C. 4• 5.84° NOTES: 1.ALL DIMENSIONS SHOWN 4•DWG. EXTERIOR ARE BASED ON MIN. EX7JE�WOR , ExT�EIR,I.OR v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL M ALLOWED. ASTRAGAL OR INTERLOCK G8 ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE �(USEE WHHERE 4 CLUSTER NSE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER I 8 TRACK FRAME JAMB LOCATIONS/ANCHORAOE AT ANCHORS ARE REQUIRED,'C41 ANCHORS ARE REQUIRED,"C5' ANCHORS ARE REQUIRED,"CB") ANCHOR PARP HOOK SEE SHEET 9. (FOR SPLICE FOR SPLICED ASTRAGAL OR __SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR I CONDITION,DO NOT CONDITIONS ONLY: INTERLOCK-j IF NEEDED INTERLOCK�I CONDITION,USE I �Off+ USE THIS DETAIL) SPLICE LOCATION CENTERLINE I CENTERLINE ! "�"CLUSTER DETAIL) —1.75° —►jl CENTERLINE 3.5' 3.5' .PRODUCT 3.5'_ .....:..,,�_._,. '�'.'.= NEEDED "0 8dethREVIS�,Flurida t ', ` * 4!E IMG a ...e.•..•�` - - -.. I> '•�",: .. ^c. DIAG; � `coMrol.. � •r ?y.,.`., ':ts` T I_-2.04' 5.3r DIAG. 408' I 2.04' 41"D . EXTERIOR �EXTERIOR 7" • • • `•• • • • •• �'L• • • • 4-TRACK FRAME JEAD/SILL 4-TRACK FRAME HEAD/SILL01 4-TRACK FRAME HEAD/SN.. • • i✓• ••• • bb.:7t">`+ p ASTRAGAL OR INTERLOCK ASTRAGAL OR 1NT OCI! • • • • • • • Cad ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE US •• • •(USE*MERE 6 CLUSTER ANCHORS ARE REQUIRED,°C61 ANCHORS ARE REQUIRED.'C4") ANCHORS ARE REQUIRED,"C6' WITH&WITHOUT SPLICE CONDITION - ANCHORAGE,EXAMPLECLUSTERS ' • • • • '' ES 770 ALUM.SGD-LM IMPACT '.="`;• .;:; i eye }-0&D•S00 • • m� sst a.rsta — A.LYNN MAI ER,PX-- ! mme o� • di unt •• ••• i6o-rro ATS 10 s 22 PGTO130 B RES Sa70.i JR aQN6%4 • • • • • • • • • • • •• •• • • • •• •• 2.04' 2.04' INTERIOR 2.04" INTERIOR 2.44' NOTES: 1.ALL AOR INTERIOR ARE BASED ON MINIMUM IONS � ?4-DIAG. ?7. DIAG. 8.94" 3.5' ALLOWED. 8.12' 8.12" 3.5" 2.DETAILS DEPICT ANCHOR INTEwoa NTEwO 034 INTERIOR QUANTITY AND SPACING, 90 3. 80 ExTEw� AND WOULD BE IDENTICAL €T>5 8RM EXTMOR 4"DIAL. 4'DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. R 3 ' 4" 4"2.04' DCTEat� 4° 2.04' EXTEw 2. 4° 2.04' 7s 8.94° 90"CORNER 90°CORNER 135'CORNER 135 CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SI L 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 8 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 8 MUSTER OF PANEL ANCHORS ARE REQUIRED,"M ANCHORS ARE REQUIRED,°CB°) ANCHORS ARE REQUIRE,'M ANCHORS ARE REQUIRED,'C8l °+2"ANCHOR 4.08' INTERIOR TEaIo NTE o 4.08° •+11ANCHOR 2.04° 4°DWG. a" NTERroR 7.41" NTEwoa 3 5" 135' 3.5• I CENTERLINE perEwoR �OFPANEL 3 3'S" •+3°ANCHOR 4.08° 4.08° 7^ 5.37 G. 5.37` CENTERLINE 2.04' 4"DIAG. 4' 3.5°a OF PANEL 3.5' 4' i PJC)R �� •+7°ANCHOR 3.5° 2M911 r PREWOR T 90=CORS 135°CORNER VIEWS T 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL CENTERLINE OF PANEL (°CB'ANCHOR CLUSTER REQUIRED (•CB"ANCHOR CLUSTER REQUIRED L 2-TRACK FRAME HEAD/SILL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4°D!6-01INTERMEDIATE ANCHOR LAYOUT INTERIOR 8.12' INTEROR 2.04" 2.04" .12' 3.5° —•- CEN7ERLINE 4' ExTEwoR , 5,88° OF PANEL PRODUCT REVISED as NTEFUORSwith the Florida '_a .>:! "ANCHO plG Na 46 0628.OS Y ; f 135 + Bulldi a .S`..,! .s ^�� f-�-^^ / •5... ,7. ...,,. - - BY a v'^t^"""r -' ..L{.3.:: 812'. 4 408" y4r•dueYContmi .. -- - -— 7" EXTERIOR 2.04" 3.5° 4" 4"DWG 3.5' 3.5' c ^.:`.:ftr/; T ITER• 4i • • • •• CENTERLINE ::r 13C-.,,c n ; > 2 04" �OFPANEL 90'CORNER i 135°CO Ef�•i • • • • i 4-TRACK FRAME HEAD/SILL 4-TRASK FRA"HEADISIUs • ••• • 4-TRACK FRAME HEAD/SILL (^C8"ANCHOR CLUSTER REQUIRED UUIRED • • ••• INTERMEDIATE ANCHOR LAYOUT ?: AT ALL 4-TRACK CORNERS) AT ALL 4-TRA K CO ) (3-TRACK SIMILAR) 16_:y 1 _ • ,rT;, xaaaez tme maeb: a„"t+� ::iR.�s;.••.r:; _ F ANCHORAGE, FFLE CLUMERS r t; • vnae� • • • i i SERIES 770 ALUM.SGD-LM IMPACT • Q'f�•�� • 40 • •y mw a,r n„am� i0i� A.LYNN MILUER P.E. en am. arm ••• •carr of spa•• • • SGD-M NTS 11 d 22 Po7a130 JR 1N}0/i4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1 EXTERIOR 2-1116"1/4' 2-1118°' 1/4" 2-1116"' NOTES: 1/4' 1.ALL DIMENSIONS a MAXIV MAX EXTEMOR I�S AOR SHIM ARE WED SHOWN ALLOWED. j a 2.METAL SUBSTRATES WOOD EMBEDMENT: USEDFOAL MAY BE SEE TABLE A, USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHffTORTYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 DIAGONAL O.C.I ®2-TRACK FRAME HEAD 3 TRACK FRAME HEAD 4-TRACK FRAME HEAD " WOOD INSTALOR 8" INSTALLATION WOOD INSTALLATION METAL INSTALLATION - (HEAD& OR (JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYF., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3.SHEET 1 SEE &TABLE A.SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A.SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MW.OF 3 THREADS BEYOND NOTE 6,SHEET NOTE 6, NOTE 5, THE METAL SUBSTRATE 1(1/4"MAX.) SHEET 1 SHEET 1 (1/4"MAX.) p� IOR T oaERM EMBEDMENT:SEE (�I TABLE A,SHEET 1 2-1176"• �r 2-1H8" 2-1/18" EDGE DISTANCE EDGE DISANCE: EDGE DISTANCE: SEE TABLE A.SHEET 1 SEE TABLE A SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A•SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ®2-TRACK FRAME I3-TRACK FRAME SILL A—=�, _LAL WOOD INSTALLATION \W WOOD INSTALLAA71ON K-/METAL EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 -'I EDGE DISTANCE: SEE TABLE A. METAL TVP., SHEET 1 PRODUCT REVISED EMBEDMENT:SEE —"{ EDGE DISTANCE EE ANCHOR 1 Code Fbrida S ANC as comp the TABLE A SHEET s a .:• ;-. 4a$ BuHdisg 5�� *� ?Y as 11 <sN E 66ss SEF, A ts +l012 ryp EAN SEOR ,' > a, fir. Sk 1 = - 21/18 •_ i �r ,=,r_' '. NOTE ::SHE_Er1 �+ t: SH ViT�r3 _' a ry,x �SMANCIiCYRTYPT e p By �u �p `'fi ._ ..SEEANCIiORNOTES - Ohm Oduct es WOOD gNCHORTYP., 2-1/16"• &TABLE A.SHEET 1 s SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 &TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS &TABLE A,SHW 1••• • • • •• EXTERIOR v • • • IBEYOND THE `��R�fpN•'v'pLYENN EXROR METAL EXTEOR • • • • • • 1/4"MAXSHIM SUBSTRATE 1/ I • 1/4MAX SHM +• • • • Sg�'q/'/'l;F•�Q�� SHIMS 'J it No.50705 ®2-TRACK FRAME JAMB ••®•3tUCKIAAME•JAME? • •• ®4-TRACK FRAME JAMB off WOOD INSTALLATION w WOOD INSTALLATION Iw METAL INSTALLATION nm saris °� V fAl ANCHORAGE DETAILS ntio..'C��?; a� , �° i • • • SERIES 7700ALUM.SGD-LM�IMPACT S'lp't • A Ltvm•urR PE •• -.t• gpp T/p NTS 12 a 22 F'GT0130 B REA 58705 .!R70HOIf4 acme as< ••• �^''�� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS -EMBEDMENT-SEE TABLE A,SHEET 1 -EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE: EDGE DISTANCE. 1.ALL DIMENSIONS CONCRETE EDGE DISTANCE:SEE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET I SHOWN ARE BASED PER TABLE TABLE A,SHEET 1 CONCRETE ON MIN.ALLOWED. 2-1/16" PER TABLE 2-1/16- PER TABLE 2-1/1(r* A,SHEET I SHEET 1 114' A,SHEET I i A.SH DIAGONAL D.C.IS r .0. MIN 4"{HEAD&SILL) SHIM OR 6.(JAMB)SEE DETAILS,SHEETS EMBEDMENT: II/V EXTEMOR 114* EKTMOR 10&11. SEE TABLE A, M• '�3 a a MAX Ell 101 SHEET 1 SHIM SHIM <m PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.. PROPERLY CONCRETE ANCHOR TYP., WOOD BUCKTYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP'..SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET I TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A.SHEET 1 24WK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD kAc_/CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHORTYP., PROPERLY SECURED IX SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYR,SEE TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE ASHIEET ANCHOR NOTE 3,SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 6.SHEET NOTE 5,Ho LE A NOTES U SHEET E T ANCHOR W Ho L" R SEE TABLE I L 2_1'T ,rlX PRO JX CONCRETE NO! 1(114'MAX) SHEET SHEET i . ......... ..... (1/a'MAX} EXTERIOR T,, EXMMOR 2-1116 2-1/16"' 2-116" CONCRETE PER TABLE EDGE ANCHOR CONCRETE E DISTANCE' -CONCRETE EDGE DISTANCE: A.SHEET 1 H PER TABLE 1 SEE TABLE A SHEET I SEE E A.SHEET PER TABLE SEE TABLE A,SHEET I NT.a T Tj A.SHEET I EMBEDMENT.SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLEA,SHEET I ASHEET1 EMBEDMENT.SEE TABLE A,SHEET I 2-TRACK FRAME SILL A6jh 3-TRACK FRAME SILL ga 4-TRACK FRAME SILL X,Q�r CONCRETE INSTALLATION CONCRETE INSTALLATION \.Uc CONCRETE INSTALLATION EMBEDMENT:SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SH: I EDGE DISTANCE: EDGE DISTANCE: PROPERLY SECURED SEE TABLE A. SHEET1 PRODUCT REVISED EMBEDMENT:SEE CONCJCMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., TARL4 A. TYP.,SEE ANCHOR SHEET I SEL CHOR *with the FI*Mu ,,pI J_ - I � 1*0629-ok- .� T . - .. I -_ .' A-AS EDGE 61SIANCE.' �;�NOTO Vpv IS bip �T r'wis;M 47 SEE MGM 'T 1w_4 SWANCHOR WCMU' E OR 2-1/18"* -PROPERLY SECURED NOTES&TABLE A, MU ANCHOR .!. SI`EET1' CONCJC 1X WOOD BUCKTYP., CONCRETE TYP.,SEE ANCHOR SEE ANCHOR NOTE 3 CONCRETE :'.':'�,_ORCMU SHEET CONCRETE • NOTES&TABLE A. SHEET4PEFt TAB*R� OR CMU LXMRIOR PER TABLE ASHEET I �0' LXNAf EXTERIOR OR CMU EXTMUOR ,5114.MAX SHIM PER TABLE :k$iEjT 1 A,SHEET I • 1/4'MAX.SHIM -4 1-— No.567D5 2-TRACK FRAME JAMB da%-HACKI:�EOJAMEI a e 9 Ifa 4-TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION CONCRETE/CMU INSTALLATION \,t/CONCRETE/CMU Z' _IINSTALLATION T lb.woF GE DETAILS ST F; .-* Favam o • 4,�1'--'L'40RP;'-`C,\ SERIES 770 ALUM.SGD-LM IMPACT sac A( &pm CF'16 a o - - B L SOD-M MTS 1 13 -22 1' PGTV1 11 JR f0l1QH4 • V 4:o • o . INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693'MW. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT-SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A SHEET 1 P-HOOK MOUNTING ADAPTER WATERSHEET ARE FOR WOOD ANCHORTYP., INFILTRATION CONCJCMU ILLUSTRATIVE SEE ANCHOR NOTES ANCHOR TYP SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A,SHEET 1 28 ANCHOR NOTES& TABLE A,SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. ?,t TABLE A,SHEET 1 ALL APPROVED 28 y...-,t..•i": SUBSTRATES. SHEET 1 ILLUSTRATION,SHEET 9) 1-1/4"MIN.EDGE DISTANCE Exf DISTANCE:SEE ERroR 3.SEE TABES 1-3, T LE A,SHEET 1 EMBEDMENT a ° 28 SHEETS 6A FOR SEE TABLE A `':• `''%'": P-HOOK MOOUUMING REQUIRED P-HOOK 28 '.i. AND P-HOOK EXTERIOR SHEET_? t',:`., .::Y'�:C... ADAPTER CONCJCMU ANCHORTYP.,SEE MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., ID P-HOOK -= .::c ANCHOR NOTES&TABLE ANCHOR QUANTITIES. SEE ANCHOR NOTES CONCRETE OR ALSO SEE EXAMPLE EMBEDMENT:SEE A,SHEET 1 ON SHEET 9. &TABLE A,SHEET 1 ALSO SEE TYP. CMU PER TABLE TABLE A,SHEET 1 (A SEE TYP• ILLUSTRATION,SHEET 9) EDGE DISTANCE A SHEET 1 ILLUSTRATION,SHEET 9) ®P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER PARTS#18,#20,#22 OR#24 PARTS#18.#20.#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU EMBEDMENT.A.SHEET I NOTE 4,SHEET 1; ADAPTER SMS -CMU PER TABLE T��A,SHEET 1 ANCHOR TYP.,SEE MIN.OF 3 THREADS TABLE A.SHEET 1 ANCHOR TYP.,SEE ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES A SHEET 1SHEE SUBSTRATE 28 &TABLE A,SHEET 1 EMBEDMENT: ``` "': b (ALSO SEE TYR (ALSO SEE TYP.ILLUSSEE TABLE A ':.: . . ILLUSTRATION,SHEET 9) 28 EMBEDMENT: HEETRATION, SHEET I p.,.•. >~I;'+• SEE TABLE A, DGE DISTANCE:SEE !!! SHEET 1 LE A.SHEET 1 .''°`' 1-1/4"MIN.EDGE DISTANCE PRODUCT REVISED '. -- 30 - ae co tm�galCyiouri�ewith the Fbddn t_�:�--':��'�� .. ``-'- � ♦.:. ..r_...-.. $'� ....�,- ':�'�i ,t'_�-k "c P-fiQO�C.SMSRNC�IULY,��eiE'-�t�, .e fi_"� t*•t, c P4-IQOC O2 N�3MU"_J QR`-- 02/IE tN _I t3, .- 3 &TAB4 v £ a `ANCkIQR N07ESBj TABLE ALSOSE TYP, ( 2.883'MIN.• `f s =N SHEAT 1.. 2.693'WON. mei rouuet Contro ILLUSTRATION,SHEET,9) EDGE DISTANCE (ALSO SEE Tom• EDGE DISTANCE ILLUSTRATION,SHEET 9) i P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS •• ••• • • • • • Nc PARTS#19,#21,#23 OR#25, LYNN w PARTS#19,#21.#23 OR#25, `.• C�1I j4 CONCRETE METAL INSTALLATION EXTERI • ••i • • i • • CONCRETE INSTALLATION EXTERN 1�:L10r--NSC-'•.FP % 1 (SEE TABLES 1A,2A&3A MO • •• • • • • ••• • (SEE TABLES 1A,2A&3A MOUNT FOR WATER RATINGS) ONLY • • • • • • • •FOR WATER RATINGS) ONLY = t0.58705 W07SWRIOLCOY ANCHORAGE DETAILS ' c� •. ora c • • P • • nv .^.C�f,^•.;cCDR�OF•.• `, • • SERIES 770 ALUM.SGD-LM IMPACT S w b JR fa1W14 OF eo soas/o NTS 14 d 22 PGTD730 B P r A snOs i f I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFIG. EXAMPLES MAX.UNIT WIDTH MAX UNIT WIDTH HEADER DETAIL W, MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION _DLO TYP.PER TABLES 1-3 DETAILS'Aw'&'Ac, WIDTH INTERIOR SHEETS 12&13 NOTES: EXTERIOR 1)SEE SHEET 17 FOR INDMDUAL PANEL CONFIGURATIONS AS 90" APPLICABLE. I� SEE DP/ANCR PANED- PANEL TABL $CORNER ES,SHEETS 6-8 FOR MAX PANEL TYPE TYPE PANEL CORNER DETAIL N2', PANEL HEIGHT AND WIDTH.SEE TYPE QS' AV TYPE SHEET 'A' ANCHORAGE SHEET 11 SHEETS 18&19 FOR SECTION NOM 17MAX.UNIT DETAILS AND SHEETS 12-14 FOR MAX. PSL A MAX- HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANELWIDTH TVP. DLO PER 'M',SHEET 19 2)(1)LOCK(ITEMS 75&107410)AT HEIGHT SEE PER HEIGHT TABLES SIO INTERIOR EACH LOCKSTO-E,LOCKING INTO NOTE 2 TABLES 13 13 KEEPER(ITEM 103)AT FRAME JAMB ORASTRAGALa I� JAMBDETAIL'GY,SHEET 3)PLEASE SEE APPLICABLE }( X 18;INSTALLATION DETAILS ASTRAGAL&INTERLOCK X X 'GW&'Ge,SHEETS 12&13 COMBINATIONS PER DP/ANCHOR TABLES. DLO WIDTH=NOM.PANEL WIDTH-7" 90"SILL DETAIL U,SHEET 18; DLO HEIGHT=DOOR UNIT HEIGHT-10.125' INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-)OM PANEL HEIGHT-DOOR UNIT HEIGHT-1.866' 'DW&'DC,SHEETS 12&13 SILICONE I ror-anELr Burn STRUCTURAL SILICONE STRUCTURAL 9RICONE 3116^NOM. BY OTHERS POLYISOBl1MEN Va°NOM SAM WITH DESICCANT WRH DESICCANT EXT.GLASS EXT.GLASS #8X1' #10 X 1-112° PH SMS PH SMS 9dT.GLASS W.GLASS +� KODISPACE 4SG TPS +zs SUPER SPACERIDNXT"° PRODUCT REVISED.=with the_ - .: -;�;t - �r,r .',i`s n.�. U ALUMINUM� ;POL'IISO-- - no DESICCAWFILL-AIA:.--,:. NCAxMa 1 829°06- -.:_ - _ l, 4.' im-,.;a' - -- -- > +-R+". G ?-r_- EL,CORNER - - t-i SEAL, � �`eT ""o•t:i 7t2a2o a F T'AN L 'F.RAIVf 4Q '. _ _ ..� - 677{f"-Nf3PIF _ .4.�"'.'J ��3•rL 'J. L DETAIL e F3ETAiL 1J slc ' oRlnEb = tll __, e sne°ryes .S1LIrX)N�SEAL r' x - _ - - � FOAM y."STAINLESS STEEL .. ntml .- -- ' <tla:Fitt.t: •. Part# Description Material EXT.GLASS W,GLASS 124 Kommerli g 4SG TPS Spacer System 125 Quanox Super Spooer nXrwfth Hot Mea Butyl See this •• ••• • • • • •• ss Sheet br • • • • • IN79GLASS INT.GLASS p 128 QuaneX Dursseal Spacer Materials • • •• • • • • • 127 Cardinal XL Edge Spacer �• •:(5DDF4SL4(&%PAUR @ A EDGETuSPACER - REFERENCE TEST REPORTS:FTL-8717,8968&8970 •• ••• •• • • • i r.•-•-. ases2sle a AOMSPACER& ramrEr�eraoolcrano ANCHORAGEDETAILS/EXAMPLEELEI/ATIO a Ve ``•,<:;''` ":`` w. Yam • • - +Y:=.L.. i Isow �' :• • SER'IE9TR0 ALUM.SGD-LM IMPACT _ + _ M CJ3tT�AtRk •% • • ® A►TS 15 •22 —" POTn190 B A.LYPE NNMUP.E. JR 1QHRH4 i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 �'M',SHEET 19 OPERABLE JAMB DETAIL W,SHEET 18; { � '^,INSTALLATION DETAILS'GW&-W.SHEETS 12&13 N HEADER DETAIL W,SHEET 18; MAX /FRED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL A',SHEET INSTALLATION DETAILS'Au &'Ac', DLO JAMB DETAtL'G3',SHEET SHEET 18;INSTALLATION DETAILS L1'8 18;INSTALLATION DETAILS 12&13 WIDTH- 1&INSTALLATION DETAILS DETAILS W&'Gd. L2,SHEET 19 'AW&Ac',SHEETS 12&13 TYP. �'GY/&'Gc',SHEETS 12&13 SHEETS 12&13 � �-11 1 Oft INTEPoOR PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE PANEL PANEL R D A TYPE TYPE TYPE T'/PE V.SHEET 19 MAX. ,A CS' Yl5 MAX. 90"OUTSIDE CORNER UNIT UNIT NOM. / / HEIGHT HEIGHT DETAIL'N1',SHEET 19& PANEL HEIGHT SILL DETAIL NOM.PANEL / / PER CORNER ANCHORAGE MAX WIDTH TYP. PER D',SHEET MAX WIDTH TYP. SEE TABLES SHEEP 11 DLO PER PANE SEE TABLES 18; DLO PER NOTE 2, 1-3 INTEPoOR DLO TABLES 1-3 NOTE 2 1-3 INSTALL SHEET 15 IL HEIGHT SHEET 1b DETAILS HEK'Fff TABLES 13 l a a TW WDNOM.PANEL 0 x x x ( SHE 12b a a WIDTH TIP. &13, X X PER TABLES t 1-3 SEE FRAME& MAX UNIT WIDTH MAX.UNIT WIDTH kS FRAME&PANEL CORNER SILL DETAIL 1Y,SHEET 18; MAX UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'D'&W.SHEETS 12&13 EXAMPLE:90o OUTSIDE CORNER-)O(=(2-TRACK) JAMB DETAIL'11%SHEET 18; ASTRAGAL DETAILS'I.1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS W& L2,SHEET 19� ^1 INTERLOCK DETAIL'W,SHEET 19 Id,SHEETS 12&13� 1 u HEADER DETAIL - JAMB DETAIL H2,SHEET P-HOOK DETAIL'J'&K,SHEEP B',SHEET 18 , ✓ HEADER DETAd'C,SHEET 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jvl, INSTALLATION JAMB DETAIL`12,SHEET 18;INSTALLATION DETAILS'Bw&'Bd, DETAILS &'Ic',SHEETS 12&13 18;INSTALLATION DETAILS Hvl&Hc,SHEETS 12&13 Je,XW&1&,SHEET 1A SHEETS 12&13 'CW&'Ce,SHEETS 12&13 r.--- M - r MAX UNIT WIDTH AX.UNIT WIDTH ----� PANEL PANELPANEL PANEL PANEL PANEL PANEL PANEL I TYPE TYPE TYPE TYPE PRODUCT REVISED TYPE TYPE TYPE TYPE I M F F P as compn with the Flartde .F. 1 Bulldln�bode UNIT40 h„. r /, FLkIGFL3 .f. Pri�;FL,. P F,R' ey '-� .s•• - ,�� PER a I TABLES ItIAX'< F SEE PER ?ARLES mlmut 1-3 DLO NOTE 2,-. TABLES 1'3 3 I TE 2, DLO TABLES 1-3 1 3 HEIGHT SHEET15 i SHEET IS HEIGHT o x x x ; ... . ja . X • X• :.G EXAMPLE:0)=i) SILL DETAIL'S',SHEET 18; • •• • • E)GAMI�LE:X0000 SILL DETAILIii F,SHEET 18 - INSTALLATION DETAILS.•• •• •• (A-� K•B)6P ,SS) INSTALLATION DETAILS (3-TRACK,RIGHT POCKET) 'EW&'Ec',SHEETS 12&13 PW&TV,SHEETS 12&13 RradBa: LmR /i,Yos G� •.FI-e`7C•.••;::_` EXAMPLE ELEVATIONS IT- � ISE O ALUM.SGO-LM IMPACT t��'t� • ? mmre,m. ar A LYNN MILLER.RE 1 OM4 0� CERT o�itvnt • i • ® • eSGD-776 MS 1S d 22 PGTO130 B PYA55ms ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRlOAL INTCORNER EXT CORNER EXTCORNER INT CORNEREXT CORNER MCT CORNER INT CORNER INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOC.KSTILE 90 RECENER 9D RECEIVER 36 RECEIVER 35 RECEIVER TYPES W/HANDLE W/HANDLE W/HANDLE W/HANDLE Wl HANDLE W/NMID#118 B go RECEMERR X18 wr NANDA W/HANDLER -to -9z ift!k —rcm 51 #•1 581 5116 SINGLE INTO= O F PP K L TR TQ TC TA TV TW INS SINGLE �s B E P A C C IC SQ - SC SA SV SW IN Foam RR R S S FD FC FV FW STILE man W HANDLE D M `I J �am om" W ASiRAGALL O PANEL NOTES: BOX o+rT R W7 HANDLE (e0l[ourl 1.SEE DPTABLES 1-3,SHEETS 6$FOR PANEL SSS&DESIGN PRESSURE 101 INTERIM RIGHT 2,PANEL TYPES NOT SHOWN OR CROSSED OFF W W/HANDLE OWN) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS �T RA�AL USTILE STILE AND ARE NOTAVAR-ABLE. ST T 3.90'ASTRAGALS TO USE HEAVY-DUN STILES OUTtamomomml? PANEL'E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EX I EXTCORNER RECEIVER(#118)AND EITHER F— ERIOR(#119)OR INTERIOR(4120)CORNER U_ B�Wt IN T IJ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. LU 4.135'ASTRAGALS TO USE HEAVY-DUTY STILES In IN LCO GDKSTtLE RT Cl (#61)AND CORNER ADDON(#31). .J w/HANDLE 51 2= w EXT R SILL RISERS OPTIONS ��-s32° Q 90 HANDLE QT QS -232' EXTERIOR EXTERIOR .082' a' EXT CORNER 581 CT CS EXTERIOR MCTERIOR ,o6r a 4.�5' 90RECENER a 082' 3.306' W/HANDLE 4-11-814, a2.65E -EKIS AT AS DF 1 56T 1 eoRECENER PR REVISED ,=HANDLE 1 ILL RISER, as BuOdt'u= wHh the FI•rM• EX1coRNER_ _. 18 ,� {. ILL 5 FLAT' RISER F sy.� 24 S NO A¢064�eD8 r 1 r h F r --_r?'. 1C _ SIED47LL 1ME3 1/4 T HIGH 4•ER k t9L6 °2-1P a-- d t 1 ? 0201 EXT .91-4^ae ,: 361iECENER ilia _ } Ftir..;i i ? < R(OF2: 8y- ,•I I s- ''1 •i,7 '$ ! - .IMlJ'IA?10LE 58 - S" VF J .�. }+T':7,5�'EXTERIOR F•a -.OBY 611am1-Dad t:�?• .I -1 EXTERIOR INT=Rsus EXTER. I. 4.05s . . � WS WF a_`1 a - ase' ate. - W/HANDLE58 2.655' Sly RISER SpX1 • 9lLLRI • SOH SILL RISER,BOX SILL RISER BOX .•;.•_ IrS , 18'FLU9FI 1_1/2•• • W2_ •• O MEDIUM,3-1/4' O HIGH,4' NOTLALID FAR WATER INFILTRATION RESISTANCE REQU6iEMENTS,SEE SHEETS 6-8 PANEL TYPES - �.eeic amr rmx� {ec1}as9.1�9 • • • • E • O ALUM.SGD-LM IMPACT A LYNN MILLER PX- v—Mr. °fr CERT&AUTM • i • • ® • • • AITS X22 amwn PGT01so B PE55BT05 .tR 1MIN14 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS 108 FULLPANELJAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 50 OR 51 105 FULL LENGTH to 75&ioTM11 tt 14 108 OF 5 �OR81 BD OR 51 18 5 Gt so OR 51 RACKJAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 WITH FOR FIXED CLIP#1F5 — On. 1LONG W/RETAINER#i06 OPERABLE PANEL CLIP113 MIDSPAN (SHOWN WITH PANEL)_PANEL TOn SEE DETAIL G2 5 THE INTERIOR) 103 113 a°`1 -11FOR FIXED PANEL CLIP 15EXTEPJORv15 S 1411a ®123 FULL LENGTH 40 04 OR E1 410 X 314• OF JAMB 2-TRACK JAMB 2-TRACK JAMB �EXTEPoaR 1vl �ocrEPJOR 810.%X3 CUP#80 OR#1D5 51 52 W/SCREEN B'LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB (SHOWN WITH H1 (SHOWN WITH (SHOWN WITH N (SHOWN WITH (SHOWN WITH PANEL TO MIDSPAN 61 FD(ED PANEL TO OPERABLE PANEL) FIXED PANEL TO 63 THE EXTERIOR) THE INTERIOR) OPERABLE PANEL) 60 OR THE EXTERIOR} EXTERIOR rI.EXTERIOR 2 �/ 112 1 3 4 45 5 113 5 113 - 5 52 51 b9 pRERIOR EXTERIOR EXT'ERX�t 53a a OWNWITH N.SCREEN l AJ FRAME HEAD W FRAME HEAD FRAME HEAD HEI .UNIT OPTHEIGHT PER TABLES 1-3 TRACK Q n vdth rrE� PRODUCT''.�..P- ...• h 3-+� ..7 +� ••oompl Flor Me �i.:. ':t�•-'u:-. :3, -} ..�:- - � 't'.. i:.-� _ - - 9-5.::�?.. - ��. '_-1'� TMGAi-N3' �'•. ...-o-.>—� "� fi= •" .xs. - "-gJGf'�RIOR •i.`• _ _.EX.—�--TERM,' _ i - �.s - ¢-�T _t. B'• b� _ 0 . . By - t •EXTERIOR, 112 ..5 113 113 5 5 ;y 2-TRACK W/SCREEN 8 Tfi4CK • • • • • • • • 4-TRACK FRAME SILL E FR?AA�S0.L • •• • • • • • p FRAME SILL Ma yTtu •ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES ♦•• ••i ••i ••• i i ••• 1.3,SHEETS FOR DP(PSF)ASSOCIATED WITH STILE, �b i F7e:=ch ari ors +awteez �" ••- .:'ARID?•.•'•,_.,; : VERTICAL SECnON DETAILS AL VBWW�ft 3" • • • SEPJEV&0 ALUM.SGD-LM IMPACT s..a� orc a+r.� /Dstyaaml�v • • • ®• •Oer6°� • •°o•' '"" fig° 1hs A LYNN A Sam P.E. °e1b°x o� 0°°°u0 O11t CERT�'AURLA�9B • •BGOP.� • NTS 18 d B 22 PGTO130 P.E459'705 .� iGNOH4 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 6 4 94TEPJQR s1 t13 1ta 7 *Ill 30 113 11 83 27 103 � 111 83 �tM 61 60 OR 8165 29 14 � �° EXTERIOR EXTERIOR 11t 62 EXTERIOR R EREMORINTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS go.a 1�3 ®j ,(_EXT.OR INT. T) �MOUNEXT.MOUNT ONLY � 6o OR at 79 8107-11 75&1077-1-11 81 75&1 7-N 5 INTERLOCK 14 113 60 80 61 61 118 5 11 I J�L113 1"I_E TERIOR 113 v EXTERItHt V 113 103 118 --MDR 7 67 STANDARD ASTRAGAL#67HEAVY-DUTY ASTRAGAL#68 90°INSIDE CORNER •ITEM#61(HEAVY-DUTY L1 WITH STANDARD STILES#60 a 90°OUTSIDE C ORNER WITH HEAVY-DUTY STILES#61 N1 2-TRACK SHOWN ®2-TRACK SHOWN STILE)SHOWN,ITEM#80 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX-OUT)MAY ALSO BE INSTALLED (BOX-0UT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES PS TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) ( SHEETS 8-8 FOR DP I (PSSHEETS ASSOCIATED WITH STILES. 4 1PITERIOR 31 LOOK PAR 75&107-1 4 INI MOR Q,MERKIR 5 S PRODUCT REVISED 135° as comp)y{�g Fl with the orldo Bulldl•g Code �• �.�'�-a sem-,;- �, '"I�„i !,T'. I ��-`�iu*t1aTl+9am'44'�` �0 } /.. '7 '14 b t35° Miam tmt t '. 81 32 103 - 87 EXTERIOR . K PpR 31 103 81 EXTERIOR 7 •• •• 1 I R •• ""'• _ 75&1 0 v 14 X�•y ` i +�f� K • • ..Y 135°OUTSIDE CORNER • •• • • • • 000 • ''I' 01 2-TRACK SHOWN •• ••• •• • • • •• �, �: 107D� �4 • HORIZONTAL SECTION DETAILS CORNERS :,;:�_.••',.,` .: Tamar• a>a awmr x _,:,._i',: .. ,1,.. • ERI D_ALUM.SGD-LM IMPACT omnep mea cn.aa ora • • • • °• •• ac 7w1• NTS 9 �� arm PGTO130 B a LYNN I58ns P.E. JR 10/1%14 " ' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item PGT PGT# Descdpson Item PGT PGT# DescdpNort NOTES: Dw # Dw .# 1)ALL ALUMINUM=6063-T6 1 1730 617306 2-TRACK HEAD 80 1 577325 PANEL STILE 2 17303 61730 2-TRACK HEAD WITH SCREEN RAL 81 17328 817728 PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99. 3 17309 81730 S-IIMC K HEAD 62 17327 817327 NTERLOC K ADAPTOR 121&122 ARE NOT USED AND ARE a 17312 617312 4-TRACK HEAD 63 1225 SM48 VINYL BLAB Wb TP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL - -R-731-4 17314 617374 FRAME SCREW COVER 64 1729 71729 SILL END WEATHERSTRIP PAD 3)USE OF#12 OR#13 REQUIRES 6 17317 617317 FRAME HEM/AMB ADD-0N e5 17328 617320 INTERLOCK SCREW COVER MIN.#10 SMS OR 3/16"MASONRY 7 17304 817304 2-TRACK SILL 67 17329 617729 ASTRAGAL ANCHORS @ W MAX O.C. 6 mm 817301 2-TRACK SILL WITH$cR EN RAIL 88 17339 877339 HEAVY CRAY ASIR WAL 9 17307 817307 3-TRACK SILL 69 17324 817324 TDP&BOTTOM RAO. 10 17310 617310 4-TRACK SILL 70 17350 417350 WEATHERSTRO'DMNSION(OAEC'TION MOLDED) 1117313 617313 FRAME SILL TRACK NER ST 71 1W57105 1-11'(X1'X314"HDHFNSEAL DUST PLUGS 12 17315 817315 FRAME SLL SCREEN ADD-ON(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY. 13 17316 617318 FRAME BLL SCREEN EPR?AM-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 14 17305 817305 2-TRACK JAMB 74. SLfCOWE DOW4L0,DOW-985 OR GE-7700 15 17302 617302 2-TRACK JAMB WITH SCREEN RAL 75 8185 761857( GEMINI MORTICE 3-PLY DUAL LOCKWiLONG TROD PLATE 18 17305 817308 3-TRACK"S 76 71071JOFPFX 61032 X 7"FL.SS SCREW W/TYPE-F TIP 77 17311 617311 4-TRACK JAMB TI 7103239 1632 STEEL IB4C U4RUT 18 17322 617372 BLL RISER-FLAT,RUSH,1-117 79 17357 817357 1°IG BEAD 19 77319 617319 SILLRISER-BOT(FLUSH,1-12" 80 17359 617359 7118°BEAD/1=0ED PANEL lx.P 20 17321 617321 R.R -FLAT,LOW,2.17 81 17380 617380 9116°BEAD 21 17318 817316 -BOX LOW,2-1fP 82 1224 OM47K VINYL BLAB WEATHERSTR� 22 17355 817355 -FLAT,MEDQ1M,3-114' 83 87745 1745 LOWE INC,112X1118'SOL SIDE ADL.TAPE,P(AYETH. 23 17354 617354 -BOX MEDIUM,3-114° 100 W52 49OW ROLLER AD.L HOLE PLUS 24 77323 817323 -FLAT,HCH,4' 101 7207 JAMB BUMPER 25 17320 817320 -HOX HARN,4" r102 1898 71898 DUST PLUG 26 17333 817333 1OOK 8188 78188X 1"KEEPER 21 7070 67070 BLABWSTP FOR PHOOK 853 7SDKEEP SCREEN LOCK KEEPER 2B 17334 817334 POCKET PHOOK MOUNT 17344 617344 FRED PANEL C.P-8"LONG 29 17335 817336 PHOOK COVER 17352 817352 FOED PANEL RETAO�R-QF18° 617348 POCKETP-HOOK FOR BOXRLSER 1739 71739 HAHDLEKR-NTE"RIOR RA�DWTTHTHUMBUURN 617378 135tORNER 1740 T1740 HANDLE KIT- HAWLE32 17376 517378 135 FEED MOUNT - 1731 78162SN HANDLE KIT-RECESSED NTERi0R WITH THUMB TURN RENTS 40-537ARE SCREE({PARTS: 173276178 HANDLE KIT-RECESSl�1 E)ITEROR PULL 40 4319 6)7258 SCREEN SIDE RAIL-LOCCSTO.E 71OXWPPSDAX 10X314'PH.PN.TEK-S.S. 41 7LOCKWOSK 55EENL000SET 112 1235 87618 TP,.27OX.170-fINSEAL 42 41818 SCREEN KEEPER SPACER SET 113 1712 64056 .lBT X--zW FNSEAL 43 8162 68152 SCREEN INTERLOCK ADAPTER 114 Nl-A44.;X-ff� 0X1-tf2" PRODUCT REVISED .' 44 4426 64428 SCREEN DOUBLE NTERLIXxt 115 0X1' • �; _ TRI'S kms., - .ti Building e166-0629 compl _ a2ox1 s . 4-_X-1-112°.S.Sr`-r 11¢ ..16. 7 17338 48.. _ -8 _ - >319-'._1 _ DEGFRE5. - bE CORNER ljt$OAL.. -'49 .4344120 17338DEOR -N 17349 817345 0X7 SCREEN. ADAPTER - 123 17352OED PANEL RETA0IER,7AL' 51 1692 61692 SCEEN SPLINE-.1Bi' 52 1094 61694 SCREEN SPLINE-.150" 53 61818020 SCREEN CLOTH •'�i",•'...:.;��. 541725 1R"X4'X 7118"SET.BLOCK NEOPRENE 85-15 •• ••• • • • • • •• - - -. 55 1716 1"X4'X118"SET.BLOCK NEOPRENE 85.45 • • • • • • • • • ' w7o7s2e aoorvRn> PARTS LIST �,- ai°'� K v>xc�R ' • SL�Ji/ S 0 ALUM.sw-LM IMPACT wg 1N 800 • • • 1YB• • �6 p.e Oa1�p` •ee A.LYNN MLLER,P.E 9mfala cL9tras N7rtW�e • • 1> o0• NT8 20 d 22 POTOt30 B PE.B 88704 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • b.069• 8.56r j 136° 1.36' 0.080• —� 1.87r , 1.505° —y 1211° _j_L] —� 0.081" 1 A19' 0.062' 0.081, 0.081" O2-TRACK HEAD to 4-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) STOF SAW (6063-T6 AL) 8.198" 6.526" 5.069" 0.080° 1 kyr+ 1.506" 1211° + 1993' 0.062" 0.081' O —J O9 3-TRACK SILL SCREEN @2-TRACK HEAD W/SCREEN TRACK (6003-T6 AL) (6063 T6 AL) 14 (-TRACK JAMB TOP RAIL . (6083-T6 AL) (8063-T8 AL) 2-TRACK JAMB W/ 7.105' 6.221" 1s SCREEN TRACK 0—ow (6063-T6 AL) 1.38" 1.505" 1.211" + —1. 1.36• [— J. I 1.993' 0.062" 0.089" O 3-TRACK HEAD O8 2-TRACK SILL W!SCREEN TRACK O A8'r (6063-T6 AL) (6063-T6 AL) SCREEN BOTTOM RAIL (6063-T6 AL) 9.142" a.as• 0.081. o.oso• 1211° 1• • 7.105• 9.141" 0.081° O4-TRACKHEAD OS RODUCTRMSED (6063-T6 AL) (�36� ane wlthe Fl oridaBd '_ - - -- : Y �. � -"' -�� F--..- ,.5:- -i-_--"'f- A�.i:!` :e,-.'$-sar r��..-.;-'_�7•,--' - .? �t` r - f).D60" :,e.un"a'J4ta - '"mit. 1.c-s`_ T - -�P�i�tloe�� - d �� t 1.594° •- �as>'3' - x "`i......t. _... -,. .. 0.53r 0.780• eA a uc!Control ; 0.060 1.516' 1990° FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN • FRAME SILL SCREEN '`t''/ =`• Q ADD-ON 12 ADD-ON "gkDD-0If • • • •• t8 3 TRACK.IAMB `°_ `'• .- '' (6063 TB AL) (6063-T6 AL) i (�"^V• (8063 TB AL) REQUIRES MIN.#10 SMS • :0: • - Na.53T95 OR 3116°MASONRY •• Q 1� i 0 ••• 77 4TRACK 113(60M-T6 B s SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24'MAX.O.C. ANCHORS @ 24•MAX.O.C. ( T6 AL) 6 Q(S .'.; tman�rtwFEXMUSIONS •.•'-.'J pasty eewem •• MSL�12/ S;f o ALUM.SGD-LM IMPACT _ A LYMMLRP.E-Oak • aa � —SmYwraPQ130• j B P.EA 58705 i JR f0/iCVt4 t i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' r 0.718' 0.83` 3.802"-may • ` 3.802" 2.304° 0.752° I� 0.762° 1.163'1 0.885' 0.674' 0.796' 0.062" 0.080" 0.062° 0 0.062" -� D.284' 0.076' .233' FRAME SfLI P-HOOK MOUNTING P-HOOK SCREW 5 11 ze P-HOOK 28 29 3o P-HOOK FOR BOX RISER COVER OTRACK O ADAPTOR OCOVER 0.080' (6D63-TB AL) (6063T6 AL) (6063-T6 AL) (808378 Al) (606378 AL) (8083-T8 AL) FL4a 4' .155' 2.30' 1.488' -ti1.73 9 0.080" 0.830' 0.062° 1.600 0.133" 1.600 0.062" 1.303" •080' 1.870° 1888° .016° I 0.326' 1.974" ---A 4+-3.125" 3.125' 0.062' 244' LA INTERLOCK INTFJ2LOCK 31 136°CORNER 135°FIXED MOUNT O STANDARD STILE 61 HEAVY DUTY STILE O-- O (806376 AL) (8063 TS AL) (808376 AL) {8063 T6 AL) ADAPTFJ2 SCREW COVER (6083T6 AL) (6063-T6 AL) f+--3.879` 3.979' 4.125' 1.05D" 1.0�° (� 1.050' 1 OA75' 0.076' 1.846° 1.645" 0.087 1.304' 289" 617 .485' .045' Fes- 3.25° 046" 0.125"' 0.281° 97 STANDARD ASTRAGAL _HEAVY DUTY ASTRAGAL 68 TOPA30TTOM RAIL 7s GLAZING 80 7/18"GLAZING 81 9/16"GLAZING O O(8063 T6 AL) (�63 T6 AL) O(�83T6 AL) O BUDD(I ,.) O BEAD,FIXED OBEAD (6063-TB AL) PANEL CLIP (6063-T6 AL) (6063-T8 AL) 1.003" 1.03, PRODCT REVISED I ;.r.•., ,, . . 0.767; 0-080"r S Y ¢r • _i G3sY 7dq M 5.621 NBuil�dl�qu�tode"l6 0829 06 a, - `-L � r � � ^-, f r y�p`r f J _ __ "T; P Dgptration,R3 D'1h7/20LO F 106PANEL CLIP (8083T6AL) 1 1498' D 080°498° •Ua irct Co a.. 1 550^ 0.863 t:I, j FMEDPANEL 6.621' 0.708° 123 O y• -.. OREfAINER,7/8' 2.828• ••• • • • • • •• 120 90°INSIDE CORNER ASTRAGAL 0.080°-•^I (6063-TB AL) 119 90`OIASWE YOR11ERAIVI46 i (8063 T6 AL) • (fi083-76 4?• • • • • • FDO=D PANEL Ne 90°CORNER RECEIVER • •• • • • • ••• • :. ;t 1�RETAINER9/18' (6063-T6 AL) • • • • • • • • • - (6D63-TO AL) jl�T•• ••• •• • • • •• /; - • U IONS `t :::;;>,..•,..;.:: R "Tor SAI 370 ALUM.SGD-LM IMPACT • • • • • °�0�r°` �" A LYNN MILLER,RE t0/fate n� 21-A auritlea • ® • sca�•a • NTS 22 +22 PG70130 B PEt 66A16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JOB NAME : sees . .s ,eee.e .se. . 00 0 . . . • sees.0 sees sees.. RESIDENCE • sees.. , sees sees.. sees ee se ..es. 442 NE 103RD ST •••••• 6.69 ••�••' .. .. eese sees.. sees.. as MIAMI SHORES FL ' ' ' ' •"•'• sees.. � . . . :sees: BY - 67 1_111 ^r`T _ /� VISION: 7� ;T O Cc,h,IFLVNCE WITH Ali FEDERAL ® D NOTPARTOF _ V^ u C I�(�"yr l3L-ZS AND REGULATIONS E THIS PERMIT (EGRESS) E D O -j BEDROOM 1O GARAGE O LAUNDRY ye. M NOT PART OF c THIS PERMIT `] •+ a, kx �+,r TWA CL • `' • A• o x 6080 00.00• . .. .., • O BATH FAMILY DINING •• •�y • • KITCHEN y � 6 O ••u•6N •• 60 •6.6•• F L ...6.. (EGRESS) _ `" � +•0• 0 0 0••.•0 CL CL C C g of 0 0 z • • • O BEDROOM NOT PART OF 0 O 0 0 U 090099 00000 0 O SPE THIS PERMIT a• a ••• 6000.0 • FOYER LIVING ti■wit 0 6 0 0 0 • •080 CL CL B � •0• 0 x06060• •• • •is • • • •• BATH (EGRESS) BEDROOM O THI j gE RRMITF B OITY D c A Al BEDROOM VAN 7- B W/C ® A C1 FRONT NOTE: MEAN ROOF HEIGHT : 13'-6" ROOF TYPE : 4 : 12 A (EGRESS) GROUND FLOOR PLAN DATE: 03/17/17 SCALE: 3/16"=1' DWG.BY: M.R.Z. JOB#: 03-2017 4'-2" REVISION: NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. BUILDING NOTE 2:ONLY TIME OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.O.A.DESIGN PRESSURES,AND SIZE ARE PART OF THIS PERMIT.ALL OTHER OPENINGS ARE NOT PART OF THIS CONTINUES PERMIT. NOTE 3:THE MAIN WIND FORCE RESISTING SYSTEM OF THE HE LOADS PO E:BBY THE GLAZING. NO NG,ETC.) ELEVATION E-E SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BUN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4:ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR "E" 74"X 50-519-CAO) Al-37"X 50-5/8"(IQ SERIES"SENTINEL 120"ALUMINUM HORIZONTAL SLIDING SERIFS 238 ALUMINUM CASEMENT WINDOW L.M.L NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. WINDOW-L.M.L N.OA.:15-0512.19 N.O.A.:15-0929.13 ZONE 5:+47.1-63.1 NOTE 6: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT ZONE 4:+47.1-51.1 GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA COMPLIANCE WITH GLAZING:5116"LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:1/8'ANN.GLASS ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. EXTERIOR LITE:1B'ANN.GLASS .090 SAFLEX OR .075"SAFLEX CP OR .090 BUTACITE PVB INTERLAYER 090"SENTRYGLAS OR "G" 'X 34-12"(X0) .090"SAFLEX OR INTERIOR LITE:RB"ANN.GLASS SERIES"SENTINEL 120"ALUMINUM HORIZONTAL SLIDING .090"BUTACITE PVB INI W AYER WINDOW-L.ML INTERIOR LITE:1B"ANN.GLASS ZONE 4:+47.1-31.1 15-0929.13 NOTE :STANDARD MEETING RAIL MAYBE USED W ZONE W " "D" 37"X 38-318"()X) GLAZING:3/16"LAMINATED IMPACT RESISTANT GLASS FOR THIS INSTALLATION. � � SERIES 238 ALUMINUM CASEMENT WINDOW-L.M.L EXTERIOR LITE:1/8"ANN.GLASS N.O.A.:15-0512.19 .075"SAFLEX CP OR ZONE 4:+47.1-51.1 090"SENTRYGLAS OR GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS , •••• EXTERIOR LITE:118"ANN.GLASS .090"BUTACITE PVB INTERLAYER • INTERIOR LITE:1/8"ANN.GLASS .090 SAFLEX OR NOTE :STANDARD MEETING RAIL MAY BE USED FOR THIS INSTALLATION. BUILDING NOT PART OF Trl••Z •••• •••••• QTEBRIORLITTE WE INTERLAYER CONTINUES THIS PF-KNIT •^�7i • . : •. •,..•• .• •• 0000•• ELEVATION C-C • • • 0000• r NOT PART OF "F' 19.1/8'X26" • •0a • • • ' THIS PERMIT SERIES"SENTINEL I10'ALUMINUM SINGLE HUNG WINDOW-L.M.L fU. •• UOT� so •0 .•••- �' ZONE':15-051-51.1 0.O 0000 0000•• ZONE 4:+47.1•SLl J� • • - L GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS •••• 0•0 0•0 EXTERIOR LTTE:1/8"ANN.GLASS - O P-4" O O .075"SAFLEX OR • .090"SAFLEX O O :so:*: R • 0 .090"BUTACITE PVB OR • • • ••00•• .090"SENTRYGLAS INTERLAYER Osseo R TERIOR LITE:I/8"ANN.GLASS • • 0 s • • 0000•• RIGHT ELEVATION •• ••, -0 I"X 4"X 118"X 63"ALUMINUM •• NOT PART OF TUBE MULLIONS BY CGI. BUILDING TFIIS PERMIT CONTINUES O A A 5'41" O(EGRESS) ELEVATION D-D FRONT ELEVATION "B" (2)3V 7-X63. OMASTERA EALS;"X63" N.O.A.:15-0" "" 37 X 50-518(X) "G" EX 34-12"(X0) SERIES 238512.19 ALUMINUM CASEMENT WINDOW-L.M.I. SERIES' "SENTINEL 120"ALUMINUM HORIZONTAL SLIDING "AZONE 4:+47.1.51.1 WINDOW-L.M.I. SERIFS 15- ALUMINUM CASEMENT WINDOW-L.M.I. GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS y ZONE 13.0921-5 N.O.A.:15-0582.19 EXTERIOR LITE:1/8"ANN.GLASSZONE 4:+47.1•31.1 ZONE 4:+47.1-31.1 GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS .090 SAFLEX OR EXTERIOR LITE:1/8"ANN.GLASS EXTERIOR LITE:1/8"ANN.GLASS •090 BUTACITE PVB INTERLAYER .075"SAFLEX CP OR .090 SAFLEX OR INTERIOR LITE:1/8"ANN.GLASS .090"SAFLEX OR .090 BUTACITE PVB INTERLAYER (I)74"X 63"(FIXED XCENTER) DATE: 03/17/17 .090"SENTRYGLAS OR INTERIOR LITE:1/8"ANN.GLASS SERIES"SENTINEL 130"ALUMINUM FIXEDWINDOW-LMI .090"BUTACITE PVB INTERLAYER N.O.A.:15.0413.03 SCALE: 3/16"=1' INTERIOR LITE:1/8"ANN.GLASS ZONE 4:+47.1-51.1 NOTE :STANDARD MEETING RAIL MAY BE USED GLAZING:7/16"LAMINATED IMPACT RESISTANT GLASS DWG.BY: M.R.Z. FOR THIS INSTALLATION. EXTERIOR LITE:3/16"H.S.GLASS .075 SAFLEX CP OR JOB#: 03-2017 .090 SAFLEX OR .090 DUPONT SENTRYGLAS OR .090"DUPONT BUTACITE PVB INTERLAYER 2 Of 3 INTERIOR LITE:3/16"H.S.GLASS NOTE : WINDOW UNITS SHALL BE MULLED TOGETHER USING: I"X 4"X 1/8"X 63" ALUMINUM TUBE MULLIONS BY CGI N.O.A.: 15-0420.08. e � NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2:ONLY THE OPENINGS THAT ARE IDENT071ED WITH THEIR PRODUCTS CONTROL N.OA DESIGN PRESSURES,AND SIZE ARE PART OF THIS PERMIT.ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3:THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCNRE(LE:BIiAMS,COLUMNS,FRAbIING.ETC.) REVISION: SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. "Cl"26.12"X 38-38"(3) NOTE 4:ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44"ABOVE THE FINISHED FLOOR SERIES 238 ALUMINUM CASEMENT WINDOW-L.M.I. N.O.A.:15-0312.19 NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. ZONE 3:+47.1-63.1 NOTE 6: IT IS THE EXCLUSIVE RESPONSIBILITY OF THE WINDOW COMPANY TO PROVIDE PRODUCTS THAT GLAZING:3/16"LAMINATED IMPACT RESISTANT GLASS MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA.COMPLIANCE WITH EXTERIOR LITE:IB°ANN.GLASS .090 SAFLEX OR ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT. .090 BUTACITE PVB INTERLAYER INTERIOR LITE:1/8"ANN.GLASS "C" 26.12"X 38-38"(X) SERIES 238 ALUMINUM CASEMENT WINDOW-L.M.L "D" 37"X 3&38"(X) N.O.A.:13-0512.19 SERMS238 ALUMINUM CASEMENT WINDOW-L.M.I. ZONE 4:+47.1.31.1 N.O.A.:I5-0512.19 "E" 74"X 30.58"(XO) GLAZING:5/I6"LAMINATED IMPACT RESISTANT GLASS ZONE 4:+47.1-31.1 SERIES"SENTINEL 120"ALUMINUM HORIZONTAL SLIDING EXTERIOR LITE:18"ANN.GLASS GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS WINDOW-L.M.I. .090 SAFLEX OR EXTERIOR LITE:18"ANN.GLASS N.O.A.:I5-0929.13 .090 BUTACITE PVB INTERLAYER .090 SAFLEX OR ZONE 4:+47.1-51.1 INTERIOR LITE:I8"ANN.GLASS .090 BUTACITE PVB INTERLAYER GLAZING:5/16"LAMINATED IMPACT RESISTANT GLASS INTERIOR LITE:18"ANN.GLASS EXTERIOR LITE:18"ANN.GLASS .075"SAFLEX CP OR "Al"37-X50-3/8'(X) .090"SAFLEX OR SERIES 238 ALUMINUM CASEMENT WINDOW-LAbLL .090"SENTRYGLAS OR [z.. N.O.A.:13-0312.19 .090"BUTACITE PVB INTERLAYER ZONE 5:+47.1-63.1 INTERIOR LTTE:IB"ANN.GLASS ® Y-2" V Ij GLAZING:3/16"LAMINATED IMPACT RESISTANT GLASS NOTE :STANDARD MEETING RAIL MAYBE USED z EXTERIOR LITE:18"ANN.GLASS FOR THIS INSTALLATION. .090 SAFLEX OR BUILDING W 090 BUTACITE PVB INTERLAYER •A •O •••••• INTERIOR LITE:18"ANN.GLASS CONTINUES C C 1 F' •••• •••••• • • r • ly • • • •• •• •••••• ELEVATION B-B • •• � � /(r q.-y" 3'-2" "CI"26-t2"X 38-38'(X) � � � 7 • : :••••: SERIES 238 ALUMINUM CASEMENT WINDOW-L.M.I. x •E{)•• Q •• •• • *:GoN.O.A.:13-0312.19 O O Cl ZONE 3:+47.6-63.1 �• •• ••••• •••••• GLAZING:3/16'LAMINATED IMPACT RESISTANT GLASS (EGgggg) so (EGRESS) (EGRESS) .�SAFLEX ERIOR LITE:t8"ANN.GLASS • •••• •••••• .090 BUTACITE PVB INTERLAYER •i•••• • • LEFT ELEVATION INTERIOR LITE:18"ANN.GLASS • � • • sees••••• •••.. • BUILDING CONTINUES 2' d I NOT PART OF O OA THIS PERMIT RESE AR ELEVATION "^" SE XRIESS 3 2389 ALUMINUM CASEMENT WINDOW-L.M.L ELEVATION A-A ZONE 13-0312.19 "H" 38"X3&38"(XO) ZONE 4:+47.1-Sl.t SERBS"SENTINEL 120"ALUMINUM HORIZONTAL SLIDING GLAZING:3/16°LAMINATED IMPACT RESISTANT GLASS WINDOW-L.M.L EXTERIOR LITE:18"ANN.GLASS N.O.A.:I5-0929.13 .090 SAFLEX OR "Al"37"X 30.38"AL ZONE 4:+47.1-51.1 .090 BUTACITE PVB INTERLAYER SERIES 15- ALUMINUM CASEMENT WINDOW-L.M.L GLAZING:3/16"LAMINATED IMPACT RESISTANT GLASS - ZONE 5:+47.1.19 INTERIOR LITE:18"ANN.GLASS �I'j;.�, j ZONE 3:+47.1-63.1 EXTERIOR LITE:18"ANN.GLASS .073"SAFLEX CP OR "I" 120"X 60"(APPROVED 2-PANEL CONFIGURATION) EXTERIOR LITE:18"ANN.GLASS GLAZING:ELAMINATED IMPACT RESISTANT GLASS .090"SAFLEX OR SF-RIES SGD-770 ALUMINUM SLIDING GLASS DOOR- XT .090"SENTRYGLAS OR LARGE MISSILE IMPACT RESISTANT. .090 SAFLEX OR .090"BUTACITE PVB INTERLAYER N.O.A.:16-0629.06. '090 BUTACITE PVB INTERLAYER INTERIORLITE:IB"ANN.GLASS ZONE 4:+43.4-47.3 INTERIOR LITE:I8"ANN.GLASS NOTE :STANDARD MEETING RAIL MAYBE USED FOR THIS INSTALLATION. GLAZING:7/16"LAMINATED IMPACT RESISTANT GLASS DATE: 03/17/17 EXTERIOR LITE:3/16"FLS.GLASS SCALE: 3/16"=F .090 SENTRYGLAS INTERLAYER INTERIOR LITE:3/16"1-LS.GLASS DWG.BY: M.R.Z. NOTE 1: 2-12"(MIN.)HIGH SILL RISER IS REQUIRED FOR THIS INSTALLATION. JOB#: 03-2017 NOTE 2: HEAVY DUTY STILE/STANDARD ASTRAGAL OPTION IS REQUIRED FOR THIS INSTALLATION. L31 of 3