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WS-17-1378 Permit`lily} 378 Miami Shores Village , fdt '� 11t)L1fS>fili(tLm 10050 N.E.2nd Avenue NE OiGlc75Slttx7tifl ��tll�t1#3r R@@II Miami Shores,FL 33138 0000 ormit St9tLrfi:' #Pi�Rt� RSA EI3 F Phone: (305)795-2204 Expiration: 11/ /2017 issue Rate:6111201 " Project Address Parcel Number Applicant 12 NE 96 Street 1132060130660 Miami Shores, FL 33138 Block: Lot: CARLA CHUI Owner Information Address Phone Cell CARLA CHUI 1035 NE 99 Street MIAMI SHORES FL 33138-2638 Contractor(s) Phone Cell Phone STORM GUARD IMPACT WINDOW&[ 561 594-1540 Valuation: $ 13,812.00 ( ) (954)465-4879 Total Sq Feet: 0 Type of Work:INSTALL 1 DOOR AND 16 WINDOWS Available Inspections: No of Openings:17 InspectiLAffachment Additional Info: Window Classification:Residential Final Scanning:5 Review BReview B Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $8.40 DBPR Fee Invoice# WS-5-17-64077 $4.05 05/23/2017 Check#:2749 $50.00 $265.50 DCA Fee $4.05 Education Surcharge $2.80 06/01/2017 Check#:2785 $265.50 $0.00 Permit Fee $270.00 Scanning Fee $15.00 Technology Fee $11.20 Total: $315.50 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 all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the abovtractpr tQ do the work stated. l June 01, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 01,2017 1 Miami Shores Village RECEIVED Building Department MAY 23 2017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 ILA BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL PLUMBING ❑ MECHANICAL OPLIBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 12 NE 96 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-0660 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):CARLA CHUI Phone#:786-953-0648 Address: 12 NE 96 ST City. Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Storm Guard Impact Window& Door Phone#: 561-594-1540 Address: 3600 S. Congress Ave Suite A City. Boynton Beach State: FL Zip: 33426 Qualifier Name: Alejandro Jose Ondarza Phone#: State Certification or Registration#: CGC1523239 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$13812.00 Square/linear Footage of Work: Type of Work: ❑ Addition N Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: INSTALL 1 IMPACT DOOR& 16 IMPACT WINDOWS Specify color of color tthru tile: CID Submittal Fee$ 11-' Permit Fee$ �GCCF$ 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. SignatureQ 6 Signature O NE o*AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before^me this day of 20 �by �c day of 20 / ,by (,,q y ka C 4 v/ ,who is personally known to F �r 0160 ho is personally known to me or who has produced i1e)G- asme o ho has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: -�Fr-7 Sign: Sign: Print: Print: •,ocel::4v,'; ZACHARY B.WYNN Seal: ZACHARY B.WYNN Seal: MY COMMISSION#GG 071059 MY COMMISSION#GG 071059 ., ;: cf EXPIRES:February ,2021 EXPIRES:February 19,2021 19 %;03� �;` Bonded Thru Notary Public Underwriters of 14•• Bonded Thru Notary Public Underwriters �• " APPROVED BY b I Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) M -in In AV 'aAff iami hores V illage Building Department R 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensa.tion 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 fall-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: I. 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 liability 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. i? . Signature: TDJ�Wp. State of Florida County of Miami-Dade The foregoing was acknowledge before me this /� day of. M� 20LZ. By 4:�77q x/-A who is personally known to me or has produced as identification. ZACHARY B.WYN N Notary: MY COMMISSION#GG 071059 ell, EXPIRES:February 19,2021 SEAL: Bonded Tru Notary Public Underwriters rs I /E-3 0 ®e Impact endow MIND & Door. 3600 South Congress Ave.Suite A Boynton Beach, FL 33426 Date: 4/21/17 F State of County of AA/ut A5*C Before me the day personally appeared A64 )q'1fd,11,a, 04 4 y29 who being duty sworn, deposes and says: That he will be the only person working on the project located at: /.� 11/, 5. q16 S�i�Ca Sworn to (or affirmed) and subscribed before me this l.6 day of AJq . 201Z By az 1 Personally Know t ime of Notary ZACHARY B.WYNN MY COMMISSION#GG 071059 EXPIRES:February 19,2021 Bonded Thru Notary Public Underwiters OR Miami Shores Village Building Department •..o ,os„ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 '�Oni „��° Tel: (305)795.2204 ��COR1D� Fax:(305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Si re Date Print Name • , 40�c�- 0t 0aint eJUST THE FACTSaeb 01 oin lnplct ppx 1300*330>MDWe ontheont.LPleasarowmae ison 6 LtannOond�•etMridordo.80oorlge0ra�aadappep0o CPullift"CiftmP tocmleetemprovide hdamro4anand0iebest Pr•dw•bwml�erotkrod 11vrfMvndatl�um>dtmd • OneeOrtuena�dmomGamMlmtllh•brrJtlYpotpachM•aidvemm��lotls � ' � ��'�'�1�m .�+1e°hN.s'31'+PPier•lendm• ooamrmtora��Twpbr1Dy01rixtaMlelYouWgwrdm116nayar d•4vttort•wp••odnmav product. to mare wdUdna3 haml5refmma:laeaarnupSe&f 1.46 d docs w•Y dop1n0 Om the&w f}aes and malow Pickup. INFORMATIONCUSTOMER 4 inswasontinmbapPrmt5totoweebaserw mdayouamUft /1 t�nA P•A+ems.th dodgy doesnY stmt tiddng onN yowban fs�pewad. CustcmerName (r�(J= s'�m•rmteIIaeedtod®ngetheseW�res YYecooatholea quarealwanyinstalaflundalmDrfdofJe sontetmlassicllatnlrka4eakdosows- im e!c Home Phone Numbs ( ) 7�,' —9S'"3—OG�� t�aheaaea6ttds,avanappename�ytua�ots Job Address Street: p ksteYddlIsuen�dfareasatsoihattlentroealFtaonthedaydyuw /;;i, NE / ,v S%� wawmgb*mlawymfaS=aadltalwhwnnW %use weaoerrapats m m g&a dua to our ktsW=lshg powatoob,so 6 may rml City:1ffAw41 S bem*9aI1D"Amosa.46amyboeoe&Ad.eya,4U,Rrrmveaeahadaryour lao1ededtmeot maybemngerthmwhatbw Mmonthacw&acL $tate Zip: 33/3P spodelaamraerrsmeyaddtotl�timatrmre 8ft9Address Street LTO Ofhsta5atron-lkrekmresaebased onthe Sin areltheofeach nspaatrieadunteyemso wwommast eat the b6l8nanl15b081 il1a City: S � 64hv1 aWand ofdrel.Thahead kstalierwsdoawetkaraald with you pdorm�waktoassessartye*trgdmrtage, ,amyWW* State: Zip: C omidboa9eftAtydeoormbuclla,.HeisaaatlaUeloa;wmaMgLT M YoumayImreatsetW-Tteb a<14staaabalsomWwtodoaPwttrMec- Mr.Can { ) 78G—W- =7r3 rmnwhen mapbisoanpated.wawaaywmrnakasmanatwama dedyaur Mr.Workaddressed .sogoovatle�rvmYrY•.8nlaebmgntdrtgdtal�smhe ( ) ,hewill beabbtotftcare ofit,orensxetothe r gpartsma repamdmdarmored.Yarf edtmispayablefycmkdeck,moosorder Mr.Email ortfe2cmd.0youare ushvourra�pa mnawmpl 81lpmayneed to be siped.Yee bStallerwr9 reef to cased at ftend of thelobbased on M1sJMs Cell ( ) 7pL—9S'Z—oe.ypMwA,I al0 Mrs/Ms.Work ( ) 64 0 YOU nll haft is dbystamGuard Wpdwamaaaoowkr_ Mrs./Ms.Email wnl�totseyar .They ndcmryguauaatas. C.4QIVo �,*eY.,,�,�y e. a artdpe� aeafemcaaaraway from the amdw"the LGL kt�lersuse po HOMEOWNER Web adwedontward a twetINFORMATION - COMPLETED) ar we a WN Tfor repmMILfirseneudmlw�,wegot idYoe Youss 13Condo MHC 11 awmrmaayyauttthtatmpperealtestadoftheph. Historical District: ❑Yes , o YewBuik ND :a� rt�ssmyM>tf M elespe eryMw �., ary oder Homeowners *F4 nd relrrt all perm is and to provide the flare poroma AAssoclatlon OYes Ap oardassist�lntesr6rtlssiatoftheappB�ttotl*fm vnfty Name 12 ae -.,... gyour ante. hmn m'adWkWaw' or Management Company will the frmc0 to get You your loan approved andsane5nestieterm will Company Rhone: duge.The�\ wMh*WMthe � awyaw kpad WrodowaDoetnc,face dam,swornGuard= ;Mdepmtr�ramd/oryorrmprwawIDe>�aintfem ' • • • • -- Y— a pros, s d fall on yar ,Our Imiallers do deirbest to avdd dmr�ng yorilow- trw%led mdM hid somelirm b does happen,Please he mg. Job total $ !3 CIF do 4 rm�we . d amafarmas vm leave on propeny.we -- 50%Down Payment$ 906 C hWerafl t � ersamnotwtrt a sailes repsor 40%Payable on Product Delivery$ .. •.. 10%Balance dueWupon final Inspection $ 3 . 2o_ 15 fo_WOdon rep]=Udtnoerstoma= ywwhbmv pw G aes We befterforfterwmwatt.These Fans amavaHabletorRd% #you =dd Metoadd f=to yeurwak order. is CashrrGinnowsers..-we arryPdn'treor tsiare�tg Smnemrus pie aeadviallr Vkwill repaethei tcoatofandoralsaidwmeou.Yal Yudeevsadaeaar,aspl�sprmmdm0earemeaco�wicesmbec�, h¢vetodosalretouduuppainb9md�idsfambtgaftawefat�u. tj Gfab....ilyouaderedfapewadowsthe patterns will hellewneasvdetymu 7Card#: anyarWorkord�Pl�maleswe ftisitepatlemill want 21 Ci ❑Visa DMaster Card t srro - std ar widmsswmmw eahlWN-.Weaskftatyoum=vaakyarwmdmtleanarbplatoymr t Card: 6 A M am beQtg r�Ced wig need at least 3 fees of dearmce In•ide C�furmrITOWSrstomomWedonotlawdownambWdanybbWsordraperies.Mast brffbwill fdafter The new*d sare1m;Wm,budgeIsnot Exp.Date: CPU Code: Yfpkerfl rd do not rrotoeAIC wits wIDf"', �7 Your final check is your receipt Alarm s-will not be racm uldei We%&Is m t wkwk--posed sd yar W_ rpffWW WE need tooaneadaWFeCormedthem Asyou not be aatmm tcw�kon�lams. lu dl1edEUMS01mype4WIled0mid Itwirre*edampy. ' t �artmryaderbmnediate�.HI rb�rotmusivayar au wnhm24 Haas ted tree to call ny r BJWfR�SSwFff> FU2138111251229 rMurftqnedftre nas3G, � "f" LEAD SAFE PAINT PRACTICES Uweharebya*mwiedge tofaco of o�a�awrm mwuwm.meemam meamw o rams `fe `w�a tllepamptdet,°RetmtateFlighd:ImpmlantL�iHazard lntormation PY child_ �omsa o-oegaoemnemea was reu.mroama��mm�m aQw�m®ro�r.�sn pray dr�a�wmsemwa�oan�a�cmseamgsmioar�sam�aw�mau�mecaaa�eeasturweamwramoaeeoeoa®m�aoao�o ogmao�amntmrer�aemm�mmammm artldtsdlY*W,h4o�me/usofthe potential mfrantobe perlonned mmy/anomie VvMreceivadfftisparnpfdetbefaethe •aam•svmen�a� . ry.w u.�maareeamemms�m+gramacxtmsr wrode ' ]nit - { �c:e✓F•C � - - i _ ❑Customer elects reduced Option f Pe V—Pa.wme Location EXT: warranty ptio or a term of_gears. Scanned by CamScanner Prepared by: Jamie Tarich,Esq. The Tarich Law Firm,P.A. 19495 Biscayne Boulevard,Suite 606 Aventuta,FL 33180 Parcel Identification Number. 11-3206-013-0660 WARRANTY DEED This indenture made on.276 day of March,2017,by Chimi Group Investment,LLC,a Florida limited liability company, whose address is 235 SE 29th Terrace, Unit 10 Homestead, FL 33033 & GDS Holdings Group LLC, a Florida limited liability company, whose address is 11053 NW 4e Street, Sunrise, FL 33351, hereinafter jointly called the "Grantor", to Carla Chuff, a married woman, and her daughter, Valentina Verdi a minor child, as Joint Tenants with Rights of Survivorship, in fee simple with a life estate to Carla Chuff,a married woman,whose address is 12 NE 96th Street,Miami Shores,FL 33150;hereinafter called the"Grantee". Witnesseth, that the Grantor, for and in consideration of the sum of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land legally described, to-wit: Lots 10 and 11, Block 5, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the PIat thereof,recorded in Plat Book 10,Page(s)70,of the Public Records of Miami-Dade County,Florida. together with all tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining to have and to hold the same in fee simple forever. And the Grantor hereby covenants that the Grantor is fully vested of said land in fee simple and Grantor will defend the same against the lawful claims of all persons whomsoever, subject to taxes for 2017 and subsequent years. SIGNATURE AND NOTARY ON NEXT PAGE In Witness Whereof,the said Grantor has caused this instrument to be executed in its name,the day and year first above written Witness 1 Sign: Chimi Group Inv ents,LLC, a Florida limited liability comp Print Name: �C �tet Sign. (SEAL) By:Jorge Sosa7, 9 Witness 2 Sign: ,�? Print Name: STATE of FLORIDA COUN'T'Y of MIAMI DADE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED before me on the 2Q day of March,2017,by Jorge E. Sosa,as Manager of Chimi Group Investments,LLC,a Florida limited liability company, who is/are personally Imowri to`me or who has/have produced a valid driver's license as identification. o,►a °&.c ANNAE.ALAWEDA (SEAL) 2 :• •• MY( 14s&%#FF M3418 S%g is * * FXPiREs:s�tem�r 12�t7 NOT TE OF FLORIDA y ,gNrY1 In Witness Whereof,the said Grantor has caused this instrument to be executed in its name,the day and year first above written. Witness 1 Sign: GDS Holdings Group LLC,a Florida limited liability company Print Name: it" Sign: (SEAL) Witness 2 Sign: QH1 By Ory Sands,Manager Print Name: Q�'n1rn� STATE of FLORIDA COUNTY of MIA T-DADE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED before me on the 27 day of March, 2017, by Gregory Sands as Manager of GDS Holdings Group LLC.,.a Florida limited liability company,.who is/are personally known to me or who has/have produced a valid driver's license as identification. (SEAL) Sigrit n ANNA E.ALAMEDA *-MY- sSJ0N#FM.18 NOT UB TE OF FLORIDA 1Z.2017 -_ '1 r4- ,&O ftM Thru Budget Notary Swaes Page jof 1 Name: Chu!-Carla J N b 1 ZU17 2,timpact Address: 12 N.E.96 Street, Miami Shores FL 33138 BY: Window & Door_ Mean Roof Height 15 Building Width 50 Building Length 50 Office: 561-594-1540 Fax: 561-249-2302 Type of Structure Single Family House # Size Product Approval# 1 55 X 50 Impact HR 15-0929.13 2 18 X 29 Impact FIXED 15-0413.03 CAR1r 3 19 X 27 Impact SH 15-0512.10 13 , 4 37 X 63 Impact FIXED 15-0413.03 J5 23 X 64 Impact FIXED 15-0413.03 SMESS BEDROOM MOMaana 6 19 X 63 Impact FIXED 15-0413.03 FAMBY ROOM WCH€a 7 55 X 63 Impact HR 15-0929.13 8 55 X 63 Impact HR 15-0929.13 09 36 X 25 Impact HR 15-0929.13 18 0 N 10 19 X 26 Impact SH 15-0512.10 EGMS °tNrNGRMM11 31 X 79 Impact Door 14-1015.04 WomBEDROOM LIVING ROOM � 12 73 X 63 Impact HR 15-0929.13 13 19 X 26 Impact SH 15-0512.10 �-'-� 14 37 X 51 impactOlke- 15-0929.13 15 37 X Sj• *:impact rete' 15-0929, BEDROOM 16 56 X Impact RIR 15-092913 OGMSSOOOR EGMS SAM R17 37 X 59.• wt Impact •• 15- 13 WIND= vv� `� - 18 14 X •• :.Imp F�(��' 15-d��68 i �Jlinml Shores Village L . ..... BY DATE •• tj JHJI CTTO COMPLIANCE WITH ALL FEDERAL n' Aril)Cni NTY RULES AND REGULATIONS 08/17/2016-11:11am RECEPTION VAPro)eds\2014-MPSVIDO Wind CharWLReferertw%00-MPS14300 Series C&C(Currant)JeR.dwg St' ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH 5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE S PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 _ Mean DESIGN PRESSURES(PSF)-ZONE S INSTRUCTIONS FOR TABLE USE: Roof Tribute Area( Ft - ---- _ Roof Tribute Area Ft 1.TABLES ARE INTENDED TO 7IlE;4YORST CASE'PRESSURES.'WORST CASE'IS IB 10 ]5 20 25 30 35 40 45 50 DEFINED AS THE CoCBtN_I4NOWN VARIABLE AS DESCRIBED BELOW. H�Bht 10 15 20 25 '.9�,. USE OF CRITICAL CO FQR THESE TABLES. Heigm 33.4 32.4 31.6 -411 -40.6 '3 - 0-15 k -53.6 -51.5 -50.0 -48.9 -47.9 37.1 36.4 358 351 USE OF CRS VALID O ROOF HE SE T A LES. ED ABOVE. +40.1 +39.0 +38.2 +37.7 +37.2 + +40.1 +39.0 +38.2 +37.7 +37.2 +368 +36.4 +36.1 +359 3 TABLES VALID L R APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°S NEER AS A SITE SPECIFIC CONDITION. 16 h �'0 -43.0 -42z -4L6 +11.1 7^ _ 1 16 ft -S2z -50.7 -49.5 -08.6 -47.7 -47.0 -46.4 d5.9 4,IDENTIFY THE A �R F HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +395 +38.8 +38.2 +37.7 + ,31 +3. 8.: +40.6 +395 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDENTIFI -44.6 -43.5 -42.8 32.2 -41.7 31 3 -5S.1 -52.9 -51.4 -50.2 -49.2 -48.4 -47.6 -47.0 -46S 5.ALWAYS ROUND - __ VALUE OR CONSERVATIVE ASSUMPTION. 17 ft OR +41.1 +40.0 +39.3 +38.7 +38.2 +378 +37.4- -+368 17 ft +41.1 +40.0 +39.3 +38.7 +38.2 +37,8 +37.4 +37.1 +368 THE SPAN NGTH(HEIGHT)Ml1L •'BY ANE E COP ING IN FFECTIVE WIDTHOTHAT NEEEDD NOT LESS -45.1 -44.0 -43.3 -42.7 -42.2 -41.8 -41.4 31.1 308 -55.7 -53.5 -52.0 -50.8 -49.8 -48.9 381 -47.6 -47.0 Tw+N ONE-THIRD THE SPAN LENGTH(HEIGHT 1/3).USE THE AREA BETWEEN STRUCTURAL 18 ft +41.6 +40.5 +39.7 +39.1 +38,6 +381 +37.9 +37.5 +37.3 laft +41.6 +40.5 +39,7 +39.1 +38.6 +38,2 +37.9 +37.5 +37.3 OPENINGS AR EA OF ANOOPEN NG CANNOT BE INLY-THIS INCLUDES DENTIFIED,BETWEEN MOST CRITICAL 0 SQUARE FEET)SHALL 1911 -45.7 34.6 33.8 -43.2 32.7 -42.2 -41.9 31.S -41,3 19 ft -56.4 -54.1 -S2.6 -51.4 -50.4 39S -48.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LFSSER TABLE VALUE.FOR LARGER +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +3&0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE S)PER 20 ft 36'2 -45.0 341 33.6 331 32.1 3L3 3L0 31.7 20 ft -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 -493 -48.7 -081 THE FIGURE OR INFORMATION BY OTHERS. ANY QUES'T'IONABLE OPENING IS TO BE +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +3&7 +38.4 +38.1 +42.6 +41.4 +40.6 +40.0 +39.S +39.1 +38.7 +3&4 +38.1 CONSIDERED THE MORE CRTTICAL(EXTERIOR)ZONE. 21ft 36'6 35.5 -44.7 34.1 33.6 33.1 328 32.4 32-1 21 ft -37.6 -55.3 -53.7 -52._4_ -SIA -4&8 -49.2 38.6 8'READ OFF IN ACC E AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNIC[PALTTY IN ACCORDANCE WITH CODE. +43.0 +41.9 +41.1 +40.4 +399 +39.5 +39.1 +388 +38.5 +43,0 +41.9 +41.1 39 t". +385 9.FOR SITUATIONS THAT REQUIRE Kd-1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft 37.1 ASS 35.1 -44.5 -44.0 33.6 33.2 32.8 32.6 22 ft -S8.1 -55.8 -S41 - _ _ ,§ 1^'6 39.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.4 +42.3 +41.5 +40.8 +403 +39.9 +39,5 +39.2 +38.9 +43,4 +423 +41.5 I?'•2 +38.9 GENERAL NOTES: 37.3 36.4 35.6 -449 -44.4 34.0 33.6 33.3 33.0 -58.7 -56A -54.7 5 .1 39.5 TABLES ARE TO IGN 23ft +43.8 +42.7 +418 +41.2 +40.7 +403 +39.9 +39,5 +391 23 ft +43.8 +42.7 +418 +d,2' -_.- iA0.3". # +39z METHODOLOGY"PER BASCE E710 SECTIOIN CONFORMANCE4.1 AN CHAPTER 0 PART ST I O 3,USING THE 3&0 368 36.0 35.3 34.8 34.4 -44.0 33.6 333 -591 -569 -551 -5. - a '2 - :6 -50.0 CRTTERIA AS OUTLINED HEWN. 24ft +441 +43.1 +421 +41.6 +41.1 +40.6 +401 +39.9 +39.6 24 ft +441 M3.1 +421 +41.6 +411 -=s40z +399 +39,6 2•DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACIU IES OR ASSEMBLY 23 R -46.4 37.2 36.4 35.7 3S1 34.7 -44A -44.0 33.7 25 R -S9.7 -57.4 -55.7 -54.4 -533 -S2S -51.7 -51.0 -50.4 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt-1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES +44.6 +43.4 M2.6 M1.9 +41.4 +41.0 +40.6 +401 +39.9 +44.6 M3.4 +42.6 +419 +41.4 +41.0 +40.6 +401 +39.9 NOT VAUD FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpl-+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 26 ft 38'8 37'6 36.8 36.1 35.6 35.1 -44.7 -44.4 -44.1 26 ft -60.2 -S78 -56.2 -54.9 -53.8 -329 -52.1 -SIA -508 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +45.0 +438 *42.9 +423 +418 +41.3 +40.9 +40.6 +40.3 +45.0 +43.8 +42.9 +42.3 +418 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 27 k 391 38.0 37.1 36S 35.9 -455 35.1 -44.7 -44.4 27 ft -60.7 -5&3 -56.6 -553 -541 -533 -52.5 -51.8 -511 3.THESE CHARTS ARE NOT VAUD AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VAUD WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 +43.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 39.5 -48.3 375 368 36.3 35.8 35.4 -44.8- -51.2 -58.8 -57.0 -S5J -54.6 -53.7 -52.9 -52.2 -51.6 USE OF THESE TABLES AND CO ING WIND VELOCTTY,EXPOSURE,AND OTHER 28 ft - -26 R COEFFICIENTS LISTE_LiEREEN AT-ED_AND VERIFIED BY THE GOVERNING +45.7 +"S +43.6 +43.0 4-42.0 -443: +45.7 +445 +43.6 +43.0 +42.4 142.0 +41.6 +41.2 +40.9 BUILDING DEPARTM ARRANTY FOR APPUCABILTIY OF TABLE 39.9 3&7 37.8 37.2 36.6 - -,1 -61.6 -59z -575 -56.1 -55.0 -54.1 -S33 -52.6 -52.0 VALUE USE IS OFFE _ 29 ft +46.0 +448 +439 +433 +42.7 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +41.5 +411 S.THIS SPECIFICA ANY PRODUCT APPROVED CERTIFICATION. R T - TTTED TEST CRITERIA AND OTHER -SO3 39,0 381 -47-5 37.0 7 \ -62.1 -S9.6 -57.9 -565 -55.4 -545 -S3J -53.0 -S2.4 APPROVALS FOR D ON TION AND APPLICABILITY OF THESE TABLE 30 ft +46.31+45.1 +44.3 +43.6 +43.0 30 k +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +418 +41.5 VALUES WHICH IS Q 1 CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL ORDINANCES. 32 k -51.0 39J -48.8 -481 37.6 3. - -�,:0 -"-32 ft '62'9 -60.4 -58,7 -573 -561 -55.3 -S4A -53.7 -S3.1 7.NO CER77FICATIO OF THE HOST STRUCTURE. +47.0 +45.7 +44.9 +441 +43.6 +43.2 +4tT 2.1 +47.0 +4S.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42A +42.1 S.EXCEPT AS EXPRESSLY P N,NO ADDTTIONAL CERTIFICATIONS OR 35ft -51.9 -SOJ 39.8 39.1 3&S 38.0 37.6 371 -46.9 35 ft -64.1 51.6 -59.8 -SBA -573 -563 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. +47.9 +46.6 +45.7 +45.0 +445 +44.0 +43.6 +431 +42.9 +47.9 +46.6 +45.7 +45.0 +445 +44.0 +43.6 +43.2 +42.9 a-10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -S3.4 -52.1 -51.2 -50.5 39.9 -49A 39.0 -48.6 383 55.9 -63.3 -61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft +491 +47.9 +47.0 +46.3 +45.7 1451 +448 M4.4 +44.1 40 ft +491 +47.9 +47.0 +463 +45J +451 +44.8 +44.4 +44.1 DIMENSION OR 3FT(1m).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 45ft -54'9 -53.4 -52.5 -S3.7 -51.1 -50.6 -50.2 398 395 4Sft 57.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.S -57.7 -57.0 EAVE HEIGHT +S0,5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +455 +45.2 +50.5 +49,1 +481 +47.5 +46.9 +46.4 +45.9 +45.5 +451 a a ROOF -56.0 -S4.6 -53.7 -529 -52.3 -51.8 -51.3 -So9 -50.6 59.1 56.4 -64.4 53.0 51.7 -60.7 -598 -59.0 -S8.3 HEIGHT ft +51.6 +50.2 +4 +4.9 +47A +47. .6 .2 50 k +51.6 +50.2 +49.3 +485 +47.9 +47A +47.0 +46.6 +46.2 O -57.1 -5S.7 64.7 -54.0 -5 4 5249 482.0 -92.0 -51.6 -70.5 57.7 -65.8 541 -63.0 51.9 51.0 50.2 -59.S 4' 55 ft +52.7 +51.3 3 +49 .g 1-06.4 7, 7.5 7.1 55 R +52.7 +513 +50.3 +49S +48.9 +48.4 +47.9 +47.5 +47.1 -S81 -56.8 -558• -55.0 -543 5310 •53.; -62.9 -5&.6 -718 -69.0 57.0 55.4 -64.1 -631 52.1 513 -60.6 a ©Q 60ft +53.6 +52.2 4512 +9A +49A 93 +48.d +f8.4 4948.0 60k +53.6 +52.2 +51.2 +50.4 +49.8 M93 +48.s +46.4,+48-01 WALL ZONE FIGURES �� IS M C S REMARKS DR3NN CHKD DATE � ac o DQTISSUE Gss TSB 03/05/12 5TH ED. FLORIDA BUILDING CODE ENGINEERING o m 3 ADDU ° s TIT-0 /&z (2014) ExPREss® 00 frrx •• REV 2014 FBC• OGM TSB 06!10/}5 z° • !9w- ASCE 7-10,CHAPTER 30 conPouArermrce, - °z W z BE 160 SW 12th AVENUE, SUITE 106 '" iOz W• - • ••• ••• DESIGN LOADS FOR COMPONENTS&CLADDING = 2 � MASTER PLAN SHEET DEERFIELD BEACH, 33442 TNBoocuL¢Nr� NDa�ERtNaE�REas nfrPROPemoFe , P:(954)354.O660 F.(954)4)354-0443 4 MID SHALL NDTBE REPRODUCED IN WHOLE OR PARTWrniWT CERT OF AUTH 1119885 wNrtENcoKlm ENaD DE 'uTERAtror>s' E:HELLO@ENGINEERINGEXPRESS.COM ° F--a d 4lDDIftl1NIS,IXtOI!&R*IARII�ItT.RbDOQUAIEMAH�NOT ASCE 7-1 O o PENATOAND RVAL&ATT�DEAMCAT�K ENGINEERINGEXPRESS.COM m ••• • • • ••• • • M IAM PDADE MIAMI-DADE COUNTY LYMMAUM PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidede.gov/economy CGI Windows&Doors,Inc. 10100 N.W.251 Street Miami,F1.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Veto ' e one. DESCRIPTION eities"160 Sentinel"Aluminum Outswing glazed Doors w/wo Sidelites- APPROVAL DOCUMENT:Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RA G:Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheets 1&2,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement ofqM4bVroduct, for sales,advertising or any other purposes shall automatically terminate this NOA.Failute tq eQmply wMany ••••;• section of this NOA shall be cause for termination and removal of NOA. ' "' ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Cour ••ease •••4aand foll wed b tlre••• ty,F1v , Q y. expiration date maybe displayed in advertising literature. If any portion of the NOA is,displayed,.then.it shaltM done in its entirety. 000000 '• ' " - 09.00• INSPECTION:A copy of this entire NOA shall be provided to the user by the manufae4lf?8$its distlibutors and"" 09 as shall be available for inspection at the job site at the request of the Building Official. • This NOA revises#13-0226.06 consists of this page 1 and evidence pages E-1&E-2,as ja+el�al apprgval document.•„• mentioned above. •••• • The submitted documentation was reviewed by Ishaq I.Chanda,P.E. •• • NOA:14-1015.04rruaruoAot CorJNTY Expiration Date: A2018 Approval Date: A2015agc 1 CGI Windows&Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of I 1 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file#13-0226.06) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF,sill S-I only) 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 24113.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida,Inc.,Test Report No.ATLSF-1.218.01-12 dated 02/11/2013,signed and sealed by Henry Hatem,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab.,Test Report No. CTLA 3056WC(sample#3) dated 04/16/2015, signed and sealed by Ramesh Patel,P.E C. CALCULATIONS 1. chor ve ' cation calculations and structural analysis, complying with FBC-2 4(5�" Edition),p pared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and las vised n UG 04,2 15, signed and sealed by Javad Ahmad,P.E. 2. Gla ' plies w/ASTIvIE-1300-02,-04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for.their "DuPont Sentry Glass 0 Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc.for "Saflex clear&color glass interlayer",expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)•forpner Solutia Inc. for "Saflex CP-Saflex&Saflex HP composite interlayer w/PET coY;rpiring.op .. 12/11/18. see • F. STATEMENTS ' 1. Statement letter of conformance to FBC 2014(5a`Edition)and letter otlxo fmancW interest, V`: prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed by3avad Ahr wl,P.E�•••• 2. Lab compliance and addendum letters, as part of the above referencc(rfC '. !,Ports• . : ... .. . . .. ...... G. OTHER • 1. This file NOA revises#13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12116/14&#12-0553, dated 04/21112-ipproved by RER...... 00 L Ishay I.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-1 37-1/4' 72' '0 DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDSA7j 2 ANCHORS SEE CHART FOR QUANTITY ANCHOR CHART » 8'MAX. 3• TYPE'A'. 'B'OR'C' b" SILL 3' 6' 3' ANCHOR TYPE fi /SIL Z HEAD/SILL AT STILE ENDS CORNSHIM 'A' '8' CORNERS p _ A 1/4' 4 + 4 I 1 L"', I 3/8' a 8 8 ppm{ I 1\ 1/2' 7 7 - fu if Ii.N MWXrREVISED li ap c,� ip '�i 1 F,i io eo LOCK OPTIONS 1 -- I�� r NHfhFbrlb is SEE SHEET 94 Ift-16 a W o r If Q W q W C IIi'ZOIPa n m 11 7 1 11 e 11 \ II IIf i�• II l b�n, ; m f/7 n I \ 1 0 �- az� SERIES SENTINEL 180 A�KE II 1 j= ALUMINUM OUTSWING DOOR W/ SIDELITESs L APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS 9 M �--- - B WITH OR WD'HOUT SIDELITES. ziSIDE UTE$ CAN BE ON ONE OR BOTH SIDES OF DOOR. Z SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. o 23 ° 23 1/2" 23 1/2' SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. D.L. . 2 ANCHORS D.L OPG. D.L.OPO. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. U 1YPE'B 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY STILE ENDS TYPE'B' FALSE MUNRNS AT STILE ENDS MAY BE USED CHARTS WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( X ) ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). DOR OPTIONS 1BY OR 2BY WOOD SUCKS BY OTHERS, MUST 13E ANCHORED PROPERLY TO o g P w TRANSFER LOADS TO THE STRUCTURE. DOORS LOAD CAPACITY-PSF DOORS LOAD CAPACITY-PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS SINGLE DOORS (X) DOUBLE(MO EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. $ DOOR DIMS. LAM. or INSUL-LPJID�;06ESS DOOR DIMS. LAM, or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME "� FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL ii nam n WIDTH Wwri FRAME OEX, �r� EXT.(.) IM.(-) c m HoomWIDTH WIDTH HEIGHT A LOADDURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 2W • 72" 35' 88' 80 80 •1WAERWLS INCLUDING SLIT NOi LIMITED TO METAL SCREWS,THAT COME INTO•• INTE• • • CONTACT WITH OTHER DISSIMILAR MATERIALS HALL MEET THE REQUIREMENTS •• ••• LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG.CODE. n Y NOTE: Eogr JAMAD MLAHIM " FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS. FIA PE 111 • 70382 ••• s ••• PERI005 OF HURRICANE WARNING. c • • • • • • • • • D.L.O. HEIGHT - FRAME HEIGHT - 12.875" ) d •• i • •• •• • ••• i : D.L .O. WIDTH (X DOORS) FRAME WIDTH - 13.75" NOTE: 2D15 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 l AUG GLASS CAPACITIN ON 4P SHEE} ARE• • • • • drawing no. BASED ON AST BUILDING CD9 (3 SCOMMISSION EC.•GUS}S) 000 • AND FLORIDA BUILDING DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W13-01 DECLARATORY STATEMENT DCA05—DEC-219 SHUTTERS ARE NOT REQUIRED. sheat 1 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M_ 37-1/4' 72' Z DOOR FRAME WIDTH DOOR FRAME DTH HEMI QUANTITY CHART NCHORS AT STME ENDS WIJ7d' 2 ANCHORS 6'MAX, SEE CHART FOR QUANTRY 8'MAX.HEAD/SRS 3' AT STILE ENDS R C HEAD/SILL Mi 'A' '9'ANCHOR TYPE e a COR ERS /, I_ CORNERS A -- SH 'C' a "II 1/4' 4 4 4 1 1 1 3/B' B 6 8 pFF 7 7 V y n ___AL1 I / \.AL_ W g C 7- 1W/ a LOCK aPnons i %�•, o SEE SHEET 9 m o NE _- fl=I OI PRODUCCREVISED in F cq LJ �MD/ 'O N II I 11 II N3¢ 1 O M1 I 1 I ACTIVE ACTIVE O 231/2' 'O $ 23 1/2' 23 1/2' g D.L. OPG. 2 ANCHORS O.L. OPG. D.L.OPO. .B. 4 ANCHORS SURFACE APPLIED ATS 5 TYPE'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEYATION FOR 3 HINGE DOOR12d ( X) ( KK ) NOTE: SEE SHEET 1 FOR DOOR CA?ACMFS •• ••• • • • • • •• omffil�pYE • • •• • • • • • • •• • • • • ••• • n •• ••• •• • • • •• Engr.JAYAO AHMAD r e CML fQ FCAPE 92 39387.8 O �•+ • • • 00. • • • • • • •• • •• • • drawing no. ••• • ••• • ••• . W13-01 VAO sMet 2 of 11 . . . . . . . . . . . •• •• . . . •• .. ... . . . ... . . 144'4AX. 0 37 1/8' 36" 72' 36" SEE CHART FOR OUANTRY SIDELITE WIDTH SIOEITTE WIDTH DOOR FRAME WIDTH SIDELITE 911DREAD ANCHORS Z j 8'MAX. B"AIAX. 3" 8' 3' AT STILE kk MULLION ENDS L114 UANTITY cum F CORNERS F � F A _ - ANCHOR TYPE p 1 1 1 'K 4 4 4 7 7 - / ii C lir= DESIGN LOAD CAPACITY -PSF DOOR DOOR DOOR DOOR �� w FRAME SIDEUTE SIDEUTE FRAME S0IEURE FRAME SIDELITE FRAME DOOR A. o SIDEUTE LEAF FRAME SEM TO DOOR MUTA30N WIDTH WIDTH WIDTH _ WIDTH WIDTH WIDTH WIDTH WIDTH �Y WIDTH WIDTH HEIGHT (SEE NOTE BELOW) Z i INCHES INCHES INCHES EXT.(+) INT.(-) 24 80.0 80.0 C / H H / H C 30 80.0 80.0 J3 3S 84 80.0 80.0 tl /%i ` /% % / \ 38 80.0 80.0 37-1/8 77.8 77.8 39 73.8 73J8 \\ V p }� 42 88.8 88.8 24 80.0 80.0 40 30 80.0 80.0 ( ) (xox)` a� 33 35 90 80.0 80.0 ( QQ 1 c 38 80.0 80.0 W zt� @$. 37-1/8 77,8 77.8 SIOELITE DOOR FRAME SIDEUTE DOOR FRAME SIDELITE Y{ 39 73.8 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH a 24 80.0 80.0 36 98 80.0 80.0 33 80.0 80.0 38 80.0 80.0 i i• 37-I s 77.6 77.8 _ % / j pF N h MUWON� J(XXO DOOR STILE ' (OXXO) 1RgDUCPRBVISR.D d 3,M 1 M m END ANCHORS END ANCHORS O O SEE SHEET 3 SEE SHEET 1 `ft&Pbbq wpb&1 md" Z Z A-PnweW y-loti•DK 30- LyAaNan Date r 1 A 1 14 5 G i- nttC k ILEAF WIDTH P SIDELITE WIDTH DOOR FRAME WIDTH $$ SB4GLE )37'MAx. o,� DOUBLE XIQ 72'MAX. cg u SEDELITE TO DOOR z INSTRUCTOWS.•• • • • • . •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE I !11&. SE CHARTS tS! 1&. BASED ON ASTM E1300-09 (3 SEC. GUSTS) a m m �II,�� AND FLORIDA BUILDING COMMISSION 1. SELECT S%6LE OIN1.81 D:-4 CAOM jkC41& •• DECLARATORY STATEMENT DCA05-DEC-219 n 4 TABLES* S�t•• •• • • • •• 'T e 2. SELECT LOWER OF SMEMULLIONFTE TO DOOR MULLION JAVAD V Q CAPACITY FROM TABLE ABOVE. CML 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY SCAN'35392 c �• TO ENTIRE MTIM. • ••• • • y • • • • • • •• • • • •• • • • • • • ��n•- drawing no. ..• . ••• • ••• • W13-01 • sheet 4 of 11 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • z 3 h p �nQ 3/18'TEMPERED GLASS 3/8'AIR SPACE 3/16"ANN.GLASS 3/18'HEAT STREN'D GLASS 3/18'ANNEALED 075"Soflex CP Wilh PET Core 075'Saflex CP With PET Core .075'SaBax CP With PE7 Core By'Eostrnon Chemical Co.' By'Eastman Chemical Co.' By'Eastman Chemical Co.' 090'Soflur Gear And Color Cosa 090"SaBex Clear And Color Glass .090"SoRex Gear And Color Glace INTERLAYERS Ey'Eastman Chemical Co.' INTER AYES By'Eastman Chemical Cc: INTERLAYERSLBy By'Eastman Chemical Cc: 090'Kuroroy SentryGlas .090'Kuraroy SentryGlae 090'Kuraray SentryGloe By'Kuraroy Americo,Inc.' By'Kuraray America,Inc.' 'Kraaray America,Inc.' � 0.90"Kuraray Butoolte PVB 090'Kuraray Butocits PVB .090'Kuraray Butcelte PVB By'Kuraray America,Inc.' Ey'Kurcray America,Inc. By'Kuroray Americo,Inc.' 0 h... 3/18'ANN.GLASS 3/16'HEAT STREN'D GLASS 3/16"HEAT STREWD GLASS 0�+L SILICONE SILICONE �j DOW CORNING 995 DOW CORNING 995 DOW MTODUCfgEVTStyI �isN DOW CORNING 899 DOW CORNING 899 DCW CORNING 995 r GE-1200 GE-1200 CE-1200 DCW LNG 899 ode, 8r i98116 $ SAN rn I i z P�a•No�_iniro 3 tn A It + ' KL EDGE SPACER o ` / o \ ST.STEEL BY'CARDINAL' OR DDUUR SEAL BY'OUANE%' �n O \ 00 3 SUPER SPACER BY'QUANEK' 28 AT 1/4 POINTS `28 AT 1/4 POINTS 28 AT 1/4 POINTS o g q g 7/16" LAM. GLASS 7/16" LAM. GLASBS H 1" OVERALL 1NSUL. LAM. GLASS � GLAZING OPTIONS • •• ••• • r • • • •• in• gtj • • 00: • • • • • • Egrk JWAD ARMCWIL s 9 HAi 70592 A • ••• ••• •w• ••w ••• X538 8 $ • •0 .• •0. • • 1 6 296 • •• • • • • • • drowtng no. ••• • ••• • ••• • W13-01 sheet 5 01 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ABY W000 BUCK4E— OOD BUCK U v EDGE DIST. TYPICAL ANCHORS DST. �� o SEE ELEVATIONS •• SEE OTE SHEET 1STRUCTURE METAL OTE SHEET 1tAtNC�HORS URE • ..•' n. .a a!' EDGE g TYPICAL 0 ;I 0: F-1 0�0gj1 18 z� ous @ -Ids _ gq ��q$ z Q y} I I I I iV m N hmT� 1 I I I \ SE8 r O i t I I 21 12 & it TYPICAL ANCHORS CHORS FOR PACINGSEE IONS 1Fr g FOR PACINNGNSW E FOR PACING -------------- B I I i I jl bIA6d1—DADE COUNTY APPROVED Ij 1 1 I I I CDPPED MULLION I I lg I I i i I j SEE SEPARATE NDA j 45 iSy� WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS II tI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM --------- _------ AND ____AND TRANSFER THEM TO THE BUILDING STRUCTURE. 26 - -FOR PACING A 21 TYPE ' - X DIA. ULTR?CON BY 'ELCO' (FU 7 KSI,FY-135 KSI) - 0 r GT = - ' TYPICAL ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR ELEVATIONS O�' n-I 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) S THRU 1 BY BUCKS INTO CONC. OR MASONRY ��w o a 0 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) tV = x c 1-1 OR MASONRY (JAMBS) 0 .n TYPE ' ,],/4" DLA. ULTRACON BY-I= U=177 KS,Fy=155 KSI) Z 2E iiWWSS MIN LENGTH = 2-3/4" d it REeFtY it�T9-e6N8--8 ASONRY o 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U 1-1/4" MIN. EMBED INTO GONG. OR MASONRY (JAMBS) ►MUUCTR¢VTSEO O TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) rewW7brWl4Fl°et•t 1 26 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81 y INTO METAL STRUCTURES (HEAD/SILL/JAMBS) a �etln Otte I i STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) S� '•. �•� e ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) Ctrtrol ° 12 1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 5 1 18 H 1 1 i TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. O • Iii I• • • • • •• INTO WOOD STRUCTURE = 1" MIN. • 11`-' • • • • • • INTO METAL STRUCTURE = 3/4" MIN. • •+ • • •• • WOOD AT HEAD OR JAMBS SO a 0.65 MW. s 1 ••i I s • •• 1 s CONCRETE AT HEAD, SILL OR JAMBS fc-3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Val - 2000 PSI MIN. �+ Engr:JAVAD AHMAD n o c 1 ANCHORS MAY BE HEX OR FLAT HEAD. D q } • F au l. 70522m • • I• • • • SEALANTS: $ 9 , E•a. �" °•- • Te •• • • ALL JOOJTS AND FRAME CONNECTIONS SEALED WITH G 201 drowin no. •.•a'• • • •TYPI • •••EDJ DIST. •• SEE ORS• GE SCS2000 SILICONE SEALANT. 9 M+SPACING W13-01 DOOR DETAILS ene,2t a oT t t • Q� 3/8"MAX. 3/8"MAIL SHIM © O SHIM r 2 .lITY WOOD MUCK SEE NOTE SHEET 1 P ACTIVE LEAF g TYPICAL ANCHORS g 21 SEE ELEV. TYPICAL ANCHORS SEE ELEV. FOR SPACING O: A FOR SPACING .. 8 1 P '• «`777 LQQL�� IYQ 23 7 1S 7 iB 'f ►AOU�PhMtswW W rwdk 28 D.L.OPO. wYsc�a METAL UCTURE B EXTERIOR tows"B1ut � STRLEAF WIDTH 3 POINT LOCK WITH DEAD BOLT SEE SHEET 9 yy� spy id DOOR FRAME WIDTH Ow 3/8"MAX. C3 it F228-Y q q�J g 5's N d 3/SHIµ. © O 3 POINT LOCK WITH E BOLT OD BUCKSEE SHEET 8 TRUCNRE0NCRETE. 2 FLUSH BOLT TE SHEET 1 Z Z{L• OR"` MASONRY.'. ACTIVE LEAP TRACTIVE LEAF $oo•_, 24 116 TYPICAL ANCHORS •. 22 SEE ELEV., y.• 19 � � V O FOR 5 iWi: O .a - - - 71YEE"!V '1111PCHORS C E E S T D.L OPG. T T 7 FOR SPACING 1g D.L on. EXTERIOR LEAF WKITH LEAF WIDTH y d m m DOOR FRAME WIDTH g • • • • • • • i ••• c Q m o • •• • • • • ••• • Ear.JAM AN= CML Y eo FM CAPE tX2 $ iC •• ••• • • • drawing no. • • • • • • •• • • ••• • ... ••t '0 Q 062015 W13-01 DOOR DETAILS sheat 7 of 11 ••• • • • • ••• • • • • • • • •• •• •• ••• •• ••• •• ••• • • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING b CONCRETE. i Z 3 :.CONCREIip•.'. Q i (12) oil' g oil' 28 3/B•WAX. O O slwl WATNG JAMB FASTENERS •' SEEDOORDOOR JJAM EEB SPACING r i CONCt 17 ON SHEETS 1 & 2 OR MASONRY,' — tn 11 EXTERIOR o a 2s D.L.OPG. LEAF WIDTH I, SIDELRE WIDTH DOOR FRAME MOTH `�9 26 37'MAX.SINGLE(X) v AAAdtttt 72'WAX.DOUBLE(XX) $ FRAME WIDTH c 8 6 TYPICAL ANCHORS 4'LONG ►INIDUCf R6VISEp E 0 1 SEE ELEV. LAPPLY SEALANT 3 FOR SPACING BEFORE MATNG `tP 2 lk il.,W Aetlpaee 14.1/ o •OY ii + ++ CHMANI.OIItI o•58 •• •e• • tt • 8Z3 • • e e•• ••• NOTE: LlMff SHIM TO METAL STRUCTURE AT JAMBS TO 3/8v `i�4W g<m v o © •ee • ••e 1 • • • n 3 • •• Enpn JAW10 AHMAD � 1 x Cra c ,� FLA, 70892 9 ' 66NCf ;•i•a 'i ' i i• i' • • • • • I 62015 drawing rro. EDGE FIST • e 1 .&L ANCHORS• . e W13-01 •• s ELEVATIORP• SIDELITE DETAILS FOR SPACING ehaet $Of�� • •• •• • • • • • • ••• • • • • •• •• BILL OF MATERIALS EXTRUSIONS MISCELLANEOUS Z 3 t J ITEM 1 PART Na DESCRIPTIM MATERIAL 1WmF. MENIM ITEM#1 CODE I PART Ra DFSCWPTMN MATERIAL 1 WlXF. REMARKS 1 CGI-109 FWUE MEAD AND SELL 6063-16 C61 EXTRUDER 2l W8 xc-lw IM GASKET FRAN AMEStUR1'ORS 2 C6I-190 FRAME JAMB 6063-T6 CGI camIDER 22 M6 32084 ,350 FEAR GASKET FOAM QR EMRV 8 3 CGI-196 SIDELITE WAD AND SILL 6R3-T6 CW EXTRUIER 23 MS W33 Z 187 x.320 WEATHERSTRIP PTLE V/CENTER FDI VOR RTRAFAB DR EDI1V 4 CGI-I97 FAEE STAN9D16 SIOELHE JAMB 6D63-T6 CGI EI(TWmER 24 MB V3332IRG .187X.590 HIGH PuV'SIRIPPING VIQ V/(➢1 RTRAFAB OR EM S CGI1198 MA7➢K SmEUTE JAIO 6063-T6 Cm won 25 IB cm-m-1H1NGE<4 V2'%4) MAN" CGI•CUST➢M a V r 6 CM-193 PANEL TOP AND BDTYON PAL 6863-76 CGI EXTRUDER PDA 0 ABA00-➢5320 RINSE(1 Me X 4') DRASS NAM - p 7 CML-194 PANEL VERIM STILE 6063•x6 CGI Dmom 25B WI AD800-US3 RM(4 1/2'X 4) s/s HAZER 4I� o, C 9 cG(-199 SWAq HLm( 6963-T6 I CGI wan 26 N4 CM-399 GIAM BEAD MILD VHTYL Ca-ELMDN o a 12 CGT-191 FRAME MAN ARD SELL CREV aM 6063-TS CGI EXTBUDFR 27 N7 3/8'-16 FILLY THREADED FM-SECIXIED WITH 3/8'HEX NUT ZpC PLATED d C 13 C61-192 FRAME HEAD AND SILL SLANTED SCREW COVER 6063-TS M EX RIDER 28 - SLTM BLU Q PER LITE) EFNI ➢IDMIDETER 8015 Sm A ft 6`j 14 C61-121 7/16.am RAZm ffAD 6063-15 cid EXTRUDER 14A CGI-@3 I'6'-ASS GAM BEAD 6063-75 C51 EXTRUDER `�W IS CGI-�D SHEAR BLOCK PLATE 6963-76 CGI 11311M NOM fT M NUMBERS 8 10 & 11 ARE NOT USED 16 CGI-19S ASTRAGAL 6063-IS CQ EXTRUDER 17 co-S08 Sm COVER 6%3-TS CGI EXTRUDER LOCKING HARDWARE PART Na DESCRIPTO MATMAL WU81F, RExaRKs CW-45«4'1 3 PODIT I=ASSEMBLY(ACTIVE LEM CGI-CUSTm( ISED BY ALL ipTM cm-04 FI MMT ASSEMIDEY @(AEM CTIVE Lmi-mTDM ISEO BY ALL OPnw O Lu ➢PIAN d 5455 PAS ACTIVE LEVER(ACTIVE LEM DAL" 5455 FD RUI9a LEVER ONACTIVE LEM RAL" OPTIONW. 666 y�to 8231 DEAMT(ACTIVE LEM BAIAYIN UPTION 2 MID DEAMLY(ACTIVE LEM DEXTER BY SCK $ O i7 310 TOR605 ACTIVE LEVER(ACTIVE LEM DEXTER BY SCTL M 03 JIO Id1605 MW LEVER OK71YE LEM DEXTER BY Sm WTO& Z Z UPT➢D!3 410 DEADRRT(ACTIVE LEAF) COPPER am PROD�N�� WUS o_ SL2220 ACTIVE LEVER(ACTIVE LEM COPPER CREEIf ow Fbm, Ht�Mit �Q .O'/ ELM D"LEVER MACTIVE LEAF) OPER CREEK OP11mx A I C) f O cilSCREWS x } luxREIM i PART Ma 0 14 X 3/4'HEX TEND TW-NLL AMM a g $ a 1 6 x vz PAN HEAD SIS-ASTRAGAL ATIAdDENT 12'FR04 EtmS b 20 t l0 X 11/4'PH SMS-ASSEMBLY 3 MER CmtTER m $ Tn MYmm ••• .• : : • • • • • • : tl9a9A • •. • . • • • • • ••• a � <muo .•0 ..• •• ••• • • ..• n Enr.JAVAD AVUTAID CML • •.• FLA,PE i OS82 o n • •.• • X338 1 • • 0 • ••. see • g9 •• i• • . a • •• i i X75 drawing no. •.• U W13-01 Sheat 9 of 11 0 0 ... 0 0 �V �3 M z tdr Bal Aeeana7 F � 7LMO-p ° Uekege Ask gQ<bQy$� Rod Sed A eat o Seeetos pea3/f PRM ° Fluftat N N o COM9CUMWMJ «„ '� o _Keyed Seo&dt Am is.1/2'PR Ns � kn�M Aeey. Tetphm o ►RMUCCRMSED Z z� �.� r eofaplylop with the VIM& 3 0 0 6ykpiMfa Dote a ! U she ttuennat v �Sl.d. o Aoth w (Drat 11+llr Ctab•1 PAed CUP o VDIAMI °�° ° TOP SECTION SHOWN c (BOTTOM SIMILAR)) ° Flushbolts(inactive Panel) 122 Top&Bottom •.• • • • • • aS$�$ • • • • • • ' •• . • • • • • Engr JAVAD t F1C�PRf 7 R e • • • ••• OL • • • • W13• •• • • G Q 5 drawing n1 o. ' —0 CCI CUSTOM'" • 3—POINT LOCK sn•.ts.tar tt . . . . . . . . . . 1.786V U 3.825 A"m .125 .062 .750 1.825 z # Q 1.590 .080 .100 S F Z 1.567 4.485 5.500 iz FRAME COVER ° O DOOR FRAME HEAD/SILL 8 3.825 1597 S�4 1.410 ��SS 1.825 ,082 Z,.l 1.625 Q TOP & BOTTOM RAIL E i c� 6.500 t3 SILL COVER 438 080 & .075 ,4� 1.828 1.440 O .075 ,.063 4.485 t 755 Q7 HINGE & LOCK STILE C4 M m O � � M 3 3 SIDEUTE TOP & BOTTOM FRAME t7 SIDEUTE JAMB COVER Z Z ='+(D og� 135 0 .070 1.500 .iBS rp°DUCf pEy13M .BOS .245 ,825 D=c*�wfth d4� 1.080 1.622 its ==Dd'& -/0/.r py Al. ^ ` O 19 1�rM o R Cy,�y 18 ASTRAGAL ADAPTER SHEAR BLOCKSHEAR BLOCK PLATE g � g 1.810 3,008 • 1.061 I 1.125 2.000 5i .. • •• t •�- .985 .OSO 00 $ .120 • • • =,462 ••09 .250 '904.00 ••• • • • • • .080 14 1.184 .080 • • n • • •• t 20 4.000 O GLASS STOP (LAM. GLASS) V u 4.000 4.000 .075 1 F.ngr:.WVAO�IWYnO JC CINL .500 �7.5• .070 505 .720 f CAPNE. 70592 o n •2.388 • • • 0.070-jr- • • 1.485 1.485 § 120 • S • � • 420 • • .895 ,OSO ••• • • • i•i .870 I drawing no. 1.225 • .•.. O 0 Ot sheat 10 0,11 DOOR FRAME JAMB SIDEUTE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL LAM. GLASS) O It V U A7 o 20 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS z' ASSEMBLY FASTENERS TO 8E INSTALLED PRIOR TO JOINING MATING JAMBS / 4 j/ •i /, y / 1 3 / /, I aeAJ'�{O. 1 % / �� / /• I V 51j eA� % ® A ` �cOp bS K 1y 8 1 , a I I 1 HOLE f:AP-- -I-ACCESS HOLE i 2 0 t3 FASTENERS 1 B S i 0(Y SEE SHEET B FOR OETAIL 2 F LL � Li ^NMffi mzi — SIDELFEE JAMB CORNER SIDELITE MATING JAMB CORNER :r o DOOR FRAME TOP & BOTTOM CORNER IOP & BOTTOM TOP & BOTTOM 18 � Illr�,; o 2. C m 27 • • • • • • • <mU D •• •• • • ••• •• fee • • • • Fl Engn JAVAD AHMAD E! CIVIL FIA.PE i 7D592 o n • • • • • • ••• • • drawing no. U W13-01 LEAF TOP & BOTTOM CORNER• • ••• • •• ••• ••• • • M IAM 1•DADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miRmidade.gov/economy CGI Windows&Doors 10100 NW 251b Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHD(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the city Hurricane Zone. DESCRIP : Series Clipped,Extruded Aluminum Tube Mullio�Elevationsand� M APPROVAL DO : rawing No.M95-13A, titled"Mul ion 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 Ahmad,,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RAT G:Large and Small Missile Impact Resistant LABELING: Each unit shal ermanent label s name or logo, city, state, modellseries, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein: RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if-there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorse�ment of any product,for sales, advertising or any other purposes shall automatically termpat a this N(Y4,,roure •••••• to comply with any section of this NOA shall be cause for terinination and removal of NOAr " 090 •• ADVERTISEMENT: The NOA number preceded by the words Miami-Dade" '"W, Flotltia,•and ••..% 0000. followed by the expiration date may be displayed in advertising literature. If any ggrjt�o.n of the SOA is •••• displayed,then it shall be done in its entirety. " .•.. .. 0000. INSPECTION: A copy of this entire NOA shall be provided to the user by ttv-mmpufacttwer er its ••;••• distributors and shall be available for inspection at the job site at the request of the BiRldit Offictai? •: 0 0 0 0." This NOA revises NOA#12-1220.15 and consists of this page 1 and evidence pages 1:9dd E-2,as well as approval document mentioned above. •...•• "•"•"' The submitted documentation was reviewed by Manuel Perez,P.E. •,• • 0000.. NOA No.15-0420.08 MIAWDADE COUNTY Expiration Date: March 28,2018 Approval Date:August 13.2015 Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929-39) 2. Drawing No.M95-13A, titled Series"Mullion Elevations 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 Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Small Missile Impact Test per FBC,TAS 201-94 5)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8"aluminum tube mullion,prepared by Hurricane Testing Lab,Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1)Large Missile Impact Test,Loading per SFBC,PA 201-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Test Laboratory,Inc.Test Report No. HTL-0080-0303-96,dated 03/06/96,signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94 along with marked-up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina,P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. O� ) d calculations and structural analysis, comp lyi�g • 'th FBS$ib,• •••••• Eed 04/13/15 and 07/25/15,prepared by Al-Farbeq •o .• y Javad Ahmad,P.E. •••••••2. Gith ASTM E1300-09 • 0000 0 00000. 0 • • . . •0000 00. 00 .. .. 0000.. 0000.. • 0000:. •• Manuei P P.E.;••••; Product Control z�i iner NOA No. - 420.08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE L Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-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., dated 03/26/08, signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test,Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering &Testing, Inc., dated 02/12/96, signed and sealed by Hector M.Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15,issued to CGI Windows&Doors for their Series"Clipped"Aluminum Tube Mullion—L.M.I.,approved on 02/28/13 and expiring on 03/28/18. ease s . • .... ...... 000:00 :0000: •s9•e• .... .. 0 so •••• • 90 0060: 9:6••• • • •0.96 • e • • • 09 •• �• •• ::ease •06966 • e • • • • 0609:6 096.09 • • • • • • • •00 •9600• • Manu: Per .E. Product Control E a her NOA No.15- 20.08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-2 F+L000--I�.aeS •T— !Y tY' ��•Ho_ I I 129 $ .129 2.000 u Z 200 8' 4.000 A TYPICAL �—GLAZING PRODUCT 3, Ix- .332 IN\4 Sx+.332 w\3 MiN V hi SiLIP ANGLE 1X2 MULLION 6063-16 6063—TeMOOD 1.000 12S Z y —{ 2000 3,000 ,WO 3' 3' O 20 les 3,000 4.0OO 'W' ]DIMENSION a2s MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS MLnuaN tw—IN. HORIZONTAL OR VERTICAL 2' 1'888 SEE WINDOW OR WOR APPROVAL FOR FASTENERS SIZES AND SPACING O p^! 3' 2.688 p Pi 4' 3.688 L 8' 8.888 MULLION SYSTEM IS LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED Ix= ,8302 N\4 IMPACT AND NON-IMPACT RESISTANT PRODUCTS. QQ Sx+ IN\3 Ix @ 2.9762 IN\4 Sx+ 1.4881 N\3 N .775 RECTANGULAR ALUMINUM TUBE MULLIONS^ 6063-76 .2X4UM LLION USING MULLION PROPERTIES ONLY 8083-78 NOTES. p-2,000--q L073 a25 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE F I I�-a29 I REQUUIIREENTS E`,FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYHUR0 L ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E:WIND LOAD,WATER 4.000 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1.000 WOOD BBY OTHERS, MUST BE ANCHORED PROPERLY TG TRANSFER ��a2S MULLION IP FOR JOY LOADS THE TUBES ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,EMBEDMENT R R 8083378 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO.TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 40 GOOD A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. 1,700 MATERIALS INCLUDING BUT NOT LIMITED TO SIEELL//METAL SCREWS,THAT • -n n COME INTO CONTACT WITH OTHER DISSIMILAR"ATEITUL9 SHALL MEET THE p - 4,000 aeS REQUIREMENTS OF THE FLORIDA BLDG.CODE. • •• • • • F-�O= INSTRUCTIONS:USE CHARTSAND GRAPHS AS FOLLOWS.• • STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7• • • • FOR PARTICULAR OPENING.• •• •• • iqn JAYAD AFUTAD PRODUCT REVISED 1 4 e .STEP 2 USE DADS COUNTY APPROVED GLAZING PRODUCTS MEETING qyI• as�plyinwng•�{dA NNNN yy 3 ABOVE LOAD REQUIREMENTS. ! i 3 FL4 70392 131dIdAlgCoda STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT GAN• Amptanee No a.m.C • •••,• •1►' ••• • 4.000 USING DOWNS ON SHEET 2 SELECT MULLION SIZE WITH BSN � Sx a 1.01871N\3 • •'x a 8.2';7 IA. •• • • • • STEP DESIGN RATING MORE INANI DESIGN LOAD SPECIFIED By oSx y2.75N N\3• •• • • IN STEP 1 ABOVE. .IU 2015 MN.,, Pmd"N dmwing no. • •• h1tlLM CLIP FOR 29Y TUB Ec USING ANCHOR TYPES ON SHEETS 4 de 6,AND ANCHOR GRAPH$ M95-13A 1 X4 MULLION • • •2X8 Ml1LM • • • CGI-388 +� ON SHEET 3,SELECT ANCHOR TYPE WITH DESIGN RATING i 8083-T6 6083-TB 6063-76 MORE THAN THE DEMON LOADS SPECIFIED IN STEP 1 ABOVE, eheel O}5 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ONE al uILI inlmmm ■ 0 ; ■■■m M\`=600 ■■k\■■■■■■■■■■ ■\I■►\■■■■\\■ONE ■1\■l\■L'i OMEN ■■WMEMEM■■ONE 11\■►\MMON■\■■■ ■\�■\■a\■\NONE ■MMEMM■MOM■■■ no ■\1■N1\■\\E\ No Oman meM■NONE ■\\ENE OEMOMM■ iE■M■\1EN Ellim■■ ■Now■■■■■■■■■ \I■\■Lim■EMEEIN■ 1\■1\GONE\\MENEM ■MMWOMEN OOM■■ ; E1■\■\MMM■■\\ . l\E\1NEMN\MENUM ■■■My■M■■M■■■ ■1vENNyMMM■ ■ v1 y ■NMMMMM■ ■►■ .■■■NEEMEN■■■ ■\�■OBEE■■E■■ :.: ..■........■■►• y. uEM■■\NM■MME■ ...■.....■■■■■ on NMN\MM\\■■ E■■■■►■■■■N■ - ��■■■■■■■■MEME ■■■E■■EM■■ME■ ■■■■■■■■■■■■■ ��■■NE WON am Ll■■M■��M©IC!"N■■ �1 ■►gym■■■■■►■■M■ OMM■MMMO■N►■■ ■N■OEM■.■■O•■ WN,ANEMONE►M■M ■►�■ENMMi►■M■M ■OMENM■►■N■■► N.►■■M■MN■N■N ■■■■NNN■■■M■■ ME�■N■■■■�ENE ■omommMMENNEN- : ■■N, ■■NEE■N.■ MR M■■■■■N.■■ ■..1■■■■■■■■■■ ■■M►■M■N■■■■N .�M■E■■■■■Mi■ ■NNN■►M■MME■■ M■lill M►MN■■NN■■ ■■■■►■■■■■■N■ ia M LIMEME ■MENNE■\\EM\\M■ ■MMMM\■amu■NNE ■WEEME■O\■■\■ ►\Ml\■\\■■\\M■MM MMM■NEM■\\E■\\ _ 1\\1NOMON■N ��3 ` ►\MEMMU■MM\\■■ \1■AM\M■MEMS a \1M\uE■\EMENUM OMEN no\N■■\■ smommmumlEmbla M VMS MORE ■►lo■N■■■\■■■■► W MUINE R■■IMEMIC MUMMUMEMOM E X11111 \\■\\O■\MMMNM�N : ta��OMM\■NON■E► \M■\■MMUNKRMILt�rE\EO\■E\IMM■ \�\■\`EIi� _f[�iiE3 fi M■Oalffma®■■ " oil �.1MKS 9■■■■■■■■ 1\►\\\■�\ONE 1■■ 11l\► Li■■■■■ , , . 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IANIN I\1■ENE : ■■��,��I��so 11141��,�� -. mom �yy �,611 �o.. r-=-it=---, •.- ... , Nm u � 414'0 ULTRACON •• s �� '.1/ANGLE a.1/4'0 IILTRACON NSTCH'WOOD BUCK 2 AALUMXANZ .'9 2 x 2 x 1/B" 2/ANGLE O ACCOMODATE / CLIP* TO MASONRY Z uuu ANGLE '4•: 0 k4 3 i 2�B i 14 S.M.S. 2 ALM ANCCILE °ANKOLUE •4 MANGLE g r '° i 14 S.M.S. , ANGLE -- 5/ ��--- -- - °A - �. rG-- 1/4.0 ftm EA16ED- V ANGLE MULLKIN --- -—_ MULLION °CONCRETE OR e�lt 18Y OR�p28Y NASONRY BLOCKS WOOD Q-"- WOW BUCK 10Y OR ZBY MULLION � MULLIONa 2 ALUMXAN9 l• e. 2 X 2 ANGLE1(B• w 2-3/8'LONG 2-1/6'LONG MUWON 2 ALUNXANGLEi/a- A 3-5/e-LONG •• ,S ----r------- �f a p pgg QZ I s �� j g a ` A i • ¢ n tJ I I j j� •� NM QQQ§ X0_Rf 1.500 MAX. A 2 SCREWS PER SIDE REQUIRED FOR 3'TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2-TUBE MULL 1.500 2 SCREWS PER SIDE REQUIRED FOR 3'TUBE MULLIONS MAX c CUP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1-X2"TUBE MULL I MULL!N— 3 SCREWS PER SIDE REQUIRED FOR 4- dt B'TUBE MULLIONS 2 X 2 X 1/8" ALUM ANGLEI I .•C,• '^o I i 14 Gc I •�2-- • -•i •�ANGLE •• o �I MN. • II • • • • • ��e Wro j I • •• • �•I •Opp TRIIIIMWtI[BO.L•• I I •• ••• I • • • •• Engn JAYAD PRODUCT REVISED ��pq({ •L cift as complying with the Florida C FU.PE ...'.<.••:.,:.P;..nR..FL'.•C.A...S.:I.'.... ;••r :• •�/� utrRacGN..: •.• '7058243MBulding CodeAeceptame No ..:�... iretonDate r rr .' • ' v . • ° • IF • • • • . . 40 • a CONCUL 2 6 2U " nd.Pr o Idguvt-0424�fB drawing b no. M95-13A sheet 4 of b ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a ^u J�4'4 ULTRACON MULLION CUP ANGLE a•1/4'0 ULTRACON NkM VWD DUCX Z :g... MULLION CLIP 2/ANGLE .TO ACCDNODATE O g •CLIiP,ANGLE TO MASONRY 7Sy�G ' MULLION CLD' ,• Q >7 7-.4 e ad ---_�______ i 9 ___—_ .1/4'D ULTRACON . �—____ EMBED L��_ I•, '�/ANGLE ' A7�'$ MULLION MULLION �• � a I � a MULLION •4•a; 'i °CONCRETE OR 1BY OR 2BY NASONRY BLOCKS WOOD aUCK iBY ORY/OW BUCK LTi BY MULLION P MULLION � e7A a., a a � b MUWON p yl d F `fin i �-• 1 1 a 1 1 a h 1e� I I i i •a i l .�°' A II MUWON Tq I @ I j I I I 1 O• • • •• NacN cups Ta € • •• • • MM MRR!!Lt SILL• SEE SHEET 1 FOR APPUCABLE MULLION CUP TO • • • • ORa • • 1BY OR 2BY TUBE MULUONS •• ••• • • • •• AND FOR FABRICATION OPTIONS OF MULUON CUPS Eng.:JAoMl MAD PRODUCT REVISED , FLA. 70892 m compiyiog xdlh the Florida 1 ' Building Coda AN. 538 Acceptance Not �. a • i 'i•' • • • •• • • Minor' oPradocl drawing no. ` °PRHCASi CONC' 8 • st/4'DR UIiRACON • • • G '•`I. ':•'• ••i • WOW MIN. . ' M95-13A '/,dicLE JU 2 0 2015 sheet of g ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ro R ACCESS HOLE Q; WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. i14 X 1/2's.M.s. $ h SEE CART FINt Ql1A S.M.Es M. NTnI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TUBE MUU10N g AND TRANSFER THEM TO THE BUILDING STRUCTURE. I IIC 1Q1..g ANCHOR N0.OF ------------ ------ 77 TY t1EY, FOR SPACING C p'- 1/9 DIA. ULTRACON BY 'ELCO' (FU-177 KSI,Fy-,155 KSI) TYPE B 71 INTO 2BY W00 WOOD STRUCTURES -------------- - -^---------- g PENETRATION INTO WOOD t THRU 1BY BUCKS INTO CONCRETE THIS SCREW CAN BE I i14 X 3/4 SMS ES 1— BED-1 CONCRETE INSTalten IN EMMi PER CLLIIP AT AT 1X2& 1XJ MULWN TYP B'—14C DIA. ULTRACON BY 'ELCO' OIttEC'IION m I 2 PI71 CUP AT IARDER MU" / (Fu- KSI,Fyet'JB KSI) ��p I I DIRECTLY INTO frMBfc0.J CONCRETE i MULLION oZ 1/5'TMCK ALUM CH NEL i j 1BY OR 2BY TUBES ¢ TYPE 'B ' 1/4' DIA. ULTRACDN BV 'ELCO' (F 177 KSI,Fy-155 KSI) LENGTH TO FIT SNUG I I N LL DIRECTLY INTO HOLLOW BLOCKS INTO MULUON ONRY I I F '� n THRU 113Y BUCKS INTO MASONRY " a ANCHORS DETAIL #J Z Z z�„ E 'BF'-14C DIA, ULTRACON BY 'ELCO' (FU-177 KSI,Fy-155 KSI) METAL TO METAL CONNECTION 0 Ft C. DIRECTLY INTO FILLED BLOCKS p — RY THRU IBY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2° MIN. _ R INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 1/2° MIN. WOOD AT HEAD, SILL OR JAMBS$O- 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Yo - 3000 PSI MIN. C—GO HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. • •• • • • • ••• • •• ••• •• • • • •• Engr.JAVCIVL AO AH M> PRODUCT REVISED Ia692 as complying with the Fhsldt IS Building 15.0420.08 k Acceptance No • 6:0 • ••• • • tiretIon Cls IB • • • • • • •• • • Mf Dade Produa Ccs drawing no. ••• ••• •.. M95-13A sheet g of 5 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econoniy_ CGI Windows&Doors i 10100 NW 25"'Street Miami,FL 33172 ' SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code,including the="Sentilnel ane Zone. DESCRIPTION:S30"Aluminum Fixed Window-L.M.I.APPROVALDOC - me 130 Alum Fixed Window (L.M.I.)(S.M.I.)"'sheets 1, 1.1,2,3,4,5 and 6 of 6,dated 01/30/10,with revision F dated 04/10/15, prepared by Al-Farooq Corporation,signed and scaled by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Noti cce tance number and expiration date by the Miami—Dade County Product Contro on. MISSILE IMPACT RAT :Large and Small Missile Impact Resistant LABELING: Each unit shal ear a permane rer s name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. go,* TERMINATION of this NOA will occur after the expiration date or if there has bpen^evision oreAange••.•.• in the materials,use, and/or manufacture of the product or process. Misuse of this NUA is an ej2ic t9cment •, of any product,for sales, advertising or any other purposes shall automatically termini��e�this NUA. Failure*"'• to comply with any section of this NOA shall be cause for termination and removal of V0 0A. .... ADVERTISEMENT: The NOA number preceded by the words Miami-Dad;:Oounty, lio�ida, and..... followed by the expiration date may be displayed in advertising.literature. If any%bv ipn of Jhe JNOA is•.:. displayed,then it shall be done in its entirety. INSPECTION: A copy of this.entire NOA shall be provided to the user by ihe:irinufaiturer or its e o distributors and shall be available for inspection at the job site at the request of the Bnildiag Offi0t.•'• 0 This NOA revises and renews NOA#14-0731.05 and consists of this page 1 and evidence pages lrl and ;"'•; E-2,as well as approval document mentioned above. • The submitted documentation was reviewed by Manuel Perez,P. . NOA No.15), 15 MIAMI-DADS CO NTY Expiration Date: SeptemberApproval Date. June CGI Windows&Doors NOTICE OF ACCEPTANCE: " EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W10-02,titled Series Sentinel 130 AIum Fixed Window(L.M.I.) (S.M.I.),sheets 1, 1.1,2, 3,4, 5 and 6 of 6,dated 01/30/10,with revision F,dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by J'avad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Aix Pressure Test,Loading-per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1)Uniform.Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer, Duraseal@ and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC, dated 04/16/15,signed and sealed by Ramesh C.PateliP E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •....• .• ••. 2)Uniform Static Air Pressure Test,Loading per FIA TAS�0�4 3)Water Resistance Test,per FBC,TAS 202-94' •• • •••••• 4)Large Missile Impact Test per FBC,TAS 201;0�:* • ' .... 5) Cyclic Wind Pressure Loading per FBC,TAS•203194 • • along with marked-up'drawings and installation diagram of a Sebtgnel 130 aluminum ..;..' fixed window,prepared by Hurricane Test Laboratory,LLC,TOSt Report Not•• •••••• IITL-0080-0103-10,dated 03/30/10, signed and sealed by VinoTXSraham,P.E. • (Submitted under NOA No.10-0510.13) '••••• Manuel erz,P.E. Product Contr 1 aminer NOA No. -0413.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED C. V2. g ificatio calculations and structural analysis, complying ith FBC-5a` 4), dat d July 18, 2014, prepared by Al-Farooq Corporation, . ed and vad A ad,P.E. ' unde previous NOA No.14-073X.05) p ' s with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass InterIayers"dated 0619/14,expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(NIA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0731.05) 2. Laboratory compliance letter for Test Report No.HTL-0080-0103-10,issued by Hurricane Test Laboratory,LLC,dated March 30,2010,signed and sealed byVinu J. ... Abraham P.E. • • (Submitted under NOA No.10-0510.13) ' .. • 3. Testing Proposal issued by the Product Control Section,dated 1QAf#}4,signed by ...... Jaime Gascon,P.E., Supervisor,Product Control Section ;:4066a: .... . .. ..... G. OTHERS ..;..' 1. Notice of Acceptance No. 14-0731.05, issued to CGI Winda s•& Doo'rep Ifet their..... Series "Sentinel 130" Aluminum Fixed Window — L.M.I. appr$I;on 10/16/14 and • expiring on 09/22/15. •0.6.9 . . 6666.. Manuel Per .E. Product Control Em' er NOA No.15-0 3.03 Expiration Date: September 22,2020 Approval Date: June 25,2015 E-Z FLANGE WIDTH 48' 49" l� U DUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS Q DD.L. D.L OPG. � yl D.4 OPG. D.L.OPG. � B'MAX. 19'MAX. N 3 HEAD/SILL A 3 SHORTER Al to.Mqk �8• CORNERS SIDES m S/D OV, m ANCHOR SPACING SHOWN HEREIN APPLICABLE Q SOF iv TO FLANGE AND FLUSH FRAMES. so $ SEE SHEET 1.1 FOR FIN FRAMES. . a I It d II II h V a u u u n m u u g Q u n u n n u 1m` o CC3 --_--_--_-- nInIIIII ninuI1IIt III1 BUCK HEIGHT D.L. OPO. it 11 11 11 11 -t— JL � b ------i -=-- --- -ii — x -JL -iI 4 n fC�D G�'epL•t,, .ay-L F y ______ ------1u___- ' §iS N uIInnII 8 uI1uuI1 � u, nIIuuII B1'uIInuII �� uIIuuII 8u'IIunIIMAX . Ii1IItui1tI 3 FALSE MUNIINS 8+MAX(SURFACE APPLIED] MAX. 9'MAX1CORNERS =—==/5nn 7•MAX VOOeZ�) �NZ NHEAD/SIzSORTER SIDERAIGS SIDES CORNERS SIDES p NM_ LL, GE & FLANGE ADAPT R FRAME EQUAL LEG FRAME w�71t o WINDOW�WID1H I�WINDOW WIDTH WI WINDOW WIDTHWIN,�YADiH WINS � 0 RIS 130 SENTINEL ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER I I I m CHARTS SHOWN ON SHEET 2. I I i 1 APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y SIDE COMBINATIONSOF $ $ $ # I I $ I I 8 I-DADE COUNTY APPROVED WINDOWS USFIX. OR FIX. ING MIAMI-D4D. WITH EE COUNTY APPROVED MULLIONS L J L— _J IN BETWEEN. W114"WIDTH WINDOW WIDTH WINDOW WIDTH DAYLRE OPENINGS: 3S LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL I �� D.L.O. HEIGHT BUCK HEIGHT - WILL APPLY TO ENTIRE SYSTEM. —; —— —— D.L.O. WIDTH = BUCK WIDTH - 3.0000'* zzzz • ••• • • • •ClTHIS PRODUCT HAS BEEN DESIGNEDMAND TESTEDDTO•COMPLIYWITj1 ryE • . i I I �, LAM, GLASS w gas g REQUIREMENTS OF THE FLORIDA BUIf�DING CODE4NCLUiIgG NIGH•YELiIT� • IL^.�I INSULATING LAM,GLASS o W HURRICANE ZONE(HVHZ). • •• • • • • ••• • $ l LARGE MISSILE IMPACT § WOOD BUCKS BY OTHERS, MUST BE•INCHORN tPROPWAY TO•TRANBiER: ••• I I SMALL MISSILE IMPACT o LOADS TO THE STRUCTURE. JAVAD ROAD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS L J EnynCIVIL PRODUCTREWHO FTJA.PE i 70992 ee complylq with the Floc h EMBEDMENT TO BASE MATERIAL SH LL:E BEYOND WALL DRESSING OR STUCCO' C'A'N.39n �jdlnjg CodeANCHORING OR LOADING CONDRIONi NOT•SHOWN II� IjSEU LS AR • THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. ptenceNo NOT PART OF THIS APPROVAL • • SHUTTERS ARE NOT REQUIRED. 20 A LOAD DURATION INCREASE IS•L&ED IN bIWIG110FACHOIS IjTO4kVOOD•�NLY♦ leAoi dethoduetConirol dl'Owing no. MATERIALS INCLUDING BUT NOT•LIM}�ED TO STEEL/A�}AL•SCRONS,THAT••• • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS W1 o-02 REQUIREMENTS OF THE FLORIDA BLDG. CODE. SHOWN IN DOTTED ONES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. Sheet of 8 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 48' 48' 48 BUCK WIDTH BUCK WIDTH BUCK WIDTH D.L.OPO, D.L.OPO. D.L.OPG. TYPICAL ELEVATION � 8'MAX. 18'MAX. m i HEAD/SILL 2 STRAIGHT CORNERS SIDES io v SY0 0 pG-4144 �p loll o d w Ig II II II II ip II II (1 II II II II II II 8 II II II II II II II II II 11 II II II II II II II II meq+ 13UCK WIDTH , � � D.L OPO. —I __= a II II —� II II g II II m ! O II II O 11 II O 11 II II II 11 II � II II 11 II II I I II 11 S�O `ip N II It _ .U______IL____ c7 Y.{ __ .U____—_TIL____ _ .q______ll.____ It -=-1r-----1r- -=-Ir------rr--- =-=�r------D---- „ p � a ii ii n 11 ----=_=n----yE__-- n n u u n u it------ N II II II It II II = O 0 ti -I It a ji pN^ FALSE MUNTINS 16'MAX. Z Z 1 1� (SURFACE APPLIED) 18'MAX. 8'MAX. 18'MAX. ri OPTIONAL STRAIGHT HEAD/SILL 87RAI0HT CORNERS STRAIGHT �p SIDES CORNERS SIDES SIDES 0 FW FRAMES o � ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAIIABLE FOR FlN FRANES � � JAVAD AHJ,1A0 PRODUCT REVISED i CML -comply'",wllb Tho Fkdda FA PE/70592 witi,Code rr.�,,,{f�� $o C.A.N.X638 Acceptance No/.7•f/Y� • ••• • ••• • • Ex ratio"Date •• •• jj • •• 0 • • •0 Z��FJ BY de Product drowio ••• ••• ••• W1 0-02 ahaet 1.1 of g 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSP FLANGE DINS. DUCK DINS. OLM TYPES'C'&"C1'um TYPES'D'&'Dt, FLANGE DINS. BUCK DIMS. GLASS TYPES'C'AeCl'CLASS TYPES'D'&'DL' • wID m LENGTH(L)WIDTH(w)LENGTH(L Exr.(+) INT.(-) WIDTH(Y✓)LENGTH(L) WIDTH(W)LENGTH(L) E%T.(+) INT.(-) EXT.(+) ' 1M.(-) d 24' 23' 80.0 80.0 80.0 80.0 24' 23" 80.D 80.0 80.0 80.0 29" 80.0 BOA 3D" 114, 29' 113, 60.0 80.0 80.0 80.0 L 38' 35' 80A 80.0 80.0 80.0 38' 35' 73.0 73.0 80.0 80.0 % I IL 42" 3B. 41' 1, 80,0 80.0 80.0 80.0 41' 40' 61.4 81.4 80.0 80.0 48' 47' 80.0 80.0 80.0 80.0 24' 23" 80.0 60.0 90.0 80.0 54" 53" 00.0 60.0 80.0 80.0 30' 120' 29' 119' 80.0 80.0 60.0 80.0 • �� A BD' 59' 80.0 Sao BOA 80.0 38' 35" 72.4 72.4 80.0 80.0L-17 p 81' BO' 50.0 80.0 50.0 80.0 39' 38" 85.9 65.9 80.0 80.0 q a Q 24' 23" 90.0 80.0 BD.O 80.0 24' 23" 80.0 60.0 80.0 80.0 NDTE: vQ 1.4@ 30" 29" 80.0 80.0 60.0 80.0 30' 121, 29' 120' 80.0 00.0 80.0 604 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED y a5 op s VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 38' 35" 80.0 80.0 80.0 80.0 38" 30' 72.3 72.3 80.0 BOA �1 42' 48' 41' 47• 70.2 70.2 80.0 80.0 39" 38" 80.6 os.8 80.0 80.0 48' 47' 61.3 81.3 80.0 80.0 54' S3' 61.3 81,3 00.0 80.0 BUCK DIMS eo• 59• eta 81.3 80.0 80.0 61" CO' el.3 01.3 80.0 80.0 DESIGN LOAD CAPACITY-PSP 24' 23" 80.0 80.0 80.0 60.0 FLANGE DINS, BUCK DIMS. GLASS TYPES'C'&"Cl' GIA59 TYPES'D'&'DI' FLANGE FRAME N 30' 1" 90.0 SOA 60.0 80.0 WIDTH(W)LENGTH(L)WIDTH(W)LENGTH(L) ETR.(+) 1NF.(-) fXr4+) INT.(-) 36' 35" 80.0 80.0 80.0 80.0 t9-1/8' 18-1/8" 80.0 80.0 $OA -80.0 4Y 80" 41" 59" 70.2 70.2 80.0 80.0 26-t/2" 25-1/2' 80.0 80.0 SMO BOA KQ $r 4S" 47" 61.3 61.3 80.0 80.0 37" 28, 38" �, 80.0 80.0 80.0 80.0 BUCK DIMS 54' S3' 84.3 54.3 725 72.5 48' 47' 80.0 80.0 80.0 80.0 SO" 58" 48.8 48.8 65.1 58.1 53-1/8` 52-1/8' 80.0 80.0 80.0 80.0 p 60' 05.1 85.1 01' 60" 80.0 80.0 50.0 80.0 24' 23" 80.0 Bob 80.0 Sao 19-1/8' 18-1/8" 80.0 60.0 80.0 80.0 EGUAL LEG FRAME 30` 29' 80.0 .0 80.0 60.0. 20-1/2' 25-1/2' 80.0 80.0 80.0 80.0 � N 3 35' 80.0 50.0 3Y 38' BOA 80.0 80.0 60.0 S 3 M 3B-3/8' 37-3/8' 42' 7Y 41' 71" 70.2 70.2 80.0 80.0 48' 47" 77.1 77.1 80.0 80.0 BUCK DORS Z Z l ,.., 48" 47" 81. 61.3 80.0 80.0 63-1/8" 52-1/8' 77.1 77.1 80.0 80.0 84' 53" 54.3 54.3 72.5 72.8 91" 60" 77.1 77.1 60.0 80.0 3 S 80" 59" 48.8 48.8 85.1 65.1 19-1/8" 18-1/8" 80.0 60.0 80.0 Sao U 61' 00" 48.0 48.0 84.0 64A 26-1/2' 25-1/2' 80.0 BO.0 80.0 80.0 0 24" 23' 80.0 50.0 80.0 60.0 37" 30' 80.0 60.0 60.0 80.0 FIN FRAME so-s/a' 30' 29" 60.0 S0.0 80.0 80.0 48" 47" 61.3 61.3 80.0 80.0 49-5/8' BUCK DMS 38' 35' 78.2 78.2 80.0 80.0 03-1/8' s2-1/8' 58.0 88.0 77.4 77.4 �y 42' �. 41' Be 70.0 70.0 80.0 80.0 all 60" 88.0 58.0 77.4 77.4 Y• 48' 47' 61.3 81.3 80.0 80.0 76-1/4" 74-1/4' 88.0 58.0 77.4 77.4 54' 53' 543 54.3 72.5 72.5 93-3/4' 92-3/4' 58.0 58.0 76.5 76.5 FLANGE ADAPTOR FRAME y5 R 56" 56" 02.4 52.4 69.8 68.8 19-1/8` 18-1/8' 80.0 80.0 80.0 80.0 '^ 24' 23' 60.0 80.0 SMO 80.0 26-1/2" 25-1/2• 80.0 80.0 80.0 80.o FLANGE qµ4-moi • 30" 29' 50.0 50.0 80.0 80.0 37" B, J8" or 80.0 50.0 60.0 60.0 38' 97" 3s" 98' 75.0 75.0 80.0 80.0 48' 47' 81.3 61.3 60.0 80.0 42" 41" 88.2 65.2 50.0 80.0 53-1/8' 52-1/8' 55.3 553 73.7 73.7 NOTE: 48' 47' 173.8 *'XS )b. W. 'ago •81 60' 49.0 40.0 84.0 64.0 GLASS CAPACITIES ON THIS SHEET ARE 49' 48" 9.6• 88.6 S&O • • ♦5-1/4' 74-1/4" 46.5 465 8119 61.9 BASED ON ASTM E13GO-09 (3 SEC. GUSTS) g a o W d 24" 2a• 0. 80. 0 18-ye" to-1/B" 90.0 90.0 80.0 80.0 AND FLORIDA BUILDING COMMISSION 30" 29" Woo 89.6 OMO • • 98LI/2" 25-1/2" Bo.o 60.0 50.0 80.0 DECLARATORY STATEMENT DCA05-DEC-219 12 30" 102' 3s' 101' 4.0 80.0 80.0 37" 76, 38' 75, 78.8 78.9 SOA 60.0 •JA PRODUGF REVISED iS 42' 41' 3.7 80.0 80.0 48" 4T 81.3 01.3 80.0 80.0 nk PEE 70592 09 conviyIng with the Florida 48' 45' .3 0 0 • 53-1/9' 52-1/6" 55.3 553 73.7 73.7 CJS. � Atc¢p�t C lVo � O�� 24' 23" 0.0 •80.0 89.0 • • 8A' 80' 48.0 46.0 64.0 84.0 Dx'rettOn Date 30" 29" 80.0 8.0 80.0 •• • • U. 108" 35' 107" 8.0 •80.0 89.0 4p1HOR SPACING TO BE AS PER SHEM 1 & 1.1 4 015 MOm 0do Pmdact co iTo! drawing no. 42' 41' 62.4 8. 80.0 W10-02 44" 4Y 59.1 80.0 80.0 eheel 2 O(6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/18'ANN.GLASS 3/18'HEAT STREN'D GLASS 075'Interlayer 078'Interlayer ABT q Sell"CP With PET Core Sonex CP N1th PET Core �Y d By'Eastman Chemical Co.' By'Eastman Chemical Co.' 090'Interlayer 0090'Interlayer Saflex Clear And Color Glass Sonex Clear And Color Close OR'Eastman Chemical Co.' BR'Eastman Chemical Co.'O G 090'Interlayer 090'Interlayer DuPont SentryGlas DuPont SentrAlas By'E.L DuPont De Nemours&Co.. Inc. O E.I.DuPont De Nemours&Co.,Inc.' OR 090'Indr .� aOuPont Butote WB DuPont Buldle PVB o: By'Lt.DuPont De Nemours&Co.. Inc.' By T.I.DuPont De Nemours&Co..Inc.' � 3/18'HEAT STREN'D GLASS 3/18'HEAT STREWD GLASS 3 R m G 1 ij II GE 12NE j!! t7 j ' SILICONE a d n II ii DOW CORNING 899 n p 1 j ii DOWICORNING 899 el F DOW CORNING 995 .I DOW CORNING 995 v I•I ! I "1 !i ii I v N 0 0 33r � M5 AT 1/4 POINTS ON LITES M8 AT 1/4 POINTS ON LITES WIDER THAN 38' CK N GLASS TYPE 'C' GLASS TYPE 'D' 7/18'OVERALL LAM,GLASS 7/18'OVERALL LAM.GLASS 3/18'ANN.CLASS 3/18'HEAT STREWO GLASS Fn qt 075'Inteloyor N Saflex CP With PET Core 075'Interlayer Sanex CP With PET Core BY'Eastman Chemical Co.' BR'Eastman Chemical Co.' Fz z ZOR O � 090'Interlayer .090"Intarloysr } o Saflex Clear And Color Clow Sonex Clear And Color Glass By 'Eastman Chemical Co.' By'Eastman Chemical Co.' U 3/8'AIR SPACE OR 3/8'AIR SPACE OR 080'Intorlryr 0 DuPont SentryGlas DuPontnSentrryyGlas SILICONE 3/18'HEAT STREN'D GLASS By'E.I.DuPont De Nemoure&Co„Ines By'E.I. DuPont De Nemoure&Co., Inc.' p GE 1200 OR 0980"Irderlayer 3/18'HEAT STREN'D GLASS 080"Interlayer = ii ii DOW CORNING 899 DuPont Butocile PVB .i I.I DOW CORNING 888 DuPont Bulaette PY8 By'E.I. DuPont De Nomours&Co., Ino.' By'E.1.DuPont De Nemours&Co.,Inc.' n\i i ii it p�€R• 3/18'HEAT SfREN'D GLASS 3/18'HEAT STREWO GLASS M4 ! pp I it�I SILICONE F SILICONE Y 4 GE 1200 GE 1200 DOW CORNING 899 1'I DOW CORNING 899 SILICONE i I DOW CORNING 995 Ili DOW CORNING 995 GE 1200 w M1 .i li!i 'v MI !i !i!i DOW CORNING 899 r\I 11 !II • •• E4 IiI.i jiI!,i'II!. • •• • ••• \"s DOW CORNWG 995•O •GPACR• XL EDGE SPACER ISA STEM OWCAWINIC•• ST.STEN BY'CARDINAL' •• OR• ••• .GPTDNAL GLAZING DETAIE4 OR • • �UR•R,-EAt 0" •• _ DURASEAL BY'OUANEW GLASS TYPES 'L'1' & 'DI' u , 01! OR 0 SUPER SPACER BY'ClUANEW p SUPER SPACER BY'OUANEX' Nn JAVAD AHMAD WWW AVL PRODUCT REVISED r M5 AT 1/4 PO NTS ALL SWES M5 AT 4 PO NTS ALL SIZES 7oss2 'A wJ i?'Codeingwilb 0 Florida o • ••• ••• • • / CAN. 8 S �. • • • • • • • • Acceptance No/Jr' .t7 n� $ GLASSGLAS3 1YPE_Cl_Cl' • • • • • GLASS TYPE 'DI' Br.imilanData fv 1'OVERALL I ISUL LO!"GLASS • • • •• • • 1'OVERALL INSUL. LAM.GLASS • •• • •(L.�uI.1. oar)• • By [drawing no. (S.M.I.) ••• • ••• • • . MAY 20 Miam adeP uc,Can IN ORDERTO QUALIFY FOR SMALL MISSILE IMPACT RATING W10-02 OL70 D0R PLY OF CLASS TYPE 'Cl'&'DiMUST BE TEMPERED. aha•t 3 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL D DISTANCE CONCRETE AT HEAD, SILL OR JAMBS f'o - 3000 PSI MIN, TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY = 2-1/2" MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm m 2000 PSI MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. j INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL D BUCKS INTO CONCRETE OR INTO WOOD STRUCTURES CTLY INTO CONCRETE CTURES OR INTO APPROVED MULLIONS FLANGE FLANGE TYPICAL AN FLANGE 1/4•MAX. FLANGE ° SEE EL BUCK FOR SP INO SHpAS Q ETAL V EJ ij ji WOOD STR SEE ELEV. •.> F STRUCTURE O li'i O I FOR SPACING <a•. M2 TYPICAL SEE ELEV.ANCHORS dyI� © .• FOR SPACING E7 S? MN. >, — • . P..• •! 'TYPICAL•ANCHORS I SEE FOR SPACING WOOD BUCK '^ E1 E3In W.t-, I 1/4.MU. SHIMS EQUAL LEG EQUAL LEG EQUAL LEG a a. EQUAL LEc 213Y WOOD BUCK .o M2 METAL ON e7 OR STRUCTURE C 1 STRUCTURE M jl I a' 9 3 jl jl N2 TYPICAL ANCHORS Z Z� FO SING c „ NS S2 & I w ° ------- C� ` 2 M3 S2 TYPICAL ANCHORS y . SEE ELEV. L fT)R SPACING 'a °•'. g y PIC II 11' M2 P..' •! TYPICAL AFlCHORS SEE E1.EV.i � II I I TYPICAL ANCHORS WOOD BUCK FOR SPACING II II FOR SPACINGSEE EO 44 4 ry •• ••• • • • •• WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM e W TYPICAL ANCHORS: smE lv. FOR SI&C[ • • i�SELF DRILLING SCREWS (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. . • •• • • • •IA M "I KSI,Fp92aKS� • • • Ty.1yty Kq)• =ALUMINbM. A. MIN. (Fy = 36 KSI MIN.) • 1/13"THK. MIN. (6063—T5 MIN.) Econ�YCML AD MAoPRODUG'1'REVISEDOOD STRUCTURESea com 1 iaB vdlb Ote 711wida 1-1/2" MIN. PENETRATION INTO WOOD N'I'ACT WITH ALUMINUM TO BE PLATED OR PAINTED) FLA•PE Tossz Bp 'o C.AN. Baildia Coda THRU 1 BY BUCKS INTO CONC.:DR MASONRY••• ••• Aid SMS A SELF DRILLING SCREWS (GRADE 2 CRS) Aca� tie�� 1 0 1-1/4" MIN. EMBED INTO C jNC. 01;MASDNTrf• •• •INT•0•Mb4M A)E COUNTY APPROVED MULLIONS (MIN. THK. _ .090' BF DIRECTLY INTO CONC. OR IjQNRY • •• ••• (NQ;JIM'SgAbE) MAY A2O Miemi eP ud ah.1 Browing no. 1-1/4" MIN. EMBED INTO ONC. OR MASONRY sheet of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL INSTALLATION DETAILS OJ THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW (O o tNSTALLATKIN DETAILS THRU 1% INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS S FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR Q� °n TYPICYd.ANCHORS 1/4'NA%.SEE ELLV. '�u FOR SPACING SHINS j� > 2BY W000 BUCK GY II I! WOOD STRUCTURE TYPICAL ANCHORS 'p STRUCTURE 1D OR METAL E3 I I O SEE CINE TYPICAL ANCHORS B3 ii ii A3 FOR SPACING U2 TYPICAL. SEE ELEV..A II S2 \g I \ .•< :' 1 FOR SPACING A} F 1-1/4.•'` d' -_-= X .ry, S2 MIN.. ' •�• .. it ii o TYPICAL-AgbHORS !j!� M2 ° to s11 i SEE a".' I•I• + '- ivFOR SPACING II 4 t \ g� WOOD BUCK .9 n ES E2 E3 'O ti r1 0 w 2 3/ 1/4' BUCK HEIGHT 1/4'NA7f. P 6 MIN�I � CAPWOOD cq n �� NOT�CGI STRUCTURE 1/2'MIN. 1/2-MIN. O M n z Z 2 3/8`MIN. FIN FRAME IA2 �� 8-9 CAULKING S TYPICAL ANCHORS: SEE ELEv. FOR SPACING I o .� OB SM s (GRADE 2 CRS) ><-- -------- INTO 29Y WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD BUCK DEPTH SHALL BE W. � THE USE OF DEEPER OR R BEVELED WOODBUCKS IS 9 PERMITTED. N�gY�q EXTERIOR 4� 4 BUCK WIDTH BUCK WIDTH •• ••• •• WlAW-DARE COUNTY I MIAMI-DADE COUNTY APPROVED • • • •I1• •I I• • • APPROVED MULLION I I MULLION& MULLION ANCHORS 1I •g E 8 t• •I &MULLION ANCHORS II SEE SEPARATE NOA II o u o • •• i�• •�I 1 •• SEE SEPARATE NOA • • II II CIVIL PRODUCT REVISED % FLA.PC i 70W2 BUmm 1 t 135n BaR gyCondn��da '•:• • I • Aacapamcc No J X04 TYPICAL ANCHORS• • • • • •• • • SEE ELEV. D•• • FOR SPACING 9drawing no. •• • ••• • ••• • MiDadaPmdwi on 1 #14 X 1•SMS. 015 W10-02 sheet of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2•505ITEM PART QUANTITY DESCRIPTION MATERIAL MANP./BUPPLTKR/REMARXB �U S E1 CGI-118 4/WDW. FLANGE FRAME 8063—T6 — LdYL C 089 E2 CGI-119 4/WOW. FLUSH FRAME/FIN FRAME 8063—T6 LOSS .612 E3 CGI-121 4/WDW. GLAZNG BEAD(IAM.GLASS) 6083—T6 — E4 CGI-123 4/WDW. GLAZING BEAD(LAM.INSUL GLASS) 6083—T6 — 3 .888 OBs E8 C0I-110 4/WOW. NAIL FIN ADAPTOR 6063—TB — 0.T M. EB CGI-108 4/WDW. FRONT FLANGE ADAPTOR 6083—TB — p U M1 CG1-382V AS RECD. GLAZING BULB WNYL PVC WROMEIER 75-80 SHORE A Oi 1' M2 CGI-124 AS REOD. SCREW COVER—OPTIONAL PVC — 8 n M3 CGI-112 AS REDD. FLUSH FRAME COVER PVC V '� E1 FLANGE FRAMEM4 - OPTIONAL GLAZING ANGLE(1 X 1/2 X 1/61 8083-TS - G 2.SOs Ms - 2/LITE SETRNB BLOCKS EPDM DUROMETER 85t5 SHORE A C 4 p.088 S2 010 X 1-1/4' 2/CORNER ASSEMBLY SCREW PHL PH SMS ST/ST I I rll�c vl 812 1.496 ifll .988OBS �• O 1 336 H OE2 FLUSH FRAME/FIN FRAME �p .678 Ilwl Fye .995ITYP .978 I W WELDED JOINT 1.184 AT ENDS SNM� E3 GLAZING BEAD (LAM. GLASS) S 3 M^ zzz .120 .9 Oso 1.000 128 VO V irn. � �• o 1.184 E4 s� GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE(LAM. INSUL GLASS) CIRCULAR WINDOWS o 1.130 .oes t-1.450--iIBD RECT. OR SQUARE WINDOWS $ 1.680 1.5mi .060 TYP. CORNER DETAI • LS .060 •• ••• • • • • •• 1.38s . • .• . . • • • moo O NAIL FIN ADAPTER E6 k'9D �.• i i .•• o Eryn ADCIAAFONDo PRODUCT REVISED ' as complying with the Fimids 1.39s 7.119 M PE Y 7ps92 7 Building Cuda � �.t80 • •• • • • • • s36 Acmptenee No I CIS g • 281• Lon Dote ?WD $ I , ii jj •060 • .Do • �r • •.• • • By ' • •• 1•�� • • • • • Miall foductcon I drawing no. . . . ... . ..• . 2015 W10-02 O FLUSH FRAME COVER O SCREW COVER sheet g of g • • • • • • • • • • • •• •• • • • •• •• M IAM hDADE 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)315-25'39 NOTICE OF ACCEPTANCE (NOA) www.minmidade.gov/economy CGI Windows&Doors 10100 NW 25'b Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dane 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 descrindhas been designed to comply with the Florida Building Code,including the Hurricane Zone. DESCRIPTI N:Series"Sentinel 110"Aluminum Sing=RlungWindow—L.M.I. APPROVAL DOCRRW ng o. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.IdS.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice o or and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RAT G:Large and Small Missile Impact Resistant. LABELING: Each unit shall el with the in ame or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and tbete has been no change in the applicable building code negatively affecting the performance of tms Product. •:,• 000 ••00 • TERMINATION of this NOA will occur after the expiration date or if there has boom a,revisioiZ or change-••• • in the materials,use, and/or manufacture of the product or process.Misuse of this-Nd4?as an endorsement;.... of any product,for sales, advertising or any other purposes shall automatically terVifiatt this MA.Tyailure 0 to comply with any section of this NOA shall be cause for termination and removal of MA. 0 '• 66:009 ..00.. . . 0000. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Cgitnty, PWIcIC and...... followed by the expiration date may be displayed in advertising literature. If anypailion of the.NOA is - displayed,then it shall be done in its entirety. . . . 0 0.000. INSPECTION: A copy of this entire NOA shall be provided to the user by 2he.fianufacturer or its:•••- distributors and shall be available for inspection at the job site at the request of the Buifding Official• This NOA revises NOA#14-0915.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.-15-0512.10 MIAMI-DADS COUNTY Expiration Date: September 22,2020 �Fjjjawq)] 7 15 Approval Date: August 06,2015 t Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H.Wdw.(L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory,LLC,Test Report No.HTL-0080-0101-10, dated 02/03/10,signed and sealed by Vinu J. Abraham,P.E. (Submitter)under NOA No.10-0510.11) C. Cqgmitatei 1. et�calculations and structural analysis,complying FBC-5t dated 09/08/14,prepared by Al-Farooq Corporation,signe hmad,P.E. r previous NDA No.14 0915.06) 2. Glazing complies withASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). 00090 . . 9999 0000.. .. . 0 009 • 999999 99 . 999999 000000 . . 0 0000.. 9999 99 9 9 0 • 0000 . .. 0 0000. . . 0000.. 0000 0000 0000.. 9.0099 0000.. 0000.. ss 99 . 999 . 9 9 99 M nue) z,P.E. Product Cont IE aminer NOA No. -0512.10 Expiration Date: September 22,2020 Approval Date: August 06,2015 E-1 ' l CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for thea"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-51h Edition(2014), and of no financial interest,dated 08/26/14,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10,issued by Hurricane Test Laboratory,LLC,dated February 03,2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Bufacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014,issued by RER,Product Control Section, signed by Jaime Gascon,Supervisor. G. OTHERS 1. Notice of Acceptance No. 140915.06, issued to CGI Windows & Dooeslo%&their Series"Sentinel 110"Aluminum Single Hung Window-L.M.I ,gyp irved o*V R2/.05/15• • • and expiring on 09/22/20. 000000 0000• .. . .. 0000.. 0000.. 0 0000 . .. 0000. . . 0000 0000 0000.. 0000.. • • . . . . 0000.. ...... 0 . ...... . .. . ... . . • 14(4 Man el.PrZer E. Product Control NOA TAT- 15-0512.10 Expiration Date: September 22,2020 Approval Date: August 06,2015 E-2 53 1/8' 52 1/8' 52 1/8' V FLANGE WIDTH BUCK WIDTH BUCK WIDTH 47 7/18' 47 7/18' 47 7/18' D.L.O.(FIX.LITE) FALSE MUNTRIS D.L.O. (FIX.LITE) FALSE MUNTINS D.L.O.(FIX. LITE) z 20 8/18' (SURFACE APPLIED) (SURFACE APPLIED) F S. MAX. MAX. g`* OPTIONAL 5 1/2'MAX. 20 9/18'** OPR0NA1. 20 9/18' MAX. 5 1/2' MAX. MAX. HEAD/SILL HEAD/SRL HEAD/SILL HEAD/SILL HEAD/SRL HEAD/Sill tXi CORNERS + CORNERS 61 CORNERS OL {E, �I II II If II II $ 14 . 7 D II II � II 11 F II II � MI d B II II -I g B II II 4 II I � II II ' II II O m ii %i li s � r'3j "j4 n n �UJ v G 4 ii C 6 II II �� c C2 II li ro 3 II II 7 11 II Q 41 N m . . $ FALSE APHNS 47 7/18' 47 7/18' (SURFACE OND) 47 7/18' D.L.O. (VENT) D.Lo. (VENV3O' M C$ 50 1/4' 50 1/4' 50 1/4' » Z2� VENT WIDTH VENT WIDTH VENT WIDTH §8�I aE;:50 FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME Nil TYPICAL ELEVATION SERIE SENTINEL LE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN R OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-RADE COUNTY SPACING EXCEEDS 20 9/16" APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS a IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. • LAMINATED GLASS THIS PRODUCT HAS BEEN DESIGNED AND TEwfo TO CONPLY•WIWI TYE • : : • INSULATING LAM. GLASS REQUIREMENTS OF THE FLORIDA BUILDING CWE INCLUDINS HIGO WELS" • • • HURRICANE ZONE(HVHZ). • •• • • . • ••• • LARGE MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHOFV%;R08WIY TO 4•IINSFER• 0 i ••• SMALL MISSILE IMPACT e LOADS TO THE STRUCTURE, Ear.AVAO T i CMPRODUCT REVISED ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS RXRXrL 70592 as complying with am Fbft g EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CA 3578 1luildingCodo • ANCHORING OR LOADING CONDITIONS NOT S,•0 *THESE IRT• • • AecoptancoNo� -�3xo•1�0 � � � NOT PART OF THIS APPROVAL ® • • • Imtion Date y A LOAD DURATION INCREASE IS USED IN DESIGN CROR 1NT0 00OITLY.••• • • !Ul ZO15 • � 4 ••• ••• Mist Dada oducL drawing no. MATERIALS INCLUDING BUT NOT LIMITED 1DOWEEL/IIIETAL SCRMS!THA? W d—d3 CAME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EgUAL LITER IINDOWS UNE UAL UTES WINDOWS �f DEf11014 LOAD CAPACITY-Pat, DESIGN LOAD CAPACITY-POP V PIANOS sm. I DUCK Dims. ImAss TYPES TVAI'0!499 TYPES'a'8'0 YIANGE DINS. DUCK DIMS. Mu.TOP LITE GLASS TYPES'A'A'AI'6L%W TYPES FIEIOHT R101H HEIOHf (-I IXL(+) 1NLYAM M 'A'HMW WIM HEWIT DILL W-(+) I 1NL(-) EXI.(+) 1M.(-) (((000 $ 18-1Je' 18-1/8' 7&0 NT 80.0 86.0 33-1/a• 7s' 92-1/6• 7B• 30-1/4• 75.0 1 75.0 80.0 85.0 O g �1 26-i/Y 73. 80.0 89.0 48• 70• 39-1/4' 75.0 X0 804 85,0 38' 2B• 78.0 79.0 80.0 69.0 28-i/z' zs-f/Y 70-6/8' 79.0 7&0 80.0 83.0 3 p. 4Y �/ 46' 75.0 7&0 60.0 88.0 31' 30' 83-5/8' 75.0 75.0 80.0 85.0 < 3 83-1/8' 82-1/6' 79.0 79.0 80.0 89.0 33' 85' 32' B4' 80' 75.0 78.0 80.0 89.0 g t9-1/8' 18-1/8' 75.0 75.0 80.0 89.0 3Y 36• 53-1/2' 75.0 7&0 80.0 854 26-1/2' 25-1/Y 76.0 78.0 80.0 85A 43• 42' 49-1/4' 754 7&O 80.0 85.0 �a9 37' 1-1/8' 38` 37-318' 78.0 7&0 60.0 83.0 y S od 49' 45' 78.0 76.0 80,0 854- 53-1/8, W 53-1/8' 82-I/B' 75.0 7&0 80.0 89A WIDTH W Z >Q 19-1/9• 18-1/8• 7a.0 7" 80.0 85.0 fZy G 28-112° 25-1/2' 78.0 7&0 60.0 85A f 37' 80-8/6 36` 48-5/0' 73.0 7&0 8&0 85.0 y 49' 48' 78.0 7&0 Goo 89.0 33-1/8' 82-1/8' 78.0 79.0 8Q0 85.0 � 10-1/8• 18-1/8' 76.0 7&0 80.0 85.0 28-1/Y 25-1/2' 78.0 75.0 80.0 85.0 37' 83' 38' 82' 75.0 7&0 80.0 a5.0 M • e5 48° 4B' 7&0 T&0 80,0 B&0 y 93"1/8' 52-1/8' 7&0 7&0 80.0 85.0 18-1/8' i6-,/8• K175.0 SOA 85.0 ze-, 28-,/2• 6&G a94 m• 75• ss• 79• 80.0 69.0 UNEQUAL LITES (ORIEL TYPE) O 49' 48' 80A 8&a q 53-1/8 52-1/8' 8&0 8&0 $ C3 OR 18-1/B' 18-1/8' 0 6&0 85,0 Vj f` 26-1/2' 25-1/2' 0 80.0 85.0 tQ� 3Y �• 35' 84• 0 B0.0 7YP SOCK DIMS K TYR NM48-1/2' 45-1/2' o 60.0 83.0 3 WroTH _o FLANGE FRAME w o FLANGE DBMS Sil (A BUCK D 0 w `o�ia� 'l QUA FAM R SUCK DOLS EQUAL LITES • • • • • • • • • $$it • • •• • • • • • FIN FRAME • •• • • • • ••• • 000 00: 00: 000 7 F Nn aVAD AHMAD BUCK DM Nn PRODUCTRBVISPA g FIA E i 0 82complyiing with the Ft071d•5216 Building Ce q NOTE, • • ••• ••i ••• ••e 3 Accept,mcc No 1560.0 2aQb GLASS CAPACITIES ON THIS SHEET 41Rt • • • • • • Imli Dote .gjj BASED ON ASTM E1300-09 (3 SGAC. GUSTS)a • •• • • • • • AN ADAPTOR FRAM Q 2�ti5 � drawing no. AND FLORIDA BUILDING COMMISSION•• • ••• • •••• • FMCE DIMS d0 prom'eM DECLARATORY STATEMENT DCA05-DEC-219 W10-03 sheet $ of 9 ••• • • • • ••• • s • •• •• ••• • •• •• ••• • • ••• • • 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS U 075'Interlayer 078'Interlayer SaOex CP With PET Core Saflex CP With PET Core o oR'Eastman Chemical Co.' 8y'Eastman Chemical Co.' OR Z T .090'elle Interlayer 090'Interl Saflex Clsor Md Color Glass Soflex Clear Color Glass I" o .' 'Eastman Chemical Co.' By'Eastman Chemical Coe�7 090'Interlooyyer 090'Ihterlayyeerr Kuraroy SentryGlas Kuraroy Sentry0loe By'Kuroray Americo.Inc.'OR By Kuraroy Americo, Inc.'OR 090'Interlayer 090'Interlayer Kuraroy Butacite PVB Kuroray Butacite PVB 8 A By'Kuroray America, Inc.' By 'Kuroray America, Inc.' V '14 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS a SILICONE FSILICONE GE 1200 M1 DOW CORNING 899 iv 'i' DOGE ICORNING B99 f i DOW CORN NO 995 !i DOW CORNING 995 : al eeeeelll C O ee Es 4 ON LRES AT 1/4 POINTS ON LITES g WIDER THAN �W1 M4 WIDER THAN 38' GLASS TYPE 'AGLASS TYPE 'B' p01 Sliar OVERALL LAM.CLASS 8/19'OVERALL IAM.CLASS GO 1/8'ANN.GLASS 1/8'HEAT STREN'D CLASS {/1 C yl 33 N �s 075'Interlayor 075'Intedooyyeer S 3 M SuDex CP With PET Core Sallex CP With PET Core Z Z ^, By'Eastman Chemical Co.' O'Eastman Chemical Co' UJ 090'Interloyer 090'Intarloyer C SaRsx Clear And Color Glass Saftex Clear And Color Glass By'Eastman Chemical Co.' BR'Eastman Changes[Co.' OR O 1/4'AIR SPACE 090'Interl 1/4'AIR SPACE 090'Interloyyer Kuroray Senr Alae Kurcray SentryClas 1/11'ANN. CLASS By'Kuroray America,Inc.'OR By'Kuroray America, Inc.'OR O 090'Interlayer 090'Interlayer Kuraray Butacite PVB 1/8'HEAT STREN'D GLASS Kumray outsells PVB By'Kumray America,Inc' By'Kuroray America, Inc.' 1/8'ANN.GLASS 1/8' HEAT STREN'D GLASS SILICONE SILICONE CE 1200 sGE 1200 DOW CORNING 898 DOW CORNING 1199 M1 - is DOW CORNING 998 Mi 1�: DOW COR 995 m o 4 i ••)R,EWE:PACER • • ••• i� ��i� KL EDGE SPACER 6 S :• S1E vY•G1IEX' �l�IN,,I�' • • ST.STEEL BY'CARDINAL' o • "'i"w� OR i v'�`^••• •• O DURASEAL BY'QUAN Fg •• • OR • ER MICER V''MW •• E9 SUPER SPACER BY'QUANEX' o t qn JAVAD AHMW PRODUCE REVISED y�yy T W AT 1/4 POINTS ALL SIZES CIVIL as complying wOh the Plorids T / M4 AT 1/4 POINTS ALL SIZES FIA. 70502 Buildmscode g y • ••• • • C Accept No 0.70'OVERALL IN • • • • • • • GLASS TYPE 'BI' tura m Dain LAMS i$ • • • 0.70'OVERALL INSUL.LAM.CLASS . .•(L.M•1 8WI.Y}. . By (S.M.I.} • •• • • • • • • J 3 0 M5 Duds Product drawing no. ... ... ...TYP 9t ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING W10-03 EXTERIOR LASS RIOR PLY OF CE'At'&'81' MUST BE TEMPERED. sheet of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • TYPICAL ANCHORS Sm El FLANGE & FLANGE ADAPTOR FRAME X04` ICK FOR SPACING METAL WOOD BUCK 'a I STRUCTURE 'o 1.4: .iG °•°. •a•: a 'e� •'FDGFa.D6T.•, ELEV.CHORS Fr ------------- TYPICAL -------------'—i� 0 •° d FSEE FOR SPACING I MAFII—DARE COUNTY APPROVED MULLION&MULLION ANCHORS IPA EDGE DIST. S N DIST. a i SEE SEPARATE NOA I EDGE DIST. O — I �S n" Jll M2 3 a �M w 8 a SB \ SEE EII.ANCHORS SEE E.ANCHORS 0 dl ' SEE ELEV. SEE ELEV. ( FOR SPACING FOR SPACING NO 2 3/8"MIN. o 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 F \c✓�L_ OPTIONAL TO n.Y2 3/6'MIN. ` TYPICAL ANCHORS: SEE ELEV.FOR SPACING J t EGRESS LOCK i I AT SILL ve120 KSI, lK51) 177 KSI,Fy=155 KSI) � OD STRUCTURES r © R `�` 1-1/2- MIN. PENETRATION INTO WOOD c� THRU 1BY BUCKS INTO CONIC. OR MASONRY '� 040 y0 WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY c p N W DEPTH SHALL BE 2% THE USE OF 3 W I DIRECTLY DEEPER OR BEVELED WOODBUCKS IS —1/4" INTO CONIC. OR MASONRY Z z ! I A PERMITTED• 1-1/4" MW. EMBED INTO CONIC. OR MASONRY i v #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) V o I INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) o i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) h 1 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) it INTO MIAMI—OADE COUNTY APPROVED MULLIONS (MIN.THK. _ .090) ° (NO SHIM SPACE) S4 ` 1 TYPICAL EDGE DISTANCE 2 t ! 2 INTO CONCRETE AND MASONRY = 2" MIN, ES iNTO WOOD STRUCTURE - 1" MIN. 6o e n INTO METAL STRUCTURE = 3/4" MIN. MB . i7 X88 ••• • • • • • •• C O 2 • • • • • • • • WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. g<m v i t4 • •• • • • • • CONCRETE AT HEAD, SILL OR JAMBS t'o= 3000 PSI MAN. •• • • • • ••• • C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. 1 • ••, •• • • • •• nqr.JAVAD AHMAD PRODUCT REVISED yy d.° • CML es complying Frith tho Flarldo T °° d ° FIrC PE f 70592 wld'U�g C°de S' sssu Accwt=mm No! •0512 l0 S • ":•;'•. `'':a '.•. a ,' (ration Date •^ 'o' �. •'•,• d V •.. a \ • • .B TYPICAL ANCHORS •.. E06E d57,�' T�ICAf. • �^.r•P►•`.° ' SEE El INitnnl ado drawing no. °•1� ' •• ` sv4 • • • .�:. •. FOR SPACING 0 2015 W10-03 WOW BUCK ••• Fill SPACINW•• • sheet of 9 j Or • • • •• •: ••e •�• t• •• 1/4'MAX. BUCK WIDTH 1/4•MAx. FLANGE & FLANGE ADAPTOR FRAME SHIM SHIMS �I TYPICAL ANCHORSD ' 1 TYPICAL ANCHORS Q SEE ELEV. SEE ELEV. FOR SPACING L FOR SPACING M9 V.a FLANGE ADAPTOR FRAME g o STRUC11J •1 1 4 RE v d lmh METAL - ' - - - - ---_ Yi isy EXTERIOR 1 r WOOD BUCKS _ _ Q b ' D.L.OPG. 0 1/4' 4.1 MAX. BUCK VADTH 1/4•MAX. ((( � SHIMS SHIMS 8 TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS ! O FOR SPACING SEE ELEV. i ❑ FOR SPACWG j4 N Sze WOOD BU 01 0 - WOOD SrRUOTU U O leyP WOOD SUCKS v 1 F v MIAMI-DADE COUNTY O S APPROVED MULLION fid 8 EE SEEP°ARRATEE�NO°AA 1 /2•rn'' E s BUCK WIDTH BUCK MOTH ��@ INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES.0*0 ol } • —• • • e • I•• I • • •• O Engn a AH PRODUCT RSVLSBD I ES 705 w"Iyri s veas ldt Florida FIA P W92 92 Building Cale • I __ •• _.._._ 1 EJ CAN 3538 Acceptance Nolon Dal e� !7•ro •. .. • • • • By Bde 41 • • • • • •• • • 1 drawing no. • 114 X t•Flk Sk• .. •.• 2015 W10-03 Sheet of 9 ••• . ,�, Trick 11�`�,oHO� EQUAL LEG FRAME SEE M. METAL STRUCTURE WOOD SUCK-\ •. :. I ';. 'TYPICAL ANCHORS r--------------------1 ."4 r � SEE ELEV. I r-------------------1 I 3 .s' d,.'' .d• ee d EDGE..DIST.• s FOR SPACING I MIAMI-DARE COUNTY APPROVED 1 2 Z < ''a EDGE I;MULLION&MULLION ANCHORS i2 O d, E DIST. ` SEE SEPARATE NOA I a �• \ \ II EDGE DIST. �I LL_-----_- 'I' --------- Al M3 S Es TYPICAL ANCHORS TYPICAL ANCHORS Q� 'iM2 SEE ELEV. SEE ELEV. S E Q g S5 FOR SPACING FOR SPACING d(Ir SrANCHORS MIAMI-DADE COUNTY y5�; FOR SPACING EE EUEV APPROVED MULLION MULMULLION ANCHORS LL �d i� SEE SEPARATE NOA 0 1/4°MpX. BUCK WIDTH RUCK WIDTH BUCK WIDTH 4 SHIMS o �. SWEEP LOCK 1 1/4'9• I i J OPTIONAL 70 0• - = I I �+ Vl EB EGRESS LOCK AT SILLo 89 3e ° I I C3 W 4 ® E9 d M3�• I .._ _ I �I _ _ N g LI44I O g a I O g M Z Zti wZ5 o Si EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY o INTO WOOD, CONCRETE OR METAL STRUCTURES ti WITHOUT THE NEED OF A WOOD BUCK. G 5 2 3/8'MIN. t i E 2 erai��```�� ..4 '.! 'r • 'I •:a of 1 �-2 3/8`MIN. •4 \ •b a TYPICAL ANCHORS o• ®o N9 . •I• I ••4 ....'a-. I= I SEE ELEV, • 8 ••• • • • s • FOR SPACING E2 • • • • • • t • `� Engr.J VAD AHMAD PRODUCC RL•VISBD CML ee comPlYingndlAlhe Florid% -"'-----' FLA.PE f 70592 Building Codd 0 WHEN USED THE MIN. WOOD BUCK DA'saw AeesptoneoNo L4 1G k irelto bele r., •v• •. •�••. ... • $Fh+ij.. BE 2%". THE USE OF 6 a �' •v°• • • EPER•OR•BEVELED WOODBUCKS IS EDGE DI \ fii. •, W ° 1BY F i N •••• BavlAl� drawing v: I FOREPACING••• ••• W10 OOD BUCK • • PBRRTp • "Ono3. sheet g of g • •• •: ••• •i• • • TYPICAL ANCHORS (' LLUSIRATIVE OTIS.ONLY SEE ELEV FIN FRAME y.V EXT.OR INT. FINISHES 1 FOR SPACING NOT BY C01 HOUSE WRAP TYPICAL ANCHORS: SEE ELEV.FOR SPACING NOT BY CGI 48 SMS (GRADE 2 CRS) EI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES d' BACKBED 1-1/2° MIN. PENETRATION INTO WOOD ti ! ' CAULKING ss ! �3 O � II9 P l SWEEP LOCK OPTIONAL TO EB EGRESS LOCK to AT SILL WOOD STRUCTURE i/4'MAX. BUCK HEIGHT 1/4'MAX. COOO © NOT BY CGI CAP CAP w OE4 1/2'MIN. 1/Y MIN. f/1j 3 " 3 n W I z Be :i � �z = B UON � CAULKING cn cz S4 1 I HOUSE WRAP EB NOT BY CGI EXTERIOR u 01 i g'o_ NB . H •.• • • •• i ••• D.4 OPG. S E ' : • • �C 6 al U i� • as go Engn JAV�AFOAiD PRODUCTng ,th ftFtmida i FIA. 70592 Building� mr Code HOUSE WRAP �5� Amptanw No/S•010 .10 NOT BY CGI 1 ' ••• • • °{� • • 11onData Mlmvd PAA%4 droving no. • t. 9n►5 W10-03 1 SEE 61L ANCHORS• •••^ • 000 • SEE 61" • FOR SPACING 9ho9t 7 Of 9 • • • ••• • • • • • • • • • • • • ITEM PART I QUANTITY DESCRIPTIONU MATERIAL MANE./9UPPLffiL/RE3IARKS tr E1 CGI-100 I FRAME HEAD 6063-T6 - �`% E2 CGI-101 1 FRAME SILL 8063-T6 - E3 CGI-102 2 FRAME JAMB 6063-TB E4 C01-103 1 MEETING RAIL 8063-T8 - Ell CCI-104 1 LOCK RAI. 6063-76 - E11 C01-105 1 HANDLE RAIL 8083-T6 - gIL Ov E7 CGI-108 2 SASH RAI. 6063-T6 - ES CGI-107 AS REGO. 6/16'CLAM BEAD 6063-T5 0 EB CGI-1011 AS REDD. 0.700'GLAZING BEAD 6063-TS - Q �} E10 C01-108 AS REDD. FRONT FLANGE ADAPTOR 8083-T6 - G7 'A Ell CGI-110 AS READ. NAIL FN ADAPTOR 6063-T5 E12 OGI-135 1 FLANGE FRAME HEAD B063-TB - VAT*tl E13 CCI-136 2 FLANGE FRAME JAMB 6063-T6 - a7 E14 CGI-137 1 FLANGE FRAME SILL 6063-TB - 3r E17 CGI-605 OPTIONAL SCREM FRAME 6063-T5 M1 COI-382V AS READ. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC "EE M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV.- -M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM, 3'LONG AT ANCHOR LOCATIONS PVC - t� M4 - 2/LTTE SETTING BLOCKS EPDM DUROMETER 80t5 SHORE A v� MS SUPER BOOST 2/WDW. SPIRAL BALANCE - I BSI OR EQUIV. !n MID - 2/WDW. BLOCK/TACKLE BALANCE - 851 OR EOUN. M11 W2320ING AS REOD. PILE WITH CENTER FIN WOOL ULTPAFAB OR EQUIV. Bi Q�O M12 CCI-129 1/wow. EGRESS LOCK ALUM. SULLIVAN is O M13 CGI-131 2/WDW. HANDLE PAIL END CAP NYLON M&M M14 E26018WN - D BLAB-T SLOT PVC ULTRAFAB OR FAUN. MIS C01-133 4/WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M (A X I p MIS CGI-130 2/WOW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M a 3 N M17 A30730401-32 1/WOW. CAM LACK ZINC TRUTH OR ED=. C3 3 M78 OGI-132 2/WDW. SASH STOP,2'LONG PVC PROTOTYPE OR EQUN. Gj zzC z� M20 CGI-125 2/WOW. SASH CAM(8/17 BALANCE) NYLON M&M it M21 — 2/WOW. B/T BALANCE TAKE OUT CLIP — BSI OR EQUIV. ' p M22 146-6 2/WOW. WEEP COVER NYLON AMESBURY OR EQUN M23 CCI-134 — SILL SPACER PVC PROTOTYPE OR EQUN. S2 — 2 OR 3/CORNER 10 X 1 1/4-LA.PHL.PH.SMS. ST/SL ASSEMBLY SCREW — — S4 — 4 WDW. 8 X 1 Y PH.SMS.ST ST BALANCE BRACKET SCREW — — S5 — WDW. 8 X 1'LG,FH.SMS. ST ST.SPIRAL 9.ASSEMBLY 56 — 2/LOCK 6 X 1/2'I.G.FH.SMS.O CCI-133 &CAM LOCK — — V 2 _�LgSf 0pn$a •• ••• • • • • • •• .S $$g • •• • • • • ••• •• •• 669 •• • • • •• Engn JAVAD AHIIAD PRODUCT REVISED 1 CML m camplytng wilh the Florida FLA PE i 70592 Building Coda CAN.X438 Acceptmlco No f ••• • ••• • • 6a retion Date • • • • • • • • • • • • • •• • • Jl� f5 tv By eda PrOduN drawing no. ... W10-03 sn9@t a or s i • . . . . . . . . . 2.505 -2.505- r 2.805 -^I .Otl9 V C�j I S2 Cdp 52 1.745 .811 81 t 1.550 J 1.680 C .745 65 llas.745 089 Oso / tS 1.015 14-1-5 Ei2 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD Ett NAIL FIN ADAPTER �^4 ,.983 ,.893 1.007 a W .745 I 0 m 085 065 i TYP. irP. 065 Iii '� � 2.113 3.175 1.388 3.879 3.175 5 1.429 1429 VENT TOP CORNER 1.000 b00 1.220 \ 'S� E4 MEETING RAIL 2.505 FRAME TOP CORNER 2.503 $ Q 1.220 OQ Et4 FLANGE FRAME SILL E2 FLUSH FRAME SILL y b00 1.301 1.301 I 1.788S2 'S F089 065 Z Z 1.015 U o 2.440 2.440 fffililil I [ r- I1 I E� LOCK RAIL 1.015 IL 1.018 FRAME BOTTOM CORNER VENT BOTTOM CORNER .745 .745 2.195 U 2.848 2,3gg E13 FLANGE FRAME JAMB EJ FLUSH FRAME JAMB 119 1.892.490 120 1.043OBSIYP.;- .030 TtP. .71.015884 ••HAND RAIL O 5/16' GLAZING BEAD O • .700'Ql�Zll BfAOi i •• • •• ••• •• • • •• 1398 e 1.398 1.449 .745 E^9n JAVM AHWOPRODUCT REVISED t 1.450 16o i CAN. 92 vs complying wish the Florld� o .29J ••• • � A�cccplenrnoNo .080 p • • •1.025 • ,085 .015 .550 .050 irol on bele �� o S 8 4 • .085 • 1.41 • :•• • •• • • M DedeProdu drawing no. •• :• :.. ••• 2015 W10-03 O FLUSH FRAME COVER •• ' 1 0 SCREW COVER O SASH RAIL E7o FLANGE ADAPTOR sheat g of g • • • 0:0 • • M IAM f•DADE MIAMI-DADE COUNTY,FLORIDA M 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.miamidadLgov/economy CGI Windows&Doors 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.'The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and h esi ed to comply with the Florida Building Code, including t urricane Zone. DESCRIPTI N: Series"Sentinel 12011 Aluminum Horizontal Sliding Window-L.M.I. . APPROVAL DO rawi - erre Alum. Horiz. Sliding Wdw. (L.M.IJ S.M.I.)", sheets 1, 1.1, 2,2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product rrodu s mp wx a cceptance number and expiration date by the Miami-Dade Cou Control SectionAUSSILE IMPACT RATIN and Small Missile Impact Resistant LIMITATIONS: 1.Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per FBC requirements. 2.The Day Lite Opening's(D.L.O.)of maximum 495/8-inch(Width)by maximum 553/4-inch(Height). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,oika•state.,••••• series, and following statement: "Miami-Dade County Product Control Approved'; unths otheg jnoted herein. '..• . •••••• RENEWAL of this NOA shall be considered after a renewal application has beenAlcLand there has been:....: no change in the applicable building code negatively affecting the performance of thispxxquct. ;.. *0 0 • TERMINATION of this NOA will occur after the expiration date or if there has beSi1 a revision or change ..:.. in the materials,use,and/or manufacture.of the product or process.Misuse of this 1 �•as an etulpf^sPanent ...... of any product,for sales, advertising or any other purposes shall automatically termjiaatp this NOA.•Failure • to comply with any section of this NOA shall be cause for termination and removal o47NOA. • • 000000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade. Cgidnty, Florida,•and e•••• followed by the expiration date may be displayed in advertising literature. If any portion of&e* Id¢A is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0512.05 and consists of this page 1 and evidence pages E---1,E-2 and E--3, as well as approval documentimentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. fMre�rtr oaoe cooly ry NOA No.154929.13 Expiratlon Date: September 22,2020 ApprovaI Date: May 19,2016 Page 1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. . DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No.W10-18,titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2,2.1, 3, 3.1,4 through 11 of 11,dated 03/29/10 with revision "G" dated 05/02/16,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202•-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 24113.2.1,TAS 202-94 ` along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 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. (Submitted under previous NOA No. 15-0512.05) 0000 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading pe.AC TAS O� - 94 2) Large Missile Impact Test,per FBC,TAS 2Qj JR4. '••• : ••• 3) Cyclic Wind Pressure Loading,per FBC,TASZ3-94 :....: along with marked-up drawings and installation diagram o f•2t a(ties R(ai eot out..... window, to qualify DuPont"Butacite"PVB interlayer,Duraseal(Vend Supe;Spqper®..:..' insulating glass spacer, prepared by Certified Test Laborato s.•test Repbst No..... •• CTLA-3056 WB,dated 03/03/15, signed and sealed by Ramesh.C.Patel,P.E. • '. (Submitted under previous NOA No. 15-0512.05) • • • •..... Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-1 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTnvuED) 4. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series aluminum fixed window,to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WC,dated 04/16115, signed and sealed by Ramesh C.Patel,P.E. (Submitted under previous NOA No.15-0512.05) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact-Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HT"080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) C. CAL 1. Anchor verific calculations and structural analysis, complyin with FBC 5th Clition (2014), repared by Al Farooq Corporation, dated 09/17 revised o 0 /16, signed d sealed by Javad Ahmad,P.E. 2. Glazing co les with ASTM E1300-09 •• .... ...... D. QUALITY ASSURANCE • 1. Miami-Dade Department of Regulatory and Economic Resour"*<-RER). •• • 0 E. MATERIAL CERTIFICATIONS '• • • ..... 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amer,�gg,Inc.fox their •• ••• "ButacittO PVB Glass Interlayer"dated 04/25/15,expiring WWI �••�•� "*':' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Anime#;Inc.for their •• s'SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/r5,ex?wmg•on • 07/04/18. •••••• 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company"A) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. Jorge M. lasencia,P.E. Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-2 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Intbrlayers"dated 0619/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5th Edition(2014) and of no financial interest,dated 08/17/15, issued by Al-Farooq 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 Section, dated 04/08/15, signed by Jaime Gascon,P.E.,Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC,dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C.Patel,P. E. (Submitted under previous NOA No. 1S-05X2.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P.E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted uiiderNOANo. 10-0510.12) G. OTHERS 0000 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Does,jor their.... Series "Sentinel 120" Aluminum Horizontal Sliding Window•—•L.M.I., aptzoved on •; 08/20/15 and expiring on 09/22/20. 409666 •• • 000000 • 000000 0000.. 0000 96 • • • 0 . . . • 0000. 0000 .. 0 . 99.6. 0000.. . . •00 0 99 09 9000.. 699.9. 0 • 0000.._ 999966 . • • • • 6..99. • • • 999 • • • Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No.154929.13 Expiration Date: September 22,2020 Approval Date: May 19,2016 E-3 ,TYPICAL ELEVATION 1��' t to' • FLANGE WIDTH BUCK WIDTH B• 5 MAX � g WAD/SILL S'VAX. �mg Z TYP. m TYP. NEN/SILL 8 8 MTG.STILE - _MTG.STILE . O a F FLA g / Hp 6 U m FALSE MUNTNS AOOI..ANCHOR REQ0. FALSE MUNTINS V:ATOD.CLEACR' OR READ. (SURFACE APPLIED) 32 7/8' 32 7/B` AT CENTER OF ALL PANELS (SURFACE APPLIED) 32 7/8` 32 7/B' 7;Effm OPTIONAL OF ALL PANELS OTIONALtD*LD. +� FUIED OR OPERABLE D.L OPG. D.L OPG. D OR OPERABLE Iµ-�. -'�A6_OVE 30•PANEL WIDTHS ABOVE 30'PANEL WIDTHS e A W ATA SAL EN 3/8- AT HEAD/SILL TH PENT WIDTHANGE & FLANGE ADAPTOR FRA1u EQUAL LEG FRAME � D _ 3NM 7 O 110' c z WIDTH �O S 1/2' 13 8/15'MAX HEAD/SILL 5 MAX. HEAD SILL m� .SERIES, SENTINEL 1120 a - 1MTa sntE ALUMINUM HORIZONTAL SLIDING WINDOW PRODUCT REVISED DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER as o P11112 with the Florida CHARTS SHOWN ON SHEETS 2 & 3. Bu))dln Ced NCA-No. 15-0929.13 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Expiration Date 09122/2020 c u F II F OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY B R B -- ----- a N- a INAPPROVED BETWEEN.NOOWS USING MWAI-DADE COUNTY APPROVED MULLIONS Mlam e e P ua n �3 E —_�--_ % Ix -,f - 1xV/ !� LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL is Q$ WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS ii INSULATING LAM. GLASS u°g un p -- -- II THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1L--_--_- _ REQUIREMENTS OF THE 2014 s ) LARGE MISSILE IMPACT o$a R-- - INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). SMALL MISSILE IMPACT S E i • • •• (5TH EDITION FLORIDA BUILDING CODE '' ••• ••• •1'L1 • • • • • C Y O W Y • • R• • • • •• +� WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 1 111 1 2 • •• •III • • • qj LOADS TO THE STRUCTURE % B • • ••� • • • •• ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS �� P��• �i i ,1 ••• EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. .� VRt ''•, A B C ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE • • NOT PART OF THIS APPROVAL j' •1 h FALSE MUNTNS gg ,I (SURFACE APPLIED) 37 7/B' • • 32'#B' !• • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. _ S •A '8 O.L.DPG. D.l•OP • • • • ALL SHIMS TO BE HIGH IMPACT,NON-MEFALUC AND NON-COMPRESSIBLE. 1 • • •e • • OF ,•y.` drawing no. 36 3/B'• • • • MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS,THAT 14AY 1 1201 '. RoR1o►•.:' \'�� • • yEM ypl{ T,,,, • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE iS "'••• �� 6489 •X78• REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE&ADOPTED STANDARDS 7 S�DAJ�-°;l ahggt I oT 11 • • • ••• • • TYPICAL ELEVATION nt' 1,0• V c� FLANGE WIDTH FLANGE WIDTH MAX. 5 1/2' _ d HEAD/SILL 5 TYR m HEAD SILL 5'MAX. 3 Z 8 $ MTG.STILE A, MFCSIILE : iF F�. E it 8 li it 8 E, tl F ii li F 8 N �� M " n 11 x \F� \o u D g•LtIy•; -j 5 (Pit ii o f B, ii it O 8 � � U FALSE MUNDNS ADD/.ANCHOR READ. FALSE MUNIINS ADD/.ANCHOR REOD. (SURFACE APPLIED) 24 1/2` 49 5/8' AT CENTER OF ALL PANELS (SURFACE APPLIED) 24 1/2' 49 5/8° AT CENTER OF ALL PANELS lr! OP110NAL D.L.OPG. D.L.OPO. MMD OR OPERABLE OPOUNAL O.L.OPC. D.L.OPO. FIXED OR OPERABLE 0 �S ABOVE 30'PANEL WIDTHS ABOVE 30'PANEL WIDTHS 0 28' AT HEAD/SILL 28' AT HEAD/SOL VEM WIDTH YENT WID1H c 1` FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME � *�C"2 N 0 M n BUCK,WI.WI L Z� DTH 5O 5 1/2- 13 5/18' O-•- MAX. 5.MAX MAX. V p HEAD/SBlT.P HEAD/Sill � MTC.STILE b J_r ; ii I' I u u n u n u II o 6 'NT �o • „ x] 11 11 V qq 11 C• If u It •••It• • • • � o 8 • II• • •II• • � •1• ��`t �T /� e PRODUCT REVISED as comple with the Florlde }• FALSE MUNDNS • • Budding Code _ .g (SURFACE� __) 24 1/2' ••a 49 5/S' •••` • • • • NOMNo. 15-0928.18 9 NAL D.L.CPO. • D.L.' 'PG. •28' i • • • • • •• • • Expiration D t 09/22/2020 • • • OF P��j� drowFng no. VENT WIDTH• i• • ••• ••i ••• 9y120 �'� '•...ORID�•r'' ••• .FIN Miami- product vontroll t�AY 1 1 s/o�At W 10-18 L I ,t ah•etl.1of11 • • • • • • •• •• DRSIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY -PSF (XO OR OX SIZES) (XO OR OX SIZES) bTD.M70.RAIL H.D.MTG.HAS, STM.MTG.RAE• H.D.HTO.RAIL K.D.MTG.HAIL o_ CIA)$TYP83 C=7TPBS GLL9B TYPES GLi88 TYP89 O1A99 TtPBB z a 3 FLANGE DIMS. DUCK DIMS. 'A MU',VWB1' 'B'&'BL' FLANGE DIMS. BUCK DIMS. 'A"&'A1','9'&'81' 'S'&'81' Icr&'C1' Q MOTH HEIGHT TROTH WHIT EXT.(+) INT.(-) EXT.(+) INT.(-) MOTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 23-1/2' 83. 85.0 80.0 90.0 55-3/4" Sh3/4" 554 654 80.0 90.0 65.0 65.0 4 �. 36' 25' 65.0 65.0 80.0 90.0 6-15/16 26' 7-15/18 25" 65.0 85.0 80.0 90A 05.0 65.0 63-1/8• 52-1/8' 654 65.0 804 90.0 53-1/2' 82-1/2' 65.0 65.0 BOA 90.0 65.0• 65.0 74' 73' Mo 65.0 80.0 90.0 35-3/4' 54-3/4" 65A 65.0 80.0 90.0 '65.0 65.0 26-1/2• 25-1/2' 65.0 85.0 80.0 90.0 8-15/16 38-3/8' 7-15/18 37-3/8' 65A 65.0 80.0 90.0 65.0 6SA 14 37' 35' 65.0 65.0 80.0 90.0 83-1/Y 82-1/2' 65.0 65.0 80.0 90.0 65.0 65.0 0' 36-3/8' 37-J/8' $ 53-1/8' 52-1/8" 65.0 65.0 60.0 90.0 55-3/4' S4-3/4' 65.0 65.0 8D.0 90.0 65.0 65.0 4 8 74' 7J" 85.0 85.0 60.0 90.0 8-15/16 50-6/8" 7-1b/18 49-6/8• - - - - 65.0 65.0 V 26-1/2• 25-1/2' 65.0 &54 80.0 90.0 53-1/2• 52-1/2' - - - - 65.0 65.0 tW�1 2 50_5/ 36" 49-5/8• 80.0 90.0 55-3/4" 54-J/4` BS.O 85.0 80.0 90.0 .85.0 854 4 3-1/8 52-1/8' 65.0 65.0 80.0 90.0 8-15/16 63' 7•-13/15 62''�%• - - - 65.0 65.0 74 73' 65.0 15.0 80.0 90.0 83-1/2` 82-1/2" - 63.0 85.0 614- ^ 25-1/2' 65.0 65. 80.0 90.0 - - -G JB' 62, 65.0 65.0 80.0 90.0 52-1/8" 65.0 65.0 80.0 90.0 7J' 60.2 60. 60.0 90.0 (1/3W) (2/3W) r i G aWC E (1/2W) 'D O OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH n 'XO OR OX' o 3 " p OPERATING VENTS _THE WINDOW WIDTH O C!LROX':) � 1S'TYP. BUCK D01S K'TYP. BUCK DIMS BUCK DINS o FLANGE FRAME EQUAL LEG FRAME ElANGE ADAPTOR FRAME FLANGE DIMS FLANGE DDS FLANGE & FLANGE ADAPTOR FRAME . • •• EQUAL LEG FRAME °s a • •• • • • • • ��Y D W 6 6 11 It PRODUCT REVISED • •• • 000 • •�l OTE: Bulldl g ICodewlth the Florida -,k(• •• • • NOA-No.0 d 1"929.13 S $ a 5 • • • •• • 1GLASS CAPACITIES ON THIS SHEET ARE E4 •E4 • • • •• 1BASED ON ASTM E1300-09 (3 SEC. GUSTS) Explratlon Date 09/2212020drawing no. • • • • • • 6AND FLORIDA BUILDING COMMISSION �, OmOR. ��` STD. MTG. RAIL_ • • • H. MTG. RAILf •DECLARATORY STATEMENT DCA05-DEC-219 By ppy �i�SS.......... G`� W��- S ••• • � Mlam a Product on ��RI � � 2U16 �TTT I 11 cheat 2 of 11 �•� • • • o ••• • • • • • • • • • • • • DESIGN LOAD CAPACITY -PSF DESIGN LOAD CAPACITY- PSF (XOX SIZES) (XOX SIZES) STD.BTG.RAIL B.D.BTG.RAM SM BTG.RAD. B.D.UTO.RAD. H.D.BTG.RAIL o 01699 TYPES 41m TYPES MASS TYPES am TYPES am TYPES Z y � FLANGE DINS. - BUCK DIMS. TWA1',Y♦'&'61' Ill,&'B1' FLANGE DIMS, BUCK DIMS. 'd'&'dl','8'&'81' B'&'Bl' V&'01' � y WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EM.(+) INT.(-) EM.(+) INT.(-) 74' 73' 85.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 65.0 65.0 �C�� p 108-1/4 25' 105-1/4' 25' 65.0 65.0 80.0 90A 106-1/4' 26' 105-1/4" 25' 85A 65A 80.0 90.0 GSA 65.0 111' 110' 65.0 05A 80.0 90.0 ill' 110' 85.0 05.0 80.0 90.0 65.0 65.0 a G 74' 7J' 85.0 6 5 .0 80A 90.0 74' 7J' 85.0 85.0 80.0 940 86.0 85.0 A 108-1/d' 38-3/8' 105-i/4' 37-3/e' 65.0 65.0 50.0 90.0 106-1/4' 38-3/8' 105-1/4' 37-3/8' 65.0 65.0 80.0 80.0 65.0 85.0 111' 170' 65.0 65.0 60.0 90.0 111' 110' 65.0 85.0 80.0 80.0 65.0 65.0 jry� 74' 73' 65.0 65.0 80.0 80.0 74' 73' 55.0 85.0 80.0 90.0 65.0 65.0 y 108-1/4' 50-5/e' 105-1/4' 49-5/5' 65.0 65.0 60.0 90.0 106-1/4' 50-5/8' 105-1/4' 49-5/8' - - - - 93.0 6$.0 vN 111' 110' 65.0 65.080.0 80.0 111' 110" - - - - 65.0 65.0 {yg� 74' 7J' 65.0 65.0 80.0 80.0 74' 73' 65.0 85.0 80.0 90.0 55.0 85.0 4 S Q 106-1/4' w IOS-1/4' 82' 81.8 51.8 80.0 90.0 108-1/4' 83' 105-1/4' 82' - - - - 85.0 65.0 Q rp X{ d 111" 110' 80.0 840. 80.0 90.0 111' 110' - - 65.0 65.0 bi F O U C (1/3W) (1/3W) (1/ (1/ (1/ ) (1/aV4 °o t �% % % '.S i 3 i G N 3NM OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 00 51i i 'XOX' 'XOX' o . 0 )b'-TYP. RUCK DIMS 3F'TYP. BUCK DUB SUCK DIMS .w o FLANS EQUAL LEG FRAME FLANGE ADAPTOR FRAME FLANGE DIMS FL/WGE DIMS ai R FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME • Es - •• ••• •• e • • •• ` ............. PRODUCT REVISED AIo $ as o•m 1 In with the Florldn - g NO=E: Buliding Cod° ••• 800 ••• (iLAS6 CAPACITIES ON THIS SHEET ARE NOA-No. 1$-0929.13 E4 Ed• • • • ON ASTM E1300-09 (3 SEC. GUSTS) 6 (ration nate 09/22/2020 ATE OF � � d-%Ing no. • ° • • °° ID ORIOA BUILDING COMMISSION '� AZORfDl`- �` �` 8 ,STD. MTG. RAIL: •• °° d,�_ �RAS o i p� TORY STATEMENT DCA05-DEC-219 oy (�I�Y 1 1 201 moi,SS�p �� Min - e roduo on ro /,1111 sheet ,1of 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY-PSF �y (XO OR OX SIZES) (XO OR OX SIZES) �o M.MTG.RM H.D.MTC.RAIL STD.MTG.RAIL H.D.MTC.RW. H.D.IM.RUL aL►Be 1'ren au&�mn GId98 7'trn Gldss TYPES OId88 Turn HOCK DDRB. 'd'&'dl','B'k'Bl' 'B'1t'W' BUCK DIMS. 'd'6A1',$'&'BI' '8'6'Bl' 'C' WIDTH HDOHT 1](T.(+) INT.(-) EXT.(+) INT.(-) WIDTH RETORT Exr.(+) INT.(-) Exf.(+) INT.(-) EXT.(+) 25-1/2' 65.0 85.0 80.0 80.0 54-3/4' 88.0 83.0 80.0 BOA 65.0 85A c�i7 38' 25' 65.0 65.0 80.0 80.0 7-15/18 25' 65.0 65.0 80.0 804 65.0 65.0 52-1/8' 85.0 83.0 80.0 80.0 62-1/2' 65.0 65.0 80.0 80.0 65.0 55.0 09 73' 83.0 65.0 80.0 80.0 54-3/4' *.2 65.0 80.0 80.0 65.0 65.0 23-1/2' BSA 85A 80.0 80.0 7-19/18 37-3/8' 65.0 BOA 80A 63.0 8SA36' 65.0 65.0 80.0 80.0 82-1/2' 8&O BOA 50.0 65.0 85.0 Q J7-3/8' 00 O 52-1/8' 854 65A 80.0 80.0 54-3/4' 85.0 65.0 BOA 80.0 6S.0 65.0 73' 65.0 85.0 80.0 80.0 7-15/16 49-5/8' - - - - 65.0 65.0 25-1/2' 65.0 65.0 60.0 80.0 82-1/2' - - - - 65.D BSA 36' 85.0 63.0 80.0 a&0 54-3/4' 55.0 6&0 80.0 80.0 65.0 6&0 48-5/8` 52-1/8' 63A 85.0 80.0 80.0 7-15/16 82' - - - - 65.0 65.0 73' 65.0 65.0 80.0 80.0 82-1/2' - - 65.0 650 25-1/2' 85.0 85.0 80.0 80.0 36' 65.0 65.0 60.0 solo 52-1/8' �� BSA 88.0 80.0 80.0 C 73' 60.2 80.2 80.0 SDA (1/3w) (2/ O (1/2W) (1/� E . 0 OPERATING VENTS TO HE 1/3 OF THE WINOOW MOM p�^c 'XO OR OX' 13 0 M v BX 9 OPERATING VENTS TO HE 1/2 OF THE WINDOW WIDTH Z r 'XO OR OX' g "( 0 BUCK DINS FIN FRAME u S FIN FRAME .. . . . . . .. . . . . ... . \1 1 1 I11 17 ES . . . . . . . . •� 77�•,, o PRODUCT REVISBD •a aom tyyingg with tha Plorlda • • • ••• • WTE; HODatng Co11e y>'t • • • • • •GIJ=SS CAPACITIES ON THIS SHEET ARE NOA No. 1$0929.13 ; E4 E • •• • ••• • D ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 0 2212020 t BTATBOP %•fy: drawing no: • • • • •AN9 FLORIDA BUILDING COMMISSION TRAY 1 1 2O' FCowuR ' Hr ,s'' .....-��C9� W10-18 SID. MTG. RAIL: ••• • •M.D. MTG. RAIIR•• DECLARATORY STATEMENT DCA05-DEC-219 Mlam a ro not on m i�S/O�qL`G' 1tll I 1 shoot 3 of 11 - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PW (XOX SIZES) (XOX SIZES) SPD.1PPG.mm B.D.INTO.RAIL BPO.MG.RAIL H.D.M.BAIL X.D.mm.BAB. aId38 Tym G=Tim am fypn GIASS TYPES MASI TYl'ffi BUCK DIMS. 'A'k'Al',`8'k'Bi' 'B'k%I, BUCK DIME. 'd'A91',WWII! ,g k'Bl' 'C'ATI, WIDTH REIaHT 1XR.(+) INT.(-) EXP.(+) MT.(-) WIDTH HEIGHT EXT.(+) MT.(-) EXT.(+) INT,(-) EXT.(+) 1NT.(-) 7r 85.0 85.0 80.0 80.0 73• 85.0 85.0 80.0 60.0s5.0 65.0 r� 105-1/4' 25' 65.0 05.0 80.0 80.0 105-1/4' 25' 65.0 85.0 80.0 80.0 05.0 65.0 110' 65.0 85.0 80.0 80.0 110' 65.0 65.0 80.0 50.0 65.0 65.0 n 73' 65.0 65.0 Bob 80.0 7r 85.0 65.0 50.0 80.0 65.0 85.0 R �1 105-t/4' 37-3/B' 65.0 S&O 80.0 60.0 105-1/4' 37-3/8' 65.0 65.0 80.0 80.0 85.0 65.0 V QQ H 110' 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 7r 85.0 65.0 80.0 80.0 73' 1 65.0 65.0 00.0 1 60.0 65.0 65.0 4 SS4 105-1/4' 49-5/e' 65.0 65.0 80.0 80.0 105-1/4' 49-5/8' - - - - 65.0 65.0aQavj Z' 110' 65.0 65.0 80.0 80.0 110' - - - 65.0 65.0 d 73' 63.0 65.0 00.0 60.0 73` 85.0 65.0 B0.0 80.0 85.0 68.0 q g 1 105-1/4' 82' 81.8 81.8 BOA 80.0 105-1/4` BZ' - - - - BS.O 85.0 a$j`E$ 110' 60.0 60.0 80.0 60.0 110' I - (1/4W) (1/ (1/41W) S� n OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH dPERknNG VENTS TO BE 1/4 OF THE WINDOW WIDTH 14 ; M 0 S 'XOX' XOX' o Z E�sit �o o � BUCK DIMS FIN FRAME C X as. ••• • • • • • •• TIN FRAME °' E2 A *00 PRODUCT R9VIS911) as lding yingg with the Florida Bui _ �• • • • • ••• • NOA- o Code �O IE� �NOMNo. 1S•-0829.13 E. • • • • • •G S CAPACITIES'ON THIS SHEET ARE � E4 4 • • •• • ••• *BAKED ON ASTM E1300-09 (3 SEC. GUSTS) F-!Melton Dote 69122!2029 ' OP :�(y'�` drawing no. • •�Nb FLORIDA BUILDING COMMISSION By ',, +' rod'G�� W10-18 SL MTG. RAIL ••• •g.D. G. RAtt:•• *Kb STATEMENT DCA05-DEC-219 mlem- s Product o NAY 1. 120�� ' S/OVAL sheet 3 1 oT 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 1/8'ANN.CLASS 1/8'HEAT STREN'D CLASS ��yy55 075'Interloyar 075'Interlayer Sanex CP With PET Core Sa9ex CP With PET Care TT OCo! 'Eastman Chemical CO.' By'Eastman Chemical Co OR = m 3 090'tnteriayer 090'Interlayer ' STREWO CLASS Q Sonex Clear And Color Clow Sallex Clear Md Color Glace OR Eastman Chemical CO.' By'Eastman Chemical CO.' a OR Intedayer Sentry01aer1�� pb�a�r CP With PET Core w �- By'Kurmay America,Inc.' By'Kumray America,Inc.' By'Eastman Chemical Co: GGY, .090'Intedayer 090'Interloyer Interlayer Kuraray Butacne PVB Kuraray Butocits PVB uummy America,Inc.' 'r,{ By'Kummy America,Inc.' By'Kuroroy Americo,Inc.' Q, � 1/8'ANN.CLASS 1/8'HEAT STREWD GLASS /8'HEAT STREWO GLASS 6& �j SILICONE B SILICONE SILICONE Y1 z GE 1200 GE 1200 zGE 1200 g yl DOW CORNING 999 DOW CORNING 899 DOW CORNING 899 0. iv F4' Y1 DOW CORNING 998 ,� M1 DOW CORNING 995 DOW CORNING 995 � a sed o O 14AT � C EB M7 WIDER OINTS ON L1TES M7 ATµryDER4POINTS SON lITES 1/4 POINTS ON LfTES ER THAN 36' 0 W ' GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' rx 8/19'NOMINAL LAM.GIAS 8/16'NOMINAL LAM.CLASS 5/18'NOMWAL LAM.GLASS C r S 1/8'HEAT STREWO CLASS C M 075'Inter) D75'triter, C Z Sonex CP th PET Core Saflex CP Wlth PET Care By'Eastman Chemical Co.' By'Eastman Chemical Co.' O8_1 OR OR 8 090'Interlayer 090'Intedayer 1/8'HEAT STM-D CLASS O S Sanex Gear And Color glass SeOex dear And Color Glave By'Eastman Chemical Co: By'Eastman Chemical Co. 0 OR OR 075'Interlayer 1/4'AIR SPACE 090"Interlayer 1/4'AIR SPACE 090'Intedayer 1/4•AIR SPACE Sanaa CP With PET Caro Senlryolas SantiyGlas , 8 'Eastman Chemical Co. 11 Kummy Americo,Inc:. By'Kurcray America.Inc.' R 1/9'ANN.GLASS OA OR 090'Interlayer $ 090'Interloyer 1/8'HEAT STREN'D CLASS 090'Intedayer 1/8'HEAT STWD GLASS SentryGlas S Kuromy Butodts PVB Kuroray Butocite PVB By'Kuramy America,Ina.' lb By'Kuraray America,Inc.' By'Kuroray America,Inc.' o R tl 1/9'ANN.GLASS 1/8'HEAT 57REWO CLASS 1/8'HEAT STREN'D GLASS PRODUCT REVISED as aomPl�ing with the PlorMa a @ z ¢ Building oodd0 S e @ a SILICONE' SILICONE F SILICONE NIOA-No. 1"929.13 OE 1200 1+ BE 1200 �+m GE 1200 yl DOW CORNING 899 'y DOW CORNING flog DOW CORNING g99 E$3 } 9 BaPiratlon Date 08/72/202 M1 DOW CORNING 995 iv 9 M1 DOW CORNING 993 N Ml .i DOW CORNING 99S 5 u�o d B • ••• •� a Y i XL EDGE SPA • • • XL EDGE SPACER XL EDGE SPACER TAlamI- de r u antro o a o W n o T ST.STEEL BYE CARDINAL' • • • • i' • ST.STEEL BY'CARDINAL' SL STEEL BY'CARDINAL' c OR •• • OR OR 1 1 tT TV a OURASFAL BY IWNIX' • • •B• • • DURMEAL BY'OUANEW Ica DURASEAL BY'QUANEX' `� VI a O OR •• ••• ••0 • •• OR O OR ,�� @J7. 1 E9 9UPER SPACER BY'OUANIX' �W Eo SUPER SPACER BY'QUANIX' Eg SUPER SPACER BY'OUAFIE%' : �;'' PJV@F'••, , M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES GLASS TYPE--!k1, • see • ••• • • ti . . . . lugsAM.'ar'. crass TYPE 'Cl' 0.70'OVERALL INSUL.LAM.GLASS • • • 079' �N �ACC 0.70'OVERALL INSUL.NAM.GLA55 • • • i �• '+CASS OF droving no. U.M,i.). 14AY 1 1 20r,, R1OP GIF W10-18 ••• M ORDER 1E%&LIFir?OR SMALLeIAI�SAE IM�ACr MTWC �''� EXTERIOR PLY OF GLASS TYPE'AT','81'&'Cl'MUST BE TEMPERED. VV 11 I til t sheet Of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS FLANGE & FLANGE ADAPTOR FRAME �{1V � 1BY FOR SPACING STRUCTURE WCOD BUCK I W,IM ANCHORS .. ;. SEE ELEV. .i4 a �a: EDGE•DIST.- FOR SPACING r--'-"- = FLANGE & FLANGE ADAPTOR FRAME 4.V 1/4'NAX. BUCK vfium 1/4'MAIL c SKM 3 sIMUS TYPICAL ANCHORS VENT WIDTH VENT MOTH FLANGE ADAPTOR FRAME 0 SEE ELEV. FOR SPACING O OO 1/2 -TYP. g 112 0 o O S t7 I t/4 ' _ - 2 WOOD B ••-SCREENS OPTIONAL .._.. .._.._..-..-..-..-.._.� WOOD STRUCTUR t�` aWOOD RUCKS XOX LAYOVT EXTERIOR TYPICAL ANCHORS i•'• •.=. 0.4 OPG. SEE ELEV. 1 FOR SPACING MIAMI-DAME COUNTY APPROVED MUL11IN O t) X S MUWON ANCHORS A p: C SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH O ALTERNATELOCK E3 5u m 1 OPTIONAL TO 9 it (---T I SPRING LOCK C gffEp I — _ Sa 0 I iZ� ED I I I p ................................... - TYPICAL ANCHORS E4 SEE ELEV.FOR SPACING O ggg gg 1/4'tax BUCK WIDTH 1/4'MAX. P P SHIM SHIMS o 1 VENT WIOIH C g TYPICAL ANCHORS O 1 O © TYPICAL ANCHORS 2 pool SEE ELEV. t FOR SPACING SEE ELEV. 1 FOR sPI.cINc INTALLATION DETAILS SHOWN ON PAGES 5 V,o AND 6 APPLY TO BOTH FLANGE FRAME AND •$a a Q7' /4. FLANGE ADAPTOR•FRAMES. 0 8$$ METAL r.R.-LZ • • 111111S1TtUC1UREIi 4 �i• ._..• _ -- 9F t — PRODUCT REVISED ea oomOplyle�g with the Florida EB • ••• ••• • NOA-n • • • • • $X*7iERIOR WOOD BUCKS Noa-No. 18-0929.13 • • • • • • U OPG. 1 ...y r Tdaplratlon Da 09/22/2020 aT OF r�<y` drawing no. • • •XO•LASiOUT• • / .. . . . . . By pAy t I2A1 SS ......•yt� w o- 8 ••• • ••• • ••• • miam Pro uct ontroi r 11/ONAL" .. 111 I I I1 1 ahem 8 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L ANCHORS EQUAL LEG FRAME SEE E . SEETYPELEVMETAL WODD BUlay CK FOR SPACING STRUCTURE • •.w•: I .. •• TYPICAL ANCHORS r-----------------..__,'1 ^ o \ SEE ELEV. • •d 'j 4 a i •Q • 4 d'v EDGE OISf:' FOR SPACING p ' MIW-DARE COUNTY APPROVED MULUCN a MULUON ANCHORS ef •e.,, a 6, •••e„ ^.- a a. Y D $ a +'S D EE SEPARATE NOA .i:• \ \ I EDISr. I pq a Al , TuU —� LL---------- rF TYPICAL ANCHORS TYPICAL.ANCHORS SEE ELEV. �{ j 1 FOORR SPACING FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES g SEE ECALANCHORS WITHOUT THE NEED OF A WOOD BUCK. FOR S/4PACING 1 "MAX. 2 O/B"MIN. N RUCK MOTH p1 SHIMS C a,a1 gg D 1 Ile " 2-32-3/�`i Ei O w 4 J Q - \ ``` • n fd c T M I 30: M7 I I S *1 WHEN USED THE MW.WOOD DUCK DEM SHU BE n�C Z �. Al DEEPER OR BEVELED"WOODSUCKS 13.THE USE OF MIAMI-11A0E COUNTY O PERMTIVEjAPPROVED MULLION O 3D• k MULUON ANCHORS (9 a SEE SEPARATE NOA U.- 9 O :.•. : BUCK WIDTH BUCK WIDTH TYPICAL ANCHORS_ SEE ELEV.FOR SPACING i E7 I IIRRBy 1 II h yS w2_/ I M9 WI M3 I 1 -- I j! d e �9I .................... B1 • • 1 " It EZ •• • • • ••• • \ .. I PRODUCT REVISED A. .a as eom tyyln'g with the Florida �� , %• v.' ' I' d.. '• BUlldln9 Ootla r.• .F. .. `,: '• •4 .., NOA-N0. 18-0929.18 '*= $ •b EDGE f)I$. a r �i•:o • • '}`•. ,�•.�' ¢•= '� Explratloa Date 09!22/2020 • Q,L • •. .• \�'•$ TYPICAL ANCHORS ATE OP •fy�. drawing no. . •.. lay STS Ah • • `.. •.1,.'••ia•'• * a I e FOR SPACING BV WOOD BUCK • ,FOR WG • • .i'.' • •','; Mlem- a ro Uo Con {' � ' 1 i�LSS:"•••••"' �� W10-18 ••• ••• •'A••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATNE OTLS.ONLY TYPICAL ANC14ORS NOT 0R GIFOR.FINISHES SPSEE ACING OT91CIl FIN FRAME V o I 11/y \ a O g HOUSE vrt+wP TYPICAL ANCHORS: SEE ELEV.FOR SPACING $ NOT BY CGIN ,JR SM$ (Fu m 74 KSI MIN.J A© I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES n 1-1/2" MIN. PENETRATION INTO WOOD CAULKING E7 a '• 1 11' a ilis� tNYOOT°°BY CGI 1/P MAX. BUCK WM 1/4 c GAP CAP O (�' 1/2'MIN. N o O = t/2'AIN. y to n S6 #14 1 04 n cz� E2 , 4_ 0 BACKBED CAULKING • n ri 1• __._SCREENS OPT. .._.._.._.. - I1 112 2 26 HOUSE WRAP EB W, Ei I t NOT BY ccl EXTERIOR W3•s ••• • • • • •• `000mao 00 HOUSE WRAP PRODUCT REVISED z 2 NOT By C(I ea oomplying With the F•lorlda = �• Buliding Coda _ • ••• g • f6j•s • • NCIH-No. 18-0929.13 \ • •• • : : E pira0on nate 0912212020 qp ,.'O.' drowng no. TYPICAL ANCH0116 • •' • • • •• • • i4AY 1 120 ,' ' oR,op.• �,. SEE ELEV. . .. . • . . 966, By tQ'•••.....• W 1 0-1 FOR SPACMG••• • ••• • ••• • Mlam a Product /��. A� ��l i t A eheal 8.ot 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F 1TEM PAST QDANTCl4 DE8CHIMON MATBRLAJL MANY./8UPP11ER/RMUM 4 u E7 CGI-1C0 - F'PAME JAMB•FIXED GLASS 6063-76 CGI EXTRUDER E2 CGI-113 - FRAME SILL 8083-TS G01 EXTRUDER E3 CCI-102 - FRAME HEAD 6063-TS CGI EXMUDER 't E4 CCI-103 - MEETING RAIL 6063-76 CCI EXTRUDER F ES CGI-104 LOCK RAIL 5063-TG CCI EMRUDEiR 01 22�t 0. EB CCI-106 - FIANOLE RAIL 6083-TB CGI OORUDER E7 CGI-108 - SASH RAR 6063-76 CGI EXTRUDER Ea CCI-107 - 5/18'GLAZING BEAD 8083-TS CGI EXTRUDER ED C01-108 - 0.700•GLAZING BEAD 6063-TS CO1 DTRUDER �•C E10 CGI-109 - FROM FLANGE ADAPTOR 6063-T8 CGI EXTRUDER Eli C01-110 - NAIL FIN ADAPTOR 6063-16 CGI EXTRUDER E12 CGI-135 - IF FPME JAMB D FIXED CLASS 6083-T8 COI EXTRUDER o E13 I CGI-136 - IF FRAME HEAD 6063-TB CGI EXTRUDER C 4 11 E14 CGI-138 - TF FRAME JAMB 6063-76 CGI EXTRUDER E15 CGI-140 - 1•MUNTN 8003-15 CCI EXTRUDER tL 6 CGI-141 21'MULLION 6083-TS C01 DnUDER E1E17 C11- i - SCREEN FRAME 6053-75 CGI EXTRUDER E18 CGI-114 SRI.SNAP IN 6063-TB CGI EXTRUDER _ E19 C01-Its - SILL FILLER 6063-T6 CGI EXTRUDER C 520 CGI-1t8 - FRAME JAMB 6063-U CGI EXTRUDER E21 COI-117 HO LOCK RAIL 6063-T8 CGI EXTRUDER E22 CGI-138 - IF FRAME SILL 8063-76 CGI EXTRUDER E23 I CCI-108 - FROM FLANGE ADAPTOR 8063-T8 CGI EXTRUDER O S Mt C01-362V - GIAZING BULB WNY1.(OUROMETER 75-80 SHORE A) PVC La OGI-111 - SCREW COVER(OPTIONAL) PVC - C M3 CGI-112 3'• AN IPVC - O o M4 I - 0.700•X 0.040•BEAD GE1200 SUCONE SUCONE GE {30 N Ms 0.700'X 0.040•BEAD COW 995 'SILICONE DOW 0 M6 - 0.700'X 0.040•BEAD DOW 898 SILICONE DOW 3 M7 - EPOM DUROMLIFR 60fS SHORE A z 2/LITE SETTING BLOCK � Me - PROTECTO WRAP WATERPROOFING OR MUN. M9 884 ROLLER TRACK PVC - U M M10 CCI-128 2 PER SASH ROLLER HOUSING NYLON M11 I W23201NG PIE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 COI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTIUFT BLOCK NYLON M&M M15 OPTIONAL RETICULATED FOAM 30 FP1 - u$ C MIS CGI-134 - JAMB SPACER PVC PROTOTYPE OR EpUN. - y, { M17 A3073MI-32 .1 PER WD. CAM LOCK LNC TRUTH OR EOUN. PRODUCT REVISED C S01�3i M18 CGh132 2PER WD.Y SASH STOP PVC PROTOTYPE as oompiyln with the Florida Battdtne code MiB CGI-111 D FR.HEAD SCREW COVER PJC PROTOTYPE NOA-Ne. 15-0929.13 M20 ccl-1z5 2PER SASH BASIN CAM(6/7 LuuNcq Bxpiratlon Date 00/2212020 NYLON M&M M22 - VARIES F9-TIO WEEP COVERSPVC AMESBURY OR EOLW Bye„�'gP , see • • • • • •• Mt Pro uo S2 2 OR 3 PER CORNER f 10 le 1 1/4`I.G.pHL.PW.•4MS� Sf SCREW S3 - 1 1/4'EMBED. p 8 X 1.1 2•LG9F41L PH.MAS.•FIN II MI1P BCREW• s4 - 4 PER WO. a X.ti P16 V �f Er S5 - - ��•app A� ��,� o 2 PER W0. /B X 1'L0.FIL SMS sr/sL SPIRAL B.ASSEMBLY - a`. ••�¢�j'• �,� F .` f 6 X 1/2'L6.FH.SMS.•C01-133 &CALL LOCK RAI 10 X 4LG PFR flt.SMS 5f/SL ASSEMBLY MEETING HAIL 8'8 2 PER ANMIFr /10 s 'L.PHL - __*:• �2' ��_ � � y • • • • • • • app . jam drawing no. 000 Soo 0 *41 —18 WJE ONA1. 1` Sheet 9 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.440 2.440 2.113 .089 .480 .f 20 6 V 7.1 0 1.013 .705 .050 TYP. •7015 .OSO TYP, z.tB1 1.301 tam t w 0 J 2949 086 1.801 085 1,220 984 .884 �r+ 7YP. 2.346 �• 1.007 050 O 5/16' GLAZING BEAD O .700" GLAZING BEAD � W o BS 1x85 1.139 1.199 P11-mol L1.0131.018 .745 Ett NAIL FIN ADAPTER 1.395 1.449 0 N m Eta FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL 1488 t� 203 C „r QQh QgQg 050 M .oeo 4 a AN 1.015 1.788 1.4131.140 68 1.140 Frr1TP. 12. s.zdsFLUSH FRAME COVO SCREW COVER 1.015 1.220 LW 085 3.930 085 4.430 NP. a TYP. 1.043 t) 3.985 2.985 3.185 2� � C n O LOCK RAIL Et8 SILL FILLER 1.788 t]w C ' 2.440 2.440 •5i_ .050 G n o Q2 2.310 FLANGE FRAME SILL O FLUSH FRAME SILL -� � tV 1.011 5 1.220 TY C Z 2.737 2.737 Iw��JI O FLANGE ADAPTOR Kf 3 .OBS .085 1.043 M'• lyP• E21 ALT. LOCK RAIL t� 2.505 2.813 2405 2.813 1.882 • 1.000 ,881 .500 .981 2.199 3.237 2.737 1.015 4fl4$ Eta FLANGE FRAME JAMA (MOVING) @FLUSH FRAME JAMB (MOVING) At t • •' • E• • HANDLE RAIL 4-. 7 • • • •• • 1t 1 • • • •1.025 `2.505 .085 T1P. 25 TYP. PRODUCT REVISED ••• • • 1.39as eom 1 tgwith tha Floridaa • • .745• Dunding Code.265• NOA-No. 16-0929.13• •• • •• • • •10� Bnplrot(on Date 08JZ2(2020 ATE OF•• • • ••• • �tcRW►•✓ \ wky 1 120 .�s' • • tz FLANGE FRAME JAMB (FIXED) Ei FLUSH FRAME JAMB (FIXED) O SASH RAIL MI a ro uo n ro S�OMill II1111 • •• •• • • • •• •• ••• • • • ••• • • 10 z EHME TOP CORN R '�' c o M 70P/807iOM CORNERS c 4 0 y� D A %/ Sa 0 N n 3 c Z m j � O i AMR c°�d'a�agg 9989$ •• ••• • • • • •• U e W LL e • • •• • • • • • •• • • • • • ••• •• FRAME BOTTOM CORNER •• ••• •• • • • •• `ee s&''•. '� PRODUCT REVISED - as comp) in with the Florida Building • ••• • • NDA-Mo. o�e 15-0929.13 - • • • • • • • • ft iratlon Date 091=2020 • • • • • • p �O •• � �• � drawing no. • •*FIXED lah AML*GAN ER ••• ••• Mlam-D Pro uo en ro 140 1 1201 �s/oNAL - /J Itt� sheet 11 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •