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WS-16-1618 (2) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)7564972 Inspection Number. INSP-260756 Permit Number. WS-6-16-1618 Scheduled inspection Date:August 19,2016 Permit Type: Windows/Shutters Inspector: Mesa,Michel Inspection Type: Final Owner: MURPHY,ANEMARIE Work Classification: Window/Door Replacement Job Address:9205 N MIAMI Avenue Miami Shores,FL Phone Number Parcel Number 1132060130230 Project: <NONE> Contractor: FLORIDA SOLAR&AIR INC Phone:(305)428-2555 Building Department Comments REPLACEMENT OF 11 WINDOWS&2 DOORS WITH Infractio Passed Comments IMPACT INSPECTOR COMMENTS False Inspector Comments Passed C b� Failed Correction a Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee Is paid l0 August 18,2016 For Inspections please call: (305)762-4949 Page 7 of 32 o"ms Miami Shores Village 10050 N.E.2nd Avenue N Miami Shores,FL 33138-0000 , Phone: (305)795 2204 ' { t6 n xpir E ation: 1 13/2016 Project Address Parcel Number Applicant 9205 N MIAMI Avenue 1132060130230 Miami Shores, FL Block: Lot: ANEMARIE MURPHY Owner Information Address Phone Cell ANEMARIE MURPHY 9205 N MIAMI Avenue Contractor(s) Phone Cell Phone Valuation: $ 17,885.00 FLORIDA SOLAR&AIR INC (305)428-2555 (786)3445151 _:...... _,..:. _....._.,.. _...::.. .. Total Sq Feet: 00 Type of Work:REPLACEMENT OF 11 WINDOWS&2 DOORS Available Inspections: No of Openings:13 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.80 DBPR Fee Invoice# WS-6-16-60147 $3.45 06/10/2016 Check#:3753 $50.00 $227.70 DCA Fee $3.45 Education Surcharge $3.60 06/16/2016 Check#:3848 $227.70 $0.00 Permit Fee $230.00 Scanning Fee $12.00 Technology Fee $14.40 Total: $277.70 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. OWNER IDA T: I ce ify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating cons ctio n Fu ermore,I authorize the above-named contractor to do the work stated. ' June 16,2016 ut on ignature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 16,2016 1 R Miami Shores Village JUN 2�, ' Y 9 s Building Department . 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/t/ ' BUILDING Master Permit No.z P PPLICATION Sub Permit No. UILDIN ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �� City: Miami Shores County: Miami Dade zip: �3 f Folio/Parcel#: 013— Oa-EQ Is the Building Historically Designated:Yes NO Z_ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: .0 I n —1 1-7 OWNER:Name(Fee Simple Titleholder): ��L `� �Y�'I Y Phone#:� 3QS /��, �`-f / Address: �a� M0 City: a ►IV s`C State: r Zip: 31�5 1 SO Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 9 006 \V�u�`V Phone#: Address: Ji m ik 61MMOV {vaykwgy' City: M l r a m 4 V State: H Zip: Qualifier Name: ftaylkv hivS+ti t-e_y Phone#: State Certification or Registration#: S L_ i•J 11 °S) Q'S Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: (� �y City: State Zip: Value of Work for this Permit:$ t ��'U� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New F-1 Repair/Replace , ,I� ❑ Demolition Descri tion of Work: ��pi ay w o`�" ®+ /I�Cq F1n? l ropa c+ Vy d o ,tw S- Specify color �o-f�tcolor thru tile: Submittal Fee$ _mss '�� Permit Fee$ 2-430 0� CCF$ 16 , CO/CC$ Scanning Fee$ Radon Fee$ 3' s DBPR$ 3, Notary$ Technology Fee$ Training/Education Fee$ 3 , GG Double Fee$. Structural Reviews$ Bond$ TATAI FFF NAW DUES 1`d 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 low brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument ,was acknowledged before me this The foregoing instrument twas acknowledged before me this - (2 0 _day of � 1'K- 20_lliU by OV_day of �, a tJ�- 20 `U by .�11'�1.mY1L � who is personally known to �� mu"WK,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. Identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign° Print: Print: �""La' TIMOTHY r,41 I 1114Al - ¢_ MY COMP.":SEION#FF 109817 Fl �- MY Ci'P,R,!SSIC,y,t FF 10981Seal: 7 EXPin Seal; 4 rS:hlay 12,2018 EXP M,aV 12,2010 �9F F\'"' EonCcd Th:u h:ar P clic Ucde wntars Eor.J. d T 1 N!:!JT-PJCIIC Ucdervrritars --- --.___ APPROVED BY Pians Examiner Zoning Structural Review Clerk 49PEFY PPHNSER HCE , 9F VNE P Summary Report Generated On:5/23/2016 Property Information } i� II spy ■] ® , Folio: 11-3206-013-0230 9205 N MIAMI AVE 4 - Property Address: Miami Shores,FL 33150-2241 Owner ANNEMARIE MURPHY 9205 NORTH MIAMI AVE Mailing Address MIAMI SHORES,FL 33150 USA Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE s Ili' Primary Land Use FAMILY:1 UNIT W Beds/Baths/Half 3/2/0 Floors 1 -� � Lhdng Units 1 z i Actual Area 1,968 Sq.Ft Living Area 1,284 Sq.Ft Adjusted Area 1,680 Sq.Ft Lot Size 10,530 Sq.Ft Taxable Value Information Year Built 1949 2015 2014 2013 County Assessment Information Exemption Value -- $50,0001 $50,0001 $50,000 Year 2015 2014 2013 Taxable Value $193,664 $191,731 $188,159 Land Value $180,011 $180,011 $123,204 School Board Building Value $116,928 $113,904 $113,904 Exemption Value $25,0001 $25,0001 $25,000 XF Value $13,213 $13,224 $13,236 Taxable Value $218,664 $216,731 $213,159 Market Value $310,152 $307,139 $250,344 City Assessed Value $243,664 $241,731 $238,159 Exemption Value $50,000 $50,000 $50,000 L- ITaxable Value 1 $193,664 $191,7311 $188,159 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $66,488 $65,408 $12,185 Taxable Value $193,6641 $191,7311 $188,159 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,0001 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Previous OR Book- Board,City,Regional). Sale Pace Page Qualification Description 12/21/2010 $224,000 27558-4982 Financial inst or"in Lieu of Forclosure" Short Legal Description stated MIAMI SHORES SEC 1 AMD PB 10-70 10/05/2010 $100 27558-4981 Financial inst or"In Lieu of Forclosure" S1/2 OF LOT 13&ALL OF LOT 14 stated BLK 2 09/30/2010 $193,950 27461-2517 Financial inst or"In Lieu of Forclosure" stated LOT SIZE 81.000 X 130 09/01/2005 $499,900 23795-1784 Sales which are qualified OR 18702-4190 07 1999 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimerasp Version: Flor}'da Solar&Air,Inc. I J e r t 0 a 1 o A,r job No~. ' t1310 FL _ 3 3T Ph:8310--031Faw(Orf) solar&air d'a013017 wwwAotwwdslrcomda�1u- 2�+yta Sot^7r9-.ry7v Nene /FrreKQ.�ti�1Wrj�y}1' Pltaaaites goy—al34-W77 sows Address A206S N. NiA�%tPtK car: �L rLr3vdr ST. fL za V!tLkn Tho comw a made mai entered mm aas. day of— 20jj_.by a W borkew Flonde Sola d AV.Inc..a Fonda tprpo,04n (-FSK- mW M W%)mmned above M me MaWencs Wa ad at lne a Rood Some(*&70t'm'Owne(*) The Wort:FSA agnea to patorm the wok desenbed r o8oao: OlreWrmatiom are vKwed Iron ttta ins�$a On sUNng g/eos door aetFre arW sad 1) Remava e>asat0 twte m ba replaced(NOTE:Removed{teles are l&Bly m m tlenagadJ parols aro WerdrOed.On cesedana arW single Freneh do o 2) Prepare opefwW as necessary to eevaeo MoUnwnenl UNte. .orlattsgets Olen-Md ea e1Na tight".or left b-P.On dwWe 3) WINO WM.' O CWS Vdga U"-bd O Sc n*rU Yoy1 Uwdeted ❑OMW_,_ French doors ea-oro ac8w deer IS We.1w.d. c CGl O TM 0 Ell O POT Akanmtm W.WdW O COI O TM 0 ETI 0 PGT AUn n ra tb,•awA wd 3) DOORS:Indole O TM 0 CUO R PGTAU.rod bwWatad 0 TUXL(A 0 PGr k-r Sa N—W-Oamd C Oder )mpad:tx IMan-Impact( } Color.WhUo:_-Tan:_ Brotue:1,Y_Gray: (A)U Fiafsh: Other._ GrWs Doable Hurm shrode HUM 2-LR // 1 I�rut�ayr,nav i ser � yes( )No( 1 OXY oty_ ot, my_I._ ( ON Z' 1 uetom� Fa nF rr sY ^R 3 1 i N�ya y E SVdn9 Oleos boat 9mgte FJ 'Osors Dw�( ) AA AF FA RMF AAF FF� RFt(l) lH( } RN (.H f )oty Oty— oty_- Oty oty_ Ow oty-1 — ' Oty— Dmae: Ca . .5 hdrrzearJe, s��/[[6 a..%.tdo)..ty 716 G,�y DnnAI.NERE 5) WoANOTmberoaWAt._.kfe�b j 5�"'JY T I'i tNlifN.11ERP el neppwwa.ratrwvmg�9ehWer patab.erWfer N��Isapaily Den. ORItAL HERE n sPersa tromp%fwdy ZSR+/off dlly�t,nd` t�.sv. *'o urr�/a& B) CWamPlob tleMbaM rp*vde rtetewery Female and Umdane St—W FSA be arable 1—Man prop.P-a4s lta'rato- mae/nl p•ri m wnmmroe-atd of arty wk.FSA Oa refird dry preMnn Poynsnt aM rho wsbaon OW be aw-wCa0y wncsdnd e) woklNomdaj at thnmmmndtebA�oreyWessmteetaro)trr�� rl// ha/CJ gc)>)g)�i @,eanrect.steep usabest exate m momenta me.w,tT.waw,_r"'„_�da�rs oxer eaawn a are eaurara tme'erAma.ramme ewe;era shat-dearer to ownptete aR work hwet*aoe a*I1bt4 day,arm ate 0—wn.arnetd Date lttaaRatlm dwea ewttetot ore guetsnite@d as Pradritri/ ntbmryrwq+vary cA CanVerd Pnrs The TOTAL PRICE for wl Leber eM MwwiwB te 5 00 Down Paawtete 130%do-) S SOO 0 Sweats.(_%) Ste__ Balance PayaoteS/Z�p.5yy00 Totwceat (Ptd S/7ceP5 Cuatmser undernwaft unal pay-m"dw upon compwieee Mat WERE J Ficarc{mt y Cao4,oa:JMorfaOaoer warn to apptyfw M?aaC 61V*Nbww balarcogRyable.1fyea1st1fVvcL eeftW4wgaWewrwAad related dawrr t. mot td Fltad pewnenU Atter taCwpt of Mw Fey-Btd,i)ba trepaaaon a�Ue mwdinated:2y FS3A wN aeM Buyw tM AMnutactwera War+eniy. 3l FSA vna ptdvae Owner a Foal WaNw and Release Lion and CaUractoes Foal Aflkavd m Ord,wd$Uwdmdy so"m tM fo-a m Chapter 713. Forma Satues(2005) raW ' RIOHr TOC Thfa a a hems eW,wW if YOU do tat worm IMgoadsor services.you-W cae.]tiweament by Pravf6hV written sotlae to M*z0W m Pww%by twapretM ter by 0`84-Tt"node*mwt hOCM Hat you do trot wed 4ilsa esrwcaa.d.tat be delivered or po*bnmted aewro nuadgid of the tldrd bw6aes day afteryea sign oft agremw-.dyouPet lode agreemmt.the sow may not rasp an a pmt M airy cash do"Awns . a"*cached nedce of of"ft < r t°d ., JOW POULO&GONZALEZ �¢ MY COMMISSION#FF 156861 WHEREOF.as Panna h.moheve mmetdad ods tmwact.maw saw.as Mtne dwAam yea ttrat dome a*mwe. :+: i O (A ky FBA I ;; ,'c EXPIRES:September 6,2018 �fNArAFo wa / By. •C�7rz�0 /`la,+!/ems I "' y?Q' adWad ntru Notary PubUc undembis `,P+.YQ4e': ClHwry,� t811ar`° lit Pnv.a tem ,� /Fj y EXPIRES: pub(' �Thru ry •'.�°c' Eat V �U Jl CC-t EIS' Home Ownem AssoctoWn N Ana phw o a G� YES( ) NO( BURevo Nemo t JOB DESCRIPTION: 6.6 Panel Solid WINDOW&DOORDoor LH REPLACEMENT 32"x86" 13 OPENINGS 70170 n FBC#FL4334.1 6. • • •••• : •••• 7.Horizontal Roller 8.Horizontal Roller 9.Casement FAMILY ROOM •••••• Window OX WindowXO Window • • • • •••••• 45-112"x 60" 74"x 50-12' 37"x 50-112" • •••••• • • • • 65/65 65165 64.8/64.8 • • • • NOA#15-0512.05 NOA#15-0512.05 NOA#t 5-0512.19 • • •••••• • •• •• •••••• •••••• • • • • [NOA Fixed Picture DINING ROOM ndow BEDROOM1 BEDROOM2 10. 'x 50.1/2" egress egress /80 #15-0512.03 • •••••• • •• •••••• • • • • • • • • •••••• ♦••••• >.Fm 11.Faed Picture Window Lb it. 37'x 501/2" ratty' ' Si1Cfcs Vill-AQP_ 80180 BEDROOM 3 NOA#154512.03 ED BY egress DATE 12.Horizontal Roller Horizontal Roller y Window.. M� Window OX 53'x 50.112" 56"x38-12" 5. KITCHEN !CF 3 DEPT 12• 65/65 I �p 6OA#15-0512.05 5/85 NOA#15-0512.05 N 13.Horizontal RoAer 37"x38" T' O BATHROOM 13. 65/85 � SUBJECT f0 CGhIPW-RICE Wl MFEDERAL NOA#15-0512-05 STATE ANL)l;'C,IAN"i Y aVL-zS MID REGULATIOt jS �r ds >1 4.Horizontal RoAer _ yy Window OX �Q 37 x 38-1/2' 4. DtN 85165 LIVING ROOM NOA#15-0512.05 ENTRY 3. 2. I 1. V E-051 ller 2.Horizontal Roller 1.Single French Window OX Door RH 75"x 50.112' 36"x 80' 65!65 80180 05 NOA#15-0512.05 NOA#14.1015.04 >m ANNE MARIE MURPHY 9205 NORTH MIAMI AVE MIAMI SHORES,FL 33150 Judi 0 9 2016 5 ,® a R Specs Erglneerin8 Corneanhe tsrhl. EE4. --- ITY a 5 1598 SW 30 Avenue,SuOe 020 +. Boynton Beach FL 334326 Dade &owad Pel.Beach a a Rink CeL 1 165 156 156 Lm risk to haunens • •• 5 FL_CA 0009217 Risk C 2 175 170 170 S' Pastil • • a-r•61. Risk C. t 3&4 186 180 160 Ex mtlel F ' •••••f • • • •q""• _ I/ 1 Chede v"wassures based on Me mean roof Mfgft NM aha0 not emeed W-W. ••••'' 2 are for an enclosed sl ulcers or other kn realstatme required). _ e •••••• V(;: 0175 16*FBSfor HWV a Fig.26.5-1a 3 User shop determine We mean roof Eeve h +Roof P • Risk Caw R Ta*631}p*A 4 Fid zone dbtance b the lead of 10%of 10%of wddth ar40%of the mean roof end not Im than Tor _ • f Exposure D Salim 26.7 5 If 50%of a component Is Ina pardudar zone then UW component Is considered to be In zone w8h the nmjoft of the area.It quesdonable Olen Piece In Zone 5 s t•••• K••••0.85 T J X 250 8 Each wkdav door mu06on has a area dud Is area to be used.Area of componentsto roweled dam but she8 not be leas Ow 10 sf. Rei •1 Fi+ � 252 7 For NOA's W r a Kd-1.0 then Ore values fisted herein 1.18. ••••• f••0.18 -0.8 0.55 8 Wkd es we based on Albwable stress n. • • ply ofrouf 2 14.0 dam,•• 9 Pressures Osted herein we validRot B and C and D.max roof ••••• • �� • • 10 Charts erd values 9eted herein are veld when dated and sealed le PE 056214 a Made LeBlanc PE 035688 or Adam D.LeBlanc PE#77012 • • • • •••• 11 VVNd are calculated b aa.detroe wWa ASCE 7-10 Method 2 ••••1• •••••i 12 No reduadbn b taken for elo teas Oren 10 degrees. • t • Arse of ;4 aof Area of Area of Aree of Area of Area of Area of Arm of Arm of Area ofoomoonmt •••••f • 10.0d 15.0sf 20.0 af 25.0 of 30.0sf 35.0 of 40.0 sf 45.0 of 50.0d 55.0 sf 60.0 ef • •• • • t • Hd Zone 4 • 2bm 4 Zone S Z 4 Zone 5 Zone 4 5 Zane 4 5 one 4 Zone 5 Zone 4 Zone 5 4 Zone 5 Zone 4 zone5 4 ton 5 Zone 4 Zone S •••`•• •••48.6 48� 7.1 47.1 46.5 46.5 46.0 46.0 45.3 45.5 45.0 45.0 44.5 44.5 44.0 44.0 43.5 43.5 42.9 42.9 42.4 42.4 X5 .7 -65.1 -51.2 52.3 -50.7 -61.4 -50.3 -60.5 -49.8 -59.3 49.3 -38.6 -48.8 -57.7 -48.3 -56.7 -47.8 -55.8 47.3 -54.9 -46.8 -54.0 49.2 49.2 47.1 47.1 46.6 46.6 46.0 46.0 45.5 45.5 45.0 45.0 44.5 44.5 43.9 43.9 43.4 43.4 42.9 42.9 16 -53.3 -65.8 -31.6 53.0 -51.3 -62.1 -30.8 51.1 -50.3 .60.2 49.8 -39.3 1 49.3 -58.3 1 48.8 -57.4 1 48.3 -56.4 47.8 -55.3 1 47.3 -54.6 49.7 49.7 48.1 48.1 47.6 47.6 47.0 47.0 46.5 46.5 46.0 46.0 45.5 45.5 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 17 -53.9 -66.3 -52.4 53.7 -51.9 -62.7 -31.4 -61.8 -50.9 -60.8 -50.4 -59.9 49.8 -58.9 49.3 -58.0 -48.8 -57.0 48.3 -56.1 47.8 -55.1 50.2 50.2 48.6 48.6 48.0 48.0 47.5 47.5 47.0 47.0 46.5 46.5 45.9 45.9 45.4 45.4 44.9 44.9 44.3 44.3 43.8 43.8 18 -54.4 57.2 -52.9 -64.3 -52.4 -63.4 -51.9 -62.4 -51.4 -61.4 -50.9 50.5 -50.3 -59.5 49.8 -58.6 49.3 -57.6 -48.8 -56.7 48.3 -53.7 50.6 50.6 49.0 49.0 48.5 48.5 48.0 48.0 47.4 47.4 46.9 46.9 46.4 46.4 45.8 43.8 45.3 43.3 44.7 44.7 44.2 44.2 19 -54.9 57.8 -53.4 -64.9 -52.9 -64.0 -52.4 -63.0 -51.8 52.0 -51.3 -61.1 -30.8 50.1 -50.3 -59.1 49.8 -58.2 49.3 -57.2 48.8 -36.2 51.1 51.1 49.5 49.5 48.9 48.9 48.4 48.4 47.9 47.9 47.3 47.3 46.8 46.8 46.2 46.2 45.7 45.7 45.1 45.1 44.6 44.6 20 1 -55.4 -68.4 -53.9 53.5 -53.4 -64.3 -52.6 1 53.6 -52.3 -62.6 -51.8 1 51.6 -51.3 -60.6 -50.8 -59.7 -50.2 -58.7 49.7 1 -57.7 49.2 1 -56.7 51.5 31.5 49.9 49.9 49.4 49.4 48.8 48.8 48.3 48.3 47.7 47.7 47.2 47.2 46.6 46.6 46.1 46.1 45.3 45.5 45.0 45.0 21 -55.9 59.0 -54.3 -66.1 1 -53.8 55.1 -53.3 -64.1 -52.8 53.1 -52.2 -62.1 -51.7 -61.1 -51.2 1 -60.2 -30.7 1 -59.2 -50.1 -58.2 49.6 -57.2 52.0 52.0 50.3 50.3 49.8 49.8 49.2 49.2 48.7 48.7 48.1 48.1 47.6 47.6 47.0 47.0 46.5 46.5 43.9 43.9 45.4 43.4 22 -56.4 59.6 1 -54.8 56.6 -54.2 55.6 -53.7 54.6 -53.2 53.6 -52.7 52.6 -52.1 51.6 -31.6 -6( -51.1 -59.7 -50.5 -58.7 -30.0 -57.7 52.4 52.4 50.7 50.7 50.1 50.1 49.6 49.6 49.0 49.0 48.3 48.3 47.9 47.9 47.4 47.4 46.8 46.8 46.3 46.3 45.7 45.7 23 -56.8 -70.1 -55.2 57.1 -54.7 56.1 -54.1 55.1 -53.6 54.1 -53.1 53.1 -32.5 52.1 -32.0 51.1 -51.5 50.1 -30.9 -59.1 -50.4 -58.1 32.7 52.7 51.1 51.1 50.5 50.5 30.0 50.0 49.4 49.4 48.8 48.8 48.3 48.3 47.7 47.7 47.2 47.2 46.6 46.6 46.0 46.0 24 1 -57.2 -70.6 -55.6 57.6 -55.1 56.6 -54.3 55.6 -54.0 54.6 -53.3 1 53.6 -52.9 52.6 -52.4 51.6 -51.9 50.6 -51.3 1 -59.6 -50.8 -58.6 53.1 53.1 51.4 51.4 50.9 50.9 50.3 50.3 49.7 49.7 49.2 49.2 48.6 48.6 48.1 48.1 47.5 47.5 46.9 46.9 46.4 46.4 25 -57.6 -71.1 -36.0 58.1 1 -55.5 57.1 -54.9-- -66.1 -54.4 53.1 -53.8 54.0 -33.3 53.0 -32.8 1 52.0 -32.2 51.0 -51.7 50.0 -51.1 -39.0 53.5 33.5 51.8 51.8 31.2 51.2 50.7 50.7 50.1 50.1 49.5 49.5 49.0 49.0 48.4 48.4 47.8 47.8 47.3 47.3 46.7 46.7 26 -58.0 -71.6 -56.4 58.6 -55.8 57.5 1 -55.3 56.5 -54.8 1 55.5 -54.2 54.5 -53.7 53.3 -53.1 52.4 -52.6 51.4 -52.0 50.4 -51.5 -59.4 53.8 53.8 52.1 52.1 51.6 $1.6 31.0 51.0 50.4 50.4 49.8 49.8 49.3 49.3 48.7 48.7 48.1 48.1 47.6 47.6 47.0 47.0 27 -58.4 -72.1 1 -56.8 59.0 -56.2 58.0 -55.7 57.0 -55.1 55.9 -54.6 -64.9 -54.0 53.9 -33.5 52.9 -52.9 51.8 -52.4 50.8 -51.8 -59.8 54.2 54.2 52.5 32.5 51.9 51.9 51.3 31.3 50.7 50.7 50.2 50.2 49.6 49.6 49.0 49.0 48.4 48.4 47.9 47.9 47.3 47.3 28 -58.8 -72.5 -37.1 59.4 -56.6 58.4 -56.0 57.4 -53.5 56.3 1 -54.9 1 55.3 -54.4 54.3 -53.8 53.2 -53.3 52.2 1 -32.7 1 51.2 Q 54.5 54.5 52.8 52.8 52.2 52.2 51.6 51.6 51.0 51.0 50.5 1 50.5 49.9 49.9 49.3 49.3 48.7 48.7 48.2 41 7 29 -59.1 -73.0 -37.5 59.9 -36.9 58.8 -56.4 57.8 -55.8 56.8 -53.3 55.7 -54.7 54.7 -54.1 53.6 -53.6 -6 -33.0 % . ®- 960L�i 54.8 54.8 33.1 53.1 52.5 52.3 51.9 31.9 51.3 31.3 50.8 50.8 50.2 50.2 49.6 49.6 49.0 49.0 48.4 `4��8. A\4r5&y9 E %7.9° 30 -59.5 -73.4 -57.8 -70.3 -57.3 59.2 -36.7 58.2 -56.1 57.1 -55.6 56.1 -53.0 55.1 -54.5 54.0 -53.9 53.0 -53 3J� �Sy9°° \"SZ.8 50.9or ° ®O • o s i�� ES S �0 Ao®�� Florida Building Code Online Page 1 of 3 ti t �0(Ida Dprvneld BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications ', FBC Staff i BCIS Site Map Unks Search BPus},neVC, Product Approval �, eUSER:Public User --� Regulation JUN p g 2016 Product Approval Menu>Product or Application Search>Application List>Application Detall FL# :FL4�334-Rg� BY Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Fj Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 CITY (615)441-4258 sschrelber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com COP Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies •••• •••• Coy pll a^ Method Certification Mark or Listing 0000•• •••••• • • Ce;Ifijatiol:Agency National Accreditation&Management Institute • • • • Vaod"4EZ q National Accreditation&Management Institute ••0000 0000 •• •• 0000• 0000 0000•• 0000• • 0000 0000•• • • •••• • • Refe?chtAd Standard and Year(of Standard) Standard Year • • • 0000•• TAS 201 1994 • 0000•• • •• 0000•• TAS 202 1994 •• 0000•• • •• TAS 203 1994 0000•• 0000 • • •••• Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTun... 2/29/2016 Florida Building Code Online Page 2 of 3 Summary of Products # Mo el,Number or Name Description 4334.1 Ferglass Side-hinged Door Units- 6'-8"Opaque I/S and O/S Single Door m a Certification Agency Certificate ed for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL 120. df Florida Building Code including the High Velocity Hurricane erified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by eated by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Ev luation Reports Structures,does not exceed the design pressures listed. FL 334 R9 AE 504B.odf 3'-0"x 6'-8"max nominal size.Hurricane protective system Cr ated by Independent Third Party:Yes is NOT required.See anchor detail DWG-MA-FLO120-05 for anal information. 4334.2 Units- 8'-0"Opaque I/Sand O/S Single Door 77*tg��oor Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0121.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R9 AE 503B.pdf 3'-0"x 8'-0"max nominal size.Hurricane protective system Created by Independent Third Party:Yes Is NOT required.See anchor detail DWG-MA-FLO121-05 for additional Information. 4334.3 Fiberglass Side-hinged Door Units- 8'-0"Opaque O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0121.Rdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: • ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports • • • Structures,does not exceed the design pressures listed. FL4334 R9 AE 501B.Ddf • 0000 1;'-0;It-o"max nominal size.Hurricane protective Created by Independent Third Party:Yes • • • system is WOT required.See anchor detail DWG-MA-FL0121- •"••• 0 for additional information. 0000•• • • • •0 0 JAY • Fiberglass Side-hinged Door Units- 8'-0"Opaque I/S Door w/or w/o Sidelites 0.000• •000 •• •• Impact Rated • • •••:•• •••' L M 'Mise Certification Agency Certificate ••••• • Apptgeed for use in HVHZ:Yes FL4334 R9 C CAC NI005930.02.PDF •••••• Apnorjea for use outside HVHZ:Yes Quality Assurance Contract Expiration Date •••• • Impact Resistant:Yes 02/28/2021 • • • Dtft"41tessure:+50.5/-50.5 Installation Instructions •••••• • •• Qgift�pluated for use in locations adhering to the FL4334 R9 II FL0121.Odf • • • • Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute • • 0000 Zine arM where pressure requirements as determined by Created by Independent Third Party: 000000 •••• A 7,MLlmum Design Loads for Buildings and Other Evaluation Reports • • Structures,does not exceed the design pressures listed. FL4334 R9 AE 501B.Ddf 0000 12'-0"x 8'-0"max nominal size.Hurricane protective Created by Independent Third Party:Yes system is NOT required.See'anchor detail DWG-MA-FL0121- 05 for additional Information. 4334.5 Fiberglass Side-hinged Door Units- 6'-8"Opaque 0/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+55.0/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0120,,odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTun... 2/29/2016 Florida Building Code Online Page 3 of 3 Structures,does not exceed the design pressures listed. FL4334 R9 AE 502B.pdf 12'-0"x 6'-8"max nominal size.Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FL0120- 05 for additional information. 4334.6 Fiberglass Side-hinged Door Units- 6'-8"Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.5/-50.5 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0120.pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R9 AE 502B.Ddf 12'-0"x 6'-8"max nominal size.Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FL0120- 05 for additional information. 4334.7 Fiberglass Side-hinged Door Units- 8'-0"Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.04.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+50.0/-50.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0123.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4334 R9 AE 501B.gdf 12'-0"x 8'-0"max nominal size.Hurricane protective Created by Independent Third Party:Yes system is NOT required.See anchor detail DWG-MA-FL0123- 05 for additional Information. 4334.8 Fiberglass Side-hinged Door Units- 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.03.PDF Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure:+60.0/-60.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4334 R9 II FL0122,pdf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports .00. Structures,does not exceed the design pressures listed. FL4334 R9 AE 502B.pdf • • 0000 12'-0"!t6'-8"max nominal size.Hurricane protective Created by Independent Third Party:Yes •••••• s1son is POT required.See anchor detail DWG-MA-FL0122- • • •••••• 05 for additional information. ••0000 • 0 • • •••••• • 0.000• 0000 00 00 Back Nex4 • • • • 0000• 0000 0000•• •000• • •••• 6:009: • • Contact Us::1940 North Monroe Street.TaOahassee FL 32399 Phone:850-487-1824 • • 0000 ••••: • ••T•••17g�ti�e of Florida Is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement •••••• • •s Wtitda law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send • • 0000 el ronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to • 0000 Section 4W.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if • fhey4iave We.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to 000000 •••• supp`r a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under • • Chapter 455,F.S.,please click berg_ 0000 Product Approval Accepts: SCCttI'1 �1RTitiCS https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTun... 2/29/2016 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ® • • •e • • •• • 149'MAX OVERALL.FR41 E WIDTH 00 • • • • • • • • • • 20.5" MAX 36.375" MAX. ,1 HURRICANE BELLEVILLE FIBERG,%96 aQOR U� • • • • • D.LO. 37.5" MAX. +c �j • • •.• • --PANEL WIDTH Z 6'-8'DOUBLE DOOR WITH/WITHOUT SI ELITE W/,STRq� 'I FRAME WIDTH - u)C7 O GENERAL • ••• • • •• ® ® ® ® t••• ••• •• • 4 U 1. EVALUATED FOR USE IN LOCATIONS ADHERING•TQ• • • 0.0 • • :0. ••• Lr)C) THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM m DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). p 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 C AND SMOKE DEVELOPED INDEX OF 80 PER ASTM E84. n 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752`F> 650'F g >: RATE OF BURNING ASTM D635 0.56 'IM N IN SMOKE DENSITY AS D2843 53.4% a TENSILE STRENGTH* ASTM D635 3.2X DIFF • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING j g 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOMNIT W/Sil) FFS & AdIlmdmtDNAW N OLN0..�h pg4�3o us U zz zzN iZJ 1313 ® ® ® ® ® ® ® ® ® ® ® ® ® ® w 090 CtZ W� 00 , u u u QZ�io,3: o =) Lj u i i : >, N O tV 0O r" 0 u u -d M .1 L L 11 11 .1 L-j L 11 1 SINGLE DOOR UNIT OOUBf DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELTFES DOUBLE DOOR UNIT W SIDELITES WITH SIDELITf }STH ,$fes w�U m Z WHERE WA INL ION CE IS DESIGN PRESSURE RATING REOURED TO BE 15% OF DESIGN PRESSURE ( Lwe 211 I 05 TABLE OF CONTENTS Mono MAX WI OU7SWING INSWING NG N.T.S.SHEET DESCRIPTION 3 . +70. -70.0 +70.0 -70. +19.0 -19.0 + 0. +7iMG 70.0tom.B,, SWS 1TYPICAL ELEVATIONS do GEN NOTES 4 +55.0 - .5 +19.0 -19.0 +40. -40.050.5 2 ANCHOR LOCATIONS & DET 75 + -50.5 +55.0 -50. +19.0 -19.0 +40.0 - +5 . - ow 9Y. 3 ANCHORING LOCATIONS & DETAILS 112.5 +50.5 -50. +55A -50.5 +19.0 -1 .0 +40.0 -40.0 + .0 - .5 KURT BALTTIAZOR Q No.: 149 +50. - .5 t55.0 -SO.S +19.0 -19.0 +40.0 -40.0 t5 . - .5 FLORIDA A.E. • High am hreshold Design J56533 DWG-MA-FLa120-05 -U or •• •• • • • •• •• • • • • • • • • • • • 6• • •��E+E•DETAIL • • , • • 6' c0 •3 Y• 3•A • •i• •i• 3' —31 1 fk l I I I I I t �a • •i•IT �%.: . :T.- • • • rc • •S• _I io iD IZ a U n • • • • • • • • h = • n ••• 4 i ••• 0 i•• ••• — r1D U in 90 SEE DETAIL 1n N `"-D- — 3 0 SEE DETAIL p W SEE DETAIL .L.. - - "C* C C •N ._ A n B H M " lit I 3 8• 3• is io + 8• 6' • yl .pt I I IV I r �� 4 1 d _ I I ' of 3 3" I f�1 3` 3. 3• 3. � 3• 8" 8' -7 a a 8' SFE DETAIL 8' WHOM m in N #8 x 2-1/2" QW w Zado7 ASTRAGAL RETAINER BOLT HOLECL Q MUST BE DRILLED THROUGH V, a o # 10 x 2" THE THRESHOLD & INTO THE w w x N N #8 x 2 -1/ " n z w 2STRUCTURE DEEP ENOUGH n zoo #10 x 5/8" DETAIL "E" ASTRAGAL FOR A 1.375" THROW mo ATTACH ASTRAGAL RETAINER BOLT co #8 x 2-1/2" #10 x I' STRIKE PLATE TO FRAME DETAIL. "F" ASTRAGAL co n 10x58" ❑ J10 x I" AS SHOWN. lC-4 N ccc 0.124'ANNEAM DECCRAINE INSERT -dd.M to #10 x 2" 00•Addmldrnbt 0.0skq"mo {OPTOAL) DETAIL "C" 0.124•AMIZEAM .0124"Tata. DETAIL "P" TYP. NaQ.COW W o U m x Z AL1/18NUM SPACER ;N /8%1-1/2'PHS MtE BUM 2111105 o.es2•� 0� N.T.S. _ �'�..• DR QUAL 1.75' 1.047• OR EQUAL +' DYIO BY S{YS 1.375. �7 g •„ •• ggg CmL BY. T T T TYPICAL GLAZING DETAIL ORANIN NO" INSWING THRESHOLD OUTSWING THRESHOLD HIGHS 0/5 THRESHOLD IMPACT RATED GLASS 0"-UA-FLO120-05 SHEET 2 OF 3 •• •• • • • •• •• • • 8 O • SEE•ETAIL • • • • 6" •"E" SHR. 2 • ••• • .3 3" i•• • II 6 I i l I � O Q 6` a cv „nj •• • • • • ••• •• N _ _ U SEE DETAIL 4 w D SHT. 2 • — N } 0 SEE DETAIL w _ _ W "C" SHT. 2 A w 8 O N N 6"r 6" 1 I I I I II I I I ++ � o 3" 3" 6" 3. �S" &� i AddgdmfoWli 3" S 6 F* SHT. 2 N0.:. c�to— �O w ATTACHMENT DETAIL MIN > - 0.25' HARDWARE SCHEDULE 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MAx a _ SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 1. KWIKSET SERIES 40d GRADE 3 CYLINDRICAL LATCH AND in y a z o (FLORIDA #62514) WITH THE LOWEST (LEAST) a--� SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED ow g FASTENER RATING FROM THE DIFFERENT FASTENERS AT 5-1/2" CENTERLINE. oZW BEING CONSIDERED FOR USE. JAMB, HEAD, AND 2. 4" X 4" FULL MORTISE BUTT HINGES. a= t- THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY moo � SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATIONN 03 Ln N'a LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". t"xCORRUGATED Dx2" WOOD SCREW (2� Ox2- Pte" e t. 3" FROM E(lCH END 6" FROM El�CH END D SCR 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM t.50"� AND oc AND 12 OC EACH END ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN �• { taw v m MO 171 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM AC MINIMUM EMBEDMENT OF 1-1/4". CLl CAULK CAM 2/11/05 ACRYLIC ® Score- M.T.S. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO �ULK —"CL owc.ft SWS TRANSFER LOADS TO STRUCTURE. cm er 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE DROM ao ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) DWD-M4-110120-05 I— -L cr 3 tis l6—lbl� MIAMI-DADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REG Y CON _ IC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE AD O NISI x T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) wmv.mfamidade.gov/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 has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series "Sentinel 120"Aluminum Horizontal Sliding Window--L.M.I. APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision "E" dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LIMITATIONS: Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this:entire NOS ghall�e:pr8lided to the user by the manufacturer or its distributors and shall be available for in§;edtidlr at lhe�sr4e at the request of the Building Official. This NOA revises NOA No. 14 4919.f} and colisists afthis page 1 and evidence pages R-1 and E-2, as well as approval document mentioned above. The submitted documentation avas r'e?�lewed t y Manuel]Perez*,P.E. 'r��:4 • ' NOA No.15-0512.05 MIAMI•DADE COUNTY ••• :• ..• '.' Expiration Date: September 22,2020 • ••• Approval Date: August 20,2015 Page 1 ... . . • ... . . . 0 00 0 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510.12) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I. /S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision"E"dated 08104/15, prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 diagramm of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer, Duraseal(p and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WA, dated 03/03/15, signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC, TAS 203-94 along with marked up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA 3056 WB,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, DurasealO and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC, TAS 202--94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizorUl.-JLdiVg•w4dow, preeared by Hurricane Test Laboratory, LLC, Test Report No.-*JJTL-408W.0102-t0; dated 06/04/10, signed and sealed by Vinu J. .. . . . . ... . Abraham,P. E. ..; ••; ••• 0 0 . (Submitted under NDA No. 10-0510.121 Manue Pe , .E. • . • . Product Control xa et' •' • '.: : : NOA No.1 12.05 ' ••' '0 Expiration Date: September 22,2020 Approval Date: August 20,2015 • • ... . 0 CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511, Edition (2014), prepared by Al-Farooq Corporation, dated 09/05/14, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0915.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP--Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014) and of no financial interest, dated 05/29/14, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0915.07) 2. 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. 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P.E., Section Supervisor. r 4. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 14-0915.07, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window — L.M.I., approved on 02/05/15 and expiring on 09/22/20. .. ... . . . . . Manuel ferez, . • •• • ••• • • Product Control-Ex in r •• NOA No.15-0 .0. ••• Expiration Date: September 22,2020 • Approval Date: August 20,2015 ... • B-2 'TYPICAL ELEVATION 111' 110' FLANGE WIDTH BUCK WIDTH 6' 26 5/8" 5 1/2" 26 5/8' c MAX. 10"MAX. MAX. MAX. 10"MAX. MAX. HEAD/SILL MTG.STILES HEAD/SILL ' )[1 - HEAD/SILL MTG.STILES HEAD/SILL m�w �Z+ % 5' M��ssOsII fayQL II jj it ii Igo a E li F jj F E7 ii F it F 8 h 7 11 8 t 8 / V ti JL_._....__ _ _.- _Ike_ _ __ IT ii • •• 8 0 ❑ Bi • • • • 5 5 II 7 Il •i a 1 • 1 1 1 I � � •• ••• FALSE MUSS•• FALSE MUNTINS °f • (SURFACE APPLIED) • 32 7/8 32 7/8' AOOL ANCHORS (SURFACE APPLiEb) 32 7/B' 32 7/8" AODL ANCHIXS AT CENTER OF LTTES&MTG.STILES OPTIONAL AT CENTER OF LTIES&MTG.STILES > Q' D.L.OPG. O.L.OPG. D.L.OPG. Oj •� • ♦ AT HEAD/SILL AT HEAD/SILL •• ••• •••• 38 3/B' SEE NOTE(•)ON SHEET 2 36 3/8" SEE NOTE(+)ON SHEET 2 �{ O Ix • ••• • • • � VENT WIDTH ••N • ••• XNGE & FLANGE ADAPTOR FRAME _EQUAL LEG FRAME V) • •••• 9N�,m • • •••••• • • O M n •• ••• • • •••• 03 61 • • ••••••• •� •• •• •AaZ BUCKWIDTH S t/2" ••• 13 5/16- 0 •• 5AL MAX. • 5'MAX. HEAD/sIU 000000 SL M'S.•STILES •••• • MTG.STILES 0 RODUCyTRBVz,wSERIES SENTINEL 12 •••• ALUMINUM HORIZONTAL SLIDING WIND BBuAdi N DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER °t0 /ZoZQ u CHARTS SHOWN ON SHEET 3. py Product Conuo o P+B E2 n F 11 F APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATI S P R 6 / OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-RADE COUNTY u DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF y�U (XO DR OX SIZES) (XOX SIZES) (XOX SIZES) c FLANGE DIMS. BUCK DB'45. GGBS TYPFB'A'&'AI' mm TYPES'8'&'BL' FLANGE DIMS. BUCK DIMS. MASS TYP88'A'&AL' G=n?S'B'&'8I' FLANGE DIMS. BUCK DIMS. G=TYM A'&'AI' GLA98 TYM'B'&'BI' � WIDTH I WOW WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) :INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) MT.(-) Z 3 26-1/2' 26-1/2" 65.0 BSA 80.0 90A 74• 73' 65.0 65.0 80.0 90.0 74• 73' 65.0 65A 80.0 90.0 p 37' 28' 36' 2S" 85.0 85.0 80.0 SOB 106-1/4" 26" 105-1/4' 25' 85.0 65.0 60.0 90.0 106-1/4' 28" 105-1/4' 25' 65.0 65.0 80.0 90.0 !� 53-1/8' 52-1/8' 65.0 65.0 80.0 90.0 111° 170" 65.0 65.0 80.0 90.0 119" 110' 65.0 65.0 80.0 90.0 U 74' 73" 65.0 65.0 80.0 90.0 74" 73° 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 28- 25-1/2' 65.0 65.0 80.0 90.0 106-1/4' 38-3/8' 105-1/4° 37-3/8' 65.0 65.0 80.0 90.0 106-1/4' 38-3/6" 105-1/4' 37-3/8' 65.0 65.0 80.0 90.0 ' 36' 85.0 65.0 80.0 90.0 111" 110' 65.0 65.0 80.0 90.0 111" 110' 65.0 65.0 80.0 BO.O AP r 38-3/8' 37-3/8' V 53-1/8• 52-1/8' 85.0 65.0 80.0 90.0 74' 73' 65.0 85.0 80.0 90.0 74' 50-5/8' 73' 49-5/9* 85.0 65.0 80.0 90.0 «x`7777 Q 74 73' 65. 65.0 80.0 90.0 108-1/4" 50-5/8' 105-1/4• 49-5/8' - 80.0 90.0 74° 63' 73" 62' 83.0 65.0 80.0 80.0 �W 25-1/r 5.0 6.0 MIT 90.0 111' 110' 65.0 65.0 80.0 90.0 ca Q q 36• 65.0 654 80.0 90.0 74' 73' 65.0 65.0 80.0 90.0 0 9 SO-5/8' 49-5/8" 1 52-1/8' SSA SSA 80.0 80.0 106-1/4' 63' 105-1/4' 62' 61.6 61.6 78.2 T8.2 74" 73' 65.0 65.0 80.0 90.0 111• 110' 60.0 80.0 78.4 76.4 yp�ss 1 26-1/2` 25-1/r 85.0 85.0 80.0 90.0 1o8-1/a" 10S-t/4' - - 80.0 90.0* Z N p 36' 62, 88.0 65.0 80.0 90.0 111' �° 116" 62" - - 80.D 90.0* YI el r 53-1 • $a-•1/8" 55.0 85.0 804 90.0 • 74j • 73• 60.2 60.2 74.3 74.3 i •�� 83• 73' 62 •• - 60.0 90.0* • • • C M 0900** •�•••: *ADOL ANCHORS REQUIRED AT CENTER OF UTE'S AND WrG.STILE ENDS. � Q�Q • • • O • •• 00 • ••• •••• 0(1/2w) L • (1/?W) (1/3w) (1/3w) (1/4w) (1/T� (1/aW) • • „ / �,. •• _ r�•• ••• • • • �3 ••• •s OPER&TING WffM TO B *AE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH $o R • •• •• ••i•s• 'XO DR 'XOX' 'XOX' v o jr TYP. BUCK DIMS Jr TYP. BUCK DIMS BUCK DIMS a gig v 19 re�Iy�who I9oride ' "� s FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAMDundinscoda E Expka caN D°10 S/s.�''l�02s FLANGE DIMS FLANGE DIMS ��-0`4.•O c � • D7'1411 Ait *e- oo8�8do FLANGE & FLANGE ADAPTOR FRAME ' EQUAL LEG FRAME EW.JAVAO AHMAD -TACN1L 1 RA PE/7G592 c) STD. MTG. RAIL: H.D. MTG. RAIL: CAN.3538 LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: -90.0 PSF GLASS CAPACITIES ON THIS SHEET ARE �� E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION wiQ_18 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 11 i BESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF V (%O OR ox SPAES) (X0X SIZES) (XO% SIZES) BUCK DIMS. GIAW 37-3/8' TIM WWA1' GLLSS WM'B'k'8 'A1' BUCK DIMS. GUM 1YP86 rAI' GLASS TYP88'8'h'81' BUCK DIMS. GL439 TYP89'A'&XI' GLASS TYPES'8'B'81' � WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) IMT.(-) WIOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXr.(+) tNT.(-) Z PgR 3 25-1/2" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73' 654 654 80.0 80.0 0 _Y 36' 65.0 85.0 8a4 80.0 t05-1/4` 25" 85.0 85.0 80.0 80.0 2b• 105-1/4' 25" 654 65.0 60.0 80.0 52-1/8• 65.0 65.0 804 80.0 110" 85.0 65.0 80.0 80.0 710" 65.0 05.0 80.0 80.0 73' 65.0 65.0 804 80.0 73" 65.0 65.0 80.0 80.0 73' 654 65.0 80.0 80.0 25-1/2' 65.0 65.0 804 80.0 105-1/$ 37-3/8" 85.0 65.0 80.0 80.0 105-1/4' 37-3/8' 65.0 65.0 80.0 80.0 38' 65.0 65.0 804 80.0 110" 85.0 65.0 80.0 80.0 110' 55.0 65.0 80.0 80.0 08 a 52-1/8" 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73' 49-5/8' SU 65.0 80.0 80.0 Q {{{rrri 73" 65.0 BS.O 80.0 80.0 105-1/4' 49-5/8' 85.0 85.0 8G.0 80.0 1 73 62' 65.0 65.0 80.0 80.0 25-1/2' 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 tQ_ 36' 49-5/8` 65.0 65.0 80.0 80.0 73' 65.0 65.0 - 80.0 80.0 W 52-1/8" 65.0 55.0 80.0 80.0 105-1/4' 62" 61.6 51.6 80.0 80.0 73• 65.0 65.0 80.0 80.0 1 110" 60.0 60.0 80.0 80.0 25-1/2" 65.0 65.0 80.0 80.0 36' 65.0 55.0 80.0 80.0 a '� 52.1/8' z" 65.0 65.0 80.0 80.0 • • �3'• • 60.2 60.2 80.0 80.0 N • • N •• ••• 6666•• • • • � to • • • (1/ •(•, • (1/3W) (1/3 (1/3w)] (1/4' (1/2W) (1/4 O uj • ••• ••• •�, 66•6• G� G= vK N0 • • 6 •• •• ` O'}v1 in • 6666 t- 3 NM m ••• •: OPERARNG VEWSS TO BE Ira OF.fk WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH p 3 M 0 ZzfI •6• •9 'XO":&#• 'XOX' 'XOX' $0 • 0 6666 6009•• • mod • 6666 • •• ••• 60 0900 • • • O ••0• BUCK DIMS 4- FIN FRAME MODUCTRSVISED .2m g d S$ sa oonlPlYmB�Uw Ylaida ��<m o c W , 16Cae, 5�2.0� FIN FRAME Es 4�- Mrl Engn JAVAD AHNAD CML STD_ MTG. RAIL: TG. RAIL: Ck� 92LIMIT MAX. LOAD TO *65.0 PSF MAX. LOAD TO ±80.0 PSF NOTE.CLASS CAPACITIES ON THIS SHEET ARE E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0) } drawing no. AND FLORIDA BUILDING COMMISSION WIO-18 DECLARATORY STATEMENT DCA05-DEC-219 sheet 3 of f 1 1/8"ANN.GLASS 1/8"HEAT STREN'D CLASS �U 075'Interlayer 075"Interlayer o Safi"CP With PET Core SoRex CP With PET Core BR'Eastman Chemical Co: By'Eastman Chemical Co.' o 7. ; 090'Interlayer 090"Interioyer -� SaOex Clear And Color Glow Saflex Clear And Color Glass p By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR C 090"Interlayer 090"Interlayer £$t Kuraroy Senlrymos Kuroray SentryG[as O By'Kuwroy America, Inc. By Kuroray Americo,Inc.' 6 OR OR D a 090"Interiayef 090"Interloyer 8' h Kurcroy Butacke PVB Kuraray Butacite PVB By'Kuroray America,Inc.' By'Kuraroy Americo,Inc.' 1/8'ANN.GLASS pp 1/8'HEAT STREN'D GLASS $ c SILICONE F SILICONE C .0 i m GE 1200 z m GE 1200 €yr DOW CORNING 899 € DOW CORNING 899 �L Z \"c0' Ml DOW CORNING 995 \� Y7 DOW CORNING 995 a 41 o t� • • •••••: Ea • Ra Ell i • •••• • • • • 1/4 POINTS ON LITES AT 1/4 POINTS ON LITESa N •• • • 7 38" W WIDER THAN 38' ' . .... gw ••••.• ••.S�.�5�)CPE 'A' GLASS TYPE 'B' � ••••• 9000 •aysi NOMINAL LAM.GLASS 5/18'NOMINAL LAM.GLASS t~it •••••• • • al �.- • • • • • 1}r8Y ANN. GLASS 1/8"HEAT STREN'0 GLASS liZ 00 N M eIr •••••• • • •• ••• 075"Interloyer 075 yer 'Interloyer Z z Soflex CP With PET Core SoRex CP With PET Core •••••• • ••• •• ••• BY'Ecstmon Chemical Co.' By'Eastman Chemical Co.' 3 0 • • • • OR OR O g • •••• • •• 090"Interloyer 090'Interloyer • • • • Sofiex Clear And Color Glass Sallez Clear And Color Class () M •••••• 0000 • • By'Eastman Chemical Co.' OBy R Eastman Chemical Co.' • • OR 00411 AIR SPACE 090 Intetloyer 1/4'AIR SPACE 090"Interlayer Kuroroy Sen as Kuroroy SentryMos By'Kuroray America, Inc.' By'Kumray Americo, Inc.' gg OR 1/8'ANN.GLASS 090"Interlayer 1/8'HEAT STREN'D GLASS 096"Interlayer Y Kurcra Butocits PVB Kum Butocite PYS y o a By'Kuroroy America, Inc.' Sy'Kuromy Americo, Inc.` 1/8'ANN.GLASS 1/8"NEAT STREN'D GLASS PRODUCER odd C C as cmnptylas /� BoOdinB Clado ,L.J✓C m SILICONE SILICONE Aoaept••e N 7 g 2 i GE 1200 z m GE 1200 Dow lGVGc/ € DOW CORNING 899 € DOW CORNING 899 _ N Y1 DOW CORNING 895 iv Yl _ DOW CORNING 995 Hy c m a a o Al 0 XL EDGE SPACER ' XL EDGE SPACER S a S o ' ST.STEEL BY'CARDINAL' Sr.STEEL BY'CARDINAL• s m 0 a w OR OR O OR Q OR E9 SUPER SPACER BY'QUANEW W Eg SUPER SPACER BY'QUANEX EW.JAVADD AHMAD iv �.a CPA FLA.PE X M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES CAN. a DURASEAL BY'QIlANE1C a 94GLASS TYPE 'Al' GLASS TYPE *B1 DItRlSEAL BY'QUANEX' ' 0.70'OVERALL INSUL LAM.GLASS 0.70"OVERALL INSUL IAM.GLASS �-� drawing no. wi 0-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'Al. &'Bl'MUST BE TEMPERED. sheet 4 of TYPICAL ANCHORS METAL FLANGE & FLANGE ADAPTOR FRAME SEE E1.EV. STRUCTURE IBY FOR SPACI�K: WOOD TYPICAL ANCHORS :. SEE a". " • A " '^ ` •EDGE DIST.' FOR SPACING m r---------------------I Z i n.. .a �a a o 1 1 MMV�MMI-DARE COUNTY APPROVED i t I Meru wN&MuwON ANCFK)RS I F .._.•.. � EWE GIST. I EDGE DIST. 1 v ® 2 t © — r t-- -- ---------jJ D LL 1 i 0 n 1 �Q{ ET OIL it TYPICAL ANCHORS TYPICAL ANCHORSSEE ELEV. SEE ELFV. g a 0 ' 1 FOR SPACING FOR SPACING as • 2 3/8-MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. cs I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • • • • • • ` AND TRANSFER THEM TO THE BUILDING STRUCTURE. m • •••• ; ' y • • �, TYPICAL ANCHORS, SEE ELW. FOR SPACING • go** • 1 1/4" DIA, TAPCON BY 'ITW' (Fu=120 KSI,Fy-92 KSI) ` 1/47 DIA. ULTRAM M BY 'ELCO' (Fu-177 K51,Fy=155 KSI) O • •• • • • •• • . Ow • • `.` INTO 2BY WOOD BUCKS OR WOOD STRUCTURES [] LL • • • • •••• • __, 1-1/2" MIN. PENETRATION INTO WOOD aj N • J ` 040 •Ci • • • • d HRU 1BY BUCKS INTO CONC. OR MASONRY to w p WHEN USED THE MIN.WOW BUCK • •0 • *000 x x DEPTH SHALL BE tib THE USE OF 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 30 • •• •Ix uq o DEEPER OR BEVELED WWDBUCKS IS a • •W u •• • • ,1 PERMITTED. IRECTLY INTO CONC. OR MASONRY _z Z • •• • • ••• • a+ m -1/4" MIN. EMBED INTO CONC. OR MASONRY 3 0 - • W • • ; • • 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O o • •• • • • ••• • W INTO MIAMI-DAD£ COUNTY APPROVED MULLIONS (MIN. THK.=1/8" INTO METAL STRUCTURES • • STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM . 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i 1 c � I TYPICAL DISIM F o e g t 1 INTO CONCRETE AND MASONRY 2-1/2` MIN. o cB Q INTO WOOD STRUCTURE = 1" MIN. Mq ( INTO METAL STRUCTURE = 3/4" MIN. i 1 i t WOOD AT HEAD, SILL OR JAMBS SG= 0.55 MIN, e o- n cod o CONCRETE AT HEAD,SILL OR JAMBS f c = 3000 PSI MM. o i I C-90 HOLLOW/FATED NORMAL WEIGHT BLOCK AT JAMBS I'm =2000 PSI MW mot =S i D Q C<m u o w 11 0 1 I Ertgr.JAY�AHMAD � 9 FTA PEA 70592 < i a CAN.7538 b ,d• g PROD=RBVISBD . °". -o : _ ... � _ .p •v 'e x !A s rnropfymg w1Ul Wo flotiQ° � � v` EDGE ISI^'a IN' v'•. .> \ 6 'd Bu9dingCotk n G� $ AccepmacoNoO� drawing no. �e 0.Ev LwoRs^ p� ...9,. ' i' I STWW CHORs ° 1IUG 2015 e t8Y FOR SPACING - FOR SPACING W10-1 S W00D BUCK p Miaz1A o PrgluU onl o aheeF 5 of 1 FLANGE & FLANGE ADAPTOR FRAME 4,tj 1/4'MAX. BUCK WIDTH 1/4`MAX. c - 3 TYPICAL ANCHORS VENT`"07{ VENT WIDTH SHIMS FLANGE ADAPTOR FRAME 0 SEE 0". FOR SPACING O O O IVP. �0. �c --- __-- 1 1/2 O A h �4.• _ _ 2 WOOD K " ••-SCREENS OPTIONAL .._.. _. .. .._.: .._.. ......_.._......_.._._. o U WOOD STRUM3 �'• 19Y 2 � WOOD BUCKS ills XOX LAYOUT EXTERIOR TYPICAL ANCHOR .R:. •• O.L.OPG. SEE EUR14 • ° t•• • • FOR SPACING • • •�•.-.• ' ••• 0 •••• MIAMI-DARE COUNTY Na • • • • • APPROVED MULLION •••••• &MULLION ANCHORS SEE SEPARATE NOA • 0000 • • • • A BUCK WIDTH • BUCK WIDTH . . .0.0.0 F ALTERNATE Ea S O t • 0000 0000 00 •• SWEEP LOCK OW • • • • • •:•• 0000 00.000 ___ii E2 1 OPTIONAL TO SPRING LOCH 0.00 i iI N o0 • • 0••0 • ••Z�li p n S6 ?,NM Td • 000• I I 1 n Q�M • iED ZZU! II §O .-_-r.c. :. • • 000000 ••• 0 - • E2 O 0000 E4 TYPICN.ANCHORS PRODTIC2'RBVI$$D SEE E".FOR SPACING as-sAyhigwMtha Fkotd& Sadhmoo& 1/4'MAX. BUCK WIDTH 1/4"MAX. Al �D�;J..G.. -" \ co SHIM SHIMS DH0 �T..O2o 12 VENT WIDTH By c ® O ® edoIro._ TYPICAL.ANCHORS 14 TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING 1 FOR SPACING /4- SCREENS c m a °1. 4' INTALLATION DETAILS SHOWN ON PAGES 5 AND 6 APPLY TO BOTH FLANGE FRAME AND o <m o o w METAL " - FLANGE ADAPTOR FRAMES. o STRUCTURE � tl _ _ _ _ _ Fngr.JAcm ` 0 .- SCREENS OPTIONAL ._..-.. _- �3 FLPE 1 70592 A CAN.-35W o 1RY E6 Eg EXTERIOR WOOD BUCKS AUG 9I $c XO LAYOUT D.L.OPG. ° drawing no. W10-18 sheat 6 of�� d a .< -•a d d• .'' .e...�.\..a.I .. ""G" °� SE a. y STRUCTURE \3inn EQU1IiII AIjII L LEG FRAME R_A_M___E TBY FOR SPACINGWOOD, TYPICAL ANCHORS ______________ SEE ELEV. ____________________FOR SPACING MIAMI-DARE COUNTY APPROVED iI EDG@ DIST.' MULLION&MULLION ANCHORS SEE SEPARATE NOAEBK DIS. EDGE DIST. IjI i ttIII Z0� �fp Ari3'1' �___----_-- �o Q trot 1 E7 TYPICAL ANCHORS O 4 Q TYPICAL ANCHORS SEE ELEV. i FOR SSEE PACING FOR SPACING EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 4 z INTO WOOD. CONCRETE OR METAL STRUCTURES • •• TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. 0 SEE ELEV. _ • • • FOR SPACING • ••• • • 2 3/8'MIN. a • goo: • I 1/4'MAX. BUCK DTH • 0 • • WIO • •••• StiUfS • •••• . E1 • ••• •• •o 0 •••••• •• •• i 2-3/8-'MIN. or I i ONQ W 1 �4' I 000•0 -- - • • 0000o •0• S NC C •••0 M M • • • (4' • • u °- _.._._.._.._.._.._.._.._.._.._.. WHEN USED THE MIN.WOOD BUCK Z Z • •••• • • • o p T DEPTH SHALL BE AV.THE USE OF MIAMI-DADE COUNTY DEEPER OR HEVEtEo w000aucKs 6 &MULLION ANCHORS APPROVED MULLION S g v • ••� • 3 EB PERMITTED. SEE SEPARATE NOA U O m • 0000 ••• • - O • • , BUCK WIDTH BUCK"DTH t E7 {I I { •T$�ra� 1 i� V 8 tT3 II t i � I 1 613 T PROI UCrRBV1SUD f a3 cemplylogw(th 8m 2 E2 D�Ia caft 5 D5CAL_ <<m o w 61 \ HORS w" NO. Dam ijO SEE B".FOR SPACING BY Engr.WAD AHMAD t 1 Mi CIVIL de' RA PE 70582 "� TYPI EDGE 1ST. ICA[ ORS drawing no. I n°. 1e' SEE TYPICAL CHORS^ "e. .m _ •e FOR SPACING l 7 20P) W10-18 WOOD BACK FOR SPACING .- sheet 7 of IELLLUST AP&DTW.ONLY 11 ANCHORS FIN FRAME �4" NOT BY CGI HES FOR SPACING o Z i y t/2• ` g P HOUSE WRAP \c� TYPICAL ANCHORS: SEE ELM FOR SPACING NOT BY CGI (GRADE 2 CRS) y INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ego 1-1/2• MIN. PfiNETRATION INTO WOOD E3 CAULKING O E7 Q�ao I N • 0000 • - \ N • 0000 • • II N • • • " I--; • 0000 •0.O • 0Lu v 00 • • I NOT STRUCTURE 1/4'MAX BUCK W5)Tt1 1/4'LN%. 0000 04 o •••• NOT BY CGI GAP GAP 5 ••0• J i ; 1/2'MIN. 1/2•MIN. N ti • ••• • g N • 0000 A+ I Y • ' � E2 z Z� • 0000 • •• • y 0 • •• Uo � • I • 0000 0000i O y • 0000• i CAULKING J_ _ r i II Ii L - oo F. E7 lt - ^•^SCREENS OPT. u._.._..-.. ____ ___ __ p p p E 121112 2 MB EB HOUSE WRAP / NOT BY CGI Eli EXTERIOR iE2 G BZ 4 m U O W BACKBEO C CAULKING o = &V.-JAVAD CML MAD G FLA.PE 705112 HOUSE WRAP PRODUCPRSVISBD CAN. NOT BY CGI 1 1/z• z as complying wiw do lT;otldn AUG 2015 � Building Codo /,�}L��yy drowi� TYPICAL ANCHORS 6y [W10-18J FOR SPACING MI a Conit Sh881 $Of 11 ITEM PART 6 QUANTITY DESCRIPTION MATERIAL iUNF./SUPPLIER/REMARK8 �U E7 COI-100 - FRAME JAMB 0 FIXED CLASS 8063-T8 CGI EXTRUDER a E2 CGI-113 - FRAME SILL. 6063-T6 CGI EXTRUDER E3 CGI-102 - FRAME HEAD 8063-TS CGI EXTRUDER Z E4 CGI-103 - MEETING RAO. 6063-76 CGI EXTRUDER Q E5 OGI-104 - LOCK RAIL 6083-T8 CGI EXTRUDER a E6 CGI-105 - HANDLE RAIL 6063-T8 CGI EXTRUDER E7 CGI-106 - SASH RAIL 6063-TB CGI EXTRUDER (7 EB CGI-107 - 5/16'GLAZING BEAD 6063-T5 CGI EXTRUDER a E9 CGI-108 - 0.700`GLA2]NG BEAD 6063-TS CGI EXTRUDER h E70 CGI-109 - FRONT FLANGE ADAPTOR 8063-T6 CGI EXTRUDER E11 CGI-110 - NAIL FIN ADAPTOR 6083-T6 CGI EXTRUDER Q W E12 CGI-135 - TF FRAME JAMB 0 RXEO GLASS 6063-T6 CGI EXTRUDER 8 a 0 7Qg� E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-139 - TF FRAME JAMB 6083-T6 CGI EXTRUDER Q to EIS CGI-140 - 1'MUNTIN 6063-T5 CGI EXTRUDER {1.Z E16 CGI-141 - 2.5'MULLION 6063-76 CGI EXTRUDER 2 E17 CGI-605 - SCREEN FRAME 6083-T5 CGI EXTRUDER 4411 E18 CGI.114 • 1 - SILL SNAP IN 6063-T6 CGI EXTRUDER O • E7% CCI-141%• -• e SILL FR.LER 6063-T6 CCT EXTRUDER •• •L4l* CGI-116 -• • 9FRAME JAMB 6063-T6 CGI EXTRUDER i E21 C%vw 19 1• - HO LOCK RAIL 6063-TS CGI EXTRUDER n ••4•ar CGI-08 • -• •TF FRAME SILL 6063-T6 CGI EXTRUDER • E23 CGt12 - • FIANCE ADAPTOR 6083-T6 CGI EXTRUDER O •• Ml CGI- - GLAZING BULB VINYL.(OUROMETER 75-80 SHORE A) PVC - 0 t • •op CGI -00004 Ew COVER(OPT(ONAL) FVC - �n • ® ANC EQUAL LEG COVER/SHIM PVC - aM4 00'X0.6+10'SERO E1200SILICONE SXICONE GE0.GO'X 0 8 DOW 995 SWCONE DOW t3 0 M n • MU - • 0.700'X O.•9•'SBW DOW 899 SILICONE DOW O 3 •• 2/ SETTING BLOCK EPOM OUROMETER 8095 SHORE A Zo • MS • 9 • - PROTECTO WRAP WATERPROOFING OR EQUM. • M9 68T ROLLER TRACK PVC •i 0•Ntl• CGI-•2•• 2 PER SASH ROLLER HOUSING NYLON - O M71 - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUM. M12 C0I-129 1 PER SASH EGRESS LACK ALUM. SULLIVAN M13 CGI-131 2 PER SASH WUIOLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANTIUFT BLOCK NYLON M&M M15 - OPnONAL RETICULATED FOAM 30 PPI - - MIS CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQIAV. g g M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUN. PRgUUCFRBYtSED %6 M78 CGI-132 2PER WD.2' SASH STOP FMC PROTOTYPE as c*nggylt wtU Ile FkWds o $ $$ M19 CGI-T11 •FR.HEAD SCREW COVER PVC PROTOTYPE suaftg M2D OGI-125 2PER SASH SASH CAM(S/T BALANCE) NYLON M&M �W, M22 VARIES HI-FLA WEEP COVERS PVC AMESBURY OR EQUN m gy oogd�oo S2 - 2 OR 3 PER CORNER 10 X 1 1/4'LG.PHL PH.SMS. ST/ST.ASSEMBLY SCREW _ _ A414n91 edO PcoduciC a+ d g g S3 - 1 1/4'EMBED. 8 X 1 1/r LO.PHL PH.SMS.F91 ANCHOR SCREW - - <m u o m $4 - 4 PER WD. 8 X 1/r PH.SMS.ST/ST BALANCE BRACKET SCREW - - " o o S5 2 PER WD. /8 X 1'LG.FH.SMS. ST/ST.SPIRAL.B.ASSEMBLY - &gr.JAVAO AHMAD 1 S6 - - 16 X 1/r LG.FH.SMS.®CG1-133 &CAM LOCK - PE CML S8 - 4 4DM.RAIL 1)10 X 4'L.G.PHL PH.SMS. ST/ST.ASSEMBLY MEETING RAIL - - FLA PE!70592 CAN.3538 $9 - 2 PER ANTWFi 10 X S/8'LG.PHL IHi.SMS ST/ST.ANTWFT SCREW - - ¢ '�Z��et Browing no. sheet g of�� 2.440 2.440 2.113 .085 .490 .120-^j�^• �V II 1.07s 7 - oso T,P. 7� 05o tw. Z F2.101 1.550 1.880 C 2.846 065 1 FF 601 Ogg 7.301 7 .864 •d Bfi44�- �, I • 2. ' O ,700"GLAZING BEAD 7.007 a os0 EB 5/16" GLAZING BEAD 85 F^1.395 1.155 1.155 L11,3581745 • 1.449 �'C 1.015 tots L Eti NAIL FIN ADAPTER 7.3951 $� ��77 E13 O E4 -.180 293 C M FLANGE FRAME HEAD FLUSH FRAME HEAD MEETING RAIL 1.498 050-r -( g�<6 1.O,S 7.015 1.788 .065 1.41J a eq� 1.140 A65 3 1.140 NP. 2284 1258 O FLUSH FRAME COVER O SCREW COVER 4 6 • 1.015 `�r�J 1.220 Y i • �0 • • ��• • • • lYP •• ••• • • 1930065 • 4 b3t1• 1� • • 3.185 TYP. 1.043 'O 3.662. 5 ••••• 2.885 t d n •• • • • • • • E5 E19 m • • • • O LOCK RAIL SILL FILLER • 1.788 O w •• • • •••• • •• t.aso 160 • • • • •••• •••••• • `� • ♦•• � •••?r��i •••••• 2.440 5� 050 y,V' • • • • ••• 2.310 3w • FLANGE fRAME SILL E2 FLUSH FRAME SILL 1.1315 MZ- ,220 Z_ •• ••• 2,1,V •••• • 2.737 LL�� 3 FLANGE ADAPTOR 3 0 • • l.aa3 U • .ofis • • • oes •• • • •• • !Zt ALT. LOCK RAIL 25059••• 2.613 2,5055 2.813 e2.11 o 5 1.000 .991 .5001 3.237t--l-2.737-1t.o,sFLANGE FRAME JAMB (MOVING) Ego FLUSH FRAME JAMB (MOVING) .871 0^v o n I Cm'o^ m oggg E6 HANDLE RAIL g<m o o w O *74-5 0 e 2.505 .066 i1P. 2.505 A85 71P. �JA�LAtINAD FLA.PE i 70592 d ,.015 1.015 5 PRODUCE REVMM CAAL 38 S s PS Bry i �',.�9 1.7451245 41c drawing rro. Dy WIO-18 Etz FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMS (FIXED) O SASH RAIL t+i 1 sheet 10 0f 11 S2 ° � g ao h � y M8 ...... . . • • • • FRAME TOP CORNER •...•• • • • • vii • • • (n VENT TOP/BOTTOM CORNERS •• •.• •.•• •. •• W • •.• •..• •...•• ern •....• . • • . . • ••.. /•/ F2 • . . •....• Z". Y1 • Zz� •• •.• • •• •.•.•• 3 0_ . • • • o_, i .... • •• (�p< c6 d o PRODUCT REVISED ffi complying the Florida DuifdhtgCode By 0 .FRAME BOTTOM CORNER Engr.JAYAO AF YAD FLA. #�7002 } I O drawing no. FIXED MTG. RAIL CORNER W10-18 sheet 11 of 1 1 -161 P 1 MiAMI-DADECITY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGU T ON RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE AD VISIO ` T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ivw-w.miamidade.eov/economy CGI Windows&Doors,Inc. 10100 N.W.25'1 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 Velocity Hurricane Zone. DESCRIPTION: Series 11160 Sentinel"AIuminum Outswing glazed Doors w/wo Sidelites-LMI 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 RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheets L&2,single sidelite in sheet 3 and door mullion in sheet 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 of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of thiis•entkv—NOA shall he provided to the user by the manufacturer or its distributors and shall be available for inspectidn,at tlWjjo1rjtaat tlk kquest of the Building Oficial. This NOA revises#13-0226.A6 toiaviWQ1tl;§-page,1 ;nd evidence pages E-1&E-2,as well as approval document mentioned above. The submitted documentatiop wig Jeviewed bX Ishaq I.Chanda,P.E. . . . . . 000000 000 . . . . . . . . . . •• • • • •' NOA No. 14-1015.04 . .. . . .. . . . MIAM1•DADE TY COUN •• • •• Expiration Date: August 08,2018 t Approval Date: August 13,2015 0:0 . . . . ... . . Pagel ... .. ... . .. .. ... . ... . . r ' 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-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab.,Test Report No. CTLA 3056WC(sample#3)dated 04/16/2015, signed and sealed by Ramesh Patel,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(51h Edition),prepared by Al Farooq Corporation, dated 10/06/2014,05/19/15 and last revised on AUG 04,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04 and-2009. D. QUALITY ASSURANCE 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 ®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",expiating on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer w/PET core",expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(511 Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance mid Wepdpmjett;r;, as part of the above referenced test reports. G. OTHER •' • . .. . . . . ... . 1. This file NO*revises W3-NIGM,expiring 08/08/18. 2. Test proposals approved dated 12/16/14 &# 12-0553, dated 044/25/12 approved by RER. 1 (l ` •• . '.; ; ; lshaq X.Chanda,P.E. • 0 0' •• 000 060 Product Control Examiner !VOA No 14-1015.04 ••• .•• Expiration Date:August 08,2018 • Approval Date: August 13,2015 • �+ :1 • .• .. • • . .• .. ..• . . . ..• . . 37-1/4, DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS 1� w 2 ANCHORS QUANTITY CHART n S"MAX, 3. TYPE'A'. '8'OR'C' �/ 3" 6" 3" SEE CHART FOR QUANTITY ANCHOR TYPE Z 3 HEAD/SILLAT SALE ENDS CORNERS +--�{I �I^— SHIM 'A' CORNERS A �- A IF 1/4' 4 4 4 1 I �- 1/2" --i� � • /ii i C / i ii\ � - d�� • • •• aim= I D / 1 =__�__� NI� � • x� IV z ap v •• • � i• 6 a io�? LOCK OPTIONS 1 �� /AODi1CT •AEYIBEORIoeir •• • 4y o • / •___�,Y !_. 1 z \ \p SEE SHEET 9 • m vt� 0•04••- • Q 2 Q a w q o w � II ""'� p✓� � 004 •• • • m 00 11 I • I II Ib�.�- j w •••• I R • • •• • •Cz=+ •••1h • • • I 1I i = SERIES SENTINEL 18 • $ 3� a ACTIVE ALUMINUM OUTSWING DOOR W/ SMELTS o N 000 •• I APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS Q r) •••• • m • 6 w __ - B m WITH OR WITHOUT SIDEUTES. z 3 n •••• zz � SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. z `.+ v 7� d' $ SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. o -n z3 1/2' TD 23 1/2- 23 1/2" CAPACITIES. o- D.L OPG. 2 ANCHORS D.L.OPG. D.L.OPO. SEE SHEET 4 FOR SIDSEE SHEET 3 FOR GEIITEUE STO DOOR MULLION ATIONARY PANEL LCAPACTIYOAD V o TYPE'B' 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY o AT STILE ENDS TYPE'8' FALSE MUNTWS AT STILE ENDS MAY BE USED AT WILL APPLY TO ENTIRE SYSTEM. LEVATION TYPICAL ELEVATION TpPICAL ETHIS 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). DOOR OPTIONS ISY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 4 TRANSFER LOADS TO THE STRUCTURE. O 3 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 DWS. TAM, or INSUL-LAM. DOOR DMS. LAM.or RML-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL. o WIDTH Exr.+) - WIDTH WIDTLEAF HEIGHT EXT. INT "- A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 3-1/4 35' 98' & 80 BO - 72" 35--, 98' 80 808 MATERIALS INCLUDING BUT NOT UMRED TO STI"ETAL SCREWS,THAT COME INTO 9 a m o NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG.CODE. n 4 NOTE: Enar.JAIAD MMM t R FLUSH BOLTS AND LOCKS MUST BE } F.A.pE L 9z X33 ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS. PERIODS OF HURRICANE WARNING. O.L.O. HEIGHT = FRAME HEIGHT - 12.875" O.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75' .� 5 NOTE: D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 A(}OjZO15 GLASS CAPACITIES ON THIS SHEET ARE drowing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W13^01 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. sheet 1 of 11 �V 3 t0 �, DOOR3FRAME WIDTH DOOR FRAME'MOTH HEAD NCH CHART ENDS d 2 ANCHORS V MAX. SEE CHART FOR QUANTITY QUANTITY 1 V MAX. 3. AT STILE ENDS'C' HEAD/amu 3' 6' 3' ANCHOR TYPE aJ a s HEAD/SILL CORNERS 'A' .S. 'C' ii O CORNERS q 11 F,, q 1/4` 4 4 4 I ! 3/6` 6 6 6 1/2 7 7 N ! I I CY p�A1Q \ II crag \ � g • : ••• f i / I 1lr'- O $gyp JL- 0400 • I PTIONS ••• • _ ^S•.•�•• N ••• (• _---H'-- ! W Q _ LOCK SEE REEF 8 •• •• n I ��• 1 ii n gg to •• •: \ii \\ i ii// o w • ••• • 1l \ ! PRADUCCREVISED I I I tl Ptl�i wuh the Flo" cwt Jd •• ••i •• • ii \\ ` \\ i i // ii N � �� - 0i ,off � $N^� ' ••• •• • I �' a O r w •• • II I I I it • ACTIVE I ACTIVE I I = Cl..- �n.+ Z z a n n � +o 23 1/2' 'O 8 23 5/2` 23 1/2` 01.OPG. 2 ANCHORS 0.4 OPG. D.L OPG. TYPE'e' 4 ANCHORS SURFACE APPLIED AT STILE ENDS TYPE'S' FALSE MUNTINS AT STILE ENDS MAY 1#USED c $� TYPICAL_ELEVATION FOR 3 HINGE 000R TYPICAL ELEVATION FOR 3 HINGE DOOR { X) ( XX ) NOTE: SEE SHEET 1 FOR DOOR CAPACITIES Engr.JAVAD AHMAD •� CIAL F111.A.N. 36 PE R 7QS82 l. ),'+ drowing no. W13-01 A 0 2915 sneer 2 of 51 144'MAX. �4"�/ 6 37 1/8' 36' 72' 38' SEE CHART FOR OUANTIIY ro SIDELITE WIDTH SIDEUTE WIDTH DOOR FRAME WIDTH SO HEAD ANCHORS ELTE WID 6'MAX. 6'MAX AT STILE&M=ON ENDS ILL /y--�{ QUANTITY CHART F CORNERS F CORNERS F A I� -•per" �I- Pi ANCHOR TYPE 1 i Il - i SMM 'A' 'B' 'C i/4' 4 4 4 6 6 O dd4 1/2` 7 015G_ _ 11G aq i• o•i g•i•e• • Fi � � //°f� � ii \ � ii 1L�63fs� • • • •• / + - D __ it • • • • %I m /� ji LOCK ONS f )� / FASTENERS SAME LOOATKXd- O •• • •°0 • i�, 16 o �/, SEE 9 1 -- �.g �{✓ AS ANCHORS SHOWN ON • • •• / w SHEETS 1 &2 -I n W i. • • Is4114 - I 11 II j 1 •••• co • yy • • •••••• • • \ 1 ii/ ii 00 ••• •• • • • •• \ j It 0W • • see Z3 Fn 00 •• : •••• ••• •• 11 ��No • •••• I 1 II II N�N • • • 1 1 11 II $ �NM m ••• 11 •• •0•g ••• • Ti 1ACTIVE _ INACTIVE _ Q M m • • goes 1 ) I YJ zz�� G G S sI m O_ 31 1/8' 31 1/8' 23 f/2` ' 23 i/2' 31 1/8` mgm 022 D.L.OPO. D.L.OPG. O.L OPG. D.L. D.L.OPG. SUIIFACE APPUtb DESIGN LOAD CAPACITY - PSF ANCHORS FALSE MUNTINS SmWM STATIONARY PANEL(0) TYPICAL ELEVATION TYPICAL ELEYA00 TILE AND MAY 9E USED SIDELITE FRAME (SEE NOTE BELOSfl MULLION ENDS WIDTH HEIGHT 0 ) ( oxxc ) 1'R000Cr6EtlLSfD c I4 INCHES INCHES EXT.(+) INT.(-) za 80.0 80.0 SIDELITE OPTIONS me= .U►rye nom, 30 80.0 80.0 ouaCee Not -IQ(S•o f 33 as 80.0 80.0 k3ol"01el D•k 8 $ 36 80. 77.6 37-1/8 77.66 7z6 raft"control 39 73.8 73.8 y n a n m SIDELITE D.L.O. DIMS. - 42 68.6 6&B $ 24 eo.o 80.0 D.L.O. HEIGHT = FRAME HEIGHT - 12.875' D.L.O. WIDTH a SIDELTE WIDTH - 6' STAND ALONE SIDELITE ONLY °e<m v o 30 i73.8 80.0 D.L.O.WIDTH a SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 33 90 80.0 n S 36 80.0 Engr..JAVAD e 37-1/8 77.6 FIA PE t 70692 0 39 73.8 �aS53s6� g 24 80.0 80.0 S : i 30 80.0 80.0 33 96 80.0 80.0 AU 015 drawing no. 36 80.0 80.0 W13-01 37-i/8 77.8 77.6 sheet 3 of 11 DESIGN LOAD CAPACITY -PSF DOOR DOOR DOOR DOOR DOORFRAME SIDEUTE SIDELRE FRAME SIDEUTE FRAME SIOELIIE FRAME A� o SIDEUTE LEAF Is= SIDXM TO DOOR MULLION WIDTH WIDTH WIDTH - WIDTH WIDTH WIDTH `WIDTH W WIDTH 1 WIDTH WIDTH HEIGHT (SEE NOTE BELOW) Z ; INCHES INCHES INCHES EXT.(+) INT.(-) 24 80.0 80.0 30 C / H H 60.O 80.0 / % ii / % /i� i; ii\ 33 38 84 80.0 80.0 tl_ �/ % !%i :i % !{i !!i 38 80.0 80.0 / / / i 37-1/8 77.6 77.6 \ J J \ \ J / ♦�O uQ. 39 73.8 73.8 42 68.6 68.6 24 80.0 80.0 \ 30 . .. 80.0 80.0 S`_. _ --' 8°T • 0T3 9• • eo.o so.a (XO ; —(oxo) (xox) •• •#660.0.", 80.0 • 3t 1/8 •• 0•: 77A s 77.6 SDEUTE DOOR FRAME SIDEUTE DOOR FRAME SDELT/£ •• ••39 • • .e 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH t( • 24 do.o• • 80.0 0 30 80.0 80.0 •• •i33 •• •� 0 • SOA H J AD- 36 E • 38 •s•• 1010! 80.0 i i r i iy. •• 3i-1 8 8 77.6 = % / % % ` / 5rc{ N • • •00.00 • 0 w S 'o 0•• •: • • 0•i• \\ // \\ // Ow • 000000 \ / \. / a 04 00 • • • • ••••i• N O 0•• •• 0000 : 0••0 MUwON 'S oxx 3 DOOR STILE ' (OxxO) ~-• 3 N M O•••••i • • END ANCHORS 1 xxo/ END ANCHORS P"DOCPRMSW c1 a 3 M up1i 0 0•• O SEE SHEET 3 SEE SHEET 1 �_a0ilyb11 with fh.Fj4d" Zwt o li 4*revieBiM¢eNo1 — >W'shs8en Doc 7e 1 a s i e 1 �UI�I�1df Ott cm 1 LEAF WIDTH y1 p SIOELITE WIDTH DOOR FRAME WIDTH SINGLE(X)37'MAX. o l P DOUBLE(XX)7Y MAX. o P1 SIDELITE TO DOOR INSTRUCTIONS: NOTE: Po$$� USE CHARTS as FOLLOWS. GLASS CAPACITIES ON THIS SHEET ARE • BASED ON ASTM E1300-09 (3 SEC. GUSTS)AND FLORIDA BUILDING COMMISSION 1 TABLE�LEER DOUBLE DOOM CAPACITY FROM DECLARATORY STATEMENT DCA05 DEC-219 n 2. SELECT LOWER OF SIDELITE TO DOOR MULLION AHMAD _ c � j e CAPACITY FROM TABLE ABOVE. p 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPMULLIONSCEngr:JAAN VAD 3538782 TO ENTIRE SYSTEM. [drawing n W13-01 sheet 4 of 11 z # a F a l o U V aC • •• 3/16'TEMPERED GU55 8 • • • 0000• • goo 3/8'AIR SPACE V • • �2�� • • 3j16`ANN.EUSS • • 3/16'HEAT STREN'D CLASS 3/16'ANNEALED GIASS Z ••• •• • • f 0s.CP With PET Core .075'Soflaz CP With PET Core .075"Saflez CP With PET Core • • • •� tn.Chemical Co.' By'Eastman Chemical Co.' By'Eastman Chemical Co.' ••• •• •••• 090"SoRex Clear And Color Glace 090"Saflez Clear And Color Giese 090"Saflez Clear And Color Glace 4%Evatmon Chemical Co.' INTERLAYERS By'Eastman Chemical Co.' INTERLAYERS B''Eastman Chemical Co.' • • N •• •• I�1�RIAYERS • • ••.meq•Kuroroy SentryGWs .080'Kuroroy SentryGlae 090'Kuroroy SentryGioa n •• •• • ey Kuroroy Americo,Inc.' By'Kuraray Americo, Inc.' By'Kuraroy America, Inc.' • • •• 00M.Kuroray ButaeRe PYB 080'Kuroroy 8utacite PVB .090"Kuroray ITutaeite PJB • la� Lu � • • ••jj• Americo,Inc.' By'Kuraray Americo,Mc.' By'Kuraroy Americo, Inc.' •• � O • • •• • • 3/16'401 3/16'HEAT STREWD GLASS 3/16'HEAT STREN'D GLASS O *:*a** • $y,�y1�+'£__ SILICONE .16 • • 519 cOk"995 DOW CORNING 995 SILICONE NLODUCf Revilup N • ••• • 1CwbjwG 899 DOWCORNING899 DOW CORNING 99S SO r OODD DOW CORNING 899 yN!With W}'brf V N Ln •••• •z ••• .� i Z CE-1200beldbla $ 3.`NM {CJ O �" �+ Aaaygne No -Q .O rn �b 4 •• V rafkagul Dam 3: 14 \ I \ t •g-• \ \ 11 i •`�h ti O e'1 XL EDGE SPACER Q OAR STEEL BY'CARMNW DURRASEAL BY'OUANEX' Ln \ b SUPER SPACER BY'OUANEX' 28 AT 1/4 POINTS28 AT 1/4 POINTS o •�a 7/18" LAM. GLASS 7/16" LAM. GLASS 1" OVERALL INSUL. LAM. GLASS GLAZING OPTIONwin S r, al O S •��Q m U O I Engr:JAYAD WARD CML CAP / 0582 :�3H t �2�� drawing no. wis—a� sheet $ of�� 113Y WOOD BUCK 23Y WOOD BUCK (� EDGE DISI. TYPICAL ANCHORS EDGE DIST. OR 1�l o SEE ELEVATIONS •!„ - .. SEE >E SHEET i WOOD STRUCTURE METAL ro _ FOR PACWG °{:ON�I E. SEE NOTE SHEET iSTRUCTURE EDGE EDGE DIST. 8 �S qga z o 1Z5 s ,t T 'T'l t a 0 3 z � $ t II tl = � s � m 11 1 2 h t t 21 a �j \ n g V y TYPICAL ANCHORS df A I 12 J TYPICAL.ANCHORS SEE ELEVATIONS Q r TYPICAL ANCHORS FOR PACING p e( • •• t !�®_� 1 t3 FOR PACING SEE ELEVATIONS • • • • • 1 i i 1 FOR PACING ------------------- ------------- '00* ---------- ----- �� L fig^ • • • ;MIAMI-DADS coUHIY APPROVED�; 2:th ' i i i•I • I j SEE SEPARATE NOA i CUPPED MULLION t •• • • ' "• _ WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS �I I • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • • ••i AND TRANSFER THEM TO THE BUILDING STRUCTURE. • °f ••••• ' •••' i •28 TYPI AN SEE ELEV. FOR PACING 4 '••'•• • TYPE 'A' i x DIA. ULTRACON BY 'ELCO' (Fw177 Ks.Fy-155 Kso • • •••• "• hIIN. LENGTH = 2-3/4" TYPICAL SEE ELEVATIONS ••• • • •• INTO 28Y WOOD BUCKS OR WOOD STRUCTURES FOR SPACING O� ' • •••• 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) •�' • •• i••• THRU 1 BY BUCKS INTO CONC. OR MASONRY �F N o • •00 • 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) a •i• z o• • -1 4" MIN. EMBED I MASONRY (JAMBS) 0 N M •o Ti • TYPE 'B'- ]/4' DLJS ULTRACON BY 'ELCO' (Pu KSI.Fy=155 KSI ' MIN. LENGTH = 2-3/4" 5c' DIRECTLY INTO CONC. OR MASONRY o .. 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U 1-1/4" MIN. EMBED IWO CONC. OR MASONRY (JAMBS) PRODUCfREVmw � TYPE 'C'- I/4" DIA TEKS OR SEF DRILLING SCREWS (GRADE S CRS) M�P4f6wuhike PloAk 26 INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81 AmptawcokN.I -0 :0LJ INTO METAL STRUCTURES (HEAD/SILL/JAMBS) sapkaom oat STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) t• �.A c$R$ ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) fl>tdtlCabel °I W O (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I I 1 I S I I I I 1 I TYPICAL EDGE DISTANCE d INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. g• a$ B 11 - I INTO METAL STRUCTURE - 3/4' MIN. m o 21 2� I i 1 1 12 WOOD AT HEAD OR JAMBS SG - 0.55 MR 1 I 1 to CONCRETE AT HEAD. SILL OR JAMBS fc= 3000 PSI MIN. _ y < C-00 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. n \ Eng.JAVAD AHMAD ANCHORS MAY BE HEX OR FLAT HEAD. FuCNIL PC 1 70ss2 CAN. <1� ° SEALANTS: $g • -CO , ....a°' S $ $ ° TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 5 QQj EDGE DIST. SEE ELEVATIONS GE SCS2000 SILICONE SEALANT. drawing no. FOR SPACING W13-01 DOOR DETAILS sheet 6 of 11 3/8'MAX. 3/8*MAX. - 3 SHIM © D SHIM O IS 2 .BEEEE NOTTEE SHEET, qF GG a ACTIVE LEAF e g t' TYPICAL ANCHORS 0 C SEE ELEV. a TYPICAL ANCHORS 21 - FOR SPACING tY, SEE ELEV. FOR SPAC9iG r" Q • • • .. ... .. .:_:.' a� • • • • tg ,<.:.,. ►0.0W4Cf1tEVI8CP J oo.. • 7 7 18 r .v,• rOWALPWq Wuk Ot FIDA& •• ••• • z5 o.L OPG. ::'? Wl�afads M • EXTERIOR a + note o • STRUCTURE LEAF NIDTH 3 POINT LOCK •• 1000 •••• WITH DEAD BOLT • \ •• •• SEE SHEET 9 M►rl IMM CaW'd • • DOOR FRAME WIDTH n . • ••• 0000 � • • N • ••• • 0000 0.000• • • • • • • 0000 0. •• ••• 3/e"MAX. 0 00 0•• � g LWLI 0000•• • • • 0 • •• • SHDA •� ••• 3/8R • 3 POINT LOCK 28Y WOOD BUCK "a Ci •• O _ • SHIM-. • : SEE EGET I�1.T WOOD STRUCTURE 0 M+os OR a •• ••• i r TE 2 FLUSH BOLT SEE NOTE SHEET t Z Z i m ceNLriEre.• _ OR MASONRY,•• ACTIVE LEAF INACTIVE LEAF ''+C) TYPICAL ANCHORS '• 22 24 Is U SEE ELEV.' y. FOR SPACW&: ....... ._- --- --- c TYPICAL ANCHORS .... SEE 7 D.L OPG. T T FOR SPACWG t9 O.L.OPG. LEAF WIDTH i EXTERIOR LEAF WIDTH DOOR FRAME WIDTH d C<0 0 0 n En r..JAVADAO AHM RAPE A 70592 o n 5535 S $ : f drawing no. A 062011 W13-01 DOOR DETAILS sheet 7 of 1�1� • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING fO L CONCRETE. ETE, Z O Q 0 a VVV Oy�W 12 J � rQ • • N GGDD • • 004 0 • •• •• ••• fag • • • • • ••• • • • • 3 N • •• ••• ••• II _ • • 1 • 0 0 0 3/8 MAX.', H , MATING JAMB FASTENERS • ••• ••• 1 0000•• SHIM .• O 2 FOR LOCATIONS a • • I .. S SON DOOR JAMB SPACING n • 000 • I •••• CONCAE�E f7 ON SHEETS 1 &2 p 0000 • • • OR ta • • • • 0000 MASONRY'• •• ••• •• • 0 0000•• _ p • ••• 0 a • • ••i••• Nom^o 0 ;.:. IR 00 OIVM r� w •`��7! 1� _ __ _ _ __ _ __ GI 0 N 0 O • i :p Uo3� EXTERIOR a +•..' 4 DL OPG. LEAF WIDTH i SIOmm WIDTH DOOR FRAME WIDTH �'y 28 MAX SINGLE(X) 72'•MAX DOUBLE(XX) 6i I FRAME WIDTH ° S TYPICAL.ANCHORS4'LONG ►ROiWCfR . SEE ELEV. APPLY SEMANT EV�tti g FOR SPACING BEFORE MATING 0*d&�Mt FbAh 3 Aa((tputrt NoI��r/a0(�r•GYDat NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8' AI►�llhltS^ `^^� a m u o 12 73 x Engr.JAVAD AHMA9 � r CML t ie N FLA.PE70892 o n •CDNCRE°TE;:b a'<. I v •o_ .° :. IJ Z��.CI drawing no. EDGE GIST. TYPICAL ANCHORS W 1 3-01 SEE ELEVATIONS SIDE TE DETAILS FOR SPACING sheet 8 Of 11 • ro�`y BILL OF MATERIALS 2 EXTRUSIONS MISCELLANEOUS Z q ITEM 9 PART Ha DESCDIPTIIDI MTERIAL wiw. REMARKS In D cca PART ft DESCRWT= MATERL& Iw96, RFJUURKS F 1 cm-189 FM HEM AND SILL 6063-T6 CQ EXTRUM 21 E-1947 rM 6ASKET FEN AWSKIN IHRIL 8 MW 2 CGI-190 WE iffis 6063-T6 CQ DMER 22 M6 32M 330 FM CASKET FUM ARES&R4 OR IL 3 CGt-l% SIDELM HEAD AND SILL 6063-76 CGI DaRUAR 23 M3 V3332RHG 187 x M VEAYHfRSTRR PILE V/cow FIN 1R®. 111WAS OR EODIV 1 CGI-191 FREE STAR N MUTE JAMB 6063-16 CGI EX=- 24 M8 W3332UIG 187 X=HIGH PDE V'STRIPPM VOM.V/FIN ILTRRArAS(R EQOfV a p LL 5 CGI-m MATBRG SMITE AM 6OWT6 CGI EXIRWER 25 N9 OHM-8 H-NZ C4 1/2•x 41 ALIDHMUM CGI-COSTAR 6 CGI-193 PN4FL TOP AND MATO R RAH- 6063-76, CGI EXTMWER ZSA No Am-um HDM N VV x 17 •LASS Kw y C 7 CGI-194 PNHL VERTICAL STILE 6063-T6 CGI Mom 258 NII AlIB00-US3 HDBE(4 I/2'X 41) SB IVKER R ji Q d g 9 CGT-199 WEAR HLECK 6063-76 CGI EXIRI•ER 26 N4 C6T-38r/ GlA2M READ MU YD:1YL CGI-QISIDfi p 12 CGP191 •• FRAME READ AND SILL CREV COVER 6063-15 CGI Exmmm 27 147 3/8'-16 FULLY TR NEED MD-=MVM3/8'HEX RAR ZDRC MATED • CG FRAIE IE AHD SRL SLANTED SCREV CUM 6063-15 CGI EXTMDSR - SLTTIMG E1.[pC G!PER LITE) I(PDM 11011I4TER 8015 WiDAE A } ••• • CGI-12171W QASS MOM;6jD 6063-,5 CGI EXiMW 9 14A C - f'riASS GLA�14G M'AD• 6063-TS CW CXIMIDER • •t3 CGI-L!0 WEAK PLI11lE PLATE g 6063-T6 CGI EXTRWER NOTE• M NUMBERS 8 10 & 1 T ARE NOT USED 16 CGI-1 ASTRAGAL• • • 6063-T5 CM EXIRU�R • 7 CGI-SOD SCltE1f COVER 6063-73 CGI WNW •• • •• •• •*4 o6OCKING NARE ;. • . . . PART Ma DEscRIPtIa9 MTERIAL w". REMAWCS c •• 3 MW ICK ASSEHBL (ACTIVE LEAF] C61-CIMTM{ USED BY ALR.OPTOHS •• • CGT- F1ASH80d AtMR.ftaTNE LEAH CGI-=M USED BY ALL OPTHRIS0 Lu • IIPEIfQi 1 5455 PAS► ACTIVE EAF7 BALDVHE �(n •••• 54 FD M W LEVER ARACTIVE LEAH) BALfirlM DPilD6d. '�to • 823• • MuRad ]tAI.BVIN N • • �TlDr4 2 JD69•••• RADBRID(ACf1VP� DEXTER BY SOIL $ �N M$ M *00 • A T( ACT M tACTWE LEAT) pEXfER ITT SCR 0 3r � ,40*(Mo • DUMMY LEVER QHACTNE LSAT) DEXTER BY SCR UPTMRAL Z Z T1PT1@1 3 D 410 DEADMH.T(ACTIVE LEAF) COPPER CREEK nwomr REVISED RUM ACTIVE LEVER(ACTIVE LEAF) aPPER CREEK 4d m vMh F0d" (9 BL2290 tH>HMY(EVER CORACIIVE LEAH tRRPPFR CREEK MIN& E on -- O SCREWS Rq5 ITEM f PART Na DESCRIPTIRR RTWd6L9 18 9 I4 X 3M•HEX FFAD TEKS-MH.LION A7TACHIENT c 19 9 6 X V2'PAM READ SMS-ASTRAGAL ATTACIOERT tttt 12'FT0]II EKDS �r+, 20 9 1D X 1 1/4'PH SMS-ASSEMBLY 3 PER MUM •8 $ d nemm `oam c n Erpn JAVAO*0" CMFLA.PE SsL 'm CAN-M38 2 O gpn e •d '`d U 0 15 droving Mo. W13-01 sheet 9 of f 1 M •••• • eKaepted` • •• `••• •• H AecemWy AmMnbiy UdW Aay. Up As* Aaeg_ 0 SxOa� RDd r�3' 13 000 0 1/2• Bal •• ••• •••••• I9K31C PH ss t •04 000 0 0000 ••• • • • • •• • • • Ii• •• �n ; 2:1— • •i+� t• C—ROA A,* 1/2PH US Q30 M PIMUCfRMSBD ZzMo as eoeplytq wU►Ow VIDA& rap"ka Do" zO b"12 Oak ¢ - AcBraa w"w VA* G••d Nharl Opa o �° w"`d ° TOP SECTION SHOW � (BOTTOM SIMILAR) Flushbolts(Inactive Panel) 22 Top&Bottom 0m$o n Nr.AAVADA.HWD Y FIAT 8 92 0 G Q 5 drowing no. Ca CUSTOM W13-01 3-POINT LOCK shoot 9.1of 11 ,.786 U v 3.625 it .125 .062 1.625 Or- 1.587 .750 t zd .080 O 100 a. 1.587 4.495 g o 5.500 1z FRAME COVER c O DOOR FRAME HEAD/SILL LH 3.825 1.587 ��Q dj • 1.410 Q • • 1-41§75 1.*• • ;s2i • TOP & BOTTOM RAIL S.S00�SILL COVER0806.438 rw- • • X0 • ••• • ••• .485 1.828 1.440 S Xa. co, • ••.• • ,075 1.063 4.495 • 1�� • Q HINGE & LOCK STILE $ p N M�, • • • • 03 m • • • • Zz��n SIDELITE 'TZATTOM FRAME 17 SIDELITE JAMB COVER C9o5 *116 U .S .245 . 5 . . a• Wm flry�15A;=,so Yc�51 A 1 0 Q O15 M►rt `✓in-aF Rg 18 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1.810 3.005 '675 1.06, 1.126 2.000 .995 .050 .120 1.462 �0 o. .250 t m u o .060 (m ^^��111 t.184 1a 4.000 .120 4.000 GLASS STOP (LAM. GLASS) 4.O 30 .075 E^9r JAVAO AHMAO Crat .500 .125 .070 f.465 1.� •505 .120 RA.PE 70592 'o .120LII 2.388 �__ I I .420 II •9*` .050 A t.tsa 70i5 0 1drawing no. 225 W13-01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 10 of 20 1•I O 20 I ASSEMBLY FASTENERS TO BE INSTA.E% ASSEMBLY FASTENERS TO BE INSTALLEp YYi i PRIOR TO JOINING MATING JAMBS , Z' PRIOR TO JOINING MATING JAMBS / _ 4 I O 1`iy s / 00 • I I ro • • I ILZ� •• • • E • • • I / / bf 0000 • � / / i o • 404 -q1 •• ••• 0000•• •• •0 I 12 A A 0 ••POLE GAP---0-0 0 0 0 00 ACCESS HOLE ' Q� •04000 0 of 0 • f 75 a 0000•• •• ••• FASTENERS411i//},J •. • SEE SKEET B 1 FOR DET0 2 0• In , r • • 0 • i N,..r� • ••.O • • • • I � d M n 0.•9•. 0000 . 03 • 0 Zi •••• SIDELITE JAMB CORNER SIDELITE MATING JAMB CORNER o_ DOOR FRAME TOP & BOTTOM CORNER P & BO TOP & BOTTOM 19 O 27 <mue M E1pn JAYAD AHMAD CML FLA.PE i 2 4CAN. drawing no. W13-01 LEAF TOP & BOTTOM CORNER COITY. l ( txy PECONOMIC MiAMI•DADE r- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION CDEPARTMENT OF REGUT.ATOR ANRESOURCES(RER) 11805 SW 2b Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidnde.aov/economy CGI Windows and Doors,Inc. 10100 NW 25 Street Miami,Fl.33171' ' 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 atter 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 Velocity Hurricane Zone. DESCRIPTION: Series"238"Outswing Aluminum Casement Window-L.M.T. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)",sheets 1, 1.1,2,3,4, 5, 5.1, 6 and 7 of 7,dated 12/04/98,with revision J dated 04/10/15,prepared by A]-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL-of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply,with any section of this NOA shall be cause for termination and removal of NOA. rM" .-The NOA-number receded-by--the-words-Miami-Bade-C-aunt),�,--Rerida, and— followed by the expiration date may be displayed in advertising literature: If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copyof Jbis pnVre NOA shall be provided. to the user. by the manufacturer or its at;F�ie job site at the request of the Building Official. distributors and shall be availabli ft;In$44r>; This NOA revises NOAf•14-0906bL'add to:fats etthis page I and evidence pages E-1,E-2,E-3 and E-4, 000 as well as approval document mentioned above0 00. The submitted documentation was reviewed by Manuel Perez,P.E. • ••• . ... T* o •0 • •• • NOA No.15-0512.19 00 00 0 • •MIAMFDADE COUNTY •• ExpirationDate: October26,2018 Approval Date: September 17,2015 •.. � Page 1 . • • CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's #96-0417.03 and#01-1002.03) 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3,. 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS. 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile impact,Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer(& insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer(M 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 series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Space&-insulating.glass spacer,*prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C. Patel,P:E. 4. Test reports on: 1)Air Infiltration.Test,per FBC,TAS 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 et.Test perG,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3 .2.1, and TAS 202-94 along with.uity4dw-up drawings and in diagram of a series 318 outswing aluminum:casemknt air=dt W.lVepared by Certified Testing Laboratories, Test Report No. CTL jJ009•1&,0jted U24/14,.signed and seal d by Rame=C -1,P.E. (Submitted under previous NOA V 14-0506.01). • ••• . ... Manuel Pe Z, .�i. • • • • • .. Product Control xa iner . •• •• • • NOA No.15- 12.19 •• •• Expiration Date: October 26,2018 Approval Date: September.17,2015 . . . . . . . . . . .. .. .. .. ... . . . ... . . CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. 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 TBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12,dated 11/20/12, signed and sealed by Henry Hattem,P.E. (Submitted under NDA#12-1220.14) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B,and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA #48-1010.02) 7. Test reports on: 1)-Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing,Inc., Test Reports No.HETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08,all signed and sealed by Candido F. Font, P.E (Submitted under NOA #08-1010.02) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall,P.E. /.Crihsnitled un ' • • • • • • • • .. Manuel ere • . • • • • Product Control Ex nti er • • • % • ••: NOA No. 15-0 12.19 •• • Expiration Date: October 26,2018 Approval Date: September 17;2015 • • .• .. . . . .. •• CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTINUED) 9. 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 Enhy Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA #96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBG-2010, dated 4/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) GIass 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 "ButaciteO PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP 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 05,121.116�. .go • . • . • • • • o • Manuel Pere ,P. . • • • • 1 Product Control Ex min r ••: '% • : • '•: : NOA No. 15- 19 • •• Expiration Date: October 26,20.18 Approval Date: September 17,2015 •.. • • • .•• . E-3 • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBG 5'h.Edition (2014), dated April 11,2014, issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA #14-0506 01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24,2014,signed by Manuel Perez,P.E. i (Submitted under previous NOA #14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and ITL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc., dated 09/21/07 and 10112/06,both signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA #08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08--2144,HETI-08-4287 and HETI-07-4298,issued by Hurricane Engineering&Testing,Inc., dated 06/27/08 and 07/17/08,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA #08-1010.02) S. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL4080-1107-98,issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98,both signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA#96-0417.03 and 01-1002.03) 6. Laboratory compliance letters foi Test Reports No.FTL-1003 and FTL-1041,issued by Fenestration Testing Laboratory,Inc.,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA#96-0417.03) 7. Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America, Inc., 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,P.E.,Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows&Doors,Inc. for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 06/26/14 and expiri�g on 10/26/1 8_ so • . . . . . . . Manuelerez '- • 0:0 "' Product Control Ex i r :s: •: : : : : NOA No. 15-0) 2.19. •• .. Expiration Date: October 26,2018 Approval Date: September 17,2015 ... . . . . ... . F:a .:o V .. .. GENERAL WINDOW SECTIONS WINDOW WIDTH FLANGE FRAME WENT WIDTH � V g WW-2` i m f D.L. OPG. Z WW-7' 8"MAX.TYP. A HEAD/SILL y 7 CORNERS A �Ipp g ,t (Y, z CAM LOCKS C 9 2 LOCK POINTS a a 3 ALL SIZES O XS C AT DIPALT WINDOWS ONLY E;I i . z o!W& • W � i x ixDN • • •••• ` oJ� ii // a ztb tg •• •••• ••• ° I ---- ====gip=== SURFACE APPLIED J tz7 L' • • • • • .1 1 ------- \II I I OPTIONAL M Q W E __•____7 ° 1 ___ II •• ••• • • j II\� — 1 II +i • • • • FOR GLASS TYPES, m • • REFER TO � • • • • •••• SHEETS 3 AND 4. D. I o 1 • ••• 3 B 61 24'MAX.TYP. O w • • 7 •p • • OPG.• L OPG. 2 1/2' AT HF1AD/SILL C3 • •f' • �T VENT WIDTH f" TYPICAL ELEVATION 4 (RANGE FRAME) o N cq •• ••• • MEOW WIDTH ••• ; WINDOW WIDTH N M • 41 to ••••EXTERIOR•• 1 1 MULTI POINT Loch OO 0:00•• Go** ••• j MAXIM MULTI POINT LOCK 11'INTERLOCK' � Z Z • • i t gY TRUTH, ALT.TO CAM LOCKS N •••• ; ALT.TO CAM LOCKS 01 11 N O-a JL 1 Vod MAX.WOW. LOCK M77S�F i I HEIGIRT POINTS POINTS �, I 42' 2 56• UL S � 3 �-1f 1 84" 474'84' Ay! z p 1, l�E-YANDOc n.cu MISSILE-IM SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS: USE CHARTS AS FOLLOWS. f NOTESFOR MULLION/MULTIPLE UNITS, REFER STEP 7 DETERMINE DEMON WINO LOAD REOUREMENT BASED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N.OA ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY — USING APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE(HVHZ). STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DEMON LOAD WOOD SUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER `'�YCIVIL PRODUCT REVISED N v CAPACITY OF DESIRED GLASS SIZE/TYPE. LOADS TO THE STRUCTURE. FLA.pE tl 70592 w c Tilying with tiro Florwo ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS.ANCHORS CAN. BuikingCot q STEP 3 USING CHART ON SHEET I SELECT ANCHOR OPTION Acm,. No ��J'GJ�2.S t^ X WITHSTEP RATING MORE THAN AGN LOAD SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.IN 4 2015 L DJD $ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE By STEP 4 IF ALUMINUM 13UCK SYSTEM IS USED USE CHART ON NOT PART OF THIS APPROVAL. *Sl p�,�IN dMWing no. SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. T98_'�QQ STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON—METAWC AND NON—COMPRESSIBLE. sheet T of 7 SHALL APPLY TO ENTIRE SYSTEM. WINDOW WIDTH � o . veNr wwTH ewt-1 t/2' GENERAL WINDOW SECTIONS D.L LEG OPG• C EQUAL G FRAM - WW -6 8'MAX.TYP. A HEAQ/SILL ERS IA � CORNERS pj gj �& i •••• OM 2 CAM LOCKS 4t 1 '- t=== i••••� •••• • •• a 3 9 2 LOCK POINTS = $^ om • • • • • x i ALL SIZES i 41 \ ii ii Q b • • z =>ti== -----7F=== SURFACE APPLIED •• • ••AgW € i \i; ----nFALSE MINTINS • AT D7PRCT ir7NDDiS ONLY : ; �y ii DPTIDNALtj a • • •••••• p ; ;;\\ II .�.. vy�� 80000 4 .^ rc'7 • • :• •••••• j 'i \\ o *0690 - ------ ----^----- O w • v • • - - B •• •• � 24"MAX.TYP. -- AT HEAD/SILL �'' �N •. •• — • •••••• TYPICAL FVATTON • •• (EQUAL LEG FRAME) s M e7� • • •• 03 •• ••• sA 7 • •• 3 • • • FOR GLASS 'TYPES. Z z T2 • 2 • t1L OPG .• REFER TO O.L OPG. 2 1/2' 0 3/4' • ••VENT WIDTH SHEETS 3 AND 4. WNT WIDTH 3/4' v a WINDOW WIDTH WINDOW WIDTH EXTERIOR MAXDA MULTI POINT LOCK98 MULTI POINT LOCK �+ DY'TRUTH' BY'INTERLOCK' 4 ALT.To CAM LOCKS ALT.TO CAM LOCKS 8 MAX.WOW. LOCK I MAX.WOW. LOCK o g j HEIGHT POINTS HEIGHT POINTS '" 3 6' 3 o I 84' 4 74' 4 d x NCO-!!..ox_ 6 N 3 ^�-,�^J Enyr.JAYAD AHHfD •� 3g3 2 L�IUU CML wR ply9'R8VISFD ilh*A o1 3 Fin PE. iossz ascanPfyinawtlhl6oflorWa \ CAN. se nmlal�ooae ^ © 619 Acci�ionlmEt�• t� � to � Z ay P Cbaaai drawing no. wss—�aa sheet 1. f 7 2.625 2 8/8. 2076 L757 .769 4,u o S b25 TIf 42 1A001.307 I 090 TMP.L87S Q e.623m F q 2215 2.485 ' L438 A80 NP. v L22E Q� N 13 CORNER KEY CORNER KEY O .060 THICK ST.STEEL O .062 THICK ALUMINUM O FLANGE FRAME Q VENT(5/16'LAM. CLASS) 2.075 L757 4 768 AX • V.TYP..... ... . 1.057 � 1675Ug �E . . • . . 720 •••••• • /ENT KORNER• • 2.465 2.715 L438 • • • • .080 TMP. •• ••• •••• •• •• Ib24 Z p ••6:00 •••••• i•000• 2 EQUAL LEG FRAME VENT (INSUL. LAM. GLASS) • ••• • 1 aS • ALL FRAME A1V•�IyQpRNERS Tt0BE•e e• Im PAR]'p QUANTITY DESCRIPTION MA7ER1" aAIQF./sUPPGER/RBaARX9 L7S7 O O 9FALFD WITH SILPRI�OR EQUN. p •• ••• •••• t CGI-373 4 FIANIiE FRAME 8063-TB OJOVQIX OR EQUIK c� � • • • •••••• to CGh397 4 EQUAL LEO FRWE 6063-T6 INDAUD(OR EQm. .090 TYP. q)_ cl •• ••• • 2 CCI-378 4 VENT(5/16'IAM.GLASS) 6083-TS INDALEX OR EQUW. L873 • •e•e•• 6 • •••• 28 CGI-381 4 VENT(INSUL{AL1.MAW) 8063-T8 1NDAIDI OR EQUIV. • e••• • 2C CO m 4 VENT(7/18'tw CLASS) 6063-T8 INIXAM OR EQUN. 720 g M •• ••• •••• ••• 3 CGI-375 4 OGEE GWlNO DEAD 6063-T5 INDALEX OR EOW. L438 Z Z i •••••• CGI-396 4 SOUARE GAZING READ 6063-TS INDALEX OR EQUIV. _�� 4 - 4 .060 TKCK CORNER KEY ALUMINUM- 4 5 - 6 .060 TWK CORNER KEY ST.STEEL- L347 V O 8 AP-425 AS READ. FR41E WEATHERS*MPPINc SCHLEGM APTUS © VENT (7/16' LAM. GLASS) 7 Q250-K-190 AS READ. VENT WEATHERSRBPPOJG =HIEGEL Q-LON 8 35--10-00-101 2/VENT 4 BAR HINGE.AT TOP AND BOTTOaSTEEL 11LI1iH,ATTACHED W/(8)pe x 3/8'SS SYS .754 B 24-13-00-202 2/VENT FACE MOUNT LOCK STEEL TRUTH,ATTACHED W/(2)to X 3/8"SYS rg rg 9A - 1/vENT MULTI POINT IDC. - TRS{ '353 A30 A 8 �Fh 9B - 1/VENT MULTI POINT LOCK - INTERLOCK / 10 - 2/VENT .110 THICK LOCK KEEPER,AT FRAME JAMB FACING LOCK STEEL CGI,ATTACHED W/(2)p10 X 3/8'SS SMS O T 11 1 OPERATOR(OPTIONAL) STEEL TRUTH,ATTACHED W/(2)IS X 3/8'SS SYS 3 .617 / I 11A 1 OPERATOR(OPTIONAL) STEEL INTERLOCK Q Go-375. OGEE GLAZING STOP • g 12 30178 1 OPERATOR TRACK STEEL l3 - 2/CORNER FRAME AND VENT ASSEMBLY SCREWS 1/0 X 1-1/4'SS 94 I a n • P d .BOB .830 0 0 n CraQ CGI-386: SQUARE GLAZING STOP $g , Nn VAD AHYAO i 2 FLA.PE C /70592 PRODUCT RGVISND Y Bu=-Plying de'Ih Wo PImWs y 2015 ACeG��i5-o5��.t48 FRAME CORNER By dmwing no. !MR JApwducl sheat 2 of 7 , f/8"ANN.CLASS 3/16•ANN.GLASS 3/16'HEAT STREN'0 CLASS U 075'Soaex CP With PET Core 075'SaNex CP With PET Core �� g By'Eastman Chwrkol Co.' By'Eastman Chemfcol Co.' 090"Saflex Clear And Color Glass 090•Safi-Clear And Color Glass 090'Safi"Clear And Color Glass INTERLAYER.SE BY'Eastman Chemical CO.' IMERIAYERS By'Eastman Chemical Co.' INTE1ilAYERS By'Eastman Chemical Go.' z � 3 090"Sutocite PVB .090"SentryGlas 090"SentryGlos F a 13y'K.,w America,Inc.' By'Kureroy America,Inc. By'Kuraray America,Inc.` .090•Butocite PVB .090`Butocite PVS 8y'Kuraroy Americo,Inc.' By'Kuraroy America,Inc.' 8 1/8'ANN.MASS By ANN.GLASS z 0.1 3/16"HEAT STREWO CLASS $�,t Igo SILICONE y N L$ I I I I 8 u A GE-1200 li .I SILICONE \ j j SILICONE V „{ DOW 995 GE-1200 GE-1200 DOW 899 I I DOW 995 1 I� DOW 995 j li I: DBW 899 I DOW 899 SQUARE BEADOPTI ALL GLTYPE A -,-( 5J 6" NOhANAIL • 7/18" NOMINAL 7/18" NOMINAL Z - •6WOS TYPE•'24• • •• GLASS TYPE '3' GLASS TYPE '6' S • VALUES OVOMPACT;UMSTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS i • •• • • NO SHUTTERS REOUIREO NO SHUTTERS REOURM NO ShVTOM REOUIRM REFER 1�SHEEIS 8 tIARU 7 i0fl I�fMIATION DETAaS REFER 70 SHEETS 6 THM 7 FOR I SMIATION MAILS RFFER 10 SHEETS S TM 7 FOR 11SVILVWN DUAILS -t • WINDOW Dom* GLASS TYPE'•'••449 TYPE•9' 1 CLASS TYPE'8' WINDOW DIMS. CLAM TYPE'E' GLASS TYPE'S' GLASS TYPE'8' WINDOW DIMS. GLASS TYPE 1E' GIA&9 TYPIt'0' 0[.089 TYPE 16' • 00•44IDU{ HEIS• (+) 1NT.JL-11 Vq. +)11NT.(-) EXT.{+) INT.(-) WIDTH HEIGHT IDR.(+) INT.(-) EXT.(+) INT.(-) EXr.(+) INT.(-) WIM HEIGHT EXT.(+) INT.(-) EXT.(+) tNT.(-) W.(+) 1NT.(-) Z •• 020• *0.0 t*3 110.0 195.0 110.0 195.0 20• 989 112.6 110.0 195.0 110.0 195.0 19-1/8• 110.0 195.0 110.0 195.0 11010 195.0 - n • • 24' ••• 110.0 1 • tItRO 195.0 110.0 185.0 24• 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2' 26• 110.0 195.0 110.0 195.0 110.0 195.0 OC In •• 0 28. 010.0 1380• 10.0 195.0 110.0 195.0 28' 76.7 83.3 110.0 120.0 110.0 120.0 37' 110.0 145.4 110.0 195.0 110.0 195.0 u� 0 Cj • •30• *see 10.0 179.5 119.0 195.0 110.0 195.0 30" �, 73.2 77.7 110.0 120.0 110.0 120.0 42• 110.0 12&1 110.0 795.0 110.0 195.0 r3 0 w • • :32. 110.0 121.4 10.0 195.0 110.0 195.0 32" 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8 110.0 190.6 110.0 195.0 110.0 195.0 38' 0 107.9 1e793• •N.0 195.0 110.0 195.0 36' � 110.0 120.0 110.0 120.0 25-1/2• X3/8, 110.0 137.5 110.0 195.0 110.0 195.0 •• Cj • •40• • • 97.1 7 1 .0 195.0 110.0 120.0 _42:j - - 60.0 60.0 60.0 LIRA 3T 98.5 98.5 110.0 1945 110.0 120.0 (A�P • 42' • • 4925 92.5 110.0 120.0 80.0 80.0 42' - - 60.0 60.0 60.0 60.0 42' 86.8 86.8 110.0 120.0 110.0 120.0 O N M • • • 20' 110.0 65 0.0 195.0 110.0 195.0 20' 86.7 86.7 110.0 195.0 11010 185.0 18-1/8" 110.0 1445 110.0 195.0 110.0 185.0 6 3 m 2,V •••• 110.0 13.8 1Y1.0 195.0 110.0 195.0 24" 73.4 73.4 110.0 120.0 110.0 120.0 26-1/2' -5/B� 99.7 104.3 110.0 195.0 110.0 195.0 3 0 C M 28' 000 110.0 178.9 ttaD 795.0 110.0 195.0 26' 84.2 84.2 110.0 120.0 110.0 120.0 37" 74.7 74.7 110.0 120.0 110.0 120.0 42' 110'0 111.0 110.0 195.0 110.0 195.0 30' 66• 60.6 60.6 110.0 120.0 110.0 120.0 42" 65.8 65.8 110.0 120.0 1104 120.0 32' 104.1 104.1 110.0 195.0 110.0 120.0 32" 57.5 575 110.0 120.0 110.0 120.0 19-1/8' 96.7 104.2 110.0 195.0 170.0 195.0 ter' 36' 925 82.5 110.0 120.0 110.0 120.0 36' - - 60.0 BOA 60.0 604 26-1/2" 83• 74.9 77.9 110.0 120.0 1t0.0 120. 0 40• 83.3 83.3 110.0 120.0 110.0 120.0 40" - 80.0 60.0 6010 80.0 37' 60.0 60.0 110.0 1'20.0 110.0 120.0 42' 79.3 79.3 110.0 120.0 60.0 60.0 20' 66.4 66.4 110.0 195.0 110.0 120.0 42' - - 60.0 60.0 60.0 80.0 20" 110.0 145.7 110.0 195.0 110.0 195.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8' 63.0 63.0 110.0 195.0 110.0 1204 S a 24' 110.0 121.4 110.0 185.0 110.0 195.0 28' 489 489 110.0 120.0 1117.0 120.0 26-1/2' 74-1/4' 48.6 46.6 110.0 120.0 110.0 120.0 28' 103.8 104.1 110.0 195.0 110.0 120.0 30' 72' 46.0 4610 110.0 120.0 110.0 12(1.0 37' - 599 58.8 589 58.8 H 30" 49' 97.1 97.1 110.0 195.0 110.0 120.0 3r 43.6 43.6 110.0 120.0 110.0 120.0 37' 77' - - 56.3 56.3 32' 91.1 91.1 110.0 120.0 110.0 120.0 36• - - 60.0 60.0 60.0 60.0 m gf 38' 80.9 6010 110.0 120.0 110.0 120.0 32' - - 60.0 60.0 80.0 60.0 �k LIMIT MAX.LOADS TO 171.0 PSF F� 76' WHEN MULTI POINT LOCK BY'INL7RLOCK' 88 40 - - IS USED 42' 69.4 69.4 110.0 120.0 60.0 eO.0 20' 52.0 52.0 110.0 120.0 110.0 120.0 a a n a m 20' 110.0 129.5 110.0 195.0 1 t0.0 195.0 24' 439 434 110.0 120.0 110.0 120.0 �K Tk SIZE 37"X 77"APPLICABLE TO FLANGE FRAMES ONLY c vry w o 24' 98.0 107.9 110.0 195.0. 110.0 195.0 28' 78" 38.1 36.1 110.0 120.0 110.0 120.0 SEE SHEET 1 .F, 28' 882 925 110.0 120.0 110.0 120.0 30' - 110.0 120.0 60.0 604 0c" a- �• 54' a4.4 86.3 110.0 120.0 110.0 1204 32" •• - 60.0 60.0 60.0 60.0 32' 80.9 60.9 110.0 120.0 110.0 120.0 20' 41.5 415 110.0 120.0 110.0 120.0 71 110.0 120.0 110.0 120.0 24• 34.9 349 110.0 120.0 110.0 120.0 En9r 3AB AHM9 A ORAL PRODUCT REVISED 84.8 Bb. 110.0 120.0 110.0 120.0 28' ae - - 110.0 120.0 54.5 565 FIA.PE 70592 n as colaplyiag with tlla FlorWe 42" 81.7 110.0 120.0 80.0 Sao 30' - - 51.2 51.2 51.2 51.2 Building Code 32' - 46.3 48.3 49.3 49.3 MMustee t>WJ•Ost2.tq 1$ NOTE: GLASS CAPACITIES ON THIS SHEET ARE NOTE: By draw ng rro. BASED ON ASTM E1300-09 (3 SEC. GUSTS) LOAD/AREA LIMITS O)� M O+akProaual W98-1 Q� " ""'A BUILDING COMMISSION FOR +110.0, -120.0 PSF 16.34 SQ. Fr. DECIARATORY STATEMENT DCA05-DEC-219 +110.0, -195.0 PSF 10.00 SQ. FT. sheet Sof 7 1/8'TEMP.GLASS 1/8'TEMP.GLASS AIR SPACE AIR SPACE 1/8'ANN.GLASS 1/8'TEMP.GLASS a�t 075'Sallex CP With PET Core .075'SaRex CP With PEr Core Z By'Eastman Chemical Co.' By'Eastman Chemical Co.' 090"Sallex Clear And Color Glass .090'Satlex Clear And Color Gloss ] INTERIAYERS By'Eastman Chemical Co.' It4TERlAYERS By'Eastman Chemical Co.' € n. 090'SentryGlos .090'SentryClos w g By'Kuraroy America, Inc: By'Kuraray Americo, Inc.' tl 090'Butucits PVB 090'Butacite PVB a p By'Kuraray Americo,Inc.' By'Kumroy America,Inc.' SQUARE BEAD 1/8'ANN.GLASS 1/8"TEMP.CUSS ONAL ALL GLASS TYPES SILICONE SILICONE • •• GE-1200 GE-12D0 DOV 995 IlOw 995 999 Q • • •• 000••• DOW 899 '...........' {�i� • •0•9EDGE XL EDGE SPACER .. '.`..01... p • ••T•.STEEL 8Y•CgRQIt • -. • SETTING BLACKS 5T. STEEL 6Y'CARDINOR' SETTING/LITE BLOCKS Q 1p OLTRASFAL BY tUANEX' • FPDM DURASEAL BY'00011". EMM L;1} 12 OR • • • DURDMETER 8815 OR DURDMETER 8515 SUPER SPACER BY'OIANEW 3/4" MIMTM SUPER SPACER BY'OUANEX' 3/4" INSULATED • •••• 69009 GLASS LIE;?p1' GLASS TYPE '3A' w • •:•• 0009 •00.00 Z 0 • P4RFORMANI't•VR f84DF IMPAC•RFSISTAUT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VAWES OF IMPACT RESISTANT WWOWS b C N • 9 0•• NO SUrrERS=1100 0 0 NO SHUTTERS RFAUM NO SHUTTERS REWJWEO b 0 0 REFER 10 6 THRU 7 FOR NSULLADON DRUGS REFER TO SHEETS S THRU 7 FOR MTIWATIDI DETAILS REFER TO SHEETS 5 THRU 7 FOR RISTALLATION DEARS 0 W WINDOW DINS. GLASS TYPE'2A' G TYPE'BA' WINDOW DIMS. GLASS TYPE'2A' OLA98 TYPE'9A' MOM DIMS. GIA99 TYPE'2A' GLASS TYPE'9A' Z O • •• WIDTH 59-(+) INP H!lA 4(+) -(-) WIDTH HECK EXT.(+) TNT.(-) FM.(+) 1NT.(-) 1MOTH HOGHT EXr.(+) I-(-)-(+) I-(-) � • 20' 009 110.0 I .3 OA 195.0 20' 98.8 112.6 110.0 195.0 19-1/8' 110.0 195.0 110.0 195.0 cN *foe 924' •0• 110.0 1A.9• 11.0 195.0 24' 85.8 95.4 110.0 120.0 26-1/2' 28, 110.0 203.0 110.0 195.0 to`n •3'-M 28' • 610.0 138 11 .0 195.0 28' 76.7 83.3 110.0 120.0 37' 110.0 145.4 110.0 195.0 0 M m �. oleo 110.0 129.5 110.0 195.0 39' �, 73.2 77.7 110.0 120.0 42' 110.0 12&1 110.0 195.0 Z Z ti 1. 110.0 121.4 110.0 195.0 32• 70.2 72.5 110.0 120.0 19-1/8^ 110.0 190.0 110.0 583.0 36• 107.9 107.9 110.0 195.0 36' 649 649 110.0 120.0 26-1/2• 38-3/8, 110.0 1375 110.0 195.0 1. 97.1 97.1 110.0 120.0 W. 60.0 80.0 - _ 37' 98.5 985 1 i 0.0 120.0 42' 928 92.5 110.0 120.0 42' 60.0 604 - - 42' 66.8 889 110.0 120.0 20' 110.0 1685 110.0 195.0 20' 8&7 86.7 110.0 1694 19-1/8' 1104 144.5 110.0 19&0 O 24' 110.0 1389 110.0 195.0 24' 73.4 73.4 110.0 120.0 26-1/2' 89.7 104.3 110.0 195.0 50-5/8' 28' 110.0 118.9 110.0 195.0 28' 642 64.2 110.0 120.0 37• 74.7 74.7 110.0 120.0 30. 42' 110.0 111.0 110.0 195.0 30' 68• 60.6 60.8 110.0 1182 42' 659 659 110.0 120.0 c 32' 104.1 104.1 110.0 120.0 32' 57.5 57.5 110.0 1122 19-1/8' 96.7 104.2 110.0 195.0 cR 36• 92.5 92.5 110.0 120.0 36^ BOA 60.0 - - 2e-1/2^ 70.9 n.9 110.0 120.0 °R 40• 83.3 83.3 110.0 120.0 40' 66.0 60.0 - - 37' 60.0 SOA 110.0 117.0 C c 42• 79.3 78.3 110.0 120.0 20' 66.4 6&4 110.0 120.0 42' 60.0 60.0 - - 0 20. 110.0 145.7 110.0 198.0 24• 56.1 86.1 109.3 109.3 /9-1/8• 63.0 634 110.0 120.0 W 24' 110.0 121.4 110.0 595.0 28' 72' 489 48.9 95.3 95.3 26-1 74-1/4' 46.6 28' 104.1 104.1 110.0 120.0 30' 484 48.0 899 89.8 37• 899 59.9 - - NOTE: 30• 48, [.11.4 97.1 110.0 120.0 32' 43.6 43.6 654 6s.0 37• 77' 58.3 56.3 - - GLASS CAPACITIES ON THIS SHEET ARE m 8-b4S8 32• 91.1 na.o 100.0 38' 60.0 eo.o - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) 's I 38' 80.9 110.0 120.0 32' 80.0 604 - - * UM1T MAX.LOADS TO 171.0 PSF AND FLORIDA BUILDING COMMISSION R 76' WHEN MULTI POINT LOCK BY'INETRLDGK' © DECLARATORY STATEMENT DCA05-DEC-219 0.o• 729 110.0 120.0 38' 60.0 80.0 - - IS USED 42^ 69.4 110.0 120.0 20' 52.0 52.0 101.3 101.3 20' 0 1295 1104 195.0 24' 439 439 85.4 834 *1k S17E 37'X 77•APPLICABLE TO FLANGE FRAMES ONLY Engr.JAVAD AHMAD78' SEE SHEET 1 CML PRODUCT REVISED24' 107.9 110.0 195.0 28' 38.1 38.1 74.3 74.3F1/1 PE 70592 es cmnldyia8 udUlr 1110 Plrhk28' 92.5 110.0 120.0 32• 800 80.0 -3D' 86.3 110.0 120.0 20' 415 41.5 809 809 rasion D01e �� 9 ''d 54' 32' 809 80.9 1104 120.0L�- 344 34.9 68.0 66.0 t� 367 719 71.9 110.0 120.0 54' S+.5 548 - - NOTE. 2�k1 BY Dale drawing no. 40.' 649 64A 110.0 120.0 512 512 - - LOAD/AREA LIMITS 1j1/g$- QQ 0.2' fi-- et.7 1100 120.0 483 48.3 - _ FOR +110.0, -120.0 PSF = 16.34 SO. FT. +110.0, -195.0 PSF = 10.00 S0. FT. sheet 4of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES �U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS �Y I SEE EZFOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS SEE SHEEP 6 FOR DESCRIPTION Z SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING ,I,� �+ SEE SHEEP 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION 1/TRUCTURES N v SEALANT SEALANT C h •. .a�• Q <<.S a 2 1/8' '.'a. .a v.z' a \Th 2 1/8' 1 B qj G • • oC.•��! ^ s•6' •• +vQ .• a ^ a.' a. . MIN. d � � 3�' 000:.0 o '1'MIIJ. 00• : < I"MIN \ y�ZVls •••••• 2-7�•iAM. • • • 2-1/2'MIN. a�j • •• INSTALLATION TYPE OI L•i WOOD BUCK TYPE '1' INSTALLATION 'TYPE '2WOOD BUCK TYPE '2' � •• ••• 0900 •• •• - PRESSURE TREATED ,MATER PRESSURE TREATED • • *s •• :•• ••••TYPI.A MIf9f I •TION DETAI TYPICAL INSTALLATION DETAIL ATTACHMENT TO Z M • ••• ONt ALL FOLW&99ES/USI,NG WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES 2 0000•• 0 0N �• ••• 0000 0 • 0 0000•0 1/6'MIN. •• *0* • •♦ • II�yA•NCHORS TYPICAL ANCHORS TYPICAL.ANCHORS z 4 • • • • TP TW FOR SPACING SEE ELEK FOR SPACING _ _ TYPICAL ELEV.ANCHORS SPACING � ��cV o SEE SHEET 6 FOR DESCRIPTION SLE SHEEP 6 FOR DESCRIPTIONSEEFOR • •••• • •• I T'�l I SEE SHEET 6 FOR DESCRIPTION •• ••• 0 ••0 • 1 3/8� it II QOM er1 t II II SEALANT ••• SEALANT -1 11 I1 z 11 I 1 O II I O` II II a Q'•.<d 27/8' ..•Q• aV 21/8' .. a BUATTACHMENT TO CK INSTALLATION BER Y OTHERS „ BUCK INSTALLATION BY OTHS 0 V MIN' I'�+• APPROVED MULLIONS Will INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' $$ $$ TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL •'ffi a ON ALL FOUR SIDEVUSING WOOD ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL m < 3/4'X 1'X 3/4'X 1/W En r JAYAD AHMAD 1 e o VIC LONG 9' CNIL PRODUCTRGVISED AT ANCHOR LOCATIONS RA.PE/ z.3, mcanPlywg�.ilhN*Florida e, CAN.X536 Budding Cod* Amphum No t$•0512 1�9 $ Lratual lite��(, WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN M BY Product drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER /ALT. ANCHOR LOCATION W98-100 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet 5of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDESI FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 8 TYPICAL ANCHORS m SEEELEV. FOR SPACING gg� SEE SHEET 6 FOR DESCRIPTIONol METAL 'te 3 TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES 4 • °' SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING 1/8'THK.MIN. O v SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION (((nnnl �O I I`�1 3/8• I Q r s�Qh+1 I I I t V 4Q 8 z $ a • •••• a •raiC I ''v.Q.�a•i� 21/6- t ''v.Z' d 21/8' v Q .p•cqt � •. v Q .`. v 3,' '. MIN. .... a •t•MIN. • • e 1-Atlt•L b.�E • 2-1/2'AN. i•i••i z—t/2'NW. INS7ATJ bbLTYPE_7�•••• WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' ••••• •••• $IA,:PRESSURE TREATED Z • • •••••• .yg7EQl�,e PRESSURE TREATED ......YPICAL J�IALL.ATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO ao • •• • OW ALL FOUR•9tBES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES G w • O cr • • • 1/8'MIN. $ •••• • •• SSS • • • • TYPICAL ANCHORS N N1$ ••POO* •••• TYPIC&ANCHORS _ _ SEE ELEV.FOR SPACING a M n • • •SEE ELEV�FORR SPACING SEE ELEV. FOR SPACING I F�'l 1 SEE SHEET 6 FOR DESCRIPTION il f�B'; $ •••• SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION I 1 I 1 Z 2l II IOC 1 3/8' 11 � II t — O II •p1 It I� -__ win 2 7/8' Q' 4 2 1/8' s31 N. a BUCK INSTALLATION BY OTHERS e v BUCK INSTALLATION BY OTHERS ATTACHMENT TO APPROVED MULLIONS INSTALLATION TYPE '3WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' R PRESSURE TREATED PRESSURE TREATED S s B g$ TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD •� CMM PRODUCTREVISED 3 FIA.PE l 7=2 as mmNYin6 with the Maida '+ 3 C.A.N. 36 wion Dole15-0512.q t{ AY drawing no. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN �. DadeProdue LOADS {MPOSEO IY GLAZING SYSTEM AND TRANSFERpis W98-100 THEM TO THE BUILDING STRUCTURE. sheet 5.1 of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTAUA77ON ANCHORS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS ANCHORS W/O$HIM CLIP ANCHORS 111TH SHRO CUP ANCHORS W/O SHEAR CLIP ANCHORS WITH SHt CLIP ANCHORS H 0 SHEAR CLIP ANCHORS RITN SHEAR CWP WNDOW DINS. AT 17"O.C. AT 10.O.C. AT 17"O.C. AT 10"0.C. WINDOW DIMS. AT 17'O.C. AT 10'O.C. AT 17'O.C. I AT 10"O.C. WINDOW DIMS. AT 17"O.C. AT 10"O.C. AT 17'O.C. AT 10"O.C. ,� VAOTH MGHT IXT.(+)/IMT.(-)D(L(+)/INE(-)EXT.(+)/fNT4-)EXr.(+)/4NT.(-) WIDTH MGM EXT.(+)/INT.(-)EXL(+)/INT.(-)I7(T.(+)/IM'.(-)EXE(+)/NI•(-) NDTH HEIGHT EXTA+)/INT.(-)W.(+)/INT EM.(+)/INT.(-)EXi.(+)/INT•(-) 4� 20' 195.0 195.0 154.8 195.0 32' 133.2 195.0 76.4 1222 19-1/8" 186.0 195.0 149.4 195.0 '4 24" 195.0 195.0 129.0 1720 36" 76 118.4 189.8 67.9 108.6 26-1/2" 26" 195.0 195.0 107.8 161.8 Q 28' 1928 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 37' 195-0 IS&O 77.2 115.9 Qn 30" 38' 18010 185.0 103.2 137.8 24" 173.1 195.0 99.2 158.8 19-1/8" 195.0 185.0 151.9 19&0 32" 1888 185.0 88.8 128.0 28' 78' 148.4 195.0 85.1 136.1 26-1/2' 38-3/8' 191.2 195.0 109.6 146.1 O 38' 150.0 185.0 8610 114.7 30" 138.5 195.0 79.4 127.0 37" 136.8 182.8 785 104.7 R V 40' 135.0 180.0 77.4 103.2 3Y 129.8 195.0 74.4 119.1 19-1/8' 195.0 195.0 1535 181.9 ti+ 42" 128.6 171.4 73.7 98.3 20' 195.0 195.0 132.7 195.0 26-1/2" 50-5/8' 18J.2 195.0 110.8 13&5 O�Q� g 20" 195.0 195.0 132.7 176.9 24" " []�195.0 t9&p 110.6 165.9 37' 138.4 173.0 78.3 992 0 cl 4 24' • •♦92.9 195.0 110.6 147A 25" 165.3 tS&O 94.6 1422 19-1/8' 195.0 195.0 123.3 195.0 Q • 28� •• �a 19&0 94.8 126A 32" 454.3 185.0 a" 132.7 26-1/2" 155.3 195.0 89.6 155.8 0 •�- 134.3 •7 88.8 117.9 37' �- 1112 1945 63.8 111.6 Z • 32� 4 • 14.6 992.9 • 828 110.6 42' 98.0 171.4 56.2 98.3 z ,� • •38'• • Iwo 171A 73.7 95.3 19-1/8' 193.0 1851 430.8 19&0 0l eeelll 40" 115.7 •14.3 0 66.3 80.5 26-1/2" 74-1/4" 184.7 185.0 94.4 151.1 C� • 4Y 1102 63.2 84.2 37" 1175 188.6 67.6 108.7 s a lbs •• ••193.0 R9E.D•• 154.8 193.6 _ m •mb • A 129.0 161.3 Z • ��8� t92.9 195.0 110.6 138.2 30' 40• A 1032 129.0 V 2• • 186.8 MSS•• 96.8 120.9 I- • 0 W •7�rr 'TYPICAL ANCHORS: SEE ELEV.FOR SPACIND • 36j 180.0 t 7 86.0 107.5 *:400 1• • 135.0 1 p.6 77.4 96.8 Ile DIA. KWIK-CON H BY 'HILT'(FO=163 KSL F7>157 KSI) 424 12.8.6 •• 73.7 92.1 I 1/4" DIA. ULTRACON BY 'E r11' (FV-1177 K9,FY-155 KSQ o • 20" • ••195.0 • 195+}• 137.6 19&0 I N •• •d4i • 195.0 • 193.0 • 114.7 1720 INTO 28Y W000 BUCKS OR WOOD STRUCTURES p3 a rl 1-1/2" MIN. PENETRATION INTO WOOD O `er�1 28' 0 1M7.4 19&D 98.3 147.4 ,0 1" 54'• •960.0 195.0 91.7 tsz6 THRU IBY BUCKS INTO CONC. OR MASONRY o 32" 150.0 195.0 68.0 129.0 1-1/4' MIN. EMBED INTO CON.. OR MASONRY ogg 36' 133.3 195.0 76.4 114.7 (9 O d DIRECTLY INTO CONC. OR MASONRY U 40" 120.0 1811.4 65.6 103.2 � I 1-1/4" MIN. EMBED IMO CONC. OR MASONRY 42' 114.3 i7L4 85.8 98.3 20' 195.0 195.0 123.8 185.8 (GRADE 2 CRS) 24' 180.0 195.0 1032 154.8 1 1 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') 28" 1541 195.0 RBS 132.7 INTO METAL STRUCTURES 30' 144.0 19&D 82.6 123.8 m ANCHOILS�(/O SN/ EAR CL.7P ANCHORS W1TII SHEAR CLQ STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) c0 H s� 32' tss-0 19s o 77.4 Ile 1 ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) 36' t2o-0 180.0 68.6 103.2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 40' tos o 1820 61.9 92.8 42' I 1029 154.3 5910 86.5 TYPICAL EDGE DISTANCE 4 NT@ e0I4EREAN = - . 26." 195.0 19&o 117.3 164.2 IMO WOOD STRUCTURE = 1" MIN. „H 28" 175.3 195.0 100.5 140.7 INTO METAL STRUCTURE - 3/4" MIN. o all g gg �Sg88 30" 66" 183.8 195.0 935 131.3 CONCRETE AT HEAD, SILL OR JAMBS 1'c- 3000 PSI MIN. 32" 156.4 195.9 6810 123.1 36' 138.4 190.5 782 109.5 1 C-90 HOLLOW/FILLED BLOCK AT JAMBS rm a 2000 PSI MIN. 40' 122.7 171.8 70.4 98.5 20' 795.0 195.0 129.0 ISMS Enor.JAVAD AHMAD CIVIL24" 1875 195.0 107.5 150.5 FIA 70392 PRODuCr RrVISHD `r Da comPl 28" 72" 160.7 195.0 921 129.0 CAN. OaildinC�f Florida 30" 150.0 19&0 66.0 120.4 Ac ?40 -O IGl yT� 32" 140.0 195.0 60.6 112.9 A 15 E•�Pi1>µ �e / I$' v 36" 125.0 175.0 71.7 100.3 H mi mi dNwing n0. 6.r coatrel W98-100 sheet hof 7 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS 4 OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK INSTALLATION ANCHORS INSTALIA71ON ANCHORS INSTALLATION ANCHORS � CABLE y W �'AC�OWER� WINDOW DIMS. Numm DIMS. TMDOE DINS. .L m WIDTH HEIGHTIXT.(+) INT.(-) WIDTH HEIGHT F�(T.(+) IMT.(-) mD1H How EXP.(+) tNT.(-) h �d 20' 110.0 IS&D 20' 705.8 120.0 19-1/8' 110.0 195.0 24' 110.0 195.0 24' 909 120.0 26-1/2' 110.0 195.0 28' 110.0 18&5 28• 76, 80.5 1103 3T 28• 110.0 184.2 A 30' �, 110.0 1824 30• 7&3 104.7 42' 110.0 152.4 6Y. 32' 110.0 1795 3Y 80.0 60.0 19-1/8' 110.0 195.0 O 36• 110.0 1773 36' 60.0 50.0 26-1/2' 410.0 172.6 Q n 38-3/8' 40' 105.8 146.1 20• 1027 12..0 37' 110.0 158.3 O p�pr4� ppp 42' 97.0 120.0 24' 8&2 120.0 42' 95.7 120.0 Q 2D' 110.0 179.5 28' 78' 779 120.0 19-1/8' 110.0 1954 ey n •24' j 1 159.8 30' 739 1013 26-1/Y 50-3/8' 110.0 154.7 ! I 3 i �i • •6•.e t ae5• am so.o 60.0 37• aa4 t zo.o 1 1 M • 33a201 42" 103. 141.8 20'• 110.0 120.0 42• 899 120.0 • •s• w 4m'0 138.1 24' 97.0 120.0 19-1/8' 1093 149.9 1 I a b kl 38° 97-r t20.0 • 28•* 84' 85.5 117.3 26-1/2' 845 116.2 1 f O 40• 95.2 120.0• •O w 60.0 60.0 37' 83' 679 93.1 1I • • 0 120.0 327- 60.0 60.0 42' 60.0 60.0 1bn AT4 SMS AT 8'FROM ENDS mi V • 110.0 195.0• • 19-1/8' 110.0 154.8 17'O.C.MAX AT JAMBS V •�! • •••• 24'00 C. MAX AT HEAD/SILL Z .I • •24 0 177 28-1/2" 74-t/4' 86.4 1188 'n-�n1r #14 a6 • •• ws 110,• 160.9 ••• 37' 60.0 60A L�..{ULJ 0 AT 8"FROM ENDS N • 3[i Q 554 • 19-1/8' 109.6 120.0 Ian((}j��.{((U��LJJJJ ��j(((��J 17'O.C.MAX.AT JAMBS �" w• • • 49'• ••• , 24'O.C.MAX.AT HEAD/SILL V • t 109.1 120.0 26-1/2' 76' 844 115.2 36 103.6 120. :•w• 37' 60.0 60.0 t4b I H 1 j • • : w9B.$ 120A •••• 19-1/6- 1083 120.0 rg N 42' 120.111, •• 28-1/2' 7Y 82.7 113.4-1 .1, .� o n_1 •• •�0!' 110.0 174.♦r • • 37- 80.0 80A y N 24' •• 1 0 182.0 • 2B' • •M.6 120.0 Z 30' 955 120.0 s4.• '' - < O--r AS 32" 01.9 120.0 y .a'., .r, -4 < �_O 38' 8&2 7182 e . - a t �TYPiCAL ANCHORS TYPE'A'OR'B' TIPICAI.ANCHORS TYPE•C• U 40' 82.2 112.7 AT 8•FROM EMS AND AT 6'FROM ENDS AND O 42' 80.8 1105 2 1/2'�!. 17"O.C.MAX.AT"BS 17'O.C.MAX AT JAMBS 20' 110.0 110.2 E0 Off• 17. AT WADISILL 1'69N. 24.O.C.KW.AT READ/SILL 24' 97.0 133.0 .INSTALLATION TYPE '5' INSTALLATION TYPE '6' $t 28' 86A 119.0 TYPICAL ANCHORS' SEE ELEV. FOR SPACING 29Y WOOD BUCK OR WOOD STRUCTURES82.8 ci or 60' 7794 108. CO 58 A- 1/4' DIA KWIK- N II BY 'HILTI'(Fu-163 KSI,FY-157 KSI) TYPICAL INSTALLATION DETAIL c k� 1. 36' 73.9 1.3 DIRECTLY INTO CONC. OR MASONRY v bo' 60.0 60.0 1-1/4' MIN. EMBED INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK_SYSTE604 M g$ (Fu-177 KSI,Fy-155 KSI 20' 110.0 171.0 1 DIRECTLY INTO CONC. OR FILLED BLOCK 2500 24' 107.8 1204 •845 1-1/4' MIN. EMBED INTO CONCRETE ,065 28' 95.9 1204 845 IFF^-^•' s 3.' 6s' 913 120.0 2-1/4° MIN. EMBED INTO GROUT FILLED BLOCKS ,065 �I r 32' 97.3 119.7 C - 014 SMS (GRADE 2 CRS) I. y.1zs 38' 60.0 60'0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 582 •e 40' 80.0 60.0 1.438 Egr:JAYAD AHYAD PRODUCT tiEY1S@D r o 1-1/2° MIN. PENETRATION INTO WOOD cm± q 20" 110.0 154.5 1125 .903 M PE&47So8= r<+:omPlyiaE �°Flatida 24' 97.0 120.0 TYPICAL EDGE DISTANCE �'"'"' A !S-oS12.(q B k ' 28' 72, 66.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2' MIN. ALUMINUM BUCK OPTIONAL COVER 30• et.7 1121. INTO WOOD STRUCTURE = 1" MIN. 6063-Te 6063-TB 8 B7 drawing no. 32• 77.9 108.9 CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. 36• 6.4 �.0 wss-�oa G-90 HOLLOW/FILLEO BLOCK AT JAMBS f'm = 2000 PSI MIN. sheet 7 of 7 i L,,5) M IAM I•DADE 0.. MIAMI-DADE COUNTY , = P 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.miamldade.goy/economy CGI Windows&Doors 10100 NW 251s 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 High Velocity Hurricane Zone, DESCRIPTION: Series"Sentinel 130"Aluminum.Fixed Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W10-02,titled"Series Sentinel 130 Alum Fixed Window (L.M.I.)(S.M.L)",sheets 1, 1.1,2,3,4,5 and 6 of 6,dated 01/30/10,with revision F dated 04/10/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising.literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A.aopy.of,this. rnti;e NOA shall be provided to the user by the manufacturer or its distributors and shall be a4ai?ab 441 inspection at the job site at the request of the Building Official. This NOA revise4rd rg:gew� ib #490731.05 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. 000 ... . 090 ... . . 11 • NOA No. 15-0413.03 .. MIAMI r1ADE Co 'Y: :. ' Expiration Date: September 22,2020 Approval Date: June 25,2015 Page 1 . CGI Windows &Doors .NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED A. DRAWINGS I. • Manufacturer's die drawings and sections. 2. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.),sheets 1, 1.1,2, 3,4,5 and 6 of 6,dated 01/30/10,with revision F,dated 1 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203794 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(W insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC,dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up'drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory, LLC, Test Report No. H'I1.1-.0Q$Q-8103-t0, dated 03/30/10,signed and sealed by Vinu J.Abraham,P.E. (St11im(tte81Jw f e!JYO.,4:Y*.1©-11510.13) •so 000 . • . . • • 0. wawwi2 I qo�R 0 00 'Y . ... . ... . . Manuel z,P.E. ' • • • • Produet Cont 1 amine; . . . . . . . . . . ' ' • •• NOA N . -0413.03 i . .. . . .. . . . ' •• Expiration Date: September 22,2020 Approval Date: June 25,2015 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont SentryGlasO 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 Interlayers"dated 0619/14, expiring on 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 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-Faroog 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 by Vinu J. Abraham,P.E. (Submitted tinder NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section,dated 12/16/14,signed by Jaime Gascon,P.E., Supervisor,Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and exit ing o¢ • • . . . •• ... .. . . . •.• . ••• . ••• Manuel Per .E. ' ' ' ' • • • • • • Product Control E m' er • • • • • • • . • • ' ' ' • • • •• • • NOA No.15-0 3.03 . .. • . .. . . • ' 096 • Expiration Date: September 22,2020 Approval Date: .lune 25,2415 •.• . . • . •.. . . E-2 . . . . . • • • . • • .• .• . • • •. •• ..• . . . .•• . 0 - 49' 48• u g FHaNCE WIDTH BUCK WIDTH FLANGE WIDTH GS D.L OPG. yl D.L.OPG, TYPICAL ELEVATIONS 0 'OL OPG. 3 V MAX. AsHHORT�Ers �1r, Al T8•�x 'e• � CORNERS SIDES m O C!/p� m� ANCHOR SPACING SHOWN HEREIN APPLICABLE R shpt v TO FLANGE AND FLUSH FRAMES. o SEE SHEET 1.1 FOR FIN FRAMES. d m a Y •I I 11 11 I I tD $ 11 II Q • •• ••• 11 11 II 11 fl II 11 •II •• 0 I I II II 11 nD • • • 11 •K• • Ct n u u n • • C •11 _- • B 11 u u � 3 •• :•EL= ___ -_-JL-----1L.--- _ 1L--- Be n rr --n------rr--- __ __ 48" 46" Af U . etttnc WIDTH BUCK WIDTH BUCK WIDTH TYPICAL ELEVATIONS D.L.OPG. D.L.OPG. ti D.L OPG. _ 8"MAX. 18"MAX. Ty, B• zd RNA SIDES 1O Sy c>' SSYn"�O S/p'�D �Q � d It G37 -I_ ISI. ��+y yI T II II II 11 io ZT 11 11 O 4 Q G • •II II II 11 II II ��ie • • ••. II •11 .. 11 II II II � ; • • •• 11 •II• • 11 II 11 11 • 11 It• •11 II 11 II II ••ss-�yL��__�___• ==i1L=====1rr=== ===ti=___err=_= 9B' 4, of.r • • •• •u • u • u u BUCK WIDTH • • ti %ii�ti••i tt �� • •mw �� ••_!•••_i-Jtt1tL1i--__-!'�-�•_a • • ' p"p� -IIiTIi _!/�c_.iiiit ' tt l D.I.OPG. • _ � JL__ �L JL T-�•' w o�• ••• • oil E itt•t Ir it •••: ••• •••••••••is•_u1uI11i1----_-_�•�•uIIjII�II••••••• m�f3 CORN-EI RS �n1 I• -tl f• ntlnn =-�=-b__ It ii n •• •• • tI"lI _p VQZ"7 N N FALSE MUNINS (SUFACY MAX. 8M16"MAX. OPTONASTRAIGHT HEAD/SILNMly mitgiMdI Z�i SIDES CORNERS SIDES SIDES 3'00 0 FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES a �mgjo d 0 4 Enfr:JAVAD AHMAD PRODTICTREVLSBD a CIYn. 'cwnplytaa wild Um Flaft 1 FLA, N �e&CAN AccI ¢�,, Ex! [eiion Dale Inv $ ' By ndePmdact drawing no. W10-02 sheat'1.1of g DESIGN LOAD CAPALTfY-PSF DESIGN LOAD CAPACITY-PSP W 4 u I FLANGE DIMS. DUCE DIVAS. I GUSS TYPES'C'&'Cl'MASS TYPES'D'&bl' FLANGE DIMS. SUCK DINS. CIASS TYPES'C'&'Cf'aim TYPES'D'&b!' WIDTH(w)UN6TH(L)WIDTH(W)LBNOTH(L) -.(+) 1-(-) EKT.(+) 1NT.(-) WIDTH LENOTH(U WIDTH(t)LENGTH(L) W.(+) INT.(-) EXT.(+) ' IN14-) 24" 2r BOA 80.0 $0.0 80.0 24' 2r EGA, 80.0 s0.o BOA 30• 28' EGA 80.0 EGA 80.0 30• lie zs' 113• EGA 80.0 80.0 80.0 L 36• 35' 80A a" EGA 80.0 38' 35• 73.0 7&0 80.0 80.0 42' 3E• 41' 35• EGA 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 80.0 80.0 80.0 54 sr 80.0 80.0 EGA 80.0 30' fz0" �� Its' 80.0 80.0 30.0 80.0 60" 59• 3oA 80.0 Bao EGA 36• 35• 72.4 72.4 EGA $0.0 Gr So' 80.0 8" 804 $0.0 39' 36' 85.9 a5.9 80.0 80.0 24' 23' 804 80.0 80.0 80.0 24' 23' 80.0 80.0 80.0 00.0 1I.. WIDTH AND LENGTH DIMENSIONS CAN BE OHIENIEO 40 30• : •d' 80.0 80.0 80.0 30.0 121' �• 520' 80'0 80.0 80.0 EGA VERTICALLY OR 140MZONTALLY AS SHOWN ASOVE. • 366 • • • .0 80.0 80.0 80.0 38' 35' 72.3 72.3 80.0 804 TC g •!2• 48. at` 416 • 704? 70.2 80.0 80.0 s9' 38• 85A 65.3 80.0 80.0 :J a 48t •• ••4'r • 61!3 61.3 80.0 80.0 • • • SY • ew 61.3 604 60.0 SUCK DIMS C Tr- 60" ••• 01.3 80.0 EGA •• GI" 60• $1.3 61.3 80.0 80.0 DEMON]AAD CAPACITY-PEP 24" • 21' ••• 10 EGA Bao 80.0 RANGE DIMS. BUCK DIMS. GLASS TYPES'C'&'CI'GLASS TYPES'D'&'Df' FLANGE FRAME ^• •• to 000029- *00 4Bw 80.0 80.0 80.0 IYmTH(1)LeNGTH(L)WIDTH(W)LENGTH(L) EXT.(+) 1Nr.(-) EKL(+) INT.(-) � FUWGE DIMS g • ••V �� •• SOA 00A SOA 80.0 18-1/8' 18-1/8" 80.0 BOA 80.0 BOA I �3 • •a40 �.••••1. �. 7ei2 70.2 80.0 80.0 28-1/r 25-1/2• 80.0 BOA 80.0 80.0 Z to •• • • 4'' •• %1.3 61.3 80.0 80.0 3Y 26" 36' 2r EGA 80.0 80.0 804 BUCK DIMS S m • 5P • Sr *00 4W 54.3 72.5 72.5 48' 47' 804 80.0 Bao 80.0 O •• • • •S8' ••i 4e s ae a 65.1 65.1 s3-t/s• 52-1/9• eo.o 80.0 30.0 BOA p P • 61" • • 1. A 48.6 95.1 65.1 GI" GO' 80.0 ao.0 80.0 80.0 Et • 24' so 23• • •804 80.0 80.0 80.0 19-1/8' 18-1/0' 80.0 60A SDA 80.0 X1`7 • • EGUAL LEG FRAME yf ^$ •• ••30• •• •29• • A 80.0 60.0 80.0 26-1/2• 25-1/2' eo.0 60.0 80.0 80.0 3 N r�11 36' • SS' 80.0 80.0 80.0 80.0 3Y 36" 80.0 80.0 80.0 80.0 42• 72. 41" 71• 702 70.2 EGA 80.0 48' 47" 77.1 77.1 BOA 80.0 BUCK 0065 Z Z� 48• 47' 61.3 61.3 80.0 EGA 83-1/8' 82-1/8' 77.1 77.1 80.0 80.0 3C p 54' S3' 54.3 54.3 72.5 725 61' 60' 77.1 77.1 30.0 80.0 60• 59' 43.E 48.E 65.0 $4.t 18-1/8' 58-1/8' 80.0 00.0 80.0 E80.0 GA (Oj 61• GO' 48.0 a8.0 94.0 84A 28-1 2' 25-1/2' 80.0 80.0 60.0 80.0 22r O / FIN FRAMEza• 8 BOA 80.0 60A 80.0 30' 29' 80.0 80.0 80.0 80.0 48' 47- 49-5/B' 61.3 61.3 80.0 80.0 36' 35' 782 78.2 80.0 80.0 53-1/8' 32-1/8' 1 58.0 8=K DIMS 86.0 77.4 77.4 �g 42' 41' �. 70.0 70.0 80.0 80.0 61' 60' 8&0 68.0 77.4 77.4 G 48' 4Y 81.3 61.3 80.0 80.0 76--1/4" 74-1/4' 58.0 58.0 77.4 77.4 .� 54' 53' 54.3 54.3 72.5 725 93-3/4• 92-3/4' 53.0 1 584 765 76.5 .FLANGE ADAPTOR FRAME 56' S5' 524 52.4 696 NA 18-1/6• 18-1/3' 80.0 80.0 80.0 60.0 @ 24" 23` 00.0 80.0 EGA EGA 26-1/2` 25-1/2' 80.0 81.0 80.0 80.0 FLANGE DIMS --.I • z i 30' 29' 80.0 8a0 00.0 SOA 37' �, 3G' �. 80.0 80.0 80.0 80.0 36' 97' 35" 96' 75.6 75.8 80.0 80.0 48' 47' 81.3 61.3 80.0 80.0 42• a1• 65.2 652 BOA 80.0 ss-1/s` 52-1/E• SSa 55.3 73.7 7a7 NOTE: • o c o r 4a' 4Y ms so.s eoo 80.0 st' 60' 484 48.0 04.0 640 GLASS CAPACITIES ON THIS SHEET ARE as' 4E' 59.6 59.6 80.0 80.0 75-1/4' 74-1/4• 465 46.5 61.9 61.9 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 1• 23• 80.0 BOA SMO 80.0 19-1/8• 18-1/8• 804 80.0 80.0 80.0 AND FLORIDA BUILDING COMMISSION o 30" 29• 80.0 am Bao EGA 26-1/2• 25-1/2• ao.0 eoA So, 30A DECLARATORY STATEMENT DCA05-DEC-219 36' 102' 35' 101' 746 74.6 EGA 60.0 37' 38' 78.9 78.9 EGA mo JWA0 AH11AO PRODUCCREVISIM �1 42' 41' 65.7 65.7 80.0 80.0 48" �• 4Y 75' 81.3 81.3 80.0 80.0 CPILL es FLA.PE f 7,0e592 cmnoy g with Ua Pb" c 45' 45' 59.3 59.3 80.0 80.0 53-1/8' 52-1/8' 55.3 55.3 73.7 73.7 '""" Aat � a � �. 24' 23' 80.0 80.0 Bao Bao 61' 60' 48.0 48.0 G4.0 64A Dato .� 30" 29" 80.0 80.0 80.0 80.0 t1Y 36' 10E' 35' 107' 735 73A 80.0 80.0 ANCHOR SPACING TD BE AS PER SHEETS 1 & 1.1 4 015 m ade Pmd- w drawing no. 42" 41' 624 624 8D.0 eo.o [W10-02] 44' 43' 59.1 59.1 80.0 1 90.0 sheet 2 of g 3/18'ANN.GLASS 3/16'HEAT STREN'D GLASS �Uy 075'Interloyer 075'Intortor Soflex CP With PET Core Sanex CP With PET Core a 6� y Eastman Chemical Co.' By'Eastman ChembW Co.' ' OR' OR kw, 090'lnterbyer Saftex Clear Amt Color Glass Sofbx Clear And Cobr Cbse I By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR d o 080"Interlayer .090'Interlayer DuPont SenttyGloo DuPont SentryGiae BR'E.I.DuPont Do Nemours&Co., Inc.' EJ.DuPont De Nemours&Co..Ino.' 8 O 090"Interlayer 080'Intarlayar V OuPont Butodte P, DUPoM ButaNle PJB By'EJ.DuPont De Nemours&Co..Inc.' By'EJ.DuPont De Nemours&Co.. Inc.' Ay • 3/18'HEAT STREN'D GLASS 3/16'HEAT STREWD GLASS �j 3 • • a •••. s •••,'!!• SILICONE .j:1 SILICONE '� f •••>f. 1 ji j GE 1200 'a 1 ij I GE 1200 •••••• f3 • DOW CORNING 899 \ F3 DOW CORNING 899 • • n • ii ii n iii • :• DOW CORNING 995 DOW CORNING 995 j i•i � • j.I. •• ••• ••♦ !1!1 N • • ••• ••••• a ai 3 • • o o ••• •a .• i ...... 1. POINTS ON UTES M3 AT 1/4 POINTS ON LITES • • . . OER WIDER THAN 36' • • • •4134my dNPE 'C' GLASS TYPE 'D' p w •• ••• • •• 7l1�9 9FL LAM,GLASS 7/1C OVERALL.IAN.GLASS • • • • • (L M.I. & S.M.I.) N •• ••• 3/118'ANY.GLASS 3/18'HEAT STREN'D GLASS (Jl u�i N • • • 075'Interbyer 075'Interlayer d O ai •••• Saflex CP With PET Core Sanex CP With PET Core 13 3:j a By'Eastman Chemical CO.' BR'Eastrnan Chemical CO.' OR 090'IMerbyer 090'Ird or o-' Son"Clear Aid CWar Glass S�oflex Cbor And Color pass 3/8'AIR SPACE OAR'Eastman Chemical Co.' 3/8'AIR SPACE OR 'Eastman Chemical Co.' U�- .090"Interlayer .090'Interbyer o DuPont SentryGlas DuPont SentryGlae a SILICONE 3/16'HEAT STREWD GLASSEJ.DuPont De Nemours&Co.,Me.' By T.I.DuPont De Nemouw&Co„Inc.' O /-DOW CORNING 899 OR GE 1200 gByy 2! DOW CORNING 995 03t' 080'Interlayer 3/16'HEAT STREN'D GLASS 090'Interbyer DuPont Butocite PVB DuPont Butocite PVB •i I:1 By To 'EI.DuPont De Nemours&Co„ Inc.' 61''EI.DuPont Do Nemours&Co.,Inc.' n �i ij ii p+a e 3/18'HEAT STREWD GLASS 3/18"HEAT STREN'D GLASS M4 !i •i!i 3 i ij!j o is ol SILICONE SILICONE GE 1200 GE 1200 SILICONE DOW CORNING 899 DOW CORNING 8991200 <y DOW CORNING 995 \$ jI:i DOW CORNING 995 0% '.r Tj N7 ij ij!i ? tai N7 Ij ij Ii DOW CORNING 898 n ii i!!i n i1 11!! DOW CORNING 995 m v a^o E XL EDGE SPACER XL EDGE SPACER j! 1!i! 1! I!it 1 1:I ST. STEEL BY it 1 1: ST.STEEL BY'CARDINAL' c E4 ii i ! OR E4 ii i•I OR OPTIONAL GLAZING DETAIL DURASEAL BY'OUANEW DURASEAL BY'QUANEW GLASS TYPES 'Cl' & 'D1' OR OR p SUPER SPACER BY'QUANEW p SUPER SPACER BY'QUANEW Engr:JAYAD AIIIIA&D T a CML PIiDbCfGF REVISED � FM.PE IF 70592 as complying wild the Pintids o ' F M3 AT 1/4 NTS ALL SIZES F M5 AT 1/4 PO NTS ALL SIZES CARa20 dnildiuB Cods C ' Aceeplmce GLASS TYPE 'Cl' GLASS TYPE 'D1' Bx'refionDete $ 1.OVERALL INSUL LAM.GLASS (L.M.I. ONLY) 1'OVERALL INSUL LAM.GLASS r Wase uctcml 9 no. dwin MAY in W10-02 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'CT&'D1'MUST BE TEMPERED. sheat 3 of g TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS fe - 3000 PSI MIN. �• TYPICAL INSTALLATION DETAILS INTO CONCRETE AND MASONRY- 2-1/2• MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Vm - 2000 PSI MIN. THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRUCTURE = 1' MIN. d INTO METAL STRUCTURE - 3/4° MIN. 3 INSTALLATION DETAILS THRU 1X UWALLATKION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY WTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS 0. FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4•W. FLANGE SEE ELEV. SHM F 25Y WOOD 13UCK FOR SPACING ry pC jje33 �! !I METAL Z K E3 �i Ij WOOD SEE ELEV. o S 6 Q N2 FOR SPACING v,:° M2 TYPICAL ANCHORS 4T • © • 'I J O ,.o SEE ELEV. FOR SPACINGi tai• E1 • I • • v tT— Ell • • 1 1-1�4 • o' __ - moi • • •t••• S2 NIL. N ••••• os•' •• .; '.•�•••� ... ij 11 ,R � � .`Z.'. • ° Ty°piCAL•MMICCNORS II 11 N2 0 J • ••• ' P.. • '�,}. I SES LLLVV M • • Fpp E3 • •t• ° iltY • ••••SPACING jj Ij WAD •••t• • • o o.'. Et E3 � • • • • •••• • • • •t•••• _ Gw •• ••• • •• ••itt• 1/SHIMS • EQUAL LEQ ••• •• EQUAL LEG EQUAL LEG Ez EQUAL LEG 3 J N •• too* • • 2BY WOOD SUCK ,.o � NETAL 3`•N M g 1 Ea• •• i A 1 GWOW STRUCTURE C o. .. STRUCTURE TYPICAL ANCHORS ZCC 3;: y� j�Ij M2 - SEE ELEV. FOR SPACING S�- M3 11 j S221 C7Os� \� tlj]!_ • _ _ V M � M3 0. O TYPICAL E2 ° N3 S2 SE EUV. ' �t oy II I I FOR SPACING jl 11 N2 \ ^. p TYPICAL AK'CHORS E3 Ij Ij TYPICAL ANCHORS I' SEE ELACI II II SEE El". FOR SPACING FOR SPACING MOOD BUCK $� $ WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW, o o a H o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o u o W 4 TYPICAL ANCHORS: SEE ELEV.FOR SPACING #14 SMS OR SELF DRILLING SCREWS (GRATE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 14° DIA. TAPC N BY YTW(Fw120 KSI,Fy-92 KSI) INTO METAL STRUCTURES o ],/4° DIA. ULTRACON BY 'ELCO' (Fu-177 KSL Fy-18S KSI) �E- 12 GA MIN. (Fy 36 KSI MIN.) F�� NMAD a ALUMINUM ; 1/8"THK. MIN. (6063-TS MIN.) COAL PRODU6TREVISM v INTO 28Y WOOD BUCKS OR WOOD STRUCTURES FIA.PE 70392 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �Coviply�e` 1U1B 1-1/2' MIN. PENETRATION INTO WOOD ylaft CAM 3O 'A M""82 do a«eptance THRU 1BY BUCKS INTO CONC. OR MASONRY ,#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) R" � D818 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' x+ droving no. DIRECTLY INTO CONC. OR MASONRY (NO SHIM SPACE) MAYall W10-02 1-1/4" MIN. EMBED INTO CONC. OR MASONRY sheet 4 of 6 TYPICAL INSTALLATION DETAILS Y,IV ' THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o_ INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THREE 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL S WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS $ FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 8 SEESTYPT ALAN�RS - 1/a•MAX. V M 2aY WOBUCK FOR SPACING SHINS OD li It OR MEIAI. rC_ '�' WOOD SIRUCfURE TYPICAL ANCHORS 'o STRUCTIRE �Qr� • E3 • it�IM2 EE• • FOR SPACING °•°. TYPICAL''•. M2 SEE ELEV.CHORS (I�' • •••• 7 I ,� ,.o FOR SPACING p • ••• E2 • • I EG •••••• ••• •• •• 1MM.4• aatttt •• ORS •9': I •' ��L,E�yy i r 0• ••• ° 1gy• • • NO •jQ�SPACdO Uj • •M'DOD SICK • v " 5�i2. 0 La •• 0 La ••• • •• •••••• 1/4•MAX. BUCK HEIGHT 1/ • • • 283/8'MIN. • •• GAP GAP �N o • • • �� •• ••• v `\ • WOOD STRUCTURE 1/2•MINNOT BY CGI . 1/2•MIN. O a on) n • •• 41 073 E2 CZ zz 2 3/I l FIN FRAME ►re JBACKEIED $ \ CAULKING TYPICAL ANCHORS: SEE ELEV.FOR SPACING o #8 SMS (GRADE 2 CRS) ------ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD 1 BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR ° R BEVELED WOODBUCKS IS HOUSE WRAP Es E3y PERMITTED. NOT BY CGI EXTERIOR df $ V12191 BUCK WIDTH BUCK WIDTH Tr________________�� _n m� (•_ MVUB-RADE COUNTY i I MIAMI-DADE COUNTY APPROVED l j 4 0 n H d I j j I APPROVED MULLKIN I MULLION&MULLION ANCHORS j l ; c a b$ 1 1MULLION ANCHORS Nj�SEE SEPARATE NOA E u n II II II II I I L_______ __________�J Engrs AD AHIND 1 _ CIVIL PRODUCT REVISHD I 1v HCA Q-2 B diupt 6 Cudo-mu ft vl�the Fbrtdn o IC :a.._. . Accas CON, L _ TYPICAL ANCHORS Sd SEE ELEV. By dr°wing no. FOR SPACING M" p�� /#14 X r SMS. Y 015 W10-02 sheet 5 of 6 � 2.505 ITL% PART if QUANTITY DESCRIPTION MATERIAL MANS./SUPPLIER/REMARKS �U r E1 CGI-118 4/WOW. FLANGE FRAME 6083-T6 - It Q L E2 CGI-118 4/WOW. FLUSH FRAME/FIN FRAME 6063-T8 d b12 E3 COI-121 4/WW. GLAZING DEAD(IAM.GLASS) e083-T6 - j 1.995 E4 CGI-123 4/WDW. GLAZING BEAD(LAM.INSUL CLASS) 6D83-TB - 0 .995 085 FS C1O-110 4/WOW. NAZI FIN ADAPTOR 8083-TB - a • ED CGI-109 4/WON. FRONT FLANGE ADAPTOR 8083-TB - 6 M1 CGI-38N AS READ. OWING BULB VINYL PVC DUROMETER 75-80 SNORE A 1' M2 CGI-124 AS REOD. SCREW COYER-OPTIONAL PVC - O a M3 CGI-112 AS READ. FLUSH FRAME COVER PVC E1 FLANGE FRAME M4 - OPTIONAL GLAZING ANGLE(1 X 1/2 X 1/8' 6063-75 M5 - 2/LITE SETTING BLOCKS EMM DIAiOMETER 8515 SHORE A 06 fFY¢i • • .0� S2 110 X 1-1/4' 2/CORNER I ASSEMBLY SCREW PHL.PH SMS ST/ST g fig^ • • • •I 1.495 • �fg` fi • • •• •812• • S: • • •••• • • • • i••985 • `89 • • O N • •••• go go •• •• • • FLUSH FW/fIN FRAME•••••• 1 • ••• • ••• •• i • •! ••• 00*0i • a •••• • O 295 .01 95050 .975 • 4 •• ••• •�' •••• • WELOFD JOINT a� • • !184• • •0 AT ENDS to 1$ O GLAZING. GLASS) zz -_{ .120 v) p .995050 1.000 t2s V O TYP. �• 1.184 E4 GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE(LAM. INSUL. GLASS) CIRCULAR WINDOWS 1.130 .085 1.450 RECT. OR SQUARE WINDOWS .180 $$�$ 1.550 1.680 s5o Olio TYP. CORNER DETAILS OES NAIL FIN ADAPTER O FLANGE ADAPTOR g Emor:JAVAD MW PRODUCT REVISED cw I^--1.396 1.119 FLk 4 70592 asPlyiag with Bea Florida t III CAN 3536 Duildwg Codd .180 AcczPl8.No t.�- Q� 1 ii 291 iretion Datejrj .050 .050 -T DY obs ''081 A2015 1Od cLC- drawing no. W10-02 Q FLUSH FRAME COVER O SCREW COVER sheat 6 of g