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WS-17-19 Permit NO. WS-1-17-19 �sKO1 s y� Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE Per' �trkCtassirrcation:Window/Door Replace Miami Shores,FL 3313:30000 Permit Status:APPROVED Phone: (305)795-2204 �CAR1Op` Issue Date: 1/1312017 Expiration: 07112/2017 Project Address Parcel Number Applicant 485 NE 92 Street 1132060140280 Miami Shores, FL 33138-3154 Block: Lot: RYAN AND ELAINE COOPER Owner Information Address Phone Cell RYAN AND ELAINE COOPER 485 NE 92 Street (305)751-4932 MIAMI SHORES FL 33138-3154 485 NE 92 Street MIAMI SHORES FL 33138-2706 Contractor(s) Phone Cell Phone Valuation: $ 12,300.00 FLORIDA SOLAR&AIR INC (305)428-2555 (786)344-5151 Total Sq Feet: 0 Type of Work:HURRICANE IMPACT WINDOW REPLACEMETN Available Inspections: No of Openings:9 Inspection Type.- Additional ype:Additional Info:HURRICANE IMPACT WINDOW REPLACEMETN Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.80 DBPR Fee $2.85Invoice# WS-1-17-62523 DCA Fee $2.85 01/04/2017 Check#:4265 $50.00 $ 175.50 Education Surcharge $2.60 01/13/2017 Check#:4325 $ 175.50 $0.00 Permit Fee $190.00 Scanning Fee $9.00 Technology Fee $10.40 Total: $225.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS FFIDAV T: I ce at al the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constru n d t r ore,I a thorize the above-named contractor to do the work stated. January 13, 2017 k-Athorized Signat re: wrier / Applicant / Contractor / Agent Date Building Dep ment Copy January 13, 2017 1 SHO.,ES Miamishores Village Building Department onesn ,,,..� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 FcOR�A Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). led e 6ature Qualifier/Own Date Print Name Miami Shores Village 2017 l Building Department BY: 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 zo 14 BUILDING Master Permit NoAxiC 1-- 1-1 " PERMIT APPLICATION Sub Permit No. E31916,I1-DING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING F-J MECHANICAL [:]PUBLICWORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Ltt� 1 V� 01a ,, City: Miami Shores County: Miami Dade Zip: -3�5 1-:3 I� Folio/Parcel#: _I ' f2a &Q D iL4as (30 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �y�I I C 100 0 C�1 "y Phone#: Address: L4 NrltG/11/"�� s;-- City: ; c/ City: M IQ'1'I( J 16 I-e- State: -FL Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:: F1 0(i OCL)I/JZI II�Q/�,,V 19W 141 V Phone#: '50 Address: Address: �/�/I G ( � r01 V Q IMQy f Y V IAKJ`q ��/ City: 1 ' 1 61 MIK State: Til_// Zip: 3✓"'s Qualifier Name: ! (� '►'V J /1 �i ✓ Phone#: State Certification or Registration#: >�1 . �J�I I/S Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ I�! � Square/Linear Footage of Work: Type of Work: ❑ Addition ❑I�/A'lteration ,�/� m ❑ New ,, t ►/)^� /I❑, �Rlepair/Replace ❑ Demolition / Description of Work: t� Il V( ► 1 `K V ' til OXA) Specify color of,color thru tile: Submittal Fee$ ✓0 i Permit Fee$ ��7`�'1 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ Z ' � DBPR$Z Notary$ "—"�- Technology Fee$ �-�d Training/Education Fee$ O Double Fee$ Structural Reviews$ Bond$ O TOTAL FEE NOW DUE$ -✓" (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature f A/qXCl�-� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I/�yS day of 20 by day of 20 / by twzl a ML ��� ,who is personally known to sonally known to me or who has produced as me or who has produce as identification and who di kP in n;;th,- identification and w r "ti ,o't6^.r TIMOTHY GALLIVAN ,,tiM•• ;;, TIMOTHY GALLIVAN NOTARY PUBLIC- fib: NOTARY PUBLIC: = .: MY COMMISSION#FF 109817 MY COMMISSION#FF 109817 EXPIRES:May 12,2018 a: EXPIRES:May 12,2018 Jtf Bonded Thru Notary Public Underm tem „h``' nded Thru Notary Pubke Undenrriters Sign: Sig Print: Print: Seal: Seal: :.*s*sr.sss*****�*.s::::s*s** ****e*•*****��*******�*..■*■.:ssssss**ars*******#**�***■*s::::..:.************ APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r OFFICE OF THE P OPERTY APPRAN Summary Report Generated On: 11/17/2016 Property Information �. Folio: 11-3206-014-0280 Property Address: 485 NE 92 ST Miami Shores,FL 33138-3154 Owner RYAN COOPER ELAINE COOPER �r Mailing Address485 NE 92 ST MIAMI SHORES,FL 33138 USA Primary Zone 1100 SGL FAMILY-2301-2500 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT ~ Beds/Baths/Half 3/2/1 - r Floors 1 Living Units 1 Actual Area 2,355 Sq.Ft Living Area 1,825 Sq.Ft - Adjusted Area 2,085 Sq.Ft Taxable Value Information Lot Size 11,573.76 Sq.Ft 2016 2015 2014 Year Built 1955 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014Taxable Value 1 $301,148 $298,708 $295,941 School Board Land Value $289,606 $277,767 $243,160 Exemption Value $25,000 $25,000 $25,000 Building Value $157,209 $158,418 $155,499 XF Value 1,975 $1,576 $1,590 Taxable Value $326,148 $323,708 $320,941 $ City Market Value $448,790 $437,761 $400,249 Exemption Value 1 $50,000 $50,000 $50,000 Assessed Value $351,148 $348,708 $345,941 Taxable Value $301,148 $298,7081 $295,941 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $97,642 $89,053 $54,308 Taxable Value $301,148 $298,708 $295241 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 02/26/2016 $650,000 29982-0596 Qual by exam of deed Board,City,Regional). 05/01/2008 $485,000 26379-2182 Sales which are qualified Short Legal Description 09/01/2002 $376,000 20809-4005 Sales which are qualified MIAMI SHORES SEC 2 PB 10-37 08/01/1999 $165,000 18767-1751 1 Sales which are qualified LOT 23 LESS W15FT&ALL LOT 24 BLK 50 LOT SIZE 90.420 X 128 OR 20809-4005 09 2002 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Primary Contract Documents Page 1 of 6.jpg Fiorida:Solar&AIT,Inc. nor,N,r„bel.. 3057530683 _=fi'Jd7745r@rnhrA';ry.s MirNer.Nr,Fl3,M75 J Ph:iIS37J 33a:1]3SD�F�ai:'.1B7'7j 375-0220 — "t �,4- ,i_I M31304S1a S CGr1523572 tewa_soiarand�lr:com - inam_ Ryan Cooper 30575306BB 3057530683 F.1o�ilc: AtsCress: 465-NE 92'ST City: MIAMI SHORE FL r 33138 r-us aomtraar,s �a:le ani Pn;e*er.ir,;o: is 16 day o+, NOV H 16 by and fterweer,Florr:ir'solar&Air.ins,t.vionda carpo-a:,or. ,("FSA",l,and above of the residence'In='ad at the addross'I':stin!at:=vv j^9vyer"or"fitivnac".}. The Work; FSA ar"eas to perforin the work desc'ibed as fDI)Dws: DircQionsare view d rroen the Di rside.Orr stimos glass aj R+r^-_u9ve!axG2r;ig ur>i's' Se a�dlecet3 jN3TL IlEtnaveL'.i:em:kre 8i3c±:!y'Ln S:r�:83.:...*uge•9.1 doors naive and BiKed panel arc udan-Mled.>h:aasemems T' 'Prepare apencrles as nete..:��ar7/ta receive xepiasmen'-unites andwrCle French doors,the:hinge i,.identified as cith� 31r YYIIVl9tWS., iC.GI7�rml +/ Lf.i �r,;nrl A:hrr rlgfvvhtn=orleft ihirimor.double-Franctrdoorstae more S DOVRsr c25cl'.1 =i .CGI?arga = CGI3entinel =1 EGCI lmpatxl }..In,-alatedu( '} ih,ao-innafatcet��... t ,Gdlar. 'M1;iirc ire---.r.... 3ti'1==ri-h Grhrr Grids ; Sinple"tirip 2- 3-ITI Window i Other i 'yes if 7 No$ :Qry_ B Dty 1 Qry — my— Qtv Standard CUE-©m FA AF x 0 xM�' AF i j FIX'L� ACTIVE Sliding Glass Door Sirlide French Doors j Double(French Doors'' Geotnetrec Config iConfig Config 3dW L&1[ } I til C ? 'd ) Qty 4ty Qty Qty I City ! Qty Gimm LOE366 TI NT AND WHITE INTERLAYER ONITIALHERE 51 work:y0l 0:be replaced; NOT KITCHEN WINDOW INITIAL iHfRIE ,D i 6) If applicabEe,:remnving 9 :huic:a rptraeh,und/err 0 ;e=riTyl3ar;. aNMAL'HERE r 7) SpL_al iitstrucitions PERMIT,ENGINEERING,DEBRIS REMO-VAL B) Cleanup Job debris and prc'vide necessary 9ermits and Insurance.'Should FSA Ibevnat le to obtain proper permits(for hatever reason'} prior to commencement�ef any vrark,FSA shall reFund arty previous pnymerit and this tran5actior,shall by autornatically eaner.'lled. 9) Ad&noralrrrrh:;Nofinishv.-arkafhrrthan normal installation is to br donr urtirxs notr.d hrrrl REMOVAL OF(9)SHUTTER PANEL schrulr.Cnntr,rtcar s`t?II y,t!beet¢ff�Ptx in sc+mmerce the vrark Jud;hln 90 �ftnr.exec [titapn of thw port. r,rl e W Co -� mmencement Vate•y and shall endeavarto complete all',woflk he:eunderwlth5n �r days.after the Commencement Date: InsLellatiorr dais earn,be guaranteed as FaDducrlsj auallability rna+v vary. 12300 12300 conirac,Price 5 -Contract Price: Thr TWAL F'FtUf:fn*or all Labor and rJntnrialF is 5 :OB Sales Tax 4 5=j Brrvon payment i,30%dawn) $ 3600 _3012300 8700 Total Cnntr c[Price $ .Balance Payable 5 -00 CUStQTnVr underatandstflnai payment due uponcompletlon. .INi'GIAL HERE Financing: �V°rc.r an--:;rf5:al,"J:J; Wrier selects to apply for financimf;of the:above baiance yavabie.if Yes.iscircled,see rfinanci;ng agreement and related docurrient. Receipt en Final Paymen-t;-AxEri recelpl.ui/iris'u2yrnti:ri,13 rhe irtSi2E%io:t'n+iU lr-Obrd;nated:21,rtA will s—d Boyer tine anznul,ctu,rr's 4Jcrronty;35 FSA will prod5de Di ner a Final r oh-er and Ftcleas,OF Lien,and COGst cr 5 ii a0a^ Sef d9wlt Ga 0A4ner,sub.tantia!11y 1rnilar to t'.lc forms ir.fhzp?rr7 3,;F:Iori�Starums,2oo6§. BINEWS RIGHT TO CAN Cm-Tihisis a borne sour tatlan sale,and if you do not want the goarlb or serwaees,you may canxel this agreement by provnding written notice to the seller in person,by telegram or by.ma il_This notice mast indicate that you do not want the goods er zerwlecs .and menet be deliwerrA or postmarkedbefore i midnight of the third bcrslne*;s day after Volo sign this agreement.If yoga�canml thls agreement, the seller may not keep all or part of any cash down paymenu see attached notate of cancellation for an explanation of th'ls:right. FN—'ITfla s5 W,'HEaRE47F,rh.e Panics herew bawe evecvted this contract under teal.as of the clay and year firs:above written, Bu+iwlD v:ter. .FSA hlv,(�' g,� Ian.McGinley INHrr,p.F Sdiq•i 11/"16/2016 (L'a tej MomeOwn eraAssouatian F:atnu: _'.------- YES i J No{✓} Elulldlrle N2Me:_ - - STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ` CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 " ,.E•� 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 MUSTELIER,ALEXANDER FLORIDA SOLAR&AIR, INC. 11,912 MIRAMAR PARKWAY MIRAMAR FL 33025 Congratulations[ With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range - _STAtE,OE-1=LORIDA from architects to yacht brokers,from boxers to barbeque - DEPARTMENT-OF.BUSINESS'AND, restaurants,and they keep Fkxida's economy strong. "�_1 PROFESSfONALREGULATION! _ 3 Every day we work to improve the way we do business in order SCGt31:1'5_1052r ISgUED:, 08/28/2016 to serve you better. For information about our services,please " F lo www.myfforidalicense.com.wwmyfforidalicense.com. There you can find more =CERTIFIED SPECtAtFPCON�CRAGTOR- - information about our divisions and the regulations that impact c "MUSTELIER;AEI (MN W T _ you,subscribe to department newsletters and team more about -.` FORIDASOL�R,&At the Departments initiatives. 136A'ss AND GCAZtN t t RACTOR:.- Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so�that you can �- -_'�-- IS CERTIFIED,unifg—rr the;provisions of Ch;48S FS. serve your customers. Thank you for doing business in Florida, ., and congratulations on your new license!' I r� a` ^*3'_2=— = — I. 5 DETACH!HERE RICK SCOTT GOVERNOR KEN'IAWSON,SECRETARY STATE OF FLORIDA.. _ _ - -DEPARTMENT.OF'BUSINESS AND P.ROFESS[OKAL REGULAT116W. CONSTRUCTION-INDUSTRY I_tCE_NSING$OARD- SCC131151052- The GLASS AND GEAZFNG.CONTRACTOR-- - - - Named.below IS CERTIFIED= Under the provisions of.Chapter489-FS Expiration date:-AUG 31-20.18 _ MUSTELIER,AL•EXANDER FLORIDA,SOEAR,&A � 11912,MIRAMAR:PARKWAY—� -- ` - L6 X. f�,MIRAMAR'„ '''�--ET33025-' - -__ ;_— �-�.`---�';. N,X _ IN 1 ISSUED- G 2 12016 DISPLAYAS,REQUIRED°BY LAW' SEQ# L160&2 CCO4325 - BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2016 THROUGH SEPTEMBER 30,2017 DBA: Receipt#: Business Name:FLORIDA SOLAR & AIR,INC. R 180-231862 Business Type:GENERAL CONTRACTOR (CONTRAC OR) Owner Name:TERRY J WEST Business Opened:o9/29/2009 Business Location:11912 MIRAMAR PARKWAY MIRAMAR State/County/Cert/Reg:CBC o 5 8 95 2 Business Phone:305-428-2555 Exemption Code: Rooms Beata Employees Machines 2 Profeasionala For y _ Number of mac Ines; Vending 8usinsss on f Tax Amount Transhr Feo NSF Fes Vandin T Penalty Prior Years Collection Cost TotSPai.dQOPenal 27.00 0.00 0.000.00 - 0.00 000 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non=regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: 11912 J WEST .67 I 1.1912 MIRAMAR PARKWAY Receipt #OIA-15-000083 I MIRAMAR, FL 33025 Paid 09/29/2016 27.00 2016 - 2017 -1i!IfAk� 4O�►NYY=L-OCA� - .4 - CERTIFICATE OF LIABILITY INSURANCE1CA 08/1 3/18 °"'m3(16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CER71F - HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EMEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE'DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INISURE144 AUTHORI7FD REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. BBPORTANT: If Ow.cwd ieate holder M as ADDITIONAL INSURED,on pogcV(lm)must he endorsed. if SUBROGATION IB WAIVER eae)eot to the terms and condtRbns of the Policy,ceafain poll i may requim an endorsement A etatarrwnt on this cerNSeats doss not corker riplds to the esRMcate holdor In Yw of each PRooucERT BILL MICKEY Aliancii Insurance A6ency,Inc. 00 (305)444-8000- 2850 SW 27th Ave SUPoe 100 Coconut Grove,FL 33133 . Phone (305)4440 Fax CJ)4448020 NKOHMA COVERAGE NAIO N D INsu�tA: GRANADA INSURANCE da Solar ir,AInc I ITER Florie; VICTORIA SELECT INSURANCE 11012 M.Qfrnar P�1_r]onIR�L_ _.. _.__.. .. ...._--- INSYRERC: Miramar.OL-33026 r'�'�•o fL - ROOFING RTIPtCAT£.._-_,-_-._..�-.----_.__�..__. ..._._... INsuatxEe F .. - IISLREi COVERAGES CERTIFICATE NUMBER REVISION NUMBER: ..THIS IS.TO CERTIFY THAT-THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TV TYPE OF N9URANCE POLICY NINABERPOLICY EFF LanE GENERAL LIABILITY EACH OCCURRENCE S 1.000,000 Q COMMERCIAL GENERAL LUBIUTY PR 0 RENTED S 100.000 ❑ ❑ CLAIMSMADE © OCCUR �' Y 0t85FL00024658-4 08/152018 08/15!2017 MED EXP am parson s 5,000 !❑—I --. ----...-.-.. PERSONAL&AM INJURY 3 1.000000 GEHL I GREGATE LINT APPLIES POLICY ❑ ❑ LOC GENERAL AGGREGATE s 2,000,000 © PLPRODUCTS-COM�OPAGG t 2,000,000 OC s AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT s [� ANY AUTOs 100,000(Ea�i0" BODILY IN,AJRY(Par prion) ❑ ALL OWNED AUTOS B BODILY INJURY(PM S © SCHEDULED AUTOS y 8806M1201=5 12!312018 300,000 MREDAUTOS (per DAANOE s 50,000 © NDN-OiWNED AUTOSCarivreherisim:$500 S ❑ Coition:5500 s 13,000 UMBRA LIAR ❑OCCUR - EACH OCCURRENCE S ❑ MIS UAB CLAIMS-MADE .. _ . AGGREGATE $ RETENTION71 WORKERS COMPENSATION s AND E1rLOYErar LIABILITY -. Y/ ._ _ ... ST ANY PROPRIErORPARTNERIEXECUTIVE OFFICENMEMBEREXCLUDED? E NIA .... EL EACH AOCIDENT t I y�amm, y In NundwN) EL.DISEASE-EA EMPLOYE f DF RIPTIOoN OF OPERATIONS DMdv EL OrSEA3E-POLICY LMR S DESCRIPTION OF OPERATIONS!LOCATIOIIi i VEIICLB9 IAepaI ACM 101.Addlim-A Rasnsrb SchegA ,V mon apex is re*rarl) AC.ELECTRICAL SERVICES,:WINDON INSTALLATION AND GLAZING LICENSE NO.CGC1523572(GENERAL CONTRACTOR)New Contract Number LICENSE NO.SCC131151052(GLASS S GLAZING)LICENSE NO.EC13004514(ELECTRK:AL) LICENSE NO.CAC1816475(AIR CONDITIONING) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POILK ES BE CANCELLED BEFORE Mand Sham VIIBge THE EXPIATION DATE THEREOF,NOTICE MLL BE DELIVERED N Bulking Deperhlrent ACCORDANCE WITH INE POLICY PROVISIONS• 10050 NE 2nd Avenue AUTWRM REP11110111ENTATIVE Mlami Shores VBage,FL 33138 ACORD 25(MOM)QF ®1958 2009 ACORD CORPOIiATiON. A8 rlgllts rworvall The ACORD name and krgo are reglsOtred marks Of ACORD ACUPRI>> DATE(MMIDDNYYY) CERTIFICATE OF LIABILITY INSURANCE 07/27/16 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Aon Risk Services,Inc of Florida Aon Risk Services,Inc o1 Florida NAME: 1001 Brickell Bay Drive,Suite 01100 FAX Miami,FL 33131.4937 apo,Ext):800-743-8130 116M,No):800-522-7514 ADDRESS: ADP.COI.Center Aon.com INSURER(S)AFFORDING COVERAGE NAIC III INSURER A: Illinois National Insurance Cc 23817 INSURED INSURER 8 ADP TotalSource CO XXI.Inc. 10200 Sunset Drive INSURER C: Miami,FL 33173 ALTERNATE EMPLOYER INSURER 0: Florida Solar&Air Inc DBA Florida Solar&Air Inc INSURER E 11912 Miramar Parkway Miramar,FL 33025 INSURER F: COVERAGES CERTIFICATE NUMBER:1461530 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LWITS SHCPA'N ARE AS nFOU-STS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MIDD MMlOD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMACLAIMS-MADE ❑ OCCUR PREM.ES TO RENTED PREMISES Ea occurrence $ MED EXP(Any oneperson) $ PERSONAL&ADV INJURY $ GEM-AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑PROJECT❑LOC PRODUCTS-COMP/OP AGG $ OTHER $ COMBINED AUTOMOBILE LIABILITY Ea accident I I $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIABI CLAIMS-MADE AGGREGATE $ DEC RETENTION$ WORKERS COMPENSATION X SPER TH, TATUTE ER A AND EMPLOYERS'LIABILITY Y/N WC 061139701 FL 07/01116 07/01/17 ANY PROPRIETOWPARTNERIEXECUTWE OFFICERIMEMBER EXCLUDED? ❑ N/A E.L.EACH ACCIOENT $ 2,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 2,000,000 If yes,descrba under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 2,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS t VEHICLES(ACORD 101,Additional Remarks schedule,may be attached If more space Is required) AN worksite employees working for FLORIDA SOLAR&AIR INC DBA FLORIDA SOLAR&AIR INC,paid under ADP TOTALSOURCE,INC:s payroll,aro covered under the above stated policy. FLORIDA SOLAR&AIR INC DBA FLORIDA SOLAR&AIR INC is an attemate employer under this policy. CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shore Village,FL 33136 AUTHORIZED REPRESENTATIVE 0,M JA4A'8eeV!zie3, Qnc Is' fl irla ®1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD okT"� STATE OF FLORIDA xy: DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION . �` CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 MUSTELIER,ALEXANDER FLORIDA SOLAR&AIR, INC. 11912 MIRAMAR PARKWAY MIRAMAR FL 33025 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range - Qe,�� STATE C5� FLORIDA. from architects to yacht brokers,from boxers to barbeque _DEPARTMENTOF.:BUSINESSrestaurants,and they keep Florida's economy strong. � PRC±F.ESSIONAL REGULATION- 13.11-61052- `=---_ = _P • F, Every day we work to improve the way we do business in order I _ 0131151052' ._ "ISSUE,D:- 08/28/2016,'_ to serve you better. For information about our services,please log onto www.myfloridaiicense.com. There you can find more _ C TIFiED S� AL-fY� O04ACTOR•-- - -. information about our divisions and the regulations that impact MI I E , , �CgNC�EFt_ you,subscribe to department newsletters and learn more about %=FL`ORIDA SOaAR&,i[R tNG - the Department's initiatives. ,-GLASSAND' GLAZIt "Cdgfkt CTOR Our mission at the Department is:License Efficiently, Regulate �',.^= � �'`��•- ' Y���' -'� � Fairly.We constantly strive to serve you better so that you can ��,-i~ I5 GERTI,FIED:urider•the r Ch-" _ ti serve your customers. Thank you for doing business in Florida, p-oG'isions-of Ch and congratulations on your new license! FP�n.date,AU �201 __y��, L1608280004325- DETACH HERE RICK SCOTT.GOVERNOR KEN LAWSON,SECRETARY -STATE'OFFLORfDAe ;`• - " - DEPARTMENT_'OF"BUSINESS`RND'-PROFESSIONAL R GUCA,Tld - CONSTRU.CTION_INDlJSTRYl ICENSING BOARD The GLASS-AND GLAZING'CONTRACTOR- - Narned'below.IS'GERTIFIED- "` �` � - `', _ ..` �: �F �, , •,, - ' Under.the provi5io'ns°of Chapter489•FS. Exp a iration date: AUG-31;'2018 ,MUSTEL-IER-,AL-EXAN-DERr^. ,;-.� . f;:'-FLORIDASOLfAR:&AfR'�1CF!-' � � � �''�� „`��•��, "'�. *'11912"MIRAMAR'PARKVtifAY e,. MIRAMAR�..'_, ISSUED: 08/28/2016 DISPLAY AS REQUIRED BY LAW SEc1# L1648280004325 I E STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 R. � 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 MUSTELIER,ALEXANDER FLORIDA SOLAR &AIR INC 11912 MIRAMAR PARKWAY MIRAMAR FL 33025 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and rr. ^-- --- Professional Regulation. Our professionals and businesses range ' STATE OF FLORIDA _ from architects to yacht brokers,from boxers to barbeque _ DEPARTMENT-OF BUSINESSAND. � � .. restaurants,and they keep Florida's economy strong. ` -;�,-' PROFESSIONA"EGULAT,ION -- ' Eve da we work to improve the way we do business in order `�CAC1816475 '' - zISSU Every Y p Y I Q8/28/20:1�6 serve you better. For information about our services,please �,,r~"• _ -- ,� 'M- to �- log onto www.myftoridalicense.com. There you can find more - "CERTIFIED:AIR C0111),CQK R.r information about our divisions and the regulations that impact MUSTELIER'AL # I=R` you,subscribe to department newsletters and learn more about ,.•-FL'ORIDA SOLARB�AIR 1NG' '"._ f the Department's initiatives. I Our mission at the Department is:License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can `' serve our customers. Thank you for doingbusiness in Florida, r +s,eE:RT+PIED under`itie:provisions of-Eh.4,89 FS. ` and congratulations on your new license! ', ,r Ex-pritt d'at®""UG31,2078- �-CIeC628W62030-' P^'—_•'^_^'�..���/"n�•�n• — �..-••.�+ate,. m.� DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON, SECRETARY ' , ._._.. _ - �.�= STAVE ot`��Lt?RIDA: ,`""`--•- ." _ - t - - -DEPA9TMENTA0E-'8USINESSAND_P,ROFESSIONAL-REGULATION ` "CONSTRUgTIO'NINDUSTRY•L•ICENSING:BOARD-,- /'(:CAC 1816475. _ — - —�`^!kr � . ��,`. •, � ., a' �a ` � � `� --The'CL-ASS-B-AIR CONDITIONING CONTRACTOR Named beldw"1S CERTIFIED' Under,the provi8k6nsNof Chapter=489 FS7-i - .. �;- .:r. , • R-- ; .` '� WF Expiration-date_. , AUG31:,-'2018• .. -- t �;.��^���' a , ;;` .•ti``a� �` ; 'f MUST.ECIER,�ALEXANDER"� °r f FLORIDA SOLAR.&AIR"IN: 11912EMIRAMARLPARK#1(A1C._� - —. -.� s,. ---•�' Ar 1SSUED`" Q8Y28/20r5 'QISPLAY`AS`RI={JUIR1=fl B'��L-AW mm -- _iSEQ# 1111668 80001030' _ 1 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 MUSTELIER,ALEXANDER FLORIDA SOLAR &AIR, INC. 11912 MIRAMAR PARKWAY MIRAMAR FL 33025 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range �2� STATE OF'FCORIDA. from architects to yacht brokers,from boxers to barbeque , ,.- .DEAARTWENr. ;OF_BUSINESS'AND - restaurants,and they keep Florida's economy strong. '" ` '--:PROESSIONAE REGULATION_ - " : F �- - - Every day we work to improve the way we do business in order —CG-1.5235,72,'' �.'ISSUED,? ,08/28/20167 to serve you better. For information about our services,please . -,, _ - log onto www.myfloridalicense.com. There you can find more CERTIFIED,GENEL C�ON'�RAG"T.OR- information about our divisions and the regulations that impact MUSTELIER•,ALPNDEI you,subscribe to department newsletters and learn more about -:::AbRIDA SOI R'$ the Department's initiatives. '.-� Our mission at the Department is:License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can �- - '"J �"' serve your customers. Thank you for doing business in Florida, ��S''CERTIF,rEt� under-the=Provisron.s_of cn as FSr- .� and congratulations on your new license! �Exp4Soh,a �AUca,�2ota- - --!�, - L1608280063ssa DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON, SECRETARY sSTATE;OF'FLORID'A_ - DEPARTMENT OF-BUSI!"IESS.AND,PROF,ESSIONAL'REGULATION m. r -"" 'CONSTRUCT109 INDUSTRY LICENSING.BOARD'' n X%+` � -•The.GENERAL`CONTRACTOR r Named below,IS CERTIFIED [ Under the prrovlslans.of-CFiapter 489'FS._..._ - w �'.`_ '-, ;moo Expiration-date.,,-AUG 31, 2018 --- -� �. j .'e• �, �` �' MUSTELIER-AtEXA1VDER�9, -'- �` .._--., `--� , •.. � '�, ',�`�� -� 4 r�FLORIDA SOLAR,', AIR ` ✓- -� 1191'2 M1RAM[AR=R4RK _. ._`�"'-.- - � ��.. ter*• w �`r s- 7,MIRAMAR'' 4,?��� ISSUED: 08/28/2016 P1 EDB1'-L�' � SE(2` 1308 003564 � ' W._ BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2016 THROUGH SEPTEMBER 30,2017 DBA: Business Name:FLORIDA SOLAR & AIR INC Receipt#:180-272147 Business T GENERAL CONTRACTOR. (GENERAL Type: Owner Name:MUSTELIER, ALEXANDER Business Location:11912 MIRAMAR PARKWAY Business Opened:09/30/2015 MIRAMAR State/County/Cert/Reg:CGC 15 2 3 5 7 2 Business Phone:305-428-2555 Exemption Code: Rooms Seats Employees Machines Professionals 1 For--ding Business Only Number of Machines. Tax Amount Transfer FeeVending Type: NSF Res Penalty Prior Ye 27.00 ars I 0.00 0.00 Collection Cost Total Paid 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: i FLORIDA SOLAR & AIR INC 11912 MIRAMAR PARKWAY Receipt #01A-15-00008367 MIRAMAR, FL 33025 Paid 09/29/2016 27.00 1 I 2016 - 2017 F JOB DESCRIPTION: WINDOW REPLACEMENT 9 OPENINGS Co ? 1. Horizontal Roller 2. Horizontal Roller Garage Door 5. Window OX Window OX not replacing 37-1/8" x 51" 53" x 50-5/8" BEDROOM 65/65 65/65 egress NOA #15-0929.13 NOA #15-0929.13 4 3. Horizontal Roller 4. Horizontal Roller GARAGE Not Replacing Window OX Window OX 37-1/4" x 38-1/2" 53" x 50-5/8" 65/65 65/65 BAr�hl•. 3. NOA #15-0929.13 NOA #15-0929.13 "•• 5. Horizontal Roller 6. Horizontal Roller ' '••• Window OX Window OX c ••••• •.. 74" x 38-1/2" 37-1/8" x 38-1/2" ••••• BEdRAL7M 65/65 65/65 .0.. : egrpq!q- .. ..• NOA #15-0929.13 NOA #15-0929.13 LIVING '• •••. •� •�� ROOM •��� ' • • 7. Horizontal Roller 8. Horizontal Roller z 1.• .. •;� Window OX Window 'rIF 0 0 0 • 74" x 50-5/8" 37-1/8" x 50-5/8" w • 65/65 65/65 W BEDROOM 9• 0 NOA #15-0929.13 NOA #15-0929.13 6 egress 9. Horizontal Roller = 8. ETVED Window XOX 7• JA 0 4 2017 106-1/2" x 50-5/8" 13 . 65/65 i 71T #: �� �`.._1�-� 1 NOA #15-0929.13 � a _.� Marr shcl z�s Vil'ag3 f—R01vED BY DATE -D�i1`� DFP RYAN & ELAINE COOPER - 485 NE 92 STREET r� DO DEPT MI SHORES, FL 33138 �� 7 r-7i0'_'r'n,1P1YNCEVvI1—i41 ' FFI';: 5 Q Specialty Engineering Consultants,Inc. Ixtfq Wind Velocdes in South Florida a 5 1599 SW 30 Avenue,Suite#20 ,. Dade Broward Palm Beach Boynton Beach,FL 334326 Risk Cay 1 165 156 156 Law risk to huotms farms sheds a a FL.CA#009217 5 /1J Risk Cat-2 175 170 170 Sin Ic Famil Raidax:a �H Risk Cat,3&4 186 180 1 180 EssMW Foal u. P:=q h'(GCP- ""W) Intstuctions and limitations of Use 1 Charts provide wird pressures__=an the mean roof ht.And shall not exceed 60'-0'. 2 Design pressures are for an enb.al shutters or other im ct resistance rotection r uired. V(mph) 175 1620 FBC for HVH4 or Fig.26.5-Ia 3 User shall determine the mean roof he"ht, Eave he"M*Roof Peak Risk Category 11 Table 1.5-1,page 2 4 End zone dstance a the lessor of 10%of le M,10%of width,or 40%of the mean root he ht end not less than 3'-0" Exposure C Sceu-26.7 5 If 50%of a com vent s s a rticular zone then that component s considered to be in zone with the majorityof the area.If uestionable then ace in Zone 5 Kd 095 Table 26.6-I,page 250 6 Each co m nenL window,door,mullion has a tribute area that s area to be used.Area of components to rounded down but shall net be less than 10 sf. KA 1 Figrae 26.8-1,page 252 7 For NOA's that r uire a Kd=1.0 then mul- the values Isted herein b 1.18. GCpi 0.18 -0.18 0.55 8 Wind pressures are based on Allowable stress des n. pith of roof 3/12 14.0 degrom 9 Des n assures Isted herein are wlid for E sures B and C and a sure D. maz roof height 30' thm 14.0 dM- 10 Charts and vat, listed herein are onl valid when signed,dated,and sealed b Ga McDo le,PE#56214 or Mark LeBlanc PE#35683 or Adam D.LeBlanc,PE#77012 11 Wind design pressures are calculated in accordance with ASCE 7-10,Method 2 12 No reduction is taken for slo less than 10 degrees. Arm ofco t A-foornporrent Arm ofcomponcra Area ofeernponent Arm ofoornponcru Area ofm ent Arra ofcan sot Area of t Armofcom ea tot Arofwm m-1 A-fcontnI 100sf 15.0 sf 20.0 sf 25.0 if 300 sf 35.0 sf n 40.0 sf 45.0 sf 50.0 sf 55.M 60.0 sf Mean Roof .6ght Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zona-5-- Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zones- Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35jq 0 1,0 35.0 15 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 48.3 -40.2 -47.5 -39.8 -46.8 •39.4 -46.0 -3&0 -45.2 -08.6 •44.5 40.6 40.6 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 3!9 0 315.9 35.4 • 35.4 4111 0•••• 16 1 -44.0 -54.4 -42.8 -52.0 1 -42.4 -51.3 -42.0 -50.5 41.6 49.7 -41.1 -48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5• -t.8 499.1 • -45.1 • 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.!0 9•16.3 • ••35.9 ' • 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 42.1 -50.4 -41.7 -49.6 -41.3 -48.8 -40.8 -48.0 -40.4 -47.2 -46.4 -39.6 -45.7 000000 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 • 36.3 0 0 I8 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 43.0 -51.8 -42.6 1 -51.0 -42.2 -50.2 -41.8 1 -49.4 1 -41.3 -48.6 40.9 -47.8 -90t*T•47.0 -40.6• -46.2 0••••• 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 3711• • 7.2 3g.;• •36.7 - 19 45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 -48.3 - 0 -47.5 -40.5 -46.7 ••••• 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6• •37.6 37.E 0 10•37.1 00000 • 20 -46.2 -57.0 44.9 -54.5 -44.4 -53.7 -44.0 -52.9 43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 49.7 -41.8 48.9 *4?4 • -48.1 0-41 -47.2 •••••• 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 631110,•••38.0 37.5 37.5 0 21 46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 43.1 -51.0 42.7 -50.2 42.3 49.4 041.8 0 0-48.5 -01.40 -47.7 • 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 0 37.9 4 37.9 •••••• 22 -47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 1 -53.2 44.0 -52.3 43.6 -51.5 1 -43.1 -50.7 -42.7 49.9 !42.2 1 49.0 0*-0f8• • -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 3�.j •38.7 38.3 38.3 ••••• • 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -0 •• 4.0 •52.0 -43.5 -51.2 -43.1 -50.3 42.6 -49.5 -41. -48.7 • 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 • 38.6 24 -48.0 -59.2 -46.6 -56.7 46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 43.0 -49.9 -42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 43.8 -51.2 -03.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 1 -55.9 -46.0 -55.1 45.6 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 1 -51.6 43.7 •50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 45.9 -54.6 -45.5 -53.8 -45.0 -52.9 44.6 -52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -09.5 -61.2 48.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 1 -55.9 46.3 -55.1 -45.8 -54.2 -45.4 -53.3 -44.9 •52.4 44.4 -51.6 x.11.11111 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 gi�71 Ada m40. 29 -49.9 -61.6 -48.5 -59.0 -48.0 -58.1 -47.6 -57.2 47.1 -56.3 -46.6 -55.5 -46.2 -54.6 -45.7 -53.7 -45.2 -52.8 44.8 X52. -4 -5 /P 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 •\4�5E .S• #I J. 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 -57.6 -07.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 1 -54.1 45.6 -53.2 -05.1% !'• -44.6 • •dj, 7012 •• *' DECD 016 * = �33 S TE OF •�44/. �'''�s��N A L`EN.��• IU11 t MIAMI- E MIAMI BADE COUNTY,FLORIDA PRODUCT CON'T'ROL 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.minmid aa_l_e.eov/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 fASentinel 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, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.' MISSILE IMPACT DATING:Large and Small Missile Impact Resistant LIMITATIONS: 1.Glass lites wider than 36-inch shall have two setting blocks and anti-Lift devises per FBC requirements. 2.The Day Lite Opening's(D.L.O.)of maximum 495/s-inch(Width)by maximum 553/4-inch(Height). LABELING: Each emit 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 Qutirety.• • . .. INSPECTION: A copy of this end re NCAA chill:bt OfIvided to the user by the manufacturer or its distributors and shall be available for inspcction at the job sife AIthe request of the Building Official. This NOA revises NOA No. 15-0512.05 and consists of this page I and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above: •;• ••• The submitted documentation was jtviev!*jd byUc4-V 1L .Pidencia:P. E. r�earrFoe►®� 'OUNTv NOA No.1S 0929.13 e Expiration Date: September 22,2020 S� •� �� : : ••• Approval Date: May 19,2016 • Page I CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. . DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted render NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TES'T'S 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202--94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 6) Forced Entry Test, FBC 2411 3.2.1,TAS 202-94 '- along with marked-up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201--94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series faxed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated.03/03/15, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 15-0512.05) 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 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. (Submitted under previous NOA No. 15-0512.05) . • .. . . . . ... • ... Jorge M Piasencia,P.E. • Product Control Unit Supervisor NOA No. 15-0929.13 Expiration Date: September 22,2020 • ApprovalDate: May 19,2016 ... • .. .. CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series aluminum fixed window,to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted ender previota NOA No. 15-OS12.OS) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact.Test,per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC,TAS 203-94 6) Forced Entry Test,FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-051012) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511, Edition (2014), prepared by AI--Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad,P. E. 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. 140916.10 issued to Kuraray America, Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. 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. 3. Notice of Acceptance No.•i4--Q423.1:5 issued to E.Vtman Chemical Company(MA) for their"Saflex CP-* Saflett did jafej. IlVomposite Glass Interlayers with PET Core"dated 06/19/U.eN4*' en:12/1:118.% . ... Jorge M.Plaseneig,P.E. • Product Control Unit Supervisor • '• : : : : NOA No. 15-0929.13 ••• :• '.• Expiration Date: September 22,2020 Approval Date: May 19,2016 Poo • • • • : : : ... . 0 0 ... . CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 511 Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. CTLA-3062W, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Patel,P.E. 3. Testing Proposal issued by the Product Control Section, dated 04/08/15, signed by Jaime Gascon,P. E., Section Supervisor. 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel,P. E. (Submitted under previous.NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15-0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. .. . . . . ... . . ... Jorge M.Plasencia,P.E. • • ••• Product Control Unit Supervisor • ' • . NOA No. 154929.13 ••' ' '•' Expiration Date: September 22,2020 Approval Date: May 19,2016 . . • TYPICAL ELEVATION 111• 110• g FLANGE WIDTH BUCK WIDTH o 5 1/2• _d 6• 5 MAX. m� HEAD/SILL 511 mLi ® h ; J HEAD/SILL 5 5 MTG.578E �1 MTC.STILE P °I __�♦ _ ii ii ii ii �c u yq F p� E II F it El II F i� F 7t i1 n 6 J11I 6 t 5 / 7 II 5 N. _ 5 / (�O 9111 Cf ysy�� II.=.. M o 1 II `/I,� m s 4 � 1,0 LL n ;IT----- _____-LL-_____ aim -' r • ♦ ♦ 3 U m • • • 1 i I i I i I i � C 1 FALSE MUNTINS �j • • FALSE MUt11Yd5 • AODI.ANCHOR RE00. ADDL.M•CHOR REOD. (SURFAC�APPUEO) ••32 7 32 7/8' AT CENTER OF ALL PANELS (SURFACE AnLI 32 7/8• 32 7/8" AT CENTER OF ALL PANELS O •••••• �1101t1I• D.L OPG. O.L.OPG. FIXED OR OPERABLE D.L.OPG. D.L.OPG. FIXED OR OPERABLE O�j • • • • _ ABOVE 30•PANEL WIDTHS ABOVE 30•PANEL WIDTHS p C)W • • •36 3 .AT HEAD/SILL 36 3/8• AT HEAD/SRL 0 • • 0"ddgTH VENT WIDTH C!n •••• • •••• •• fiANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME C-4 *,@: ,* 0000 • • ;NI'7 • N I ••• • •••• • •••• 11o• cz�� • • ••••• BUCK WIDTH o .R 0000 • GOOD o� MAX. 09:60* 5.MAX. i - •••• • qHEVLL np HEAD/SILL SERIES SENTINEL 12Q • ••• • • Mrc.STILE " ALUMINUM HORIZONTAL SLIDING yPINDOH ••••• DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER as Building In wtlh the Fll:rlda @OA-Ng Code gG CHARTS SHOWN ON SHEETS 2 & 3. NOtO-No. 95-0929.13iiAPPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS €.piratwn Oat.09/22/2020RoII FOF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY tl 6APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS >ayc 8--- }??- IN BETWEEN. 89ams e ro uc on r y&•--__/( =_ LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL IlWILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS IINSULATING LAM. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THELARGE MISSILE IMPACT____JL_____ ____ ____ _ REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE T S E 3 3 c _R II INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). SMALL MISSILE IMPACT > IT I o�o ! It x WOOD SUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 1!1!1 c 2 LOADS TO THE STRUCTURE. W+WWWe 1 IIA f 8 II ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS `o♦����'t1!AH;�I�q-//// EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 'te3GEN3F"';'V ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 8 _ NOT PART OF THIS APPROVAL FALSE MUNTINS :• •:*- , 1! (SURFACE APPLIED) 37 7/8• 32 7/5' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Y 5 OP_T10NAL D.L.OPC. D.L. OPG. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. o COF r• � drowin9 no. 36 3/8• MATERIALS INCLUDING SLIT NOT LIMITED TO STEEL/METAL SCREWS,THAT 1dAY 9 120 i AZO Qp A. VENT WIDTH COME INTO CONTACT WITH OTHER DISSIMILAR MATERAIS SHALL MEET THE � S G`� W10-18 FIN FRAME REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE&ADOPTED STANDARDS. �/s`/Q�AL ♦�� ///nn11WWeW sheet 1 of TS TYPICAL ELEVATION FLANGE WIDTH FLANGE WIDTH o 6- S 1/2- MAX* /2- o 5 1m 5�H LL HEI 5 5 g STILE AG. TILE 1 g W " ted, nAl' n u a Typ I �6 13 U II 11 11 II i ry�1�-W E ii F fl it F E1 ii F N II F 7L U N n 6 II 6 11 11 6 6 II 6 11 II 6 V�yj ri iE Til r 6 �f II I 1.7 V C I� 11 I pppggqqqq C I "0 I O II II w II II II II = M C II II W I `/1� •p W n) I 11 II 4J 11 s I II II II 11 _JL___ l® -lr--- D 11 ;i d W BI II II 11 II II it u n u u 11 m 0 B D H II c+g� 91 N 11 i��g � h • / / uJ C I • • FALSE MUNTINS • • • AWL.ANCHOR MOD. FALSE MUIBINS _ ADOL.ANCHOR RECD. Vi n (SURFACFPjIED) 2�1/2 49 5/8- AT CENTER OF ALL PANELS (SURFACE APPLIED) 24 1/2 49 5/8" AT CENTER OF ALL PANELS ••• •• •• D.L OPG. D.L.CPC. FlXED OR OPERABLE OP IWL D.L CPC. D.L OPG. FIXED OR OPERABLE 00�, n • • • • ABOVE 30-PANEL WIDTHS ABOVE 30"PANEL WIDTHS 0 W • • • y • AT HEAD/SILL 28- AT HEAD/SILL ••• •• VENT WIDTH C •0•• •• IH�INGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME • • In • •••••• g 0 ni ! ••• • •••• v: R • • •••• 110' GZE • 4' *060 so** BUCK.WIDTH O • • • 5 1/2- 13 5/16- e J �. •••••• 5'LM. MAX. •••• • • MEAD/SILL m v HEAWSILL TP. O • • •••••• • • _MTG.STILE 0000 n ••• II 11 II E2 it F ii II F o B 8 1 6 II / ii 6 / v d II II •N �2 n V I II 11 ® --,r--- -�' - - 9 11 I I > ii II II rn �� v II II gm X, >� ��'uCJdSF'•'�J � PRODUCT REVISED / as colnP%I.x with ths•Fl-ldm e FALSE MUNBNS - BYIldlllg Colo (SURFACE APPLIED) 24 1/2' 49 5/8- PAOA-Mo. 15-0929.13 OPTIONALD.L.OPG. Explratlon 0t 09/22/2020q y i0• ATE OF < EraSwi�nlg qm. VENT WIDTH ®Y MAY 1 1 9201 1 FIN FRAME mi..a Product ontro! /AAII l 1111\ sheell.t oT 11 DESIGN MAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF M (XO OR Ox SIZES) (XO OR Ox SIZES) 0 STD.HTG,RAIL H.D.11T0.RAH, SID.M.RAIL H.D.HTO.1L41L H.D.1lTY!.RA1T. GLASS TYPES CLASS Y'TPSB CLASS TYPY4 GIAS9 Tirpis GLASS TM ®� h p J FLANGE DIMS. BUCK DINS. "A'k'11',b'k'Bl' 1'k'el' FLANGE DIMS. BUCK DIMS. 'A'k'Al'.TWIll' '8'!r WIDTH HEIGHT WIDTH HEIGHT EXL(+) IM.(-) EXT.(+) IM.(-) WIDTH HEIGHT WIDYH HEIGHT FM.(+) IM.(-) EXf.(+) INT.(-) EXT.(+) NT.(-) y Z a r O 26-1/2" •• 25-1/2' 65.0 65.0 80.0 90.0 55-3/4' 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 37' • 0 36" 24 65.0 65.0 80.0 90.0 8-15/18 26' 7-15/16 25' 65.0 55.0 80.0 90.0 65.0 65.0 •• i3�1/8" /8" • 55.0 80.0 90.0 83-1/2' 82-1/2' 65.0 65.0 80.0 90.0 65.0• 65.0 p LL • A/4' T" • 65.0 65.0 BO.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 Q 0•• &1/2" • -/2" • 65.. 65.0 80.0 90.0 8-15/16 38-3/8' 7-15/16 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 V�ut Ac�111 • 37' all-3 8' 36' 37_ 65.61 65.0 1!0.0 90.0 83-1/2" 82-1/2" 65.0 65.0 80.0 90.0 65.0 65.0 p IX • 53-1/8' /• 52-1/8' ; 65.0 80.0 90.0 55-3/4' 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 ®f 000 ••4' • On' • 66.0 65.0 80.0 90.0 8-15/16 5D-5/8' 7-15/16 49-5/8' - - - 65.o ss.o �0 �'o •• je 1/2" ••• -1/2" •• 6. 65.0 80.0 90.0 83-1/2" 82-1/2" g6 • 37' S0-5/Q 36' 49_5/ 65.0 65.0 80.0 90.0 55-3/4' 54-3/4" 65.0 65.0 80.0 90.0 55.0 65.0 �' •• 1/8' .T0 /8" •a• 65.0 80.0 90.0 8-15/16 63" 7-15/16 62''-•• - - - - 65.0 65.0 7� g j • I4" •• 073' • 066.0 65.0 80.0 90.0 83-1/2' 82-1/2" - - - - 65.0 65.0 0• �01/2' • 25-1/2' •• 6. 65.0 80.0 90.0 �_ 37' 63, 36' 6 65.0 65.0 80.0 90.0 ••• X31.1/6' 152-1/B" • 041.E 65.0 80.0 90.0 O 1 • ••• •• 74' 80.0 90.0 •• • • • (1/3w) (2/3W) - n ••• •• 0000 • • �" G sgT 0 v^� 0••• • , 0 aLLJ (1/2W) (1/2W) 4 c G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 0�n A 1n 04 e M 'XO OR OX' 0 "1 n V 3 a OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH o R 'XO OR OX' a O Ye"TW. BUCK DSAS Ye"TYP. BUCK DIMS BUCK OATS 3 oa FLANGE FRAME fJAL LEG FRAME FLANGE ADAPTOR FRAME 71 FLANGE DIMS �f FLANGE DIMS Vs FLANGE & FLANGE ADAPTOR FRAME ri . ;aSeoe� EQUAL LEG FRAME spa$ LO V D V V C 12 ,11�11n11 j�• GENBg'•.;V as compica REVISED the Fl ; .7 2 >a 3 Aff as eomp0 ng with 41e•Florida NOTE: BOA-Ng.od0 _lY C• fit= o $ .,t GLASS CAPACITIES ON THIS'SHEET ARE �OOi F0�928•�3 E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 09/22/2020 e� ATE OF :• : d.-awing no. AND FLORIDA BUILDING COMMISSION j ' ORSDt.•' \�` STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 Mjam 9 Product Control '�N� � 1 2016 ����S'IQMftI ��� W1 Q-1 r,"/N711111111 sheet 2 0(11 I DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACrrY- PSF - (XOX SIZES) (XOX SIZES) o STD.MTO.RAIL H.D.MTG.RAIL SSD.HSG.RAH. H.D.MTO.RAIL H.D.TTG.HAIL � CESS TYPES CLASS TYPES CLASS TYPES GLASS TYPES CUSS TYPES a 3 8 A'1' EA'Bl' A'Cl'PLANCR DIMS. BUCK DIMS. Ak'Al','BABY' 1AY WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIOMHEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) uii �1 3 74' • 73" 65.0 65.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90.0 65.0 65.0 0 O�'Q 0 108-1/4' 16' 105-1/4' 25" 65.0 65.0 80,0 90.0 106-1/4' 26' 105-1/4' 25' 65.0 65.0 80.0 80.0 65.0 65.0 • •• 111' •• 110" a 0 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 65.0 65.0 • 4 74' 73' 0 •65.0 65.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90.0 65.0 65.0 N PI •• •• 106-1/4 tj3� 05-1/4' 37-3/8" 65.0 65.0 60.0 90.0 106-1/4' 38-3/8" 105-1/4' 37-3/8" 65.0 65.0 80.0 90.0 65.0 65.0 0 914 • 11 I' 110' 9 a •65.0 65.0 60.0 90.0 111' 110' 65.0 65.0 80.0 90.0 65.0 65.0 •• 74" • 73" •••• 65.0 65.0 60.0 90.0 74' 73' 65.0 65.0 80.0 90.0 65.0 65.tl d! ••••• 106-1/4' 50,5" 05-1/4" 4�y8' •65.0 65.0 80.0 90.0 106-1/4" 50-5/8" 105-1/4' 49-5/8" - 65.05 QQGg9fffjjj $N ••••• 111' • 110" • • 65.0 65.0 80.0 90.0 111' 110' - - - - 65.0 85.0 - • • 74' 73" 65.0 65.0 80.0 90.0 74' 73" 65.0 65.0 80.0 90A 65.0 65.0 1 _yCCS g gi •••••106-1/4" •S3•• 10.5-1/4'•�i1•'• 61.8 61.6 80.0 90.0 106-1/4' 63" 105-1/4' 62' - - - - 65.0 65.0 a Y {u • • 111" lease 110" •• 60.0 60.0 80.0 90.0 111' 110' - - - 65.0 65.0 W F ••a•a• • � N U •••••a• •a•• 0 ,� a•••••) (I w) (I/3W) (1/SW) (1/4W) (1/2W) Q La C if % a 1 a cN O m OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 3 n "XOX' xOX, o 1f"M. BUCK DIMS 14'NP. BUCK DIMS BUCK DIMS a FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME 2 FLANGE DIMS I I FLANGE DIMS _I o v Y FLANGE & FLANGE ADAPTOR FRAME KIM EQUAL LEG FRAME tjo I `31111 1 Y,,, O Es �,p AHA��._,, o _ PRODUCT REVISED 0592 as comp)yIn®wIlh the Florida '" Y NOTE: Building Code _ i� - X GLASS CAPACITIES ON THIS SHEET ARE NOA-No.___i5-0929.13 E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ExpiratlonDate0912212020 ,O ATE OF '. � drawing no. AND FLORIDA BUILDING COMMISSION °CORtD►:' STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 Br I4AY 1 12011 ,,sso ��?��� W10-18 _. -W- 8T1am1-O a roduct Control 4q®INAI 1�p` sheetQ,lof 11 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY -PSF (XO OR OX SIZES) (XO OR OX SIZES) o STD.MTG.RAIL B.D.MTC.RAIL SID.MTG.RAIL H.D.MTC.RAM D.D.MTC.RAIL a m 3 GUSS 7YPES CUSS TYPES GLASS TYPES Cuss TYPES GUSS TYPES ® h � BUCK DIMS. 'A'A'Al',TV01' 'B'k'BI' BUCK DIMS. 'A'k'AV,'B•k'EI' 'E'k'BI' 'C k'CI' WIDTH HEIGHT EKi.(+) IM.(-) EKY.(+) IM.(-) 1RK)TF7 HEIGHT EXT.(+) IM.(-) EXT.(+) IM.(-) EXT.(+) IM.(-) 2 'Z 6 g 2;,/2' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 60.0 80.0 6510 65A �®•IL V •36-0 6510 65.0 80.0 80.0 7-15/18 25' 65.0 65.0 80.0 8010 65A 65.0 •• Re: 51-1/8•• 71�s A 0 80.0 80.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 O �, • • 73' • 650 6510 60.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 0('j ••• •• 2 • .0 6 0 80.0 80.0 7-15/16 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 p � • W. •6.0• 6180 80.0 80.0 82-1/2' 65.0 65.0 80.0 80.0 65.0 65.0 /<7 $ • 52-1)A' 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 O O rQ 0•• •0 731 0 0• 650.0 iso 8010 80.0 7-15/16 49-5/8' - - - - 65.0 65.0ao7 ]rvC 25-1/2• 650 80.0 80.0 82-1/2' - - - - 65.0 65.0 LL fri •• 00 0000 0 36' 49-5/8' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 65.0 65.0 JI O O S e• 0 0 5:JI�••• 65%• %s o 80.0 80.0 7-15/16 62' - - - - 65.0 65.0 @ z 114 QQ 0 • 031•• 650• X5.0 80.0 80.0 82-1/2' - - - - 55.0 65.0 *00 •• 25-1/2' 65.0 65.0 80.0 80.0 0 • 36'r 65.0• 65.0 80.0 80.0 y m ••0 0• 52-1/8' •621, !Se• 4b�0 80.0 80.0 C •0 ••}0 • .2 0.2 80.0 50.0 (1/3W) (2/3W) • • • • ' ••• •• 0000• •_• 000 W (1/2W) (1/� S. G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH O x o W NP XO OR OX' ; to n 03 OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH Z 'XO OR OX' c o�� O BUCK DIMS e E ti ,73 $ FIN FRAME v a FIN FRAME 0 a Via+ y'•'�CSNgF'•., � � = - o PRODUCT REVISED as eompBying wH41 the Florida _ i j;• Build,.. Code GLASS CAPACITIES ON THIS SHEET ARE ►AOA-No. q5 4925.13 = $ a 5 E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) Expiration Date 092212020 STATE OF /•�(/� drawing no: AND FLORIDA BUILDING COMMISSION MAY 1 1 2C� moa+oP.•' ��` Wi 07-18 STD, MTG. RAIL: H.D. MIG, RAIL: DECLARATORY STATEMENT OCA05-DEC-219 MI ���SS'/ M1am ®product Control • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) (XOX SIZES) SID.XTG.BAIL H.D.MTG.RAIL Snl,WWW RAH. H.D.HTG.RAIL H.D.MSG.RAH. Z GLASS 7YPffi CLiS3 TYPES CLASS TYPES C1A93 TYPES GLASS TYPES b � BUCK DIMS. TWA1'.V11,11' b'k'81' BUCK DIMS. 'A 11'.W011' V k bl' 'C'!'CI' ® [54' HEIGHT EXT.(+) INT.(-) EXT.(+) OTT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXr.(+) INT.(-) EXT.(+) INT.(-) } n 2 • • 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 Q po� 0 • • ' X56• 65.0 85 80-0 80.0 105-1/4' 25" 65.0 65.0 80.0 80.0 65.0 65.0 � jig ••• •• 65,0 EA 60.0 80.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 m p t • • 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 Q y n • •••0 {� ••• !• 4 J7-3/B• 65.0 65.0 BOA 80.0 105-1/4" 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 •• 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 ®$ O • 65.0 65.0 80A 80.0 73" 85.0 65.0 80.0 80.0 65.0 85.0 6 *see*: 4' ���✓� 65.0 80.0 80.0 105-1/4" 49-5/8' - - - - 65.0 65.0 Q a amQ pppppp N •• • •• 65.0 00 050• 80.0 80.0 110" - - - - 65.0 65.0 Z a j 9 ••• •• ••• 65.0 60.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 J ' 6Z"• 61.6• 61.6 80.0 80.0 105-1/4 62" - - - - 65.0 65.0 1 1 a€ f i• •• ••• 60.0 • 80.0 80.0 65.0 63.0 ` 10 • • • 00000 0 _ 11 •' S N ••• •• • 0000•• . l) 'A • 000090 C I • (i/3w) (1/3W) (1/3W) (V< (1/2W) (1/4W) _ 0 •rf• C3 w 1 g 0 T�A`1 0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIOTH "-1O R^ O r1 h -0 3 'XOX' XOX' d 2i U� O BOCK DIMS o IE� FIN FRAME V O o FIN FRAME � B 00 PRODUCT REVISED as complPin®with th•Florida 70592 a IS I'S Cor!• tp- GLASS CAPACITIES ON THIS SHEET ARE NpA-No. 154928.73 - 3 E4 E4 BASED ON ASTM £1300-09 (3 SEC. GUSTS) Expiration Date 09/2212020 .�•y OF :' drowingo no. AND FLORIDA BUILDING COMMISSION '%(� '•.,•,••!D*•a�� S'eD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 Mlarni-D •'ProductCon Control 14AY '. ' Cq 016liQ�At+ rill 11111 sheet3.tof 11 1/8'ANN.GLASS 1/8"HEAT STREWD CLASS 075'Interlayer .075"Interlayer �$ •dX Safbx CP With PET Core Sane.CP With PET Caro ,® By'Eastman Chemical Co.' By'Eastman Chemical Co.' Ro OR •• .090"Interlayer 090'Interlayer 4WID ' STREWD GLASS • • • •• Sonex Clear And Color Glasa Soft-Clecr And Color Glass �.j •• ••• By'l drria�Qr�mical Co.' By'Eastman Chemical Co.' It a • • • OR 0 OR Inlerlayer W G •••• • 090"1 erloyer .090'Interloyer CP With PET Cure •• ••• • • Sent las Sentrypas astman Chemical Co' S d • BY'ryrar� Amf ca,Inc: %f'Kuraroy America. Inc. fu yl • • OR ••• • OR Interlayer C • 090 Interiay�r 090'Interioyer las •••••• ••• Kuroro�%ia.J%PVB Kuraroy 8utacite PVB ray America,Inc. S d • By'prorayaAmerica•Inc.' By'Kuraray America.Inc.' ' $ •••:•• •••• {s/�• ��S 1/8'HEAT STREN'D GLASS /8'HEAT STREN'0 CLASS A{� 0000• a' 0000 0000 a: yIL � e • • SILICON! SILICONE SILICONE a 9 a ••• •• i •••• a OEO"Wo = m GE 1200 iGE 1200 , DOW CORNING 899 DOW CORNING 899DOW CORNING 899 Z • • - • M1 •t0•'CANING 995 \ MI OOW CORNING 995 \ DOW CORNING 995 Z m J ••• •0 • 0000 W0f �I • O • • • it • •• - ! a • • • a•• •• 00 • • o e W' • K Ell j C L AT 1/4 POINTS ON LITES AT 1/4 POINTS ON t1TE5 /4 POINTS ON LYES N m 14 MT WIDER THAN 36" 444111 M7 WIOER THAN 36" R THAN 36" DO M GLASS TYPE 'A' GLASS TYPa 'B' GLASS TYPE 'C' O w 5/16"NOMINAL LAM.GLASS 5/16'NOMINAL LAM.GLASS 5/16"NOMINAL LAM.GLASS C N 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS $ O N M I 075'Interlayer 075'Interlayer Sanex CP With PET Care Saner CP With PET Core C Z aL By'Eastman Chemical Co.' By'Eastman Chemical Cc: OR OR _O_ 090'Interlayer 090'Interlayer 1/8"HEAT STREN'D GLASS H U O Sane.Clear And Color Glass Sonex Clear And Color Glass U By'Footman Chemical Co: By'Eastman Chemical Go: OR OR .075'interlayer 1/4'NR SPACE 090"Interlayer 1/4"AIR SPACE 090"Interlayer 1/4'AIR SPACE Sanex CP With PET Coro Sentrypoa SentryClas - By 'Eastman Chemicol Co. By'Kuraroy America.Inc.' By'Kuraroy America,Inc.' OR 1/8'ANN.CLASS OR OR .090'Interlcyer 090'Interloyer 1/8"HEAT STREWD CUSS 090"Interlayer 1/8"HEAT SfREN'D GLASS SentryGlos r i 9 q Kuraray Butadte PV8 Kuraroy Butte PVB By'Kuroroy America.Inc.' o' a By'Kuroray America,Inc.' By'Kuramy America,Inc. o Q r 15 S g5 1/8'ANN. CLASS 1/8'HEAT STREWD GLASS 1/8'HEAT STREN'D GLASS PRODUCT REVISED pp as complying with the Florida i F ''' SILICONE Building Coda SILICONE t SILICONE Nos-xa. 15-®g28.13 i m CE 1200 i® CE 1200 ?N DOWGE 200 CORNING 899 3 rn DOW CORNING 899 DOW CORNING 899 g Expiration Date 0912212020 .. N DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 o- - O Nl \ MI \V M7 � Br XL EDGE SPACER XL EDGE SPACER XL EDGE SPACER Nilami- ds Pro ue on ro S E S ST.STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' ST. STEEL BY'CARDINAL' a a OR OR OR \11NU flag M OURASEAL BY'QUANEX' a OURASEAL BY'QUANEX' d. DURASEAL BY'QUANEX' `\\ �{�1 AH 0 OR 0 OR 0 OR ......... m 1 W E9 SUPER SPACER BY'QUANEW W E9 SUPER SPACER BY'QUANEX' W E9 SUPER SPACER BY'QUANEX' �: :. '• n W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES N7 AT 1/4 POINTS ALL SIZES GLASS TYPE'Al' GT.A53 TYPE.'Bl' GLASS TYPE 'Cl' 1 0.70'OVERALL INSUL.LAM.CUSS 0.70'OVERALL INSUL Llai.GLASS 0.70'OVERALL iNSUL LAM.GLASS gT QF ::' ` drowing no. (S.M.I.) 14AY q 1 120 pie R�ON,' ���� W1Q-18 IN ORDER TO OUALITY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF CLASS TYPE'A7','81'&'CI' MUST BE TEMPERED. VVry��IALI 1\\` sheet 4 Of 11 ANCHORS SEE E�IEV. STRUCTURE FLANGE & FLANGE ADAPTOR FRAME 16Y FOR SPACING o WOOD BUCK Y... I TYPICAL ANCHORS x o .. SEE ELEV. -�po G " e�f ' EDGE DIST. FOR SPACING m v Fr------------------- 0 w!m # E,� .� • - x x o . jI MIAMI-fY1DE COUNTY APPROVED 1� ®k q •• ff i.-`..`... ,• • • rn EDGE DIST. SEESEPARATENO4 ANCHORS 2 n • :- „.:...... • • • z$ IST. \'^ �1 EDGE DIST. I1 V I .. .•• - '' O O r - - - G �+ lt • ®a � 1 EE�ANCHORS N C 7 C ••••• • •: I •.. I TYPICAL ANCHORS • SEE ELEV. • • •••• 1 FOR SPACING 'FOR SPACING • • •••• Ogg ••••• I iamg� • • • • •••• p s a/e—'MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. • I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • a a • a N •• AND TRANSFER THEM TO THE BUILDING STRUCTURE. • . �```� h I C 1 • • F`[k \ TYPICAI, ANCHORS: SEE ELEV.FOR SPACING N 2-3/6'MIN. � N 1/4' DIA. ULTRACON BY 'ELCO' (1e=177 KSI,1,111 KSI) � INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a pO w a 0 `�\ 1-1/2" MIN. PENETRATION INTO WOOD u �� V n o a 1� C J -----> THRU 18Y BUCKS INTO CONC. OR MASONRY p=a o o % 1-1/4•' MIN. EMBED INTO CONC. OR MASONRY 0 _ 1 p WHEN USED THE NTN.WOOD DUCK N N a x 0. DEPTH SWYL BE W.THE USE OF DIRECTLY INTO CONC. OR MASONRY � p ">n x DEEPEROR DEVETED WOODBUCKS IS U 3 O1 W PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY �ZLL m I m 014 SMIS OR SELF DRILLING ING S REl4S (F-74 KSI.FY-58 KSI C)='� W " INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/8") U o W `i 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) PRODUCT REVISED ttPICAL EDGE DISTANCE °S€8 + as com 1 Ing with the Florida t E7 1 ' a hi no Code INTO CONCRETE AND MASONRY r 2-1/2" MIN. c 5. 1 NOA-No. 15-()929.13 INTO WOOD STRUCTURE = 1" MIN. a 10 Expiration Date 08122!2020 INTO METAL STRUCTURE 3/4" MIN. ! a S W2-/ ' I M9 I ary WOOD AT HEAD.SILL OR JAMBS SC - 0.55 MIN, Mtam- a not ontrol CONCRETE AT HEAD. SILL OR JAMBS f'c - 3000 PSI MIN. ji Wi I 1 i 1 C-90 HOLLOW/FILLEO NORMAL WEIGHT BLOCK AT JAMBS Vm 2000 PSI MIN c12 `g d 1 I w 5388 BEEPHOLES: O W3 g ( O 1t1i11 Q W1 = 1/4" K 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH END WITH PLASTIC COVER `����QS�.AHM��ia •� W2 = 1/8" X 1/2" WEEP SLAT AT 3-1/8" FROM EACH END �P•• OEM '• a: W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END EDGE IST.v \�! .,d„ ..•a •�•z, a \ilii _ _ 8 i ° ^ TYPICAL ANCHORS TYPICAL ANCHORS /qtr + q q`® '. OF A drawing no. •. 1gY . SEE LZEV. ' I SEE ELEV. l�idil 7 L0 I�� '••••ORO—' ®? w 1 V—1 F; WOOD BUCK FOR SPACING FOR SPACING } 1`I'/`ICIIIpN sheet 5 of 11 FLANGE & FLANGE ADAPTOR FRAME I/a'MAX. BUCK WIDTH 1/a'1AAX• o SHIMS SHIMS a ; TYPICAL.�HO•�•• VENT WIDTH ANT MOTH FLANGE ADAPTOR FRAME 0� q -' • • SEE ELS. M ••••TOR SPACING • •• O O 1/2-TP. Q IL ki S • g°t Y •• • - - - 1 1/2 a r4 rFFg N pl __ • aaIt e g ••• •1 1�a,: • WOOD g X � • i.r.scREENsepPnoNA1 -•_. - .._.. ._.._.._.._.._.._.._..� It wooD srRuctTl • •a • •••• -- Q 000 0 • • -'- wooD euc•s ••• •• • •00000 XOX LAYOUT EXTERIOR TYPICAL ANCHORS O • •"• •• D.L OPG. SEE ELEV. _ • ,*: • • •• FOR SPACING • • • • l N 000 • -;.;•. •• • • MIAIII-ME COUNTY •� U m • APPROVED MULLION •••• k MULUON ANCHORS SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH N Vl O ALTERNATE E3 l O 3 OPTIONAL TO F� c� � p w r T 2 SPRING LOCK C II II � 11 �� r I I NM in 0 '-j L+-� .-.. I I I ................................... ._.._.._.._.._.._.._.._.._.._.._.. V'- -_ L Eb TYPICAL ANCHORS SEE ELEV.FOR SPACING 1/4'MAX. BUCK WIDTH T/a'MAX• O y SHIM SHIMS 0 o W 1 VENT WIDTH TYPICAL ANCHORS O 1 O OTYPICALZ o.�'$$i E SEE ELEV. 1 SEEEANCHORS E ELEV. FOR SPACING 1 FOR SPACING v INTALLATION DETAILS SHOWN ON PAGES S •^1- AND 6 APPLY TO BOTH FLANGE FRAME AND `o o g o a m o r_ /4!-' - FLANGE ADAPTOR FRAMES. METAL ii - \111111111/r/ STRUCTURE II \\\\ , q,/i�j�' o -•-- -S EENS OPTIDNAL .._.._.. -_: _._ �� .-• PRODUCT EVISYSEDorld• - N. 2as 3 �' E8 1BY Building Codi _ L ES EXTERIOR WOOD BUCKS N°A-No. 95-0929.13 .0.. 1 XO LAYOUT D.l.OPG. v i'xplreYlon Dee 0912212020 ®• OF -�ff/tfl�� Browing no. Miami-"db Product ontro9 �Y 1111111 7111 sheet 6 of 1 1 METAL TSYEPE 0"ANCHORS LSTRUCTIMIR,E EQUAL LEG FRAME - 16Y FOR SPACING w WOOD BUCK • ..•y..: 1 .. TYPICAL ANCHORS -------------------- SEE --- -- -� ELEV. m I r________ T I 3 •i0• .d�.• ' a EDGE'DIST." FOR SPACING p3p� I�MIAMI-RADE COUNTY APPROVED �I g a • 3 , MULLION&MULLION ANCHORS II ®k q • .:.• - a - i 3 DGE I I SEE SEPARATE NOA I I Sq 004• '� '^ \ m I I EDGE 11 .gDIST. I It a I 11 II ------ 41a • • EJ w \ to W ••••• 0000 7• TYPICAL ANCHORS�jpTYPICAL ANCHORS ®6 O G • • 00000 •••• • I ,. SEE ELEV. FFOR SPG ®� 000000 • I FOR SPACING 4 n • • • 1 :, 6 •••0•• EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY J v 0- • • QWNfF •• • INTO W000, CONCRETE OR METAL STRUCTURES ••• •• • • • TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. • •• w•• SEE ELEV. _ • • • FOR SF NG • • • 2 3/B'MIN. a ••• •• •w•• • - S/<+MAX. WIDTHU o • • 0000 SHIMS 1 v C a 19 0 n 1 2-3/�8+MIN.. O W o v to n N i . ----- R C _M n -' ,..I W WHEN USED THE MIN.WOOD BUCK g C Z L-2 T• o DEPTH SHALL BE 2)6 THE USE OF w 1 DEEPER OR BEVELED WOODBUCKS 6 MIAMI-DADS COUNTY 3 p W H PEHUITTEO. APPROVED MULLION "' o k MUl.UON ANCHORS E8 SEE SEPARATE NOA U m 0 BUCK WIDTH BUCK WIDTH O TYPICAL ANCHORS , SEE ELEV.FOR SPACING _ It11 1 i y f 1 11 ppb'3�CgR„ 1 I• 1 E7 i- 1 �I a - _ __ uSF uS it W2 I MI) I 1 I WM3 0 1 ---J A W3 l � ��uo il LX B 1 11 E2 \usi ```11�1(1�11I AIS/// ��..•'•ENS•, PRODUCT REVISED d G as GOmplylWifh the Florida _ 05920592is Budd...Q�• g a r._ y s y NOAI No. 15-0929.13 EDGE TMST. • :P \h -'4 .n .�z :8 TYPICAL ANCHORS Expiration Dots,09122/2020 ATE OF drowing v no. •� ••. TYPICAL AACFIORS- - ;5 1 SEE ELEV. Y �(`••:!A,toR10►•. �\°c W l 1 0—.f 1 8 1B! SEE ELEV. FOR SPACING Miami Product Control 14AY t t 2 %ss WOOD BUCK .FOR SPACING � sheet 7 of 91 .- RS ILLUSTRATIVE DRS.ONLY �a FIN FRAME NOT BY CGI.FINISHES FOR SPACING of 0 3 11 2' N • • • • _ • •1.E�• • • TYPICAL ANCHORS: SEE ELEV.FOR SPACING ®chi v ��IS •••••• • #8 SMS (Fu=74 KSI MIN.) • i• AZ • z • 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES p ••• •• •• • • BACKBEDp IJ d t-1/2" MIN. PENETRATION INTO WOOD ®� E• • 1• CAULKING O ••• •• •• E7 9 -1 008,00 •••• • • 0 • e :00 i haw_ • • • •• I ••• •• • • •• aW01^g • ••••• U • a •000 00 6*00 • • • + N •••• � N n Ori !. O uiu i WOOD STRUCTURE 1/4'MAX. BUCK WIDTH 1/4'MAX, w �. o NOT BY CGI GM GAP -0 o -3 a' 1/2'MIN. 1/2'MIN. •,,j,� 0 0 -00 3 W p c z' E2 1 30-9 o�v - W U�� � 1 BACKBEO CAULKING I r it u --- 1 '' --•-SCREENS OPT. - Il t e�222 W2 I M9 E6 i HOUSE WRAP .. 1 NOT BY CGI W1 EXTERIOR `e - 's MSEEELEV. CAULKINGPRODU!CT RFVISED HOUSE WRAPa' as compBgng wi4h the Flarlda - 92NOT BY CGI i 3 BuIlding °dOA-No. 15-0929.13Expiration Date 0912212020Ry is%1 1 1 25P , '• '�oR191''.:_�.` l�l'�o— CT FOR SPACING Klsm a 7-duct contra �'SS�QNA11.ItT��`A�` (sheet 8.ot 9 5 _ REM PART/ QUANTITY DESCRIPTION MATERIAL MANY./SUPPLER/RFd1ARKS �4d! cOi El CGF600 FRAME JAMB O FIXED GLASS 6063-T6 CCI EXTRUDER d_ E CT i 1 - FRAME SILL 6063-T6 CGI EXTRUDER •• E& C6I-102 ME HEAD 6063-T6 CGI EXTRUDER h • • - • MEETING RAIL J CGI-103 6063-T6 CGI EXTRUDER " < •• •Ei C -0 - K RAIL 6063-76 CGI EXTRUDERIL N a. • E6 CQ_105 -• • #MOLE RAIL 6063-T6 CGI EXTRUDER cOLVN • E7 CGI-1 - SASH RAIL 6063-T6 CCI EXTRUDER N 004 •L% CCI-1N•4 • - •• •4p/16'GLAZING BEAD 6063-75 CGI EXTRUDER p -• • 0.700'GLAZING BEAD 6063-T5 CGI DMUDER ®t N •• ETD CGI-109 - FRONT FLANGE ADAPTOR 6063-76 CGI EXTRUDER C�4 • 1 _ _ •••• NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER 2 QyQy • E•2 CGI-4 45•4 - FRAME JAMS O FIXED GLASS 6063-T6 CGI EXTRUDER N ib ••• 3 CGI�1,3. - TF FRAME HEAD 6063-76 CCI EXTRUDER 2 Oxy • "�m�� Ei4 CGI - FRAME JAMB 6063-T6 CGI EXTRUDER ••• 5 CCI -00690 1'MUNTIN 6053-T5 GGI E](fRUDER pp • fi063-T6 CCI EXTRUDER • Et6 CGI-♦41 - 2.5'MULLION W r • E17 CCI-605 -• • SCREEN FRAME 6063-T5 CGI EXTRUDER ••• EIS -1 4 - Slll SNAP IN 6063-TG CGI EXTRUDER E19 CGI.149• - SILL FILLER 6063-T6 CGI EXTRUDER ; E20CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CC1-117 - NO LOCK RAIL 6063-T6 CGI EXTRUDER O h E22 CG1-138 - TF FRAME SILL 6063-T6 CGI EXTRUOER iO E23 CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER p0LU M1 CGI-382V - GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) P VC P = D i M2 CGI-111 - SCREW COVER(OPTIONAL) M3 CGI-112 3'O ANCHORS EQUAL LEG COVER/SHIM PVC M4 - 0.700'%0.041Y BEAD GE1200 SILICONE SILICONE GE j 3 N M e MS 0.700'%0.040"BEAD DOW 995 'SILICONE DOW `4-' 0 M^ M6 0.700'X 0.040'READ DOW 899 SILICONE DOW d 3 J» M7 - 2/LITE SETTING BLOCK EPOM OUROMETER 8035 SHORE A e o- N8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. M9 684 ROLLER TRACK PVC V o M10 CCI-128 2 PER SASH ROLLER HOUSING NYLON - M11 W2320ING PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGMESS LOCK ALUM. SULLIVAN M13 CCI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M r'I M14 391-N 1 PER SASH ANTIUFT BLOCK ON M&M . 31 M15 OPTIONAL RETICULATED FOAM 30 PPI M16 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUN. o M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUN. as ECT RElF6.''s�� 8 M18 CGI-132 2PER WD.2" SASH STOP PVC PROTOTYPE as mom, n wikh t`e Florida o b o 006 GGG 8xitd3ag Codi z g q MIS CGI-111 O FR.HEAD SCREW COVER PVC PROTOTYPE TdOA-No. 95-0929.:$ M20 CGI-125 2PER SASH SASH CAM(B/T BALANCE) NYLON M&M Expiration oats 09122/2020 Y „ N22 - VARIES HI-FLT WEEP COVERS PVC AME58URY OR EQUN 0Y 0 o S o o a 8 Wile Product oatrol m S2 - 2 OR 3 PER CORNER / 10 X 1 1/4'I.G.PHL PH.SMS. ST/ST.ASSEMBLY SCREW - - RN8 S 8 8 `gu S3 - 1 1/4'EMBED. f 8 X 1 1/2'LG.PHIL PH.SMS. FIN ANCHOR SCREW - - `VYV1t\11111 T1 7jV' o S4 - 4 PER WD. {6 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW - - ��` S5 2PER WD. 18% 1'LG.M SMS. ST/ST.SPIRAL B.ASSEMBLY - - P.,•"�'•., 7i i 1 S6 - /6 X 1/2'I.G.FH.SMS.O CCI-133 &CAM LOCK - - SB - 4 ON.RAIL a 10 X 4'LG.PHI.PH.SMS. ST/ST.ASSEMBLY MEETING RAIL S9 2 PER ANTILIFT 1 10 X 5/8'I.G.PHIL.PH.SMS. 5T/ST.IWDLIFT SCREW 6 YE OF �•kf� drowing no. I4AY 1 1201:;O-0 , 1Rnpp .. ` W 10-18 Q...J.,��`. �TT 11�11LAj LLII VA` sheet Q 01 1 9 i 2.440 2.440----y 113 2. .065 • r ••• • • tots ,7 - typ, .705 .oso IYP. 0 ro ••••• • • 1.550 1.680 • T.101 • 18701 1.301 864 .864 F " a •• 065 1-601 •065 1 ••• .648 • •7YP. • 2646 TlP. 1.220 F1.007 o •• • • .050 Ee 5/16" GLAZING BEAD O .700" GLAZING BEAD o `�-5 •••• i .065 1.395 • ••• • •• 1.155 •• • 1.1`55` nP' i.449 G ' •• •• •••• • 1.5 .745 Egg E11 NAIL FIN ADAPTER 1.395 N «5• 1.015 • 2 ttqq •• • ••• E3 E4 L -•180 293 W FIl1�IG�E HEAD FLUSH FRAME HEAD O MEETING RAIL -1.406 050 080 y • •••• ••• •0�` fIL1.413 0yl ••• •• 1.0151- 1.015 1.788 IMP a:* •0090 0 065 B Mi ••• • 1.140 •••• • 1.140 TTP. �°ails • •• •. LrG��-t 2 Y64 -7 IJ3 FLUSH FRAME COVER N2 SCREW COVER :es j �r,J 1.255 W f • • • • 111 • • • 1.015 1.220 U 080 • �' m 4.430 •tt�P. 3.930 .065 2.865 3.185 �• 1.043 3.665 2,855 C ES LOCK RAIL E19. SILL FILLER O 1.788 w 1.450 .180 In I----2.440 r� 4 O o 2.440---J .550 .050 ;N n 2.310 .+ 3t M n E22 FLANGE FRAME SILL E2 FLUSH FRAME SILL 1 815 .065 o 3 n TYP. 1.220 Z tL„ p2.7372.737 �3 FLANGE ADAPTOR 1.043 a 085 865 O U 0P. 065 TYP. E21 ALT. LOCK RAIL O 2.505 2.613 2.505 2.613 e892 .065 o 1.000 .991 .991 13.237 2.737 1.015 u z g z piFLANGE FRAME JAMB (MOVING) -8FLUSH FRAME JAMB (MOVING) o=W o h e .811 � .611 N o 8 e e a s • O8�E8 E6 HANDLE RAIL \1111Nry O *145 2.505 .065 TYP. 2505 .065 TTP. PRODUCT REVISED � c 1.015 1.015 5 ae complying with the Florida 7 Building Codi 7 l'f!7 e S v OA-No. 15-0929.13 1.000 soo Expiration Oate 09/22/2020 ATE OF �•({/�� drawing no. 1.745 1.245 9-y 14AY 1 1 �� 9FFla _ ae roduet onteai 7s 'O-AL,\ EiT FLANGE FRAME JAMS (FIXED) FLUSH FRAME JAMB (FIXED) O SASH RAIL 7ld/Till\\\\\ 6 sheet{Qoi'j � o .. a • . / m 3 •• ff• Z •••••t •: ••• • • • • j� 52 �d �6 0 •s ••• ••• • • day e CF.• • • • • •• 4zw • • • W g F • • • O 4@00 ease •••• �I Nnn ` U N FRAME TOP CORNER VENT TOA/BOTTOM CORNERS 52 0 W c %N� t0 o p 3 cZ�o 0 �RLLL h CC i6 tl a o¢g a¢ m o unl , FRAME BOTTOM CORNER PRODUCT REVISED � sa camptyia®with the Halide BuildingCoda se NoA-No. 15-0929.13 Expiration oats 0912212020By MID FIXED MTG. RAIL CORNER Nflmrn Product Conty¢ {°deq I 0 i �J� �,,s6/10 �A1, iii 1i1� sheat 11 of 11