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WS-13-2123 Sep 06 43 09: 26a p. 2 Miami Shores Village � Building Department E R i 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 °�. INSPECTION'S PHONE NUMBER:(305)762.4949 °® ° BUILDING Permit No. L PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING OWNER:Name(Fee Simple Titleholder): �� A/ LrM Phone#: Address: qW( j' LE43 Ave City: 100mi � State: Zip: l � Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: City: Miami Shores Countv: Miami Dade Zip: l�$ Folio/Parcel#:_ �f ��® ®�9 Is the Building Historically Designated:Yes NO Flood Zone: CONTRACTOR: Company Name: GEA14DUL Phone#: � �V013 - Address: G[ 4.? --- ,/ City: 1,4 State:_ �- Zip: Qualifier Name: o/ (J� f/ • Phone#• State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: DESIGNER: ArchitecuEngineer: Phone#: Value of Work for this Permit:S � � � Square/Linear Footage of Work: ho Type of Work: ElAddition ❑Alteration ONew 13Repair/Replace ❑Demolition Description of Work: 1LS7ML#77QQ IX4 Ik) d 1 r,52- . *,�*x,�,��e,�*xt�,r***,v,vrr*per*��r*�*�e,��*�*�r��rxFees�r*�r,r�r�er*,�,��r�r�*w�*�xa��:�e�vw�s�**,��r��ea��,��r,�•xw Submittal Fee S Permit Fee$ CCF S CO/CC$ Scanning Fee S Radon Fee S DBPR S Bond$ :Notary S Training/Education Fee$ Technology Fee S Double Fee S Structural Review$ TOTAL FEE NOW DUE S Sep DS -13 08: 26a P- 3 Bonding Company's Name(if applicable) Bonding Company's Address Cit 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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." Arotice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. t absence of such posted notice, the inspection will not be approved and a reinspection fee Ivill be charged. Sign p a Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this C� The foregoing' trument was acknowledged before me this�f day ofJl�"' ,20 r 3,by day of ,2013 by , who is.2ersonallto me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as id 'fication and who did take an oath. NOTARY PUBLIC: NOTAR UBLI Sign: Sign: Print: u n 1 T t JUMW OE1 IO Print: %wy Public-State of Floritfa My Commission Expir My Comm.ExpiresJon 13,2017 My Commission xP, ��,, MANUEL i r„M- o� vec COMMIseion#FF 013940 °r°. •"° Notary Public-State of Florida OPM TWO MOO Mob"Aso. +'”My Comm.Expires May 92307 APPROVED BY ' Plans Examiner Zoning ` Structural Review Clerk (Reviwd 07/10/07){Revised 06/10/2009)(Revised 3/15.09) • I NEW 50 90 30 FBEC38 Negadve Pressure 10%Corner Distance From Ground Floor to the ege O em9mpa on Apartment Location, 2keC.lem'SoGrtiod 8/14!2013 • 50.2 • 61.9 5 290 Wed 78th Road Hialeah,R-33014 Ph:(654)•226-SM-t 3081-888-810$ Few 1 308 1 888-sees. Fonda"Pressure 748-8378-898 SHUTTERS • 46,2 9 AN6ELO t4APOLITANO tJAPOLi H—n 9767 NE 13"MIAMI SHORES W.rin MIAMI SHORES C.0: 309.918.830 CONFIGURATION AS VIEWED FROM OUTSIDE LOOKING IN IIUIII Fa::: 8 W.I. • THE FIRE BU LD N ODE REQUIRE EGRESS BASED AIM DON SPEC ON THE COUNTY WHERE PROJECT WILL BE PERFORMED. arhu-Imm•Da•eAptlon Zam 4 or 8 PMdum 1"9A PA cure M..% e4 rrmm EGRESS SQFT REQUIRED PER COUNTY:MIAMI DAVE COUNTY•8.7 SQFT-BROWARDw 8J1 SOFT. eat wmm xdp: system DO Awcn "Maaaps Oaawado. OF"Zone PuUPo•• Negatim- Lary.orame0 x.4...• �t 8088991 r—cams P.W Tm stun etl.r ew.comp.4•a e.mnt a..naty anpa. T.ea Phw 0.a'SIaN L•ceUen rWN p..4 1 86 66 59LOW Femd WkA.- RECTA O Z4 Fullview NO Wte Pae4a Gear NO 3 $ 880.92 $ 2,642.78 2 37 51 s200005NgW HUg RECTA OX Z4 Fullcol NO Whhe PwAw cl.ar °YB"'B°'•'HBO"w''°'"' YES 1 $ 484.88 $ 484.88 3 37 39 S2a000 S1.2k trams RECTA OX 24 FullCol NO Whne Pawda YES 1 S 399.58 $ 399.88 tig 4 26 26 320000 S0gk Hug RECTA OX Z4 Fuliview NO Whhe P.wda Cl— °M`'a11B'18,;,ABtl'Pia'"""- YES 1 $ 187.08 $ 197.08 8 1 30 51 321000 Fhmd Wke... RECTA O Z4 FuUvlsw NO Wh9e Powder cle.. 'H1tl"P"a,��0'P'ro''°1A" NO 2 $ 295.741$ 891.48 $ $ $ $ $ $ $ $ $ $ 6 8 SUB TOTAL MATERAL CITY PERMrt $ 350.00 SHOP ORAWtNG - $ 350.00 sa6sp r•a Date: SPECIAL ENGINEERING $ - 01STALLATION $ 940.00 Ramiro Cara• I ` WOOD RACKS $ 277,99 Prkt am 64-turo Prkt nmw Sigrmnas OTHER: $ - OUTSIDE RESTORATION $ - 9481DE RESTORATION MaOWgppu•d bD.•ra ah•p 1'07 ttS4s�R' (!! ,Dar.[m Flo ACCEPTED BY: Data: HO (EQUIPMENT1 - �. ma `"� T -[_ '� .+c A.- x" z Waen�ueamer(eGatave+9gt19 � Pa ar (caoarau9l}t ify Ear4at a* Loca SALES TAX $ r3 Wholeealel ebl ogly Cusl'o u11 eQ tla¢Qij ,g�} NJU nIgyRtf p QPI r row, Baress� tom` t +� DrecouNT $ - y>ys ' 'i p ENE[3AC iNIPA 1�Yl RP�P9 ...f FS?RA INCORi �F1. row, ., m ;_ xu i.r . :`. .:�[: so...J lq.&Asian sip GRAND TOTAL Cu.t.:q•1+agn:asfto of T.ml-tvafa.! §IJ6P,Y`��''1 Fwar DEPOSIT $ 2.650.00 .: ¢!87'0 p�� PAS Q SRPO ��,r 31 wad Iak.prk.b m aslimatad prW,and moy a ndju•t•d 3f AMlir(aUi'8:K�r y{m M+I.Uati�l��'fgtBapr� R Z pod�'y+�DEP08(T UPON MATERULL DELNERY § 2.650.f� M I W^^fwavp a �z '!'HriiACRE?M�I,'6.NoTreIMRF�Q�IM 44iF-.` ,R� s � °b*a�oa"+ f°M •t� �`Xt+4n��r �M .��'�. - 7 6anaroi o/map ktaAar. anh'.•t t ni DEPOSIT _ �_r,. .,?; ... ,;,;(�7de+FiesftiratiOrt5Ry;8hee[Rock:098rblel$W,.TUe9gY,ertt�ai�H9Fizoiital8 sp6atherhreMeFki[91rP1'8 PI4YCINCLUDER isbu eotodftir 4uo[ailori�'IN9IDEOR OUTSIDE FUm[dtre`,General Gib nor.red mlWe.fo�c�MuYegr '� Copy MIAMI DADE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez-Camera PropertYAppraiser Property Information: . Folio 11-3205-009-0520 Property Address 9767 NE 13 AVE Owner Name(s) ANGELO NAPOLITANO TR Mailing Address 1521 NW 165 ST ` MIAMI FL 33169-5600 Primary Zone 1700 SGL FAMILY-4001 SQFT " Use Code 0001 RESIDENTIAL-SINGLE FAMILY Beds/Baths/Half 4/4/0 Floors Living Units 1 r -- Adj.Sq.Footage 5,267 z w Lot Size 28,047 SQ FT Year Built 1951 Full Legal Description EARLETON SHORES PB 43-80 LOTS 7&8 BLK 4 Aerial Photography 2012 LOT SIZE 186.980 X 150 M OR 16863-2142 0795 1 Assessment Information: Taxable Value Information: Current Previous Previous 2 Current Previous Previous 2 Year 2013 2012 2011 Year 2013 2012 2011 Land Value $1,403,229 $1,345,914 $1,608,772 Exemption/ Exemption/ Exemption/ Building Value $630,826 $704,733 $708,842 Taxable Taxable Taxable Market Value $2,034,055 $2,050,647 $2,317,614 County ,342,9 2 ,319,6 8 $50,0701 $1,342,952 $1,319,668 $1,279,775 Assessed Value 1 $1,392,9521 $1,369,6681 $1,329,775 School $25,0001 $25,0001 $25,0001 Benefits Information: Board $1,367,952 $1,344,668 $1,304,775 Current Previous Previous 2 City $50,000/ $50,000/ $50,0001 $1,342,952 $1,319,668 $1,279,775 Benefit Type 2013 2012 2011 Save Our Assessment Regional $50,000/ $50,000/ $50,077/ Homes Reduction $641,103 $680,979 $987,839 $1,342,952 $1,319,668 $1,279,775 Homestead Exemption $25,000 $25,000 $25,000 Sale Information: Second Exemption $25,000 $25,000 $25,000 Date Amount OR Book-Page Qualification Code Homestead 7/1995 $600,000 16863-2142 1 Sales which are qualified Note:not all benefits are applicable to all Taxable Values(ie County, School Board,City,Regional). Disclaimer: The Office of the Property Appraiser and Miami-Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy.No warranties,expressed or implied,are provided for data and the positional or thematic accuracy of the data herein,its use,or its interpretation.Although this website is periodically updated,this information may not reflect the data currently on file at Miami-Dade County's systems of record.The Property Appraiser and Miami-Dade County assumes no liability either for any errors,omissions,or inaccuracies in the information provided regardless of the cause of such or for any decision made,action taken,or action not taken by the user in reliance upon any information provided herein.See Miami-Dade County full disclaimer and User Agreement at http://www.miamidade.govrinfoldisclaimer.asp. Property information inquiries,comments,and suggestions email:pawebmail @miamidade.gov GIS inquiries,comments,and suggestions email:gis @miamidade.gov Generated on:Mon Aug 19 2013 08/16/2013 11:00 2396747324 STATEWIDE INSURANCE PAGE 08/15 DArEIMUMDNYYY) �►+ ��++CCppTI IATE OF LIABILITY IIV ►UF ►N �+Gir1, 1= 08196/2473 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RII3iifn 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 INSURFJR(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the Certificate holdiar i8 an ADDITIOIA INSURED,the policy(ies)must Ile endomaed.If SUBROGATION IS WANED,subject to the terms and aondiflons of the policy,aerigin pollclas may n updra an ender nIgnt.A abatement on this rertil6cate does not confer rights to the car#titcata holder In lieu of Such endorse I3. CONTACF Yu PRODUCER leidyAlOn90 Statewide Insurance Market 93 °E 239-437.5444 N.11 239-437-6444 6024 Alice Road Suite A-7 E' L II'sumntmeornsll,Com DISUREWAFFORMNOCOVERAW NAIC S Fort Myers FL 33912 INSURERA; ESSEX INSURANCE COMPANY R INSURED _ INSUM e a GENERAL IMPACT GLASS&WINDOWS,CORP. J 2RURER V..... _ 236 West 78th Road MURM O: INSURER 6: Hialeah FL 33OW INam R-r-- COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 13 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 DOCUME=NT 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, EXCLU61ONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, M UK POLM TYPE OP INSURANCE POLICY NuNBER ImumP EFF m. M1OD w LAMS GENERAL LUt61 " EAOH OCCURRENCE 13 1,044,404 IJAMAU COMMERCIAL GENERAL t IA61uTY PREMI ES Ee exunef�Ee S ,�4.00 CLAIN!"Am ❑OCCUR MED EXP(Am one peman) S 5,000.40 A $2.500 DEDUCTIBLE BINDER#2013-71$6 08/142013 0811412014 paRSONALaADaN.IURY 1; 1,000,000— GENERAL AGWFOAT'E S 2,040,000 GM AGGREGATE LW APPLIES PER: FRDDUCiS•COMPtOF AGG S 2,040,000 POLICY 7 PR Lot S AU WOBUXUA$IUTY 91,11MLE S ANY AUTO BODILY INJURY(Par pmron) $ ALL P CHEDUL� BODILY INJURY(Par omword) S :I _ g HIREOAUTOS AUTOS ecrtl S UMSII;buA UM OCCUR EACH 4OCURRENCE II --- EXCESS LIAR CLAIMS-MOME AGGREGATE # OED I I RETE"OliS >b VMXCRB"AIPENSATION V�STAB 91I 4 Ale?mmm oYER9•uABIL.r1Y YIN y L,EACH ACCIDENT _ $ANY PROPRETOWARTNERIEXECUTIVE _ M9 ML W NIA - E L DISE43E-EA EMPL©YEE S IfyyeesD"aeeeftwW9r E.1 -POLICYUMTT S DE$t,RIPTION OF OPERATIONS bebW DESOR(MN OF OPERATIONS)LOCATIONS IMIC ES"ehACORD 14%AddlGwW Rmwh+Ghb6du*Ifa1=211 ae Is mq+� OPERATIONS:MANUFACTURE,RETAIL,&INSTALLATIONS OF SHUTTERS,WINDOWA OMRS THIS GENERAL LIABILITY POLICY CONTAINS A DEDUCTIBLE bF$2.540.40 PER ANY CLAIM. CER nF)CA-lE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBEED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL RR DELIVERED IN MIAMI SHORES VILLAGES ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 AV AUTHOF=D REPAESENTATM MIAMI SHORES VILLAGE Fl.33138 AFORD 26(2470146) a 1909.2W10 AFORD CORPORATION.All rights reserved. The AFORD name and logo are registered marks of ACORD ° R°® CERTIFICATE OF LIABILITY INSURANCE DATE(MM MYYYY) 2/12/2013 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(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Juan Hernandez Casualty Systems Inc. PHCN c (305)551-0590 A No:(305)551-0857 3331 SW 107 Ave ApD�.Admin @casualtysystems.com PRODUCER 0000010 CUSTOMER Miami FL 33165 INSUREW INSURES AFFORDING COVERAGE NAIC 8 INSURED INSURERA-Bridgefield Employers Insurance INSURER B: General Impact Glass & Windows Corporation INSURERC: 290 West 78th Rd. INSURER D: INSURER E: Hialeah FL 33014 INSURER F: COVERAGES CERTIFICATE NUMBER:CL112101735 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. ILTR TYPE OF INSURANCE S �� POLICY NUMBER EFF MM/DD EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREM DAMAGE T RENTED PREMISES Ea oaartrence $ CLAIMS-MADE F7 OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OP AGG $ POLICY PE O F LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMB $ (Es accidard) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY HIRED AUTOS Per-ddwdDAMAGE $ NON-OWNED AUTOS $ $ UMBRELLAIJAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCIMMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION S�ATU OTH- AND EMPLOYERS'LIABILITY YIN ANY PROPRIETOR/PARTNER/DO_CUTIVE EL EACH ACCIDENT $ 100,000 OFFICERIMEMBER EXCLUDED? NIA (MatuIdory InNH) 830-29908 /7/2013 2/7/2014 EL DISEASE-EA EMPLOYE $ 100,000 If Yyes descdbe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attaeh ACORD 101,Additional Remarks Schedule,U more space Is required) General Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Villages ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Ave. AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 Juan Hernandez/YOYI - ACORD 25(2009/09) ©1988-2009 ACORD CORPORATION. All rights reserved. INS025 poows) The ACORD name and logo are registered marks of ACORD 08/16!2013 11:00 2396747324 STATEWIDE IhISURANCE PAGE 08/15 AcOIZIP CERMF'ICATE OF LIABII," INSURANCE °"-M'M'M'°DI'" t18116M013 THIS CISIMP'ICATS IS ISSUED AS A MTTrR OF IWORMATION ONLY AND CONIMM NO RIGHT$UPON THE CERTIFICATL HOWDER.THIS CEI ICATIt DOES NOT AFFIRMAi,TIVEI.Y OR NIMATI11E7.Y AMEND, EXTEND OR ALTER THE CQ'IiERAM AFFORDED MY M POLICIES A$1-" THIS CERTIFICATE OF INSURANCE DOW NOT CONSTMIM A C01V1•RACT BETIAM THE ISSUING IN9URt MS)r AUTHORIZED REPRESENTATRM OR PRCDUCM AND THE OtAnFICATE HOLDRR- RAPORTANT: It the e8fMaRte heldar IS an ADDITIONAL INSURED,Ow PD6W16s)must to anaoeaeq, If SU T-10M IS WAiIVE0,subject to tf*tans and condfam a1 the poilay,**Mh4 po talas may mqulra an wdurmnent;A sttbm*nt oe this oarHflcata deem not aodw rlgbts to ft mar0f cats fielder In 11ou of sash"dorsmtk s. PaaoucER YUleidyAlonso Statewidelnsur4MMarket#3 i�o v4 7-6444 �, 232-37*8444 $024 Allen Road SUSS A 7 N1sur8rt a+(3gmali.vom FDI!Myers Rl 33912 �0— AFFiIle�IN0GW1PA0M NAICX R R FItA: INSURANCE COMPANY I�URSR 9 GENERAL IMPAOT GLASS if 1l4INDOWS,CORP. J 290 WO 76tNI Road IMSUataRe; ®. -MUM E: .r Hialeah FL 33014. COVERAt� CERTIFICATE M MIN : REVISIQN NUMBRAI: THIS IS TO CERTIFY THAT THE POLICIES OP INSURANCE LISTED BELOW WAVZ SEEN ISSUED TO THE INSURED NAM2 ABOVE MR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY vvtqu1REMERT, TERM o>t OMOMON OF ANY CONTRACT Olt OTHER DOCUME!NT"WMti RESMT To NMICH THIS CERTIFICATE MAY BE ISSUED OR MAY PEiITAfN, THE INSURANCE AFFORDED BY THIS ISMICIM DascRIBE.d HEREIN 19 SUBJECT TO ALL THE TERI185, EXCLUBIONSAND CCNCITIONS OF SUCH POLICIM LIMrM$Mom MAY HAVE BERN(SEDUCED BY PAID MAIMS, TYPR Oft IMMMANCE APRA 0 NBER P Pa L1�11T& QFNMAL IJARIUT9 EACH OCCURREMS g 1,000,000 Ck4I,6ENER/{L L64b1LrT' l ES ER oCeUnsn6! S �','�•00 OLAUomw 7OceuR MEDw Ar vwpvMvM) 56.00-00 A X $9.600DF_DUCTTBLE 91N17E 20737965 48114=13 08!7412094 h gpL&ADbINJI1RY !e 1,000,000 09,gm .A WMQATE B 2,000,000 ti_Ei�'LAwfU TELIMrrAPPLIE8P@k PRDIit7GTS.CQNPlCPAGrd S 2,==pOLW PRO- Lee $ AUT0MOW.ELIA91u1Y I�en S ANY AUTO e00><vIwURYIaerP�+Y S Ar'UTOS so 9ACUNtEDULED �DtiYINJUF1Y�9r�lda�A) s HIREDAUl't}S AL 03""ED MAW .� S 8 ume13ELLA 00" PACH OOCURRE tab $ > 8S LIAM MAMMA= -- AOMWMTE i OEk REATION UA A iMORKERS COMI�9MCA710N aTM AND=RPLAYEtBS'raAOLrrr YrN AQN�Y FROPRIETORIVAM NLR1D�CUTM WMINIGUIRM MMI.Umo? H/A E,L,UCHACC01W 8 IFgel,.Qe� a Under �e nls ee• t: oYe a = OPESMONS MW L1,P18C1�BE-»GI.ICYLIm1T S DI�RW h6N DF QaEF7AtIOUS J l,Deat'noi�IVraFlt�s(A�ee aCORb'loa.AdeFittala:l Aan+.rfs Snnem,Ie,rc eiero.�g n n�R OPERATIONS;UANIIFACTUPJ!,RE'IA(IL,A INSTALLATION$OF SIgVtj M,"NDDWA,COORS THIS GENERAL LIA ILITY POLICY CONTAINS A DECL=81.E C}F S,2.;Qp,00 PER ANY CLAIM. CERTIFICATE HOLOSA CARCE LATION SWWJLD ANY CF TMU AROW bfiSCRIBBD PaMai 9 BE CRNCILLED KFOW MbLNAIuMORt:S VILLAGES- CE AC=nCkANMVJMTM PVLnPRFOYI ON% VIa41. 8E DELIVERED 111 10050 NE 2 AV MIAMI SHORES viu AaaE FL 33138 ALMA=IxiMOMMAM F ACORD.^E(2D1dt46) Q 10"10 ACORO C+ORPORATIOK All rlghf.,.Z Thu ACGRD n2nn find 1690 Cana 111MMMMI martiur,4*ACORO Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-199481 Permit Number: WS-9-13-2123 Scheduled Inspection Date: October 23,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , Work Classification: Window/Door Replacement Job Address:9767 NE 13 Avenue Miami Shores, FL Phone Number Parcel Number 1132050090520 Project: <NONE> Contractor: GENERAL IMPACT GLASS &WINDOWS CORP Phone: (305)558-8103 Building Department Comments INSTALLATION OF IMPACT GLASS WINDOWS. 3 SINGLE infractio Passed Comments HUNG AND 5 FIXED WINDOWS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 22,2013 For Inspections please call: (305)762-4949 Page 9 of 22 AC D® ;.....� CERTIFICATE OF LIABILITY INSURANCE r 2/12/2013 i ' 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 rWE COVERAGE AFFORDED BY THE POLICIES BELOW. TI71S CERTIFICATE OF tiVSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certlfklate holder is an ADDITIONAL INSURED,the pollmles)must he endorsed. If SUBROGATION iS WAIVED,Subject to the terms and Condition of the Policy,certain policies May require an endomsemerIL A statement on this certlficAte does not confer rights to the certPOcaft holder In lieu of such andarsement(s), PRODUCER Casual! 8ti AGT tTlials Sexnass$ez ty ' eats Inc. PHONE • (3D5)551-0590 FAX 3331 SW 1.07 Ave MaIL• ��;(3oslssa-oeST not reES :Rd-4 casual s=ysyet gms.com °��I��ooDOOZo baam: 'M 33165 INSURED INSII APPORDHNG COYERAgg NAIC INSURER 8xidcsafield EmpigZars Tnsprance General Impact Glass ra Windows Corporation RM IRERB'INStllaa:ca 290 Went 78th Rd. INSURER D: kIialeah F, 33014 INSURER E COVERAGES RM RER F CERTIFICATE IdUIYIBER-CLI12101735 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED AsOvE 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 70 ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POU M LILY POLICY INSR 0049RAL LIAMUTY L Min OOMMT RC�IAL IaENERAL LIABILITY EACH OCCURRENCE C CLAIMS-IutA OE O� PREMIR�$ a p S MED E%?(A erra}n 3 PERSONAL 8 AE INJURY S (3EN'L AGGREGATR LIMIT APPUES PPR; GENERALACORWtTE S POLICY IUM LOC PRODUCTS CDMPlQP flC63 S AUTOMOBILE L1A91L1-(Y S COMBINED SINQLE LIMIT 3 ANY AUTO (Ea aCGldar� ALL OWNED AUTOS BODILY INJURY(Per S SCNEQULED AUTOS BODILY INJURY(perawflanl) R HIRCI AUTOS PROPGRT DAMAGE $ NON-OWNED AUTOS S UMT3REUA LIAR OCCUR S EXCESS LIAR H6EA1MS-MA0Z EAOt{OCCURRENCE 3 pEDUCTIME A©GREGATE g RETENTIQN g S WORKERS COMPENSATION $ AND EMPLOYER$'UABILrTY WC STAT 0TH. ANY PRDPRISTORMARTNE ECUTIVE Y/N m R EXCLUDED? N!A NM 830-29908 /7/20= EL RA ACCIDENT a 100 p h D SRIPTOOF OPTIONS bay AE-EAEMPLOYE S 100,000 E.L.DISEASE,POUC,Y LIMIT a 500 000. DESCRIPTION Ol'OPERATIONS I LORATIONS I VEHICLE N I'tsch AOORD 1af,Ad ftgnel Renbft,gahedule,if Mora apma M requlrodl genera! Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, W'OTICE WILL BE D6LRrFRED W M9.aTa9 Shares Villages acaj NCE VvrrN THE POLICY PROVISIONS, Bualding Department 10050 NE 2nd Ave. AUTHORnoREPRESENTA7M Kiami Shores, FL 33138 ACORD 25(2ppg/pg) Juan xQxnandea/rQr1 • INS025(zoasosl The ACORD name and 1 ®1 M-2009 ACORD CORPORATION, All rights reserved. logo are registared marks of ACORD BROWARD,PALM!BEACH BROWARD,PALM BEACH(COAST) MIAMI-DADS M AMI-0 D&(COAST) FLORIDA KEYS(COAST) - WIND VELOCITY a 170 mph WINO VELOCITY®170 mph WIND VELOCITY a 175 mph WINDaI�LOCFT��t75 mm�h WIND VELOCITY b IN mph EXPOSURE CATEGORY"C" EXPOSURE CATEGORY"CO' EXPOSURE CATEGORY"C" EPOS- RE CATEGORY"L1" EXPOSURE CATEGORY"D" iwean Os 8 re'�iurM Aflean i re Burma Mean ® n resaures fMean surer 1Vleaut @�► sores RpAf e 4 Zone$ RoDf zone 4 S RQOf Zona 4 t all Zone Roof , L one 4 zone g - Roof ton® nB S Hdsht Height Sleight Haight Melght 1S ft 37.8 -41.4 37.8 -50.7 15 ft 45.9 -48,7 45.9 -61.4 !S ft 40.1 43S 40.1 -53.7 35 ft _48.b_52.2 6 -65.1 15 ft 51.4 -55.8 S1.4 .684 ®r'. 16 ft 38.9 -41.S 38.3 .51.3 16 ft 46.3 -50.2 46.3 42.0 16 ft 0.6 -44.0 40.6 •54.3 16 ft 49.1 -53.2 49.1 -65.7 16 ft 513 -56.3 51.9 -69.5 18 ft' $9.2 -42.5 39.2 -525 18 ft 47.2 -S .2 47.2 .63.2 18 ft 41.5 -45A 41.5 -55.6 1S ft 50.0 •54.3 50.0 .67.0 18 ft 52.9 •57.4 528 •70.8 �$ 20 ft 40.1 -43.5 40.1 -53.7 20 ft 48.1 -52.2 48.1 •64.4 20 ft 42.5 -40.1142.5. •56.9 20 ft 51.0 -55.3 $1.0 -68.2 20 ft 53.9 -SOS 53.9 -72.2 yi yi 22 ft 40.8 •44.2 40.8 •54.6 221t 48.8 •52.9 48.8 •65.3 22 ft 43.2 -46.9 43.2 •57.9 22 ft SLY •56.1 $1.7 -69.2 22 ft 54.7 •59.3 54.7 •73.3 24 ft 41.5 -45.0 415 •55.6 24 49.5 -53.7 49.5 -66.3 24 ft 44.0 •47.7 44.0 •58.9 24 ft 52.5 -56.9 S2.5 -70.3 24 ft 555 -60.2 $515 •74.3 26 ft 42.2 -45.8 42.2 -56,5 26 ft 50.2 -S4.5 50.2 -67.2 26 ft 44.7 -48.5 44.7 -59.9 26 ft S3.2 •57.7 53.2 •71.3 26 ft 56.3 •61.1 $6.3 -75.4 28 ft 42.9 -46,6 42.9 -57,5 28 ft 50.9 -55.3 50.9 -69.2 28 ft 45.5 -49.3 45.5 -60.9 28 h 54.0 •56,5 54.0 •72.3 28 ft 57.1 -61.9 57.1 -76.5 30 ft 43.6 -47.9143.6 4,$A 30 ft 51.6 •56.0 $1.6 -69.2 30 ft 46.2 •S0.2 46.2 -61.9 3O ft 54.7 •59.4 54.7 -73.3 30 ft $7.9 •62.8 57.9 •77.5 35 ft 45.0 -48,8 45.0 -0.2 35 ft 53-01-57,S S3.0 -70.9 35 ft 47.71-51.7 47.7 -63,8 35 It 56.1 •60.9 56.1 -75.2 35 ft S9.4 -64.4 $9.4 -79.5 40 ft 46.8 •50.2 48.3 -82,0 40 ft 54.8 •58.9 54.3 •72.7 40 ft 40.11-S3.2 49.1 •65.7 40 ft 57.6' •62.4 $7.6 -77.1 40 ft 60.9 -66,i 80.9 •81.5 r 45 ft 47.41 -51.4 47.4 -63.5 45 ft S5.4 -60.1 55.4 -74.2 4S ft 50.2 -545 50.2 -67.3 45 ft S8.7 •69.7 $8.7 -78.7 4S ft 62.1 -67.4 62.1 -88.2 50 ft 48.5 -52.6 48.5 .6S.0 50 ft 56.5 .61.3 56,5 -75.7 50 ft 51.4 •55.8 $1.4 -68.9 S0 ft S9.9 •65A 59.9 -80.2 SO ft 63.4 -68.8 63.4 •84.9 .( 55 ft 49.4 -S3.6 49.4 -66.2 55 ft 57.4 •62.3 57.4 -76.9 SS ft 52A -56.8 52.4 -70.1 SS ft 60.9 -66.0 60,9 -815 55 ft 64.4 -69.8 64,4 -86.2 <A Soft 50.3 •S3.2 SO.3 •67.4 60 ft SU .63.3 S3.3 •78.1 60 ft 53.3 •57.8 53.3 -71.4 60 ft 61,8 •67.0 61.8 -824 60 ft 65.4 .70.9 65A .87.6 tie 70 ft 52,1 •56.5 S2.1 •87.4 70 ft S9.7 .64.7 S9.7 •100.1 70 ft $5.2 •59.9 55.2 •92.6 10 ft 63,2 •88.6 63.2 _106,1 70 ft 66.9 •72.6 66,9 -112,2 ca 14 soft 53,9 .•58.4 53.9 -90.4 80 ft 61.41-60.6 61.4 •103.1 80 ft $7.1 -61.9 57.1 -95.8 80 ft 6S.1 •70.6 65.1 -109.3 80 ft 68.9 -74.7 68.9 •115.6 0 90 ft 55.2 $9.9 55.2 -92.6 90 ft 62,3 -67.6 62.3 •104.6 90 ft 58.5 •63.5 SBS -98.2.1 90 ft 66.1 •71,7 66,1 •110.8 90 ft 693 -753 69.9 •117.3 100 ft 51.3 -51.3 51.3 •94.1 100 ft 55.6 -58.3 SS.6 -106.8 100 ft 54.41-54.4 54A -99.8 100 ft 58.9 -61.8 58.9 -113.2 100 ft 62.3 •65.3 62.3 -119.8 110 ft S2.4 -52.4 52.4 «96.0 110 ft 56,4 •59.3 S6A •108.7 110 ft 55.$ -SS.5 55.5 -101.7 110 ft S9.8 •62.8 58.8 -115.2 110 ft 63.2 •66,S 63.2 -121.9 120 ft S9.4 -53,4.53.4 -97.9 120 ft 57.3 40.3 57.3 -110.6 120 ft 56.6 -56.6 S6.6 -10$.7 120 ft 60.7 -63.9 60.7 -117,2 120 ft 64.2 -67.6 64.2 -124,0 � 180 ft 54.4 -54.4 54.4 -99.7 130 ft 57.9 -81.1 $7.9 •112.1 130 ft 57.6 -S7.6 S7.6 -105 7 130 ft 61.4 -64.8 61.4 -118.8 IN ft 64.9 -68.5 64.9 -125,6 Q 140 ft SSA -SSA 55.4 -101.6 140 ft 58.6 «61.9 58.6 •113.6 140 ft 58.7 •58.7 58.7 -107.7 140ft 62.1 -6S,6 62.1 -120.3 140 ft 65.7 -69A 65.7 •1273 U® 150 ft $6.0 •56.0 56.0 •102.7 150 ft 59.1 •62.6 59.1 •114.7 150 ft 59.4 -39.4 59.4 -108.9 150 R 62.7 -66.3 62.7 -1215 150 ft 66.3 •70.1 66.3 -128.6 160 ft 56.6 -56.6 56.6 •103.8 1604 59.6 •63.2 59.6 •1154 160 ft 60.0 -60.0 60.0 -110.0 160ft 63,2 -66.9 63.2 -122.7 160 ft 663 -70.8 66.9 -129.8 170 ft 57 5 •57.S 57.5 •105.3 170 ft 60.1 .0.8 60.1 •116.9 170 ft 60.9 -60.9 60.9 •111.6 170 ft 3.7 .67.6 63J •123.9 170 ft 67.4 •71.5 67.4 -131,1 180 ft 58.3 •58.3 S8.3 -106.8 180 ft 60.7 -64.4 60.7 •118,0 180 ft 61.8 -614 61.8 •113 .2 180 ft 64.3 •68.2 64.3 •1251 180 ft 68.0 •72.2 88,0 -1323 190 ft 58.9 -58,9 5&8 .108.0 190 it 61.2 65.0 81.2 •119,2 19Q ft 82.4 -62.4 62,4 -114.4 190 ft 64.8 •68.9 64.8 .-126,9 390 ft 68 6 •7Z 9 68.6 •133,6 200 ft 59.5 •59,5 59.5 -109,1 200 ft 61.7 -65.8 61.7 •120.3 200 ft 6$.D -63 0 63.0 -115.6 200 ft 65:3 •89.5 65J -127.5 200 ft 69.1 _•73,6 69.1 -134 8 220 ft 60.61-0.6 60.6 -111.2 220 ft 62.6 •68.7 62.6 •122A 220 ft 64.3 -64.3 64.3 -1174 220 ft 66.4 -70.7 68.4 -129.7 220 ft 70.2• 74.8 70.2 _-137.2 M w C3i 240 ft 61,S -61.8 61.8 •113.3 240 ft 69.6 •67.9 63.6 •124S 240 ft 65.5 -65.5 65.5 -120,0 240 ft 67.4 -71.9 67,4 -131.9 240 ft 71.3 -76.1 71.3 •139.5 26O ft 62.8 -62.8 62.8 -115.2 260 ft 64A -68.9 64.A •126 3 260 ft 66.6 •66.6 66.6 -122.1 260 ft 68.2 •73.0 68.2 •133.8 260 ft 72.2 -77.2 72.2 -1415 280 ft 63.8 -6$.8 63.8 -117.0 280 ft 6S.1 -69.7 65.1 -127.8 280 ft 67.6 -67.6 67.6 -124.0 280ft 68.9 «73.8 68,9 -135,4 280 ft 723 -78.1 72.9 -143 2 300 ft 64 8 •64 8 6A 8 -118, 300 65. •70, 68.7 •129 2 300 .? 7 68.7 -125.9 3D0 .7 -7 .7 69,7 -137.0 3 ft 73.7 -79.0 ,7 -144 P OF 1 $ -M-WOROTQA68'FRBaNlAll"11 OR8T0Aa'la MOTVAtMA9AM=4PWtCtMAMMTH888TA8L88AR OMY 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BUT NOT LOSS THAN4%OF LEAST HO c & 10T3NCIPY70ZOIBOFTH80PBNOGABIWBRIOR 12ONBAO ORIO (ZONE$PER 8 ADIIBNTOALL LOCAL UiApAOT PROTECTION OVIS tOMAIM OEABNBIONOR3FT. iO i ®k0 TMFIOUROCNtWOMAMNWOniM.ANYOUBOU*NAMSOPENMIBTOBB 6 NOr TIFI0Afi0N180FPB1 PORTHBIMTB0R11Y0FTMBHOBTOPItlJOfUgB 111�ZOIVB$IPALLINQUEbitOW.QOAIBLIL A0MMO ANDMBRA(a(I PRO88m 201 FORUM AO1 t D8YTHBLODA6 7, AB Y HR1Op1.N0ApQITIONALO81iRFIOATIONB ( R AktDR68PH41FiOt ® ®fDO MUNI&AW1YINAOCORDANC11WRMCODE A ��96g85�� t - I 01 o/o J M IAMF MIAW-DADE COUNW f I PRODUCT CONTROL SECTION DEPARTMENT OF PERIMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-274 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.taiamidade gg1J,g @ 1:L/ f General Impact Glass&Windows,Corp. 290 West 78s'Road Hialeah,FL 33414 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade.County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"20000 High Impact"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No. 12-005,titled"Series 20000 High Impact Single Hung Window -Large Missile Impact Resistant",sheets 1 through 9 of 9,dated 01/09/12,with revision 41 dated 01/09/12, prepared by Tilteco,Inc.,signed and sealed by Walter A.Tillit,Jr.,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 arenewal 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 NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#09-0319.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-0206.06 r�ratHau E • Approval Date: April 12,2012 Date: May 27,2014 Page 1 General Impact Glass&Windows,Coro. NOTICE OF ACCEPTANCE: EVIDENCE SUBiYRTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 12-045, Sheets 1 through 9 of 9,titled"Series 20000 High impact Single Hung Window—Large Missile Impact Resistant",dated 01/09/12,with revision#1 dated 01/09/12,prepared by Tilteco, Inc.,signed and sealed by Walter A.Tilli4 Jr., P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window with 5/16"and 7/16"HS laminated glass,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-5807,dated 01/21/09,signed and sealed by Michael R.Wenzel,P.E. (Submitted under previous NOA#09-11319.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared.by Tilteco,Inc.,dated 03/17/09,signed and sealed by Walter A.Tillit,Jr., P.E. (Submitted under previous NOA#09-0319.08) .2. Glazing complies with ASTM E1300-04 i D. QUALITY ASSURANCE L Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butaciteg PVB Interlayer"dated 09/08/11,expiring on 12/11/16. M�a u e .E. Product Control xa er NOA No.12 06.06 Expiration Date: May 27,2014 Approval Date: April 12,2012 E-1 General Impact Glass&Windows,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated January 27,2012, signed and sealed by Walter A.Tillit,Jr.,P.E. 2. Statement letter of no financial interest,dated March 2,2009,signed and sealed by Walter A.Tillit,P.E. (Submitted under previous NOA#09-031908) G. OTHER 1. Notice of Acceptance No.09-4319.08,issued to General Impact Glass&Windows, Corp. for their Series"20000 High Impact"Aluminum Single Hung Window—L.M.I., approved on 05/27/09 and expiring on 05/27/14. i Manuel er Product Control er NOA No.12-0206.06 Expiration Date: May 27,2014 Approval Date: April 12,2012 E-2 GENERAL NOTES: 1. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS 9. AdONOR NOTESs EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE A TO EXISTING POURED CONCRETE: (MW. f'c 3192 psi). MIN. EDGE DISTANCE (E.D.) m 2 1/Z° 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW {)1j4°d TAPC ANCHOR CO 1 1/4" MIN. EMBEDMENT,psi).MANUFACTURED BY IE (BUILDER. INC. LARGE MISSILE IMPACT RESISTANT MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1820 0E THE ABOVE MENTIONED CODES, USING (COMPONENT ), THRU 1" P.T. WOOD BUCK. ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. (B) TO EXISTING A.S.T.M. C-90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 2 1/2". IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS)DETERMINED PER ASCE 7-10 SHALL — 1•/4"0 TAPC9 ANCHOR W/ 1 1/4° MIN. EMBEDMENT, AS MANUFACTURED BY ITN/BUILOEX, INC. SE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM Y 0.6 IN ORDER TO COMPARE THESE (COMPONENT f�,??), THRU 1" P.T. WOOD BUCK. W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW, IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED. WERE NOT OVERSTRESSED, A 33% (C) TO EXISTING SCREW WOOD BUCK. MIN. EDGE DISTANCE (ED.) ENT, 1". INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR ANALYSIS. FASTENERS SPACING (COMPONENT SCREW ANCHORS W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITWjBUILOEX, INC IN WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. (COMPONENTS ). THIS WINDOW'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH (D) TO EXISTING MIN, 1/8" THICK ALUMINUM TUBE (6063—T5 ALLOY MIN. EDGE STANCE (E.D.) - 1/2". SECTION 1826 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER — 1/4"0-14 TEK SCREW, AS MANUFACTURED 13Y TTW/SUILDEX, INC. ?COMPONENT 3 ). FENESTRATION TESTING LABORATORY REPORT # 5807 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1812 & 1615 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A-500, A-653 OR RESPECTIVELY. A-36) MIN. EDGE DISTANCE (E.D.) = 1/2". 2. — 1/4.0-4 SCREW, AS MANUFACTURED BY ITW/SUILDEX, INC. (COMPONENT). 0 H%P LANE MISSILE IMPACT 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.). 3. q, THIS SERIES 20000 HIGH IM�AGT SINGLE HUNG WIy�Qy�LsItOE MISSILE IMPACT 11. REMAINING COMPONENTS FOR THIS ALUMINUM SINGLE HUNG WINDOW SYSTEM SHALL BE AS INDICATED ES A T IS APPROVED F N 3R AIR AND WATER„INMTRATION (S EE SCHEDULE 1 UN ON BILL OF MATERIALS, SHEET 3 OF THIS DRAWING. SHM 41. 12. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT MANUFACTURER'S LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. 5. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT SHALL COMPLY WITH ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: SECTIONS 2411.5.1 & 2411.5.2 OF THE FLORIDA BUILDING CODE. GENERAL,IMPACT GLASS AND WINDOWS, CORP. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8063—T6 ALLOY AND TEMPER. WITH Fyn+ 25.0 HIALEAH, FLORIDA ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. MIAMI—DADE COUNTY PRODUCT CONTROL APPROVED. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING 241143.4. LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD,, PROVIDED HE/SHE DOES NOT DEVIATE FROM 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G m 0.55. AND SHALL COMPLY WITH SECTIONS RESPONSIBILITY. 2411.3.3.3 & 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. (c) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. E(d) NEER OF RECORD SHALLT PREPARED DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL PI.OwIDA BUN.GINO 0008 QHbhVotooOy Hurtkene7.ena) A.PRODUtqRH (atlwW FIBr►de 0 ano matco urc. LARGE MI6L61 R t 1 8TANT do d,/p of/Buwrus ,B/,0 g, )¢ AN .O�` C IM NALM,n.=14 a vJ FA1tt l 880-000 4 12-006 BOAM No Ua 4187 an,b MWc4-CACHCOIMTY Now or aF B 444 000' 1 4 A96 ,aas• I2eo 9� AsP 2rI° Aea• Aro�, 290 a 7uu Aa8 a m sa .oza• .089' .00a' .174• iW _1 or aEF. Air AW A �- 1.122 PW w '8 Aw. . ate• ,pgv xw .I78• I i° .OBY 4r A79' .lar .137'•+ .IOB' .TI9' a 3' .081' ,018' • A Y , Atp � .la Aei• IN w � r aer aaa• t A a @, iAab• Asa• 'a � BW .13718 i A6 4 4+3 J .98 car r 4• fdp 9iD I W 1� v ABP ,BBT' 1. .ae• .7,8• apga' •.I0 ,3 -• {`7 P AOB' ,436 .O7a" I F�fI� "�• ��{� .408' .889• A70• . . l��i�i6 �L..4RL{Li (D FRAME HEAL? 2a6 - •7i3 ,,, 4a ED MTG• RAIL SCALE f° m 1" 7.mr s'r SCALE 1" 1" 5CA1E 1" 1" 6063-T6 ALLOY&TEMPER (. FRAME 6063-10 ALLOY&TEMPER 6063-T6 ALLOY&TEMPER FUME-BILL SCALE 14- 1" $GALE 1"a 1" 6063•-T8 ALLOY&TEMPER 219 8063-TS ALLOY&TEMPER ' A38'-----•• IAIY 810' td3B' •,.,^-tA37 .081' ^212'_ 089•(8) .008.96F, AZO•_ B.1B• ,{3r �• v .138' 1 .178• i 27a' . ,18P .198' nOJ. �. A6b "to ABB' r nor a 8' .480 •it" .7 B, Wks AU oA .aSO R�1• A r 1 1' a'aa9' NJ Aw a B• ABa I06 a010 9mo 4 147 08Y s s •tar d If t. tar 9 a .I9B .188° .7 tab• .0 • .ab• .170• A e a to 8, .17A .iar ° .087' A77• NAtO' .t9B' A S A60•tm .000' .02 BASO ABT '1 t +. -OavJ 1.1 IMF. W� ao9' B• s�" s 3 a9P Aar ta a a° W s c i a4 Sp 71N BFI ss •�✓✓ 7 a a BAd a FC)�6"' Q' A4a' SOME 1°° 1" ' SCALE V° 1 anal A8a Aar 6063-T6 ALLOY &TEMPER t48° BAS ti4• tW+ o B.S ff SIB 8063_78 ALLOY&TEMPER ®VENT TOP RAIL W.( / VENT TOP' RAIL °� SCALE 1"m 1" SCALE 1"= 1" SCALE 1°s 1" �� 6063-76 ALWY&TEMPER 6003-T6 ALLOY&TEMPER 6083-T6 ALLOY&TEMPER Ar 6083-TO ALLOY&TEMPER ,.079• 1.7 • A87' .287' .100' DtBa• I Ita 4ae6 amI .1 80• ,' r .,a• =w .4sn• AIR aw a d.7ama'' COMPONENTS .� 0 caM Aeo•- AR° 086 ou• SCALE 1/2" • 1" 733 1 KMDAaLnWIN0cwomm yhVBIoa4YKolemZara)PER Jaw Aso`ao•s r 0003-TO ALLOY& TEMPER as oaotz.mteao wa WdU V. g,r 1>ROOUCrtesvtssn �� .'� t'G+rjJS ''' +� o ruu 1ta�ncrRESSTANT n"^'�°� aseomt±tylBavAtdNBFlmlda. ` Q R III A3a" a4r of/B9/tz .,89• asB RR91'T9 ttOAD aar eB6amgC0aB 's is; 1L F.t.0 O mc. wALr�x,91.=14 0A7E Amp lm! ty , 6 d P PNONEt(3�BH8-B1IXf !� Q ING BEAD '� sit BA,a / asdaB nl�aw9aa, ,a FAx ust e3e-attss f anaaa n utae ..8. 91��9ootamn 'I'1-t106 FOR 7ZI Bn ��+ Vte 1��'tF ETCH ny = STp, Q :r�y4a4.i 9 W'rn ntA4n sr+AWM n9 O w �d i Ti 2, � � .B4 " a�9 R..W� oa4 SCALE 1°w 1° SCALE 1"m 1" s7. 1 BIARIDA f a 4d{�E' , m-7a a 4 a 6063-T6 ALLOY&TEMPER 6083_78 ALLOY&TEMPER "gA06C00t31Y a ' 888E7'II 09 s ��iiinduaa7 BILL OF MA RTE IALS ITEM# DBBCRIMON MATERIAL. 1 FRAME HEAD 8083-TB 2 FRAME SILL 9083 48 (SEE SCHEDULE 3 FMM,Wg 9093-TB 19 CR` 0R @ #1 ON SHEET 4) 4 FIXED MEETING RAIL W83-To a[ ALUMINUM INSERT BAR FOR® 8093-T9 8 VENT TOP RAIL sau-TO 1 1 it it 6 H.D VENT TOP RAIL 8083-Te ALUMINUM IN'SE'RT BAR FOR 0083-T9 a 8 VENT SOTTCM RAIL '90¢3-TB �/ Ti��}} .1 .1 7 VENT SIDE RAIL 8093-T9 Q 8 GLAZING BEAD FOR 9118"CLAM 6083-TB C.7 GLAZING BEAD FOR 7/18°CLASS 8083-T8 CO) VENT LATCH 0 8"FROM ENDS 9093-TB 8 0 LATCH sPI;ING 9T.STEEL Q (SEE 00,HED E 15 f OLAZINo BULB VINYL NEOPRENE #1 ON SHEET 4) FRAME&VENT ASSEMBLY SCREWS.(20 @B x 1°PH SKIS. ST.STEEL * 1 SASH CAM 6053-TB VENT'WEATHER STRIPPING - 1� 1 FRAME SILL.WEATHER STRIPPM 2 BLOCK&TACKLE BALANCE BUMPON SPACER, 114"DIAMETER HALF SPHERE,CLEAR,3"FROM CORNERS MAX.AND 1 . . Q 12°O.C.(MAX),AT.MID-OLASS SITE ELEVATION,RY FRANK LDWE RUSSET.AND GASKET SIUCWNE FLB-28,CLi:AIi. s e SASH stop + GLASS,0..329°GVERALI.LAMNATED v M 5W11i(1) 119°HEAT 9TRENOTHEM OLASB ° 19 NEMOURS,+((1)R1/9°HEATS RER2ENQMENED CUSS INTERIAYER t3Y t]DUPONT bE GLASS,0.444°GAgmL LAMINATED GLASS WITH(1)3/18`HEAT MRENOTHENED GLASS +A O.DCD"INNER LAYER FCM DUPONT BUTACITE PVB.INTERLAYER TTY O DUPONT DE EXISTING STRUCTURE NEMOURS,+(1}3/18"HEAT STRENGTHENED CLASS 1 (SEE SCHEDULE #2 ® GLASS,0.444"OVERALL LAMNATI9 GLASS WRH(1)3/18°NEAT STRENGTHENED GLASS - ON SHEET 4) +A 0.090°aNNER LAYER FHJd SENTRY GLASS PLUS,1NTERLAYER BY p DUPONT DE NEMOURS,+ 1 3110"HEAT STRENGTHENED CLASS *Marupx or COW camNG 780. SILICONE VSEEI SCHE LE SEALANT,FIXED PANEL ERAME.FRAME ALL AROUND(EXTERLOR AND INTERIM).PRAME SILICONE / #2 ON SHEET 4) �.% CORNERS AND VENT CORNERS. ANCHORS,1/4°0 TAPCON ANCHOR BY RW BUILOEX.M. SIM GLAZING DETAIL ANCHORS, 1/0."6-14:TIx SCREW BY ITYi BUILDEx.INC ro WOOD BUCK,ALlOdNUM TUBE STEEL ® OR STEEL MEMBER, ® COLONIAL MUMTN(OPTIONAL) 8083-11 7 N..S. ® 14)N ON GUIDES LOCATED SAT VENT JAMB STILES AT 4 114°AND 39"FROM BOTTOM NYLON NYLON GUIDES LOCATED AT EACH END OF VENT MEETING RAIL USING(2) 83 X 1 NYLON II�}MH li SINS. ITTTTIaIa, hq��,g FLORIDABUILL 7INQCODB(WphVelo�yHWIIOeI�ZWU) F • . ®ama mlaca m6. A f19 0.90.n 1 0.0.PRODUCT RBVLSRD LARGE MILE IMPACT RPEANT as MMOYh*with,Itw Florhle Building Q6 aeNn $3` , IL E G O mo. HHLFA( PL83300 Ot/�112 axpffullon Dale � i ; TWr T89TDi0 M EM �0 ,pP� Pmr'(108]y 888-688 688109 * ;%f�S �" • . me'vnau', ta°.' " a1aa waaAs^a°ttmP°°Lea" IoM2W�d7oNo R Alf'j \QP••�V` ""70p0,�8i7T� m.eo mvlmn mn 0.R s. onavow mu DADRGOUNIY •7 U0.461�7PE 0.e oo-m + sxaar aov o T �iiii�iprllT SINGLE HUNG WINDOW SCHEDULE Al a } DFJIGN PRBffiUIiE WE VWVTN FOM MAXIMUM ' MOM D D uo OL►�0.� D � TrPE(sEE�u 0.r k�I1NO�w4ll FRNdE wro1II(sEE sc3lEDUta�, SURFACE APPLIED 1 +80.0, -80.0 pef 12.0 pef 83 1/8' 74 1/4' 33 1/4" 47 3/8 33 9/8" 47 1/4• V 19 _ @+® AY5 O ONW MUN11N5 4° (� 01f' 1z a +90.0, -90.0 pef 13.8 Pef 93 1/8" 74 1/4° 33 1/4° 47 3/8' 33 9/8" 47 I/4° 8�A ® +IS �y o+�+ to �' �� 111 +100.0. -100.0 pef 18.0 Pef 74 1/4' 33 1/4° 38 1/8' 33 S/8" 38" �°" 44' ® + i II it IV 120.0, -190.4 of 18.0 pef 33 1 8 74 1 4° 33 1 4" 47 3 ° Q+ Oil �P /° / / /8 33 3/8" 47 Ile ® ® ®+ I D76 =11:4= D f 6 MAXIMUM ANCHOR---SPAC—ING. 6CHEDU19 J B �I16+ I SEE DETAILS , Www rHRSCI1UIrouL�fz At O}IOR / JAAiaa OF D SUBSTRATE D.LD.b 1/4"m ITW 80 OR LESS 13 0..a 13"0..a. SEE WAL 2 3 ANCHORS) �NOREIE BUILDD(T ON ?80 TO 100 10 1 2 o.0. 0 1 2 o.c. IM DETAIL 3 4 Ate ANCHOR >100 TO 180 7 o.0. 7 ma 1 a"m I1lN 80 OR LESS 13°ac. 13"O.C. > DETAIL 2 3 II Ii / DI DK au T N >eo 0 too 10 , n 1/2"0.0, DEfA1L 3 a ANCHOR >100 TO 80 o.0. 7 0.o. 7 "`II-"' - _ 1/4°m-14 ITN/ 80 OR LESS 19 1/2"ox. t 3"o.o. SEE DEfitia 2 3 ANCrPEmiS +LINO(6E6 WI�\~/ II 2 t1R 'NIOOp aU1LDEX >80 TO iD0 12 1/2"0.0. 12 / 2°as OETAL 2 3 ANCIAIRS e 9z) II X li / As APPLICABLE SCREW >10-To 180 8 112"ox. S 1/2"o.0. SM ALUI1 1/4°m-14 ITW/ eD on LESS 18 1 2 0.a. 13 o.0. SEE oETNL 1 2 >60 TO oo 14 1 z o.o. 13"o.0. SEE�fA1L 2 3 AN(&10A5 II II �%; a'� SCE >100 TO 180 8 1 Z o.o. 9 1 2 0.00. NL 3 4 DLO.'6" 1n OR�. 2 OR 2 OR AS APPLICABLE AS APPLICABLE APPLICABLE nx. /mss} (2)2"x0.28°WEEP $ ® M h BPA�10{SE�6 2 OR@ AT 22S S7° � T� SCHEDULS$z) AS APPLICMLE Ih 1'r to 10 TYPICAL. E T�4�198 ELEYA110N SCALE: N.T.S. JL NMI h1 AND h2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY.SHALL BE DETAIL 1 DETAIL 2 SUCH THAT h1 + h2 DOES NOT EXCEED MAXIMUM FRAME HEIGHT 9-ANCHORS 3 ANCHDRS 4 11 BY hl 11 sSHALLLE ip1.atwmotuaAXI UM DAL OPENINGS CREATED REQUIREMENTS ..RARa.,ANCHOR CONCENIRATION Al ENDS OF MEETING BY h1 AND h2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS°a° AND°c"INDICATED ON SCHEDULE#I ARE NOT EXCEEDED. 0 1 SCALE: N.T.S. 11 1 T4k it KORIDA BUIIMINOOMMS 00ifhV4 ftftazm)HIGH IMOSINMENUNGIMNDOW PRODUCftBV188D \\0% ;�'�,`C IV$�'•,, y� mzolarnrpmuw. � WBIe.FIotTda * =IECO.Ko. .AIM89ILEMACTRE81TT , �BwtdWg ; P4.44 S ; zeO wSr ye HoD HINEAH.FL 3DI4 A 4. nA1e lnworl DA1e ; TESTING 4 S9IEESINn naMPANY �g�l1 [d otwa me me °wee mwea as –31— P%- 68 -88•tl o Ml .o4m In,sErm o3 a e 12-006 V Nwm Nm ° .pgpg(� ONA FLOF�A Lia 44JrI�7 ` a 0.em-pr a SHEET 4 oe e r as - ✓2,: •.a. `©aaa� tJ=� JI'��J ✓�o O✓�'� lit I �,I , ,i11i►� © :,,� �I'ir11 © ° o,am �� 11► o ■II��ri.�!�� ► • � ?_ 7a «;ar,; ✓ ,�'�i��li yo ,w av�C i�\.- ,(:�, � � A �'r��' �� +.!d�� {�ISI� ��■r �� — ■■ ✓ �i r �, -o •.nor `3` � ;j�,{'�t��li�/ v�© Q •Or dhf�l�I �,l�ii►�n� G11T�1.1) �.h •,t y,;6�eY � t�irr O G^�"'�I �u� I'� �"�L., - yY., Boa' f(��►--� ,��`� O , H�., I�II�a",� o �r♦I�"'ICI �'" •a .,r �a •.a .. �.. a rr ✓Tye:: as a I'111 t 7( Ti �C[ 17e Ti"tjTrlFi � _ t Y°�. .Y • LLV•r -. i �•� :AMY � / /�, 1. .a �� "�}r. � ii ■ ,. ►' v t� f Nor i SEE sa�i3E ON SEET 4 a28 ...... .......",. 0.29° MAX$HI MAX. »%UK m 1 ::: e•,e (SEE NOTE 8/1) .W 61 2 5OR {� + 2 1 16 d (BEYOND SEYONO g - 'e #9 5h£F7 4 a . A MIN. .' MIN: SEDM EMpEI�MENT NOTE I — — — — - - _ — — — — tA§E NOTE 9Jt.w .. .a c n• MIN. WORD° 1 1 OR 8 OR 1 SUCK OV W 4 .0.1.•0. °d°(SEE SCHEDULE 01 ON SHEET 4)— g 1 W9fET4 •� ': MAX.FRAME WIDTH(SEE SCHEDULE Q1 ON SHEET 4) 4 e 0 0. STEEL MEMBER BY OTHERS MIAMI DAVE COUNTY SHALL CONFORM TO A.S.T.M. .p��••++ //••gy�pp APPROVED MULLION (UNDER . A-300 A-883 OR A-38 W/ X I G�IVIS OR CONC NCB 12 CAGE MINIMUM WALL SEPARATE APPROVAL) , THICKNESS• BLOCK WALL 0.28' 0.28° REQ'D, EEE SO�DIAE 6d �2 W 9�3'4 9E SOfAJI.E 8 Z s OR (( + � ® 2 t4 s #2ONSW4 I T14— (BEroND) oanoNU (BEYOND) ck ® 0 MIN. W EMBEDMENT NOTE 9/I =—_— — — =, — _ __ — SEE — OTE 9/1 4 11 q OR 4 O E R 4 11 1 4 MINIMUM WA L SW 8 OR 1 it 3 Tlfl M31 U ALLOY TS -MAV D.L 0. 'd'(SEE SCHEDULE#1 ON SHEET 4 ti �I CNOW4 FRAME WIDTH (SEE SCHEDULE#I ON SHEET 4 Illdluiryie XTERIOR j1off` .TILL�p'�'1 al O�unAeunmNOaoo�tro¢nv�omlyN�l+�l+oz�) 03019 9L1300 Mo. suua�ptaoagl , :'�,1 r G��5E LARt� ILEI ACi RE8181 d/r g mmm SECTILONS D—D A r OL B C Q 1Na. '°° ''�"�"°INSTALLATIONS INTO WOOD. POUR,,,D CONCRETE, 1 , ��6. y�,�p1�, 1� � 6A t�OA C T TO e tic . ;�,� 011-1' h1R.Fat f i3. +i Wl sae.oamlal 0aa4cGf11 1Z-A05 CONCRETE LH OCK OR METAL. �ATn1 Z. 6 +a SIM aW a. WI •DADEOOUNTY ';y •, w 4 1'�7 f �o� ,/ALIT a 39361 0 OF 9 �iij/nlNflf SEE SDIML<E ®y2 ON'SW 4 028° .... _....-: MA%.28" _ ., —MPJG. O.L.O. °b" (SEE SCHEDULE g1 ON SHEET' 4) •S 1°x PT. ' 7 OR 8 n o BUCK g (BEE NOTE B/1) m ON StW 4 �� 7 1 ° � ... <7 . ,n #2 SffEf 4 � a .o•'< W B . .. MIN• • M. 'y Z NOTE 1 $�E EI%ECNT \—S OR (0)OR ME SMLE ° ° O MIN.T 2'9 OOD y ON SE 4 # 2 ON%W 4 �1 BucK DPOONAL 3 d' a \4 @JW MAX.FRAME WIDTH(SEE SCHEDULE#1 ON SHEET 4)STEEL MEMBBERRM OTH M XT�RI�3R MIAMI DADE c0uN1Y , A-500 A-883 OR A-38 W/ APPROVED MULLION (UNDER CONCRETE 12 OAOE MINIMUM WALL SEPARATE APP THICKNESS. ROVAL) OR CORETE �A)L O.L.O. V(SEE SCHEDULE B1 ON SHEET 4 020" BL OC K NC WALL SE S4. MA&SHIM OR 420 OR SEE SaIMLLE REO'0• 'ME I ON SHEET 4 02 ON SI 4 7 1 • � W EMe�oMENr MIN. EE NorE S/1 SEDMEN DIE 9/1 8 OR OV SW 4 W SE4 UM WALL tlRONAL / N ALUMINUM ALLOY ---MAX, FRAME WIDTH (SEE SCHEDULE gt ON SHEET 4) 808J-TB FI:ORIDA BUILDING CODSQiIphVelccayKwdp reZ—) PRODUC'TREVISM .P./ V ,� ®2at:mTwO xtn Cfv L usemuplytngwlththeFledB® �`��,.JGFNSE t �w/e q®„m UME MISSILE IMPACT RESISTANT a/rr./etov/a wmwg SG.�o1�I�S E—E BAoml?teallo �(� �i. �w b V INC. 288 WEST 78 t�no Ot/09112 FIIALFA�.f4 33014 0AT8 ILL fA l�IIONS �1TO WOOD PORED CONCRETE, tonDAte tutmNt�nwu tiOYPAN9 rtro94 W .sue-eto3 Mv. \ p NG 3� -8IM CONCRETE BLOCK OR. METAL. s x� oP r. v 1 .' xgo t.aam 12.005 N. SCALE 1/2'e I" MIAMI•DADECOLINTY 1�� '� FlAWDA�a a�fbTP'� � ao agar m s BBHet 7 ev e a a 72 (3) #$ X 7' PH SMS 1 I 1 i I L�� • I ` �\ I 2t COUL SRICONE r(2) H SUSA ` 21 COOT.SNJCGHE I '\ f I \ 111 fI . f I I f1 I � I I 2 I I I 12(3) I8X Ia PH SRtS CORNER .CONNECTION AT FRAME HERB AND SILL SRALE 1/2° — i° // �. FLLlaIR6Ptt3m cow(tlpvwm*time Z=4 PROD CrRENIM p ePb • '°/°�, 0=2°nss mpA•/-�m ascmnptykgwbbtroFWdda LARCEEEWAGTIgMWW • 00t/ i'� pra UWEC " it M14 a , XF 7151lIt1 a CQMPJW tmr me stos is :u+ 125 gy :tw M: CWHiIX ft\, LECI U.4167 arb m.� SN�f 8 �'8 • d 5 OR(5A + 5A} 1� 7 12 (2) #8 X 1 PH SMS 6 t2 (2) #8X1. PH SMS CORNER CONNECTIOR AT BOTTOM VENT SCALE 3/4" 1�''` �iIUT �__ RoAmnconec�vu�) FRa MCTRBVMM °� _: SF ♦ = oaa�a auaea aee S F9�MENAW Nti1.E 9 Y/ '�._ t,ARC#�II.EIMPIICTTAN7'. ss=moyn8uftfaFtmida °� �° �■! r asn-ft 78 14 Ol/06/7a i� '6e�rQ 6lic. PFID �'�-ato3 aa'[F 1 -005 � (r� TLLLV t 0 �JINIf FAX: 558-6889 � � t mvea N. A••'' v�:J\ a° vAL7Bt�.I$!11'.8v P.E m.s u®aa � scm. aim aia 3� FIA�t Lla tttx3T °°�+ SHM 9 DF 9 M 1AM MIAMI-DADS COUNTY ' PRODUCT CONTROL SECTION DEPARTMENT OF PERMnnTiG,ENVIRONMENT,AND REGULATORY 11805,SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA} wvvw.mlau►ldade. pera! General Impact Glass&Windows,Corp. 290 West 78th Road Hialeah,FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 1121000 High Impact.#Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT:Drawing No. 12404,titled"Series 21000 High Impact Fixed Laminated Glass Windows",sheets 1 through 9 of 9,dated 01/09/12,with revision#1 dated 01/09/12,prepared by Tilteco;Inc.,signed and sealed by Walter A.Tillit,Jr.,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 copy of this entire NOA shall be provided to the user by the manufacturer or its i This NOA revises NOA#10-0104.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.17,07.06.07 ME Expiration Date: February 17,2015 r Approval Date: April 12,2012 41 /, '/11Z Page 1. General Impact Glass&Windows.Cara. NOTICE OF ACCEPTANCE: EVIDENCE SUBN TTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 12-004,titled"Series 21000 High Impact Fixed Laminated Glass Windows%sheets 1 through 9 of 9,dated 01/09/12,with revision#1 dated 01/09/12, prepared by Tilteco,Inc., signed and sealed by Walter A.Tillit,Jr.,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 20.1-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. F 11,6058,dated 10/23/09,signed and sealed by Julio E.Gonzalez,P.E. (Submitted under previous NOA#10-0104.03) C. CALCULATIONS 1. Anchor calculations and structural analysis,complying with FBC 2007,prepared by Tilteco,Inc.,dated 11/12/09,signed and sealed by Walter A.Tillit,Jr.,P.E. . (Submitted under previous NOA#10-0104.03) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to EX DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butaciteg PVB Interlayer"dated 09/08/11,expiring on 12/11/16. Mandel Pe .E. Product Control finer NOA No.12-M.07 Expiration Date: February 17,2015 Approval Date: April 12,2012 E-1 General Impact Glass&Windows.Corp. ` NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,dated January 27,2012, signed and sealed by Walter A.Tillit,Jr.,P.E. 2. Statement letter of no financial interest,dated November 3,.2009,signed and sealed by Walter A. Tillit,Jr.,P.E. (Submifed under previous NOA#1 0-0104.03) 3. Laboratory compliance letter for Test Report No.FTL-6058,issued by Fenestration Testing Laboratory,Inc.,dated October 23,2009,signed and sealed by Julio E. Gonzalez,P.E. (Submitted under previous NOA#10-0104.03) G. OTHER 1. Notice of Acceptance No. 10-0104.03,issued to General Impact Glass&Windows, Corp. for their Series"21000 High Impact Laminated Glass"Aluminum Fixed Window—L.M.I.,approved on 02117/10 and expiring on 02/17/15. r Manuel Pe E. Product Control E m er NOA No.12-01 6.07 Expiration Date: February 17,2015 Approval Date: April 12,2012 E-2 GENERAL NOTES: 1.SERIES 21000 HIGH IMPACT FIXED LAIJI Y FED GLASS WINDOWS,SHOWN ON THIS PRODUCT APPROVAL DOCUMENT(PAD.)HAVE BEEN VERWO FOR COMPIJANCE IN ACCORDANCE WITH THE 2007&2010 EDITIONS OF THE FLOM I UaDING CODE THESE WINDOWS MAY BE INSTALLED AT HIGH VE.QCR'f HURRICANE ZONES(MIAMI-OADE BROWARD COUNTIES). -- DESIGN WIND LOADS SHAD.HE DEIERMINEI S PER SECTIONS 1820 OF THE ABOVE MENTIONED 0000, USING ASCE 7-03 STANDARD FOR INBTALLATTONS UNDER 2007 FBC &ASCE 7-10 FOR INSTALLATIONS UNDER 2110 FOG AND SHALL NOT EXCEED THE MAXIMUM M.D.)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDTI .ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.O.:,DESIGN WIND LOADS BY MULMPLYNG THEM BY 0.6 IN ORDER OMPARE THESE W/MAX.(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VMR THAT ANCHORS ON Aq„AS TESTED,WERE NOT 0ARSTRIMED,A 331 INGRIASE N ALLOOME SORESS FOR WIND LOAM VS IM USED N TIER ANALYSIS, FASTENERS SPACING IN H000 HAS sm IN ACCORDANCE WITH NDS M& °a°frame w,dth "a°frame wt °a°frame wW THESE WINDOWS'ADEQUACY FOR IMPACT ND RESTANCE IN BEEN VERIFIED N ACCORDANCE WITH SECTION 1818 OF THE ABOVE MENTIONED.CME AS PER PROTOCOLS TAS-201, Lr_ _, _ _-� � ---- - -- � TAS-202,&TAS-203,PER FOMM MON LAB REPORT#80th AND AS PER SUBMITTED STRUCTURAL.CALCULATIONS,PERFORMED AS PER SECTIONS 1812&1818 OF THE FLORIDA VIR BUILDING CODE,2007&2010 EOTTONS, Y. I I �- 'u 4.TIM 110100111 AM a"from wltllh c°home® "o"from wtdth 0.THESE WINDOWS COMPLY WITH SECTIONS MI.2411.4.1 AND 2411.4.2 OF THE FLORIDA BUILDING CODE 8,ALL ALUMINUM EXTRUSIONS SHALL.M 4UM ASSOMON BOWT8 ALLOY AND TEMPER.THE MOM OF ALL EXTRUSIONS SHAD.BE AS SHOWN ON SHEET'2 OF THIS DRAWING. 7.ALL SCREWS USED FOR ASSEMBLY TINS 1MEIAL T CODE MET WT O B ISTAINLESS STRENGTH AND 8316 IS SOLE OSIOENCO ON RESISTANT MATED CARBON STEEL,rS PER DIN 80018 AND SECTION 2411.3,3,4 OF THE BUILW 8,WOOD BUCKS NOT BY GENERAL.IMPACT &WINDOWS.CORP,WOOD BUCKS MUST BE SOUTHERN FINE WITH O-O.ITB,AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 AND 2326 OF °a°fromo °a°troma width THE 2007&2010 EDTTOMS OF THE FLO A MONO CODE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE WLDING STRUCTURE. (A) TO OWING POURED CONCRETE:( f a=2730 pal.),MIN.EME DISTANCE=2 1/2". - 1/411d ULTRACON 1 I/4"MIN. AS MANUFACTURED BY ELCO CONSTRUCTION FRMUCTS, (cowomEN&THRU 1"P.T.WOW BUCK 1 I I (B) TO Dow HOLLOW BLOt3t WALL( Pm- 1824 pal. MIN.EDGE OWNCE m 2 1/2" - 1/4"0 ULTRACON 1 Ile MIN, &ENT:AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT&TIM 1"P.T.WOAD BUCK. (C) TO EXISTING 2x P.T.WOOD BUCK.( 0=0.88)MIX EDGE DISTANCE= 1°. - 1/4'9 ULTRACON i 1/2"MIN.I if NED PENETRATION,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCT'S.(COMPONENT•®). (U) TO EXISTING MIX 118°THICK ALUMI 111 M TUBE(6063-T5 ALLOY)MN,EDGE DISTANCE- 1/2'. t l 1/4°9-14 TEK SCREW,MIN.3/1' ONG,AS MANUFACTURED BY ITW BUILOEX,INC.(COMPONENre). i t 1 8". (E} TO EXISTING MIN. 2 GAGE(0.106 MEMBER(ASTAt A-SO4,-0-853 OR A-36)MN.<RME DISTANCE 3J - - 1/4�-14lElt SCREW.NN 3�° 0.AS M4NIJFACNRED BY TW BUILDER NC (COMFKXNENT�). °a°�a °a"trams w °a°frame wid °a'frame wtd 10.PROVIDE 1/4°MAX.LOAD BEARING SHIM 12ACE(TYP.). 11.REMAINING MMPONEMS FOR T14M WIND WS SFIALL BE AS INDICATED ON TOLL.OF MATERIALS ON SHEET 2 * MAXIMUM A.S.D. DEMON PRESSURE RATING 12.MDOWS'MANUFACTURER LABEL SMALL PLACED ON A READILY VISIBLE LOCATION. OR FOR ALTERNATE SHAPES AS SHOWN ABOVE ONE LABEL SFNLL BE PLACED FOR UNIT,LABEL.SHALL READ AS FOLLOWS: OR SIMILAR CAN BE DETERMINED WITHIN SQUARE BY INSCRIBING L�NEPoE..wAOI'om AND WND01Y? FIXED WINDOW SERAPE YATFON SQUABS"o x °b" HINFAH,FLORIDA OR RECTANGLE a x V AS SHOWN IN DOTTED MIAMI-OADE COW PRODUCT CONTROL 4MOVED LN1S AND 013TANINO MAXIMUM A.S.D.DESIGN PRESSURE RATING (psi) FOR THOSE ALTERNATE 13.(A)INS PAD.PREPARED BY THIS ENGI ER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SHAPES FROM SCHEDULES ON SHEETS%7 81 8 SPECIFIC PROJECT.LE WHERE THE TE CONDITIONS DEVIATE FROM THE PAD. K%UM 21009 KW 118>ACI'F00 LAW AM (B) srucT I GNiFILS D HEI E+ DGESNm ATE THE 1��'`�`.WWR A�nj�/r vt+a�xltmows MIAILM ON THIS ODCUMENT.CON tUCfICN SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIMUTY. ++ Q`,• ..........'••.,d (C)THIS PRO WILL BE CONSIOEREb IF ALTERED BY ANY&FANS + `�• r+ FLORIDA BUILDINO CODE Hi Velool HurHoons Zone (D)SITE SPECIFIC PROJECTS SHALL BE ABED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT O101II TO�� SIeR1�821 0 HIGH IMPACT FI MWH an WHICH WILL BEGONE THE ENGINEER RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL aROdm plgingw061TtettFatlda f LAMINATED GLASS WINDOM LA./"/" RESPONSIBLE FOR THE PROPER USE THE PAD. ENGINEER OF RECORD.ACTING AS DELEGATED %ENGINEER TO THE PAO.,SHALL SU TO THIS LATER SITE SPECIFIC DRAPING FOR RENEW. L + m/aaall2 (E)ORIGINAL PAD.SHALL BEAR THE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL E C a aNe. �e IRGIMUEER OF RECORD THAT PREP IT. ,� •. '�44 wiMN� o �ae 12-004 • + " °°O _ w aa� ew maema mew a9Awttts W X-OADE COUNTY P.E. w ea-aoaa711 .e taaer t ar s BILL OF MATERIALS 10 10 y OESCRIPfION DIMENSIONS a moms MATERIAL •i : ° ? (2) REQUIRED 8083-T6 1 FRAME HEAD ILL. � 2 FRAME JAMB (2) REQUIRED 6063-TG h n 3 FRAME BEAD FOR.FULLY STRAIGHT FRAME WINDOWS (4) REQUIRED 8063-TS %e 3 I•• v 3A GLAZING BEAD FO CURVED AND COMBINATION CURVED HT FRAME WINDOWS (4)'REQUIRED 8083-T8 a WEATHER 57RIP1NG,'ULTRAFAB E-271 (4) AT GLAZING BEAD NEOPRENE 9 4A WEATHER STRIPING•SOLID RUBBER (4) AT GLAZIN4 BEAD NEOPRENE #1Gx1 1/4"S,M.S 0 12"O.C. 45 WEATHER STRIPING 0.296" HE10HT, SCHLEGEL SYSTEM. INC., Q37ST190 {4) AT GLAZING BEAD' NEOPRENE SING Er�J�, FOR A7.IN jyEl"AI- FOR 6 CORNER FRAME ASSEMBLY SCREWS (z) #8 x I" PH SMS REQ'D. STEEL DETAIL 6 DOW CORNING 995. ------ STRUCTURAL 98. STRUCTURAL SILICONE id 1q1� 1tl W� 3P 6A DOW CORNING 798 ------ STRUCTURAL SILICONE Y WHITE COLOR SILICONE AT FIXED PANEL FRAME AND FRAME CORNERS. ALL AROUND (EXTERIOR) SEALANT 1/4"0 ULTRACON BY ELCO CONSTRUCTION PRODUCTS, TO POURED ---- CARBON STEEL 0 ON HOLLOW BLOCK OR WOOD WALL REQ'0. EE SCHEDULE 5th OA 0 eA 1/4°91 TIW YUILpEX TEK SCREW TO METAL(SEE SCHEDULE) FRANK LOWE RUBBEL 0.148 HE BUh1PER SPACER, CUT FROM 3 8 p SPHERE, CLEAR 3 SILICONE 1 t FROM CORNERS MAX.ANO 12" O.C. {MAX. AT MID-GLASS SITE ELEVATION GASKET TL8-28r CLEAR. 0.211" HEGHT BUMPER SPACERr CUT FROM 3/S"0 SPHERE CLEAR 3" FRANK LOWS RUBBEL, SILICONE 4A Q FROM CORNERS MAX.ANp 12° O.C. MAX. AT MID GLASS SITE ELEVATION GASKET FLY: CLEAR. A INTERLAYER BY: g/8" " ( 0.590" (9/16" NOMINAL) LAMINATED GLASS W/ 1/4° H.S. GLASS + E.I. DUPONT DE NEMOURS & GLASS 3 6 I 18 0.090" SENTRYGLASS INTERLAYER + 1/4"H.S. GLASS Co. INC. 9A INTERLAYER BY1 0.484" (7/18° NOMINAL) LAMINATED GLASS Wf 3/18° H.S. GLASS + E.L DUPONT DE NEMOURS & GLASS #Iox1 1/4"S.M.S 0 12"OC. a 0,090" SUTACTTE®PVB. INTERLAYER + 3/16" H.S. GLASS GO., IN INTERLAYER BY: GLAZING MAIL L.F'OR cl A�INa DETAIL.F9$ 99 0 090° (5/16-U1'ACITE40 PPV8. INTERLAYER +Li CLASS S1/8*LAS55 GLASS + E.I. DUPONT DE NEMOURS & GLASS tlA W/O tlA W/8 2 ega° ,7gg• 1.129° .114° 312" .O6° 990' 1,049°• ��° .062° 312 ,37g" .069° 10.0' (1YP.) o: 1GB tl6 .367° ° 066` 41" ' } j 06z" �. 9 S .oe2° .120° w"z2° 4s4`I.' 8 DYJa. .oez" („�`,,I D AND COMBINATIOhI 4B 3A .134' .309` +IRIDl1 R�1G}LS, � Va. 1 Q(3�A,71NG BEbD. CLASS a� wF_AD & SILL ~��I��r* «+Al�a� WINDOWS mrE O FRAk, 6083-0 ALLOY 9 9 6083-T8 ALLOY 6063.-T8 ALLOY 10x1 1/4°S.M.S 0 12°D.C. ®FRAAAE JA1u18 COMPONENTS 6083-T8 A7t�Qy......,, GLAZING DETAIL FOR GLAZING DE1$IL FOR ►+''' p, TI[(/ SCALE 1/z" m 1° + �..." .°TJ FLORIDA BUILDING CODE HI h Ve1ooN Hurricane zone � o:aotz nlxcao me. SERIFS 21000 HIGH IMPACT FIXED ozaxTt en OB W/o @w/9 FRGnuerRumw ��.:�.� ? LAMINATED GLASS1tUl OWS 1a/x E./Aa ggcmvIfty dldwFlwws a 1 01/o9/tz G LAZ I G DETAILS 41-ME ox b.° - x1ALlgi{,PL 330,4 BATS 0� •B G��. PH9xFi{3� 608-8103 �1 e a ecro9veete6a oaerurr cw teas ese-ease 12.004 S LE 1 f 2" ToY 9 COU +E �i�iltlrte u^FRAME WIDTH "a^FRAME WU N V FRAME WIDTH SHORT SIDE SHORT SIDE SIDE OSCHEDULE) (SEE SCHEDULE). (SEE SCHEDULE)' (SEE 1 +© a/ — �� DErarL 1/9 A^/ 11 +.81 p'ja ©+ s s } DETAIL 2/9 DETAIL 2/9 10 an�oR® 10oR O�oR�\� ' 10OR @OR® 0. a LA.(o IL ��X��666111 o�� a or cr® I" aaotu�nn.I (a,ARM=TYP.)mtom„P.I Aj Max. ♦ A'/b roc. MWAX DETAIL 1/8—r� +® DETAIL 1/8j +® DETAIL i/8 2s 1 ELF ROUND TOP GASH SCALE- 1/2'-V-0 BROW —O 1/2^-1'-0 SCALE. 1/2^®1'—D 1/2^= *0 MAX.ANC PACING �reL EXTER R' ELEVATIQU F 'FRIES 21 QQQ (SEE scHEDU N sHEEr.s) HIGH IMPACT FIXED AM N TED..GLASS WINAM ' �dP per• •�/��,16p" y SEE NOTE * ON SHEIU,�+' ////r/�iiri aFOR (SHORT SIDE). � •'1�i1 TiL(f)'�'"� b° FRAME LEN (LONG SIDE)AND ✓ FLORIDA BUILDING CODE (High Velocity Huntoano Zone MAX. U.L O. a) MAX.O.L.O. (b) d 4 SEE s SHEETS e,7&g edam o>Ra SERIE821 O.HiC3HIMPACTFlXED' J./RX. n tmonOCT xevTS® ` Q i MiMTED fl ' WMp0WlB i lRS/n 0 esaompipiogovlUlUwFMrIQR 1R� it zao Dear x ape 01/49/12 Aa S .*1 i Ja� 0� :i•t O C`+ CAT% DNo 1r O P 12-00 4' ee cie M ADE 01° sm 3 of 9 POURED CONCREM OR cmcft-IE mm REO'D. MN. 1/8`FANRAUM WALL TFECKNEss. EDMENT. POI B ETIMO EMB N .. O CONT. AlUR9NUM ALtOY 8O8D-TB MK (SEEN 9/1) W.T.wm BUCKS (SEE NOTE 9/1) DADE COUNTY APPROVED MILLION S NOE /I) � SEE NOTE 8/1) OPTIONAL �M BffY� OR CONCRETE BLOC< 1/4" -UMI 1/0.°Mm CONFORM TO ASTM ASOO,A883 _ _ --- _ REO.O. .s _:. SKIM SPACE SHISH SPACE OR A38 WITH 12 (TYP.) MWIMUM WALL EE NVO T�E ? ADM.•°.T•,, 9/1) EMBEDMENT. *: . c••q. �: 5 N TE 9/0.' rj rl17T ° 1/4°M AX 1 1 ffi9M SPACE f/4°MAX. ..1. •.•.�. 7 (TW) 7 _ _ lSHttd DACE z�� i . ONAL 3 s B •ALUMINUM/NYLON ANCHOR COVER 7 0.(o) 7. 2 2 C2)---/ 2 `o°FRAME WIDTH(OR SNORT SIDE.SEE SptEOULE}- �{ BEYOND BEYOND ND BEYOND CC. p :...:.,..•.:•. Oi G, R (SEE Nt> 0/1) 1/B' UN"AL WALL THI(AWESS UMNUdI ALLOY 8083- $ OAOE COUNTY APPROVED MULLION N VNDER 819+AtO1TE AP OR 1/4°MAX. R TO BY OTHERS .SHIM$PACE OR�A30 ,CAAe((o-11�A)J' O CONT• (TYP.} MINIMUM WAIL THICKNESS. oPnoNaL z a a a NMCX>1ER D BEYOND BEYOND BEYOND BEYOND +9 1 S 1° 1 B b MN.E0. OPTIONAL// 3 CHOR COVER N � 9/1 BE Nm 1 1J4°MAIL 3 1 _ _ (Typ) nog NZ SHRd SPACE 7 7 CONT.(trPJ 0 OR F@.-. ® 2 T MN.THREADEO 1 4°Max. 3 y (SEE A 1ON SPACE ^,40.(a YWOOp .E> 'M�:&b•, �• •BEOMEIIT •."a"FRAME WIDTH(OR SHORT SIDE SEE SCHEDULE Mft m NOTE S/I�. '�°'(SEE NOTE 9,/1) (SEE B/1 8 POURED Om SECTION OR CONCISE B 8 SPT.WOOD BUCKS $GALE:3/B°=1° FWD, SEE NOTE 8/1) itFtNllliiio SECTION .A-A ;i'' P ��z"°'t FLORIDA BUILDING CODE 11 v8(0Ot wMFf100no ZONB SCALE:3/8°=,° PROAUCT1213VSSED OROU Tum IRO. S ES 210011 HIGH IMPACT FUM D ORAYW SIY PRODtdy BUhuwFlortda ` .�Q'��' P1SF''';y IJ+MINATOGLASSWINCI W1iS I.A./"A.o BOOdt6gCoib �� ITEM °M aao 13 78 8110.1 o1/O91T2 A 80O No .' ` --coo—m MW OM 3lOts OATC DRIP .•'iM PIroNEr 13 8584 / /� ; eoo B Frey(� s� 72004 wry i'tsasllm ka.all 03 �aPSi�ee ORAWM N. O .•aw F: uw m as mR ae. waronm u+s • -DAOECU P E EB 1 ao se-m i e1ucF a of • - °1j�iiliiiNNti li . POURED CONCREM OR CONCRETE BLOCK REOV. MIN. 1/R°NRJIMUM'WAU.TH1 EMBEDMENT. g P O CONT.(T- j ALUMINUM ALLOY eg83rTH N { ) {REE NOTe B/t) 1 .T.waro BUCKS (SEE NOTE 9/1) DADS COUNTY APPROVEp M { E NOTE 8/+) - .. {UNDER SEPARATE APPROVAIJ.OIT, POUREO'CON OPVONAL/ STEEL MEMBER BY OtFRDRS SHALL OR CONCRETE fRFX. SF 1/4-.SPACE ANCHORNLOVVER 1/4°MAY a. •,t•,:•.. CONFORM TO AMU A900,A03 e _•�c�_:__a� REaro. •:. tYP. OR A35 TH 12 a.10O°) Li y ( ) 91fM SPACE .'a tdPl."..•WALL • .SEE Nt)lE 9/i- ~' $ EMBEDMENT. •• YyJJ t, SEE N a�Jl): a'. T jLV MAX SPACE t/a°MAK 1 a • �� 7 9MM�SPRDE !y 7 CONT.(IYP.) _ _ u�}$k 8 `• 8 ALUMINUMJNYLON ANCHOR (m'•) $ MIN.z°s4°P oR®OR 09 g '•{.': WOOD Suet 7 2 J O.(a) 7 2 2 2 Z °n FRAME w10R1(OR SHORT sm SEE SaHEOULE� y� BEYOND BEYOND BEYONO BEYONa p ;•.... `tA �y Il (SW NOTE 8/1 S �O OR �QR OF Q- OR Cg c / MINIMUM N THICKNESS M ALLOY G 0-15 WA M I OADE COUNTY APPROVED MULLION WARATE Al q 1man R BY OTFIERS SIW. 1/4'MAX. L �Wt SFRM E C�NPORM TO i POQQ.A88a U7 CONT.{TYP.) WPMMUM W�ALL fz OA pT00� OPTION& 2 2 2 2 ALUMM ON BEYOND BEYOND BEYOND BEYOND ANCHOR P ' (TYP) $ N t $ $ MINI&D. oPnoNw. SEE NOTE pJy ( AoRokE�t °MAX, 7 yp') 7 cow.(TYP.) b OR ®aR ® 2 En �, h9N.THREADED 1 4°Man _ 7 °�.,. ;.'•; +"a•FRAesE Wnmy(OR at+aRr StaE.SEE sD WtTDD Bust :Eb' BEOMENT. tRN. •�: NOTE eJi):•. 'e.''(BEE NOTE 9/1) POURED CON ¢ SECTION K CONORETE 8 P NOOTTEO� P'TI' SCALES 3J$°=1° hE0`D. +a a SECTION A'—As _..•. ...... q 4 FLORIDA BUILDING CODS NI n Voloatty Hurclaano Zane sCALE�a/e°mt° ®amaTUTwoum SF.FItE$21�1DHIO I PACT FIXED �� PR�mCrRffVtldeFl9dda 1}q�67 •:* �NATMED 0L//++ 11 W�NPAII�.F4 JJO�fa Aff c® nHaNE( as9 etos -CR O COMPANY Fina I a98-e�9 „$=��.�. -�aeta �,1amaad�aatma 1z oaawm9t¢No . -BADE COU 'P.' a •YSPJ TE g, am awaa +' %mr S or e t MAXIMUM FRAME WIDTH"a"AND LENGTH"b"VERSUS A.S.D. DESIGN PRESSURE RATING ho)s SCHEDULE VALID FOR ALL SHAPES WITH GLASS 10 "aa "b" psf psf "a" "b" paf paf "a" "b" psf psi "O" "b" paf paf "a" "b" psf psf °a" "ba psf paf + - + - + - + - + - + - 18° 130 184 24" 130 194 30° 130 134 3B° 130 184 .42° 130 194 94' 120,3 142.8 24° 130 184 °�' 130 184 35" 100 184. 42" 130 194 48" 130 194 80° 170.3 142.9 '30" 130 184 '38" 130 194 42" 130 184 48° 130 184 Be 136 194 $6' 120.3 142.8 130 184 42' 130 104 48" 130 154 84" 130 184 '80° 130 184 72° 120.3 142.9 42" 130 194 48" 130 194 B4' 130 194 g0° I30 194 B8• 130 154 7$' 120,3 142.8 48' 130 154 54° 130 184 8b" 130 '184 do" 130 184 72" 130 184 Be 84° 120.3 1428 84' 130 184 80` 130 154 88" 130 154 72" 130 '184 78° 130 154 b0' 12.0 142.8 80' 130 154 88` 130 154 72" 130 184 76° 130 144 84° 130 1$4 98° � 120.3 1428 66' 130 184 7Z' 130 184 78 iJ0 154 84" 130 164 gp° 130 164. 102" ,120.3 1428 72' 130 184 m' 130 154 94° 130 164 38° 9O° 130 194' 42" 9$° 130 194 108° 120.3 142.5 78" 130 154 84" 130 184 iib° 130 184 g8" 130 154 102" 130 154 111" 17.0.3 39 84° 130 184 90° 130 184 9$" 130 154 102" 130 184 'Co. 130 154 80" 168.3 12$.3 90" 130 154 24" 90" 130 184 30" 102° 130 194 105° 130 184 18• 1141 130. 154 Be° 108+3 128.3 8$° 130 154 102' 130 104 108" 130 154 f14" 130 184 120' 130 154 72" i0&3 i2B.3 102' 130 154 108' 130 154 114° 130 184 120° 130 154 128" 130 184 W' 78° 101W 128.3 108" 130 104 114° 130 154 120" 130 184 126" 130 184 132° 130 154 78° 108.3 12B.3 114' 130 194 120" 130 184 128° 130 184 132° 130 194 138° 130 154 84" 108.3 128.3 120' 130 154 128" 130 154 132" 130 154 138^ 130 184 142' 130 184 90° 108.3 128.3 128' 130 104 132' 130 154 138" 130 184 144° 130 154 4$° 130 184 98° 108.3 128.3 132' 130 184 138° 130 194 144.° 130 184 180' 130 184 Be 130 184 100" 108.3 !-F&3 138° 130 184 144' 130 154 180" 130 154 1B6" 130 194 90° 130 154 B6" 98.8 110.87 144" i30 184 180` 130 154 183' 130 154 182° 130 184 e$° 130 184 72' 98.8 Ii&87 190" 130 184 198 130 184 198" 130 104 186" 130 184 72" 130 184 66° 78" 98.8 1I8.$ 188° WO 184 182° 130 154 162° 130 154 78" 130 184 84" 90.0 118.8 182° 130 184 188 138 154 188' 130 194 $4" 130 104 90° 95.6 118.8 LLI 130 184, 174° 130 154 174° 130 164 �° gp• 130 184 72' 90.3 108.9 130 154 I80" 130 154 180° 130 154 80" 130 154 72" 78' 90.3 108.9 I30 184 188" 1� 154 188" 130 194 ,1 19Z° 130 184 192" 130 184 DIMENSIONS � '�EiY� 88' 130 154 83° 90.3 108.9 +wn IDZ° 130 I54 188° 130 104 108' 130 164 100 130 184 naa 114" 130 184 MAXIMUM DAY LIGH OPENING D.L.O. 120' f30 154 DLO(a) FORA GMN COMPO T EACH END OF GLASS aba 128• 130 182 SIDE COMPONENTS MAX DAY U(3H1 dpET11NQ DLO(b) 9 EACH END OF G LO. FD9" MAX. D.L.O. 9)+®.®+ 11 Ll (a) OR "a"-3.526" FLORIDA BUILDING COPE HI h Velour Hurrtbono Zone (SHORT SIDE) (1)+ 6)2 monucr pjmsu) Q�lSQ• r$ 02012 1e 2W as SERIES 21000 MPH I ACT M)CED �a Dm > lvmlaa[+Wrlas RG WINNtN ■■ m/oe/lz LAD. �+®f O p ` nNe' S !` �.�r o iIlIC. x6s D'TI. b" 3.526" *tJ �'�" ' i lru tcmmo A o sp21 n�tar� vex Bee-ease Qq ®� 1(�I' DY xA '• QQ.•'aa�� °106 " 6'°° 1-1621 aoo enomml .+rib Lwm ow OFAB° WAUA 89wBB719 r8 ao aa" " 4 axcer 9 oe v '.;ooigNff" g MAXIMUM FRAME WIDTH"a"AND LENGTH"b"VERSUS A.S.D. DESIGN PRESSURE RATING (pst) SCHEDULE VALID FOR ALL SHAPES WITH GLASS (UA) "b" psf psf "a" "b" psf paf "a" --b" paf paf "a" „b,, paf paf "a" "b" psf Pso "a" "b" psf paf t8° go 90 24° so 00 30" 90 80 38" go 80 +2° so 64°. 83.3 83.3 24° 90 go 30° g0 90 36' 90 '90 42` go 90 48' 80' 60° 83.3 83.3 30° g0 90 38" so 90 42` 90 90 4@° tto 9q 84' 90 68" 83.3 03.33 38° g0 110 42' 90 90 48" 90 go f1a' 90 90 80' 90 &1" 72" 83.3 632 42" tm g0 4r s0 to 64° g0 90 80° go 90 88' 90 s0 7B" 83.3 83.3 48" iW gp 64° g0 90 80" 90 90 86° 80 90 72° 90 g0 @4° 83.3 83.3 64° 90 im 60" 80' 90 66" go go 72° 90 g0 78' g0 00 g11S 83.3 03.3 6o° go 90 �° 90 90 72" go 90 78" 90 90 84' so 80 98° 834' 83.3 88" 90 g0 72' 90 90 78° 90 s0 84" 90 so g0" 90 g0 101° 83.7 83.3 72° 90 so 76" g0 90 Be so 00 76° g0° 90 9q 42" g8° s0 80 80° 78 78 78° 90 g0 84" so so go" 90 90 98' '90 sq 102" 90 90 88° 78 76 8+° 90 go 00' g0 s0 88" go 90 102" 90 g0 for 8p g0 72° 70 78 f8" 80° go 90 24" 96° g0 s0 30 Iw so so 108" s0 90 114° 00 90 80° 76° 76 78 go" so 90 fog° s0 90 108"+ 90 90 1143 go so 120° 8o g0 78° 78 78 102" to so 100" g0 90 114° g0 90 1211" s0 90 126° 90 90 84' 78 76 106" 110 w 114" 90 90 120° g0 90 128" 90 g0 130" 90 g0 g0" 76 78 114' 90 90 120' g0 90 126' W 80 132° s0 90 471' 80 g0 68" W.2 66.2 120' 90 90 128' 90 go 132° 90 90 138" 80 90 Ba° 90 90 72° 86.2 88.2 120° g0 90 132° w go 138' 90 00 144" 90 g0 60+ 90 80 a6" 78' 66.2 88.2 t32' go 90 13.18° 90 90 144' s0 90 180° 90 110 66° so go 78° 86.2 88.2 138' W g0 144° 90 s0 160" go 90 182° 11D go 63' 88.2 6s.2 144° 80 80 I60° s0 so 183' .90 s0 78° so 90 72° 62.8 02.6 1110" 90 90 far s0 00 fall, g0 90 48" 84" 90 g0 72° 78" ne 62.8 f ' s0 90 162° 90 s0 162° 90 g0 s0° g0 90 182' 90 80 180" 90 90 f e" 90 90 s8° so 90 166° g0 90 174" W 90 174° g0 90 174^ 90 so Igo° eo tro 17g 90 so (�JAdENS10NS LEGEND 96° so lot° 90 so too' 9a 90 168" 90 so fill° g0 s0 "a° fob" 90 90 114° 90 90 MAXIMUM DAY LIGH IbPENING D.L.O. .b. lu (') FORAGVEN CO T EACH END OFGLASS v SIDE COMPONEWS MAX DAY LIGHT OPENING EACH END OF S (ML.O.)Fomuds MAX. D.L.O. ©+®,®+ " " +4 ..y FLORIDA BUILDING CODE HI h V61001 Hwrlaane Zone (a) OR a"-3.526" oaolz u mo I% 8 21000 HI61H IMPACT FIXED tmafi116" (SHORT SIDE} ®+�,®+ PRODUCT a+fufbgDFladHe d'ifP GENB ''✓,➢ GLASOWINDOWB t+W �^0' e9ud61gCodo �p •'�� F•'• I A z9g 6wr 79 if0A0 af/O9pz MAX. D.L.O. D+V.Q+ A`�"�°°6 L E•c®INa, t X6»0 1103 0A7� vWfe 6>se-sass (b) OR "b"-3.526° ap fc'f �/'x�" . *� 'a �nv�q xe (LONG SIDE) 1Q+ ®, 1(�+ tYII SATE� i `� ' f t t" In va am* 3 1 A 1 l9atT 7 9R s 610 NAW° i1�' MAXIMUM FRAME WIDTH"8"AND LENGTH:'b"VERSUS A.S,D.DESIGN PRESSURE RATING (Pat SCHEDULE VALID FOR ALL SHAPES WITH GLASS 4 "b" psf psf "a" "b" psf psf "Qa -b" psf psf "0" '"b" psf psf ..a" "b° psf psf "Q" "b" psf psf + - + + - + - + +- Is° 78 78 24" 75 78 30" 78 75. 38' 70 19 42" 78 75 48" 70 70 24" 78. 78 30' 78 78 30" 70 78 42° 78 78 48" 75 70 Be 75 78 30" 78 78 30' 75 78 42" 76 79 48" .75 70 84" 78 79 80 78 78 38" 78 79 42" 78 78 48" 78 78 84° 79 7s 80° 78 78 48' 88" 78 75. 42" 78 78 48' 78 78 84' 79 75 011" 75 75 88" 78 .78 12" 78 70 48" 78 10 94' 78 15 80' 78 76 88° �A. 42° 72" 79 79 70 78 78 84° 78 78 80' 78 18 80' 78 78 72" 78° 78 78 84° 78 78 W. 78 75 e9" 78 70 72' 75 78 30+ 78" 84 78 70 - 90 .70 10 N°. 78 78 72' 78 75 78" 78 75 84' 75 90" 7S 78 92° 89 09 72" 70 78 78° 78 70 JO' 84' 75 78 90' 75 75 86" 08 so 84` 09.4 0914 78" 7s 75 '84" 78 75 90'. 78 78 98' 74 74 t02' 83 83 001 89,4 894 84" 78 78 90` 78 78 98" 78 79 102" 69 09 108° el 01 80' 09.4 89.4 90° 78 78 - 88' 75 75 102' 78 T@ 105" 05 54 88.4y9.4 18° 98" 78 78 24` 102° 78 75 105" 75 75 114" 82 02 78" 89.4 89.4 102' 78 78 108' 78 78 114" 75 70 120' 89 so 82° 89'4 88'4 108° 78 78 414° 78 78 120°' 78 75 123° 80 88 00° 02.5 829 114' 78 78 120" 78 78 128° 74 T4 �� 08" 82.8 02.8 120' 15 78 128" 78 15 132" 72 72 72" 82.9 -82.8 120• 78 78 132' 78 75 138° 11 71 14' 82.8 02.8 13Y 70 78 138" 78 15 144" 71 71 138° 78 78 144° 70' 78 148° ro 70 144" 78 75 100" 75 70 180" 78 70 188° 75 78 188° 78 78 182° 75 75 ter 78 70 108° 78 78 I . 13 78 174" 78 15 _�... 174° 78 78 10O° 78 78 - 180° 78 78 w 74 75 ,DIMENSIONS "�.. "dn MAXIMUM DAY LIGF 11 OPENING (D.L.O.) FORAGMCOMPONEN EACH END OF GLASS e COWONENT3 I MAX.DAY LIGHT OPENING �a @) v SIDE EACH END OF G (D.10.Fo11* o10 MAX. D.L.O. O{ �* ��ut�r"'' FLORIDA BUILDING CODE (High Velftalhf HU cons Zone (a) OR "a"-3.526" - (SHORT SIDE) ©{ A ©I rltolwcrt:urnsgu }�1 ,9; da"'=ra�cao a4 8 ES 21000 HIGH IMPACT '%ao mq"mplylugwhhuoFlor)11a 31Q' '�GENSF' $ 'LAMINATED%6gwmmm �, suO _d ig Cudb _ 91/119/iz MAX. D.L.O. 1�+ 3�t 10+ A` nai Nb Tk? IL B C O rise. PW 3 sae 111-e" Sere (b) OR "b"-3.526" 1fC t/ �V vvu Ins asst- 12-004 (LONG SIDE) p+ 1�+ .a STATE 04 0 08 «w mu uw ee oar OppMH9 fre 00-0008718 p8 'a10 ' -OADE COUNTY 8HW 8 or 9 1 X11 ml"�iiiintgttt� 7 CONT. ALL AROUND MAXiMPM AN HOR' SPACINQ. CHEDULE 9, NEGATIVE SUBSTRATE ANCHOR. PE A.S.D. DESIGN HEAD/SILL JAMS PRESSURE RATING t SPOT WELD, 2 75 or lees 9" O.C. 12" O.C. ER-4043 CONCRETE 1 4 °0 >75 up to 90 9" O.C. 11 1/2" O.C. OR BLOCK / (SSE NM9 as a a0/t) ULTRACO >90. up to 130 8" O.C. 9° Q.C. , Z > 130 up to 154 6 1/2" O.C. 6 1/2" O.G. 75.or-less 9" O.C. 9 1/2" O.C. ' TYPICAL N R. FR WOOD 1/4"0 >75 up to 90 a" O:C. 8" O.C. 2 - - ULTRA m tot WAI > 90 up to 130 5 1/2" O.C. 5 1/2" O.C. SCALE$/4"=1" > 130 up to 154 4 1/2" O.C. 4 1/2" O.C. 75 or less 9" O.C. 12" O.C. � 7 CONT. ALL AROUND METAL 1/4"0 >75 up to 90 9" O.C. 12" O.C. SCR i t mm OOn a W) TEK > 90 up to 130 8" O.C. a" O.C. � NOTCH (FYP.) > 130 up to 154 7" O.C. 7" O.C. i i rM[CAL.CORNER 4m). sCALE 31eft" . LAS FLORIDA sutLDINO CODE HI h Veloot Hurcloano' Zone pDU�Rgytygp osaiR rasaoO ma 8EME829�HIGH IMPACT m Oft on 160' P10"With fro mdse $ LAMINATED D GLASS WINDOWS Buitdl�sCoda ,�-� Date :'J1 �� Y®•fNC+ HW.PN4 FL aJ-9f OlU6 MONO{ �-8toa STATE OF �` '08 �8 1a o04 a7 N �0 -aou X10®' m ouc �w N+ n mn ORAYPINO c M —DAOE CGUMV i$ �` w -Ot � �e « nx&cr•a or O ��i' r,�i►�'��i'r�l��E° 'i�!�-��1 ::, � ti�a � , n.>�� ` `� -' Asp I; -,,. ,, �'� .►^.I `rte �'°�!. �r - a } . q A► r Mary Ah �t WAft . JAIRO BLANDON GARCIA 83 41 WD VM 30 08-23-2013 37 __37� WD -CEN26 iN co cQ �iN . amF :E Lo u7 8N 0 Lo IN cv N. T. S. $32 262_ �-3024 - M0 MCI M0 M0 M0 0 z TYPICAL EXTERIOR ELEVATION (0) EXTERIOR ELEVATION (XO) EXTERIOR ELEVATION (XO), EXTERIOR ELEVATION (XO) TYPICAL EXTERIOR ELEVATION f0) Type FIX T SH T •SH Type SH Type F O Mark: 1,2&3 ' Marna 5 Mark:6 Madc T& 6 Q � z n Q LEGEND ELEVATION DETAILS' U) ow yy Masonry Opening. Single Hung Window, z NOTE:. 1 wood buck to be independently anchored to the structure w/ a < yy Window Dimension, Fixed Window, min. of 1�yy embedment @ 6 spacing from ends @ 12,y o.c. elsewere. Height of the Houte 15- m 0"' �,� 9767 NE 13th Ave Miami Shores, FL 33138 LOAD.TABLE FOR WINDOW.AND DOOR-ANGELO NAPOLITANO Width Height Desing Press. Approved Press Wi Product Approval MKS Description Qty Tdbut.Area(SgFt) a Conf. Manuf. Rating Glaze (Inches) (Inches) N N.OA. # psK+) psm psK+) psf(-) WINDOWS AND DOORS IMPACMASS&VANDOWS Series"21000 High Impact Larninated'Glass"Alunvnun Fixed Large Missile Impact 7116".Laminated GENERAL IMPACT 1 Window 1 83 66 38.04 5 O 48.6 65.1 68.2 68.2 General Impact Resistant Glass Type"A" 12-0206.07 nwrecr cues a�u.�umoxs Series"21000 High Impact Laminated Glass"Aluminun Fixed Large Missile Impact 7116"Laminated ' MOLM 2 Window 83 66 38.04 4 O 48.6 52.7 682 68.2 General Impact Resistant Glass Type"A" 12-0206.07 Series"21000 High Impact Laminated Glass"Aluminun Fixed Large Missile Impact 7116"Laminated 3 Window 1 83 66 38.04 4 O 48.6 52.7 68.2 682 General Impact 12-0206.07 Resistant Glass Type"A" 4' Series"20000 High Impact"Aluminum Single Hung Window 1 .37 51 13.10 4 X O 48.6 52.7 80.0. '80.0 General Impact Large Missile Impact 5116"Lammnated Resistant . Glass 12-0206.06 5 Series"20000 High Impact"Alrmunum Single Hung Window 1 37 39 10.02 4 X O 48.6 52.7 80.0 80.0 General Impact Large Missile Impact 5116"Laminated 12-0206.06 Resistant Glass 6 Series"20000 High Impact'Aluminum Single Hung Window 1 26 26 4.69 4 X O 48.6 52.7 80.0 . 80.0 General Impact Large Missile Impact 5116"Laminated 12-0206.06 Resistant Glass Series"21000 High Impact Laminated Glass".Aluminun Fixed Large Mi 7 ssile Impact 5116"Larrunated Window 1 30 51 10.63 4 O 48.6 52.7 75.0 75.0 General Impact Resistant Glass Type"A" 12-0206.07 DRAWING NUMBER Series"21000 High Impact Laminated Glass"Aluminun Fixed Large Missile impact 5116"Laminated 13-149 8 1 30 51 10.63 4 O 48.6 52.7 75.0 75.0 General Impact 12-0206.07 Window Resistant Glass Type"A" �T 2 OF 2