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WS-11-2075Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 166438 Permit Number: WS -11 -11 -2075 Scheduled Inspection Date: December 22, 2011 Inspector: Bruhn, Norman Owner: MARIA GONZALEZ, ISABELLA DCTDI 17CI 'Avenue Job Address: 9546 NW 1 Avenue Miami Shores, FL Project: <NONE> Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window /Door Replacement Contractor: GENERAL IMPACT GLASS & WINDOWS CORP Phone Number Parcel Number 1131010240240 Phone: (305)558 -8103 Building Department Comments INSTALLATION IMPACT GLASS WINDOWS AND SLIDING DOORS Passeye Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ('C December 21, 2011 For Inspections please call: (305)762 -4949 Page 7 of 25 BUILDING Miami Shores Village. Building Department -- -Y .,; 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 {{ NOV 0 8 2011 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT APPLICATION FBC 2004 BY: Permit No. Master Permit NoU S Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) -tea b2 /t.tyFZe1/. Phone 7 6),., U/- [% 7 11 Owner's Address / 5 (f 6 41) I a�� Ve City it//c/2/q/. SI7L J 'A State 7;4' Zip 3 ) Tenant/Lessee Name Phone # Job Address (where the work is being done) .1�'' ve,o, %1/4.) / �/cL City Miami Shores Village County Miami -Dade Zip 375z) FOLIO / PARCEL # l(/- //)/ — l�c)- (7-0o2 V/) Is Building Historically Designated YES NO Contractor's Company Name evex4V Contractor's Address // 02 % Lc 2 - � City /-76'1 X14Wit State /;;;;2‘)A-4474....., Zip J / Qualifier Name t/ZE: c / Phone # State Certificate or Registration No. v 6� d /5 / / vV Certificate of Competency No. Phone # )5711.6- Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: 2 7 ` OD Type of Work: DAddition ❑Alteration ❑New Doe air/Re lace p p 11] Demolition Describe Work: e- t�l ,L) stir %% 624'55 /"J /%t/.) ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Fees************* * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** CJcJ Submittal Fee $ Permit Fee $ ID CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ "G. CO /CC Structural Review. $ Zoning $ See Reverse side -* Bonding Company's Name (if applicable)'; - Bonding Company's Address F 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 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." 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 for the first inspection which occurs seven (7) days after the building permit is whose property is subject to attachment. Also, a certified copy of the recorded notice of co ncement must be posted at the job site issued.; " •_ .� inspection will not be approved d a reinspection fee will be charged di Owner or Agent �� Contractor The foregoing instrument was acknowledged bef�/me this lZ % The forego' • trument was acknowledged day of , 20 // , by .��' k / e- /iW2Z /// , day of . 20 1(, by Signature Signature , who is personally known or who has producedi L�� '�. who is ersp °Hall_ known to me or who has produced P 361 ^'10.1- - . ''� °c�As id cation and who did take an oath. as idea ; on aid ho did take an oath. NOTARY PUBL NOTARY P Sign: Print My Commission Exp es: LIC- ST,9TE OF FLORIDA Manuel I. v1toG'-11Z -. on #DD791252 II ATLANTIC BONDING CO., INC. Sign: Print My Commission Expires: * ***** **** *** * * ****** ***,r**aY*l * * * ** * * *** ***** * * *** * * &*** * **** ** *fie** * ***,b**** **** ** **** **** **** ***** *** * *** APPLICATION APPROVED BY: ��/ (: `l (Revised 02/08/06) Plans Examiner Engineer Zoning Miami' Dade My Home My Home ia idacie.g Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Folio No.: 11- 3101 - 024 -0240 Property: 9546 NW 1 AVE Mailing EDWARD A SALVATORE Address: &W JANICE M Living Units: 9546 NW 1 AVE MIAMI FL Adj Sq Footage: 33150 -1702 Property Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 1 Living Units: 1 Adj Sq Footage: 1,458 Lot Size: 8,305.50 SQ FT Year Built: 1947 $0/$176,820 BONMAR PARK PB 17- Legal 11 LOT 2 & N1/2 OF LOT Description: 3 BLK 5 LOT SIZE $0/$176,820 73.500 X 113 Assessment Information: Year: 2011 2010 Land Value: $66,376 $66,376 Building Value: $110,444 $110,444 Market Value: $176,820 $176,820 Assessed Value: $176,820 $82,558 Exemption Information: 0 2011 2010 ENEMMIIIMM Applied $25,000 2nd Homestead: MEM® Exemption/ Taxable Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $0/$176,820 $50,000/ $32,558 County: $0/$176,820 $50,000/ $32,558 City: $0/$176,820 $50,000/ $32,558 School Board: $0/$176,820 $25 000/ $57,558 Additional Information: lick here to see more information for this c.ert Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Page 1 of 2 ACTIVE TOOL SELECT Legend ere Property Boundary Selected Property Street Highway Miami -Dade County Water Aerial Photography - 2009 0 112 ft H My ome I Property Information I Property Taxes I My Neighborhood I Property Appraiser Home I Using Our Site I Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site ® 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome /propmap.asp 11/2/2011 11, 3/2011 23:31 3054037804 ALUM SHUTTERS & G. THIS INSTRUMENT PREPARED BY AND RETURN TO: STEPHEN. STRALEY, ESQ STRALEY & O1TO P.A. 2694 Si'IRLDIO ROAD, SUITE 0.207 FT. LAUDERDALE, FLORIDA 33312 Pioperty Apphnisers Pastel Identification (folio)Numbers: I I. 03101 -O24 -0240 SPADE MVPs 'MIS LIE FOR RECORDING DATA -THIS WARD, + DEED, made the iltany of September, 2011 by IJIANR SALVATORE HERRON, A MARRIED WOMAN AND SALVATORE KNIGHT A MARRIED WOMAN. herein celled the dreeters. to ISABIIU4t PETRIIZZELLI, A SINGLE WOMAN, and MARIA FABTOLA GONZALEZ, A SINGLE WOMAN, AS MINT' TcENAPTI'S WITH RIGHTS OF SURVIVORSHIP whose pare afi'see address is 9546 Nr.W. to AVENUE. MIAMI SHORES, Ptt 3300. hereinafter coiled dm Grantees: artorte and rd (Whertmer vud ht<mm the rerree ;"g+wnro-" and "grantee Mt-We aR the miles re thtr natemnmN and me fret.*. toga ,al,ra9 fst batlNtkah, mat dx ssmtworvanrtewmv r,jmramane,a) W IT N EBB E T *I: That the gran tors, for and in ceaaide4aden of the sum ofTEN AND OWMECS vitnabin con4blenting% rerxopt RIvercor Ss beret} acknowledged, Hereby DEM LRTER es. tills. aline, nms8s's, mleaSe, ways and walkers unto the gnmtee Rli thin certain Mud shore in DADE Camay. Stele ofNoridn. viz; LOT RECORDED I i PLANT BOOK 37 AT PAGE II PUBLIC RECORDS OACCORDING DADE COUNTY. FLORIDAT THEREOF, Neither the subject pmoper0 nor any property contiworns timmto is the homestead of the Grantor, Dimte Salvatore Herren who rc'ides et 848 N.T. t 16" Vent. Biscayne Paris. Sorkin 53161. Neither the snbjoapmpera) many property cent gums thereto is the 1mmastesd'prepctty of the Orsator, Broth= Saleanne Eaight Hite resides at 206 Moddwend }anvC PktoRAtRFans. VA 20145 - TOGS, with Ali the totem" It itamORts and spinennenten thereto btioeSing or inn lywise tr TO HAVE AND TO HOLD. the same io fco siatpleforever. AND, the putters hereby covalent with said glances that the mamas are tawiitl* seized of sold land In the simples that Se mmdote have good light and lawful aat+nrity to ecU and convey said tine& and hereby wad the Otie to said land and tleeilide saber ie against the Moffitt claims of NI pieces whomsoever: and that �d laid is flue of all enc mbie c s+, stops imxas Ikeernbor31.2010. ITtvaTNESE WMIREOF, Mused gumbos haues edendsealedt those mom rho dey sad year fiat above written. • Sign* graded and delivered in the moms ne Witness lli +, p �r/9+?.•J' Vdi sa5 St bleed Witness Wine s i2 'Mad STATE OF Naga COUNTY OF BROW ARC The Ibregeing instrument was acknowledged baibrc to tits BARBARA SALVATORE %M ON who are ttcrsounlly identil'rcatintt. DIANE SALVATORE HERRON atatl O. 16° S..1t1 FM& F1.33141 IBARDARA KNIGHT t20 1d4w4L to f r;F4-0,0.12.t Lin Itchy of September, 2011 by DIANE SALVATORE I AND SEAL My Commission TSrpirtes: 'S�INtiA.1SFIS� EigmaUbul/011- I lNteewa to ma or have ptadtrad s f I ( s___ PrintedRonnyS tore PAGE 01/01 NOTICE OF COMMENCOMEN - F A MOVED CCPY IUIUST BE POSTED ON THE .109 SITE AT TIME OF RHO INSPECTION TAX FOLIO NO., /% / a e) PERMIT NO. STATE OF FLORIDA: THE UNDERSIGNED hereby gives notice that improvements will lbefv a e to a w 9 property, and in accordance with Chapter 713, Florida Statutes, vn y is provided in this Notice of Commencement. Uil1IA15 rrry 1-11411NEY RU 1. Legal description of property and street/address.: 2. Description of imp rovement: 3. Owner(s) name and address: _.. Interest in property. Name and address o. fee simple titleholder. _ 4. Contractor's name, ad ass phonu er• 5. Surety: (Payment bond required ired by owner from Ponta. , Name,: ,address and phone number, Amount of bond $ 5. Lenders name and eddre. s3- 7. Persons within the State of Florida d Section 712.13(1)(a)7., Florida Statutes. Name, address and phone number... 1111W 1111111111111111111111111111111111111 CFN 2O 1..1 RO756l 3 DR Bk 27BBB Ps 37301 Ups). RECORDED 11/09/2011 11 ;57116 HARVEY MIN, CLERK OF COURT tilArlI —DADE COUNTY. FLORIDA LAST PAGE ID A. C.OMN TY OF C•A FY thet "' sbs poi' Alle abw df /110(1--- and �i7._ _- ark CLERK, C end C avr;a D.C,. Space above reserved 9or use of recording office /4/% �Ctor if any') esignated by Owner upon whom calve a copy of the Uenor's Notice as provided in Section notices or other documents may be served as provided by S. In addition to himself, Owners designates the following person(s) to re 713.13(1)(b), Florida Statutes, Name, address and phone numbeer..�- ---- -- S. Expiration date of his Notice of Commencement (the expiration date Is 1 year tern tt a date di recording urge= a different date Is SPec'led) SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR WARNING TO 1YMENTS ANY PAYMENTS MADE 6Y THE I OWNER AFTER THE EXPIRATION Of THE S, NOT ICE OF 5 i ED ON COMMENCEMENT JOB YIe BEFORE '1 IMPROPER NTS ' O YOUR UNDER PR PE FY, 713, PAR; IMPROVEMENTS TO YOUR r gOP�Y. A NOTICE CF COMMENCEMENT MUST BE RECORDED AND POSTED INSPECTION. IF YOU IAI%ND TO OBTAIN FINANCING, CONSULT WM-1 YOUR LENDER OR AN Ai t ORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT!". n - (s)' Authorized Officer/DireatorPP�( By Print Name Title/Office Signature(s) of Prepared B Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE . Wore me this day of The foregoing i • ent a owiedg . By CH Individually, or CI as �-��- a or G9 the following type of identification: r Personally im +nirm, produced Public: NO �'T! �+ r Signature of Notary , r1 . n: Print Name: ;, ;; mans. on #DD ' 1252 (SEAL) '•�,,,f,,,�,- F,XP s. l)MA,Y 21, 2012 NINE Mg& O1 URt3 T SO ° CAt�tica co., II�G Under penalties o+ periury, I declare that I have read the foregoing and that the facts stated In • are fie, to the best of my knowledge and belief. Signatures) of r s) or Owner(s)'s Authorized OOCer/Dlrector /Partner/Manager who signed above: Sy�„ V NOV -04 -2011 10:48 ACORD e� From: 3055510857 Pase:1 /1 _ CERTIFICATE OF LIABILITY INSURANCE ;4, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS NEGATIVELY DOES NOT AFFIRMATIVELY OR NATIVELY 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: B the certificate holder Is an ADDITIONAL INSURED, the policy es) 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 certiflNmte does not confer rights to the certificate holder In lieu of such endorsemen s . PRODUCER Casualty Systems 3331 SW 107 Ave FL 33165 INSURED General impact Glass & Windows Corporation 290 West 78th Rd. Hialeah FL 33014 CAINer Juan Hernandez PMNE Na Ey; (305)551-0590 I rtig. Nor. (30) es1 -0$37 Militia casvaltyeys tile= .00PS rgeamOgil INBURER(L3) AFFORDING COVERAGE, INSURER A rBridgefield Empl�i►ers Insurance INSURER B t INSURER C t INSURER D I INSURER B t INSURER P RAW 0 2101735 REVISION NUMBER: THIS i3 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 111E POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDRIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. . — t r. TYPE OFINSURANCE kEJ: ,.r OOTNUMMI POUOY EPP 2rL'a!u - • _,i Nom L!; u•r■ LUSTS . GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY 0 OCCUR _EACH OCCURRENCE $ PARMEL__ mamma_ $ I CLAIMS -MADE MED »eP Way one awon) $ PERSONAL S ADV INJURY S GIDERALAGGREGATE $ GEML AOOREDA7EuMIIT APPLES PER PDUOY n p 1-1 LAC PRODUCTS .. COJMJDP ASS _ $ T S AUTOTSOBILE LIABILITY ANY AUTO A OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS DOWNED ANNE UMIT IEaac W : BODILY tlV.AJAY (Per pawn) $ -- BODILY INJURY (Per accident) $ — PAOPHRNY DAMAGE en9 - $ _ $ _ $ WIABREU.A UAB EXCESS UAB OCRJR CLAD- 6(p0E EACH OCCURRENCE $ AIMEGAII DEDUCTIBLE RETENTION $ S A WORD em aNINSATIONI AND EUPLOVERRS� LIABILITY ANY RROPRIETOR/P,a�E NH) EXCLUDED? Malt OP OPEiAT ti I--I NSA 0030 -29908 2/7/2011 2/7/2012 I w YEITA_ is OTH. `MI E L. EACH ACCIDENT $ 100,000 ELDIsmse.EAmpLoyEE $ 100,000 Imiaw EL DISEASE- POLICY LIMIT A 5Oq • Q QO DESCRIPTION OP OPERATIONS /LOOATtONSIVEIICLES (Attach ACORD 101, AaN0081 Rig sehe$l4s, I mote wee is 1$400e0) CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE 10050 NE 2 DA AVE MIAMI SHORES VILLAGE ,FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Juan BeN,rnaadas /YOYI ACORD 25 (2009/09) INS025 110109091 ®1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and topo are reIOistere d marks of ACORD 11/04/2011 11:38 FAX 2394378444 STATEWIDE INS MKT Rion CERTIFICATE OF LIABILITY INSURANCE I DATE /( I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON TA CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: tithe cartitir>ate holder fa: an ADDITIONAL INSURED, the poUcy(ies) must be endorsed. If SUBROGATION IS WANED, subject to the terms and condihens of the polity, certain sondes may require en endorsement A statement on this certificate does not confer rights to the serESwto holder In Lieu of such endorsem s). PR0OuCER .�'' + ""'' JESSICA D MICHHEL Integrity Solutions Group 8784 Alico Road, Suite #100 Fort Myers, FL 33912 Phone (239)437 -6444 Fax (239)437.8444 MUM GENERAL IMPACT GLASS & WINDOWS, CORP. 290 West 78th Road Hialeah, FL 33014- 305- 558.8103 (239) 437.6444- • INSURANCESW @GNWLCOM (238)437 -8444 II(SURER(Sj AFFORDING COVERAGS INSURER A: ESSEX INSURANCE COMPANY (A RATED) INSURER B : INS C: INSURER D : WIRES E: WBURER F: • NAICS COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: A THIS IS TO +CERnFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWtTH$T.aNDA(G ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN B SUBJECT TO ALL THE TERMS, EXCLUS IONS AND CONDI RONS OF SUCH POLICES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OFINBURAIRCE 419B5LVIAR POLICYMJMBER GENERAL LIABILITY • COmatENCva. GENE n. UAIIUI7Y ❑ E7 cw ❑ ocaft (l $2,500 DEDUCTIBLE ❑ GEHL AGGREGATE UNIT APPUE$ PER LJ POUC r n AUTO/AC:M E UABILIYY U U u ANY AUTO ALL OWNED AUTOS SCHE MUEDAUEM t RED AUTOS NON-OWNED AUTOS Y N 3001886 ❑ UMBRELLA UAa I oc cuR ❑ EXCESS LIAR Ll MAIMS MADE n ❑ RETENTION $ ISOMERS COMPENSATIC AND EMPLOYEFE' LIABILITY Y1 N Ditmestasy In EN) MAIMpp o NIA DESORIP S rOPERAt JOmsad= 08/14/2011 08/14/2012 EACH OCCURRENCE tee MED DM.(A , one person) PERSONA:. & ADV INJURY GENE RALAGGREOAIE PRODUCTS- COMP/OP AGG Ea Um' L BODILY INJURY (Per person) BODILY INJURY (Per acdderll PROPERTY DAMAQ6 pummels) EACH ODcURRENcE AGGREGATE S a S $ a I $ $ 1,000,000 50,000 5,000 1,000,000 2,000,000 1,000,000 fl 8R o E.L. EACH Accanc err _ a E L D E A S E A Y B E $ EJ- DISEASE - POLICY U IT S DESciaPTION OF OPERATIONS I LOCATIONSIVEHICLES Attach ACORD 101,ANNMAI al Remarse ScneGUte, b more space Is required) OPERATIONS: MANUFACTURER, RETAIL & INSTALLATIONS OF SHUTTERS. WINDOWS, DOORS THIS GENERAL UABILIT' POLICY CONTAINS A DEDUCTIBLE OF $2,500.00 PER ANY ONE CLAIM CERTIFICATE HOLDER Miami Shores Village 10050 NE 2nd Avenue Miami Shores Village CANCELLATION ACORD 25 (2009/09) CIF SMOUI,D ANY OF THE ABOVE DESCRBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORtMo REP JESSICA 2009 ACORD CORPORATION. All rights reserved. gibeed a tiregit CiRD MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. l st FLOOR MIAMI, FL 33130 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF,USINESS PURSUANT TO COUNTY CODE CHAPTER A - ART. 9 & 10 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 THIS IS NOT A. BILL — DO NOT PAY 641332 -2 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 668147-3 GENERAL IMPACT GLASS & WINDOWS STATE* CGC1513944 CORP 290 W 78 RD 33014 HIALEAH OWNER GENERAL IMPACT GLASS & WINDOWS Sec. Type of Business . IS a¢Aq NERAL BUILDING CONTRACTOR BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIN IS NOT A CERTIFICATION OF THE iS LDER'S OUAURCA- PAYMENT RECEIVED CO TOR .COUNTY TAX 09/07/2011 60040000577 000045.00 SEE OTHER SIDE WORKER /S 3 DO NOT FORWARD GENERAL IMPACT GLASS & WINDOWS CORP JORGE L CRUZ QLFR 290 W 78 RD HIALEAH FL 33014 31 1137 ? Oil :1111113 IA11111 %1111131111311111i1111SSil MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. let FLOOR MIAMI, FL 33130 2011 MUNICIPAL CONTRACTOR'S 2012 TAX RECEIPT MIAMI -DADE COUNTY - STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 10-24 EXPIRES SEPT. 30, 2012 RECEIPT NO. 30- 5773784 BUSINESS NAME / LOCATION GENERAL IMPACT GLASS CORP 290 W 78 RD OWNER :GENERAL IMPACT GLASS & WINDOWS SPECIALTY BUILDING CONTRACTOR THIS IS NOT A BILL - DO NOT PAY CC NO: 05BS00223 & WINDOWS SEE BACK OF RECEIPT FOR A LIST OF NON- PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work is to be done. PAYMENT RECEIVED CO 1 115 2011 0224001.1001 000175.00 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. DO NOT FORWARD GENERAL IMPACT GLASS & WINDOWS CORP JOSE A ZUNIGA PRES 290 W 78 RD HIALEAH FL 33014 j i l {{ ii; if) 1i313I :ij ;97)11111)1:171�1111d1�)391 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE TALLAHASSEE CRUZ, JORGE LUIS GGENERAL IMPACT GLASS & WINDOWS CORP PL MIAMI FL 33143 -2271 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our boxes to barbeque restaurants, and they keep Florida's t�nomy strong. from Every day we work to improve the way we do business In order to serve you better. For information about our services, please log onto w ww.myfloridaiicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: Ucense Effidently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE g'�pE FLQIR�,,� r t rx r 112 1 e131 il s> j° ! f[L ; gYr k7r�. +iY � , IK 13 f'�` -fly v; fit;. .,1•� �; 6 ''ti ~r 1 1.:s 4 GENERAL IMPACT GIASS & WINDOW ?he CfearSoSttion 290 West 78th Road Hialeah, Fl 33014 Tel: (954) 226.5555 / (305) 558-8103 Fax (305) 558 -6665 Toll Free (866) SHUTER 8 - (866) 748 -8375 www.aeneralimaaat.com RETAIL SALES AGREENEf i FOR WINDOWS DOORS & STORE FRONT. Contract No. 3 1 1 elf 2- I it CUSTOMER NAME: I I$ pert-44 z z fii 11 Date • ADDRESS: Cl 6.* 14 • M+ % A Ve-r e CITY: _ Q vex ZIP CODE: COUNTY: MIAMI DADE: SPECIFY OTHER: t4 BROWARD: PALM BEACH: 3310 House : Work : Cell : Fax : Email address: PHONE / FAX I Email. (r -(-151 art) 3O . r Berne Z;ovh9 CC4IFP ULL,TIO( IIEEWEL) :'1- 1'. e001,S,8DE iiiml Lead Time: :c E eels. Other: TYPE OF PROJECT: NEVI/ COI.45 RUc � ION: RETROFIT: TYPE OF GLASS: IMPACT L AP/INA. � EG INSULATING LAM :NATE ), OTHER: NON EMPAC:' IN5UL TINE . 1/4 TEI1WER,EL OTHER: GLASS C c.: P.S A.VAILAGLE: CLEAR BRONZE GREEN LOW -E G -31 OBSCURE GRAY AZURE BLUE SOLAR COOL GLASS THICKNESS AVAILABLE FOE LAMINATED: 5/16" 3/8" 7/16" 9/96" 11/16" 13/16" GLASS THICKNESS AVAILABLE FOE NON IMPACT: 1/8" 3/16" THE FORE BUILDING CODE REQUIRES EGRESS BASED ON THE SPECIFICATIONS OF THE CCUts -` WHERE TFIEE PROJECT WILL BE PERFORMED. EGRESS SQFT REQUIRED PER COUNTY. MIAMI DADE COUNTY =5.7 SQI i - BROWARG= 5.0 SQFT. Color available: White Bronze Gray SPECIAL COLOE SUBJECT TO QUOTATION. TYPE r T } PE O , °,'I1 -,ID O•Vt'.S. ,P - OR STORE O..10.5 ' R STORE FRONT TYPE E OF FA:Ii rr: TYPE: WINDOW OR DOOR. Cam, Width '-ieighi SERIES CODE: CDN=93UPAT.: DESCRIPTION OX- XO- XX -XOX- ° DE OXX0400M. FRAME C OLOR: GLASS COLON. & THICKNESS: COLONIAL: YES OR NO SCREEN: YES OR NO. INTERLAYER: CLEAR OR WHITE. QES� YES or NO _ REP I- D OF. ` ^AScPJIFI T: HINGE LEFT or RIGHT. SINGLE HUNG • CASEMENT SLIDING GLASS DOOR FRENCH DOOR FRENCH HORIZONTAL ROLLER FIXED GLASS STORE FRONT & SIDE LITE POWDER COATING ®. KYNAR ❑ ,�• )' j 1 Q le � 6L 9yt 3x. '" i. Ji 9� — '! En I `' 1t ' n e, D O '1,4 +ter 0 iJ 0 AA .... ; s/ "' Duo •- 6 140 . III Pi �. �� y ✓� 2 1417o v W itt �� 14 0 � � { .. ,CT : r Nis -., r DV ORS: e• - , /ti/LL6ONT. _ VEIN �0., Mil AL C ✓OP, Te T.� i f Pr . _ T:L SIDE ,..TE: OTHERS' V flra, ', �. e. NL6 $y, i� OTA6 ..XE_ .. ,5 : I I /rr.ESIDENTIAL . let. Floor:13 HI 2nd. Floor. BUILDING FLOOR: I I a e— 37 � 0 .,arms t F T.,, w a - go ' )COMMERCIAL : RISE: $ IMMENISEM P .-�, nit P C'SF .r: n. iTi0N ... nom° is _ • s ME IPI T ... ,= 14 ,7, &Kfi .- • r e �_ ,. t' .6A °@ t �-"' ;rte ` ;. a - �a. h - - 15 -I- - *6/'•1. e.. -- g __— orevraea 'ar SPECIAL GTEE: 'LOCAL MATERIAL PRICE : t 4 INSTALLATION PRICE - SUBMITTED BY � ° { •DATE: PURCHASER: O pt° - - _ "'i•� PERMIT FEE - G9 - - SPECIAL ENGINEERING �• ' rn : DATE: ( -) WOOD BUCK PRICE - - 1747021- 7 2 ..> >_....�3::•z._.i2��:.. , I have read all pavas of me aoreemeri cstd og,e•, ''o n -■aite payrner. s ie this agrae;r;er,r . IC ser:rs. 3 a:•ceun.. • SPECIAL COLOR PRICE ®1 RESTORATION PRICE ADDEPTED BY: GENERAL IMPACT GL. e & WINDOW, CORP. �� UUU U SALES TAXES O < i GRAND TOTAL DEPOSIT 40% AUTHORIZED Reaaee�r rrnrrve. DATE: AT INSTALLATION { 50% _ FINAL INSPECTION 10% '.' 0 NOTICE TO CUSTOMER, PLEASE READ ALL PAGES Dr THIS AGREEMENT. SEFORE SIGP4ING, THIS AGREEMENT IS NOT BINDING ON GENERAL IMPACT UNTIL EXECUTED BY ITS AUTHORIZED REPRESENTATIVE, ( °) Wood buck price: estimated price, which may be adjusted byGenerallmpactuponinspectionofwalllnterlor. WD -12 -08 • 4 4 ♦If 4 f: 4 4 .4' 4 y4 ♦_4 14 do {2 53 15 Bedroom Bathroom «3 Bathroom 117 Bedroom 1* ;4 53 I 74 C=2 Living Recive Dinner 7 "4 — :1. - mod' 1,), tA tO Leo 6 -39 FLOOR PLAN Garage 111 Kitchen 37 NA QTY PY SITE OF PROJECT LOCATION E NORTH Shores VII WITH ALL FF EfAL Horizontal Roller window, Single Hung Window �,L, Sliding Glass door Out Swing Door NA Not Part of the Project ��rT�nr�S /1 7 1Y1-)V 0 8 2011 DRAWN: JAIRO BLANDON GARCIA DATE 11 -03 -2011 RM1 ED BY: DAIS: N. T. S. PM= MORES& 9546 NW 1 Ave. Miami Shores Florida 33150 GENERAL IMPACF GLASS & WINDOWS GENERAL I PACT WC WS AV MOM Roam 3N655$111111 Far 30144.4116 DRAWING NUMBER 11 -095 SHEET 1 OF 3 0 0 1122 MO TYPICAL EXTERIOR ELEVATION (OXX) Type SGD Mark: 1 DD / Wood Buck 39 .__..— ;/ of 1" x 4" E oq MO DO WD SGD 402 MO EXTERIOR ELEVATION (X) Type OSD Mark: 7 H) C LEG = \D OSD HR , SH S WO Wood Buck 74 / of 1 "x4" WD 37 0 742 MO EXTERIOR ELEVATION (XO) Type HR Mark: 2 362 MO EXTERIOR ELEVATION (X1 Type OSD Mark: 3 Wood Buck of 1" x 4" ]112 MO EXTERIOR ELEVATION (XOX) Type HR0 /4, %2, y4) Mark: 8 372 MO oo CD CZ L EXTERIOR ELEVATION (OX) Type HR Mark: 9, 11 & 14 372 MO Wood Buck of 1" x 4" 00 0 EXTERIOR ELEVATION (OX) Type HR Mark: 4, 5 & 12 a 71(20 DETAILS D 53 //i 57 0 x 532 MO "'O LCD EXTERIOR ELEVATION (O4 Type HR Mark: 10 & 15 Wood Buck of 1 "x4" WD 45 -/ 0 x 452 MO EXTERIOR ELEVATION (OX) Type HR Mark: 6 Wood Buck of 1" x 4" WD Wood Buck of 1 x 4 MO EXTERIOR ELEVATION (XO) Type SH Mark: 13 fkOTE: 1" wood buc< to be independently anchored to tie structure w/ a min. of 1Y4" embedment © 6" spacing from ends © 12" o.c. elsewere. DRAW. JAIRO BLANDON GARCIA DATE: 11 -03 -2011 REVIEWED BY:: DATE: SCALE N. T. S. %CEO MOM 9546 NW 1 Ave. Miami Shores Florida 33150 GENERAL IMPACT GLASS & WINDOWS GENERAL IMPACT Mow JAMMU Fat 30151a1FIS DRAWING NUMBER 11 -095 SHEET 2 OF 3 He ght of he House 15' m 0' DRAWN: JAIRO BLANDON GARCIA DATE: 11 -03 -2011 REWIVED BY: DATE LOAD TABLE FOR WINDOW AND DOOR - ISABELLA PETRUZZELLI N. T. S. MKS Description Qty Width (Inches) Height (Inches) Tribut. Area (SqFt) N Cont . Desing Press. Approved Press Manuf. Rating Glaze Product Approval N.O.A. # psf( +) Psf( -) Psf( +) Psf(-) WINDOWS AND DOORS 1 Series "11000High Impact" 9'0" Aluminum Sliding Glass Door. 1 111 / 80 61.67 4 0 XX 46.5 50.4 100.0 120.0 General Impact Large Missile Impact Resistant 7/16" laminated Glass 08- 1003.06 2 Series "18000" Aluminum Horizontal Sliding Window 1 74 / 63 1 32.38 5 0 X 46.5 62.2 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09- 0806.03 3 Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites 1 35 81 19.69 5 X 46.5 62.2 80.0 80.0 R. C. Aluminum Industries, Inc. Large and Small Missile Impact 5/16" Laminated Glass Type 'A' 09- 0630.07 4 Series "18000" Aluminum Horizontal Sliding Window 1 37 38 3/8 / 9.86 5 0 X 46.5 62.2 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09 -0806.03 5 Series "18000" Aluminum Horizontal Sliding Window 1 37 38 3/* 9.86 5 0 X 46.5 62.2 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09- 0806.03 6 Series "18000" Aluminum Horizontal Sliding Window 1 45 35 " 10.94 5 0 X 46.5 62.2 90.0 100.0. Impact General Im act Large Missile Impact Resistant 7/16" Laminated Glass Type A 09- 0806.03 9546 NW 1 Ave. Miami Shores Florida 33150 7 Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites 1 39 t 81 / 21.94 4 X 46.5 50.4 80.0 80.0 R. C. Aluminum industries, -Inc. Large and Small Missile Impact 5/16" Laminated Glass Type 'A' 09- 0630.07 8 Series "18000" Aluminum Horizontal Sliding Window 1 111 / 63 / ! 48.56 4 X 0 X 46.5 50.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09- 0806.03 T ■ ■■ MN II 9 Series "18000" Aluminum Horizontal Sliding Window 1 37 50 5/ 13.01 4 0 X 46.5 50.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09- 0806.03 10 Series "18000" Aluminum Horizontal Sliding Window 1 53 50 57 / 4 0 X 46.5 50.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09- 0806.03 M■ • GENERAL IMPACT GLASS &WINDOWS GENERAL IMPACT ,.0 �, 11 Series "18000" Aluminum Horizontal Sliding Window 1 37 s' 50 5 /$j ! 13.01 5 0 X 46.5 62.2 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09- 0806.03 12 „ Series "18000" Aluminum Horizontal Sliding Window 1 37 38 3/r8 9.86 4 0 X 46.5 50.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09- 0806.03 13 Series "20000 High Impact" Aluminum Single Hung , Window 1 19 / 38 3/y 5.06 4 X 0 46.5 50.4 80.0 80.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 09- 0319.08 14 Series "18000" Aluminum Horizontal Sliding Window • 1 37 50 5/8 ; 13.01 4 0 X 46.5 50.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09- 0806.03 15 Series "18000" Aluminum. Horizontal Sliding Window , 1 53 50 5/8 18.63 5 0 X 46.5 62.2 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09- 0806.03 DRAWING NUMBER 11 -095 SHEET 3 OF 3 FLORIDA BUILDING CODE 20 = _ASCE/SE! 05 - WIND LOAD TABLES -140 - Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BR ❑WARD COUNTY, PALM BEACH AND OTHER COUNTIES IND PRESSURES IN PSF 46 MPH VELOF 146; 150 mph - Exposure C Enclosed Building Height Roof Slope less than 10 degrees than Positive Slope grea 10 dam" Positive Positive Negative Positive Negative z5 z4 &z5 z4 z5 z4 &z5 z4 z5 0 -15 42.5 46.1 56.7 ' -46. 50.4 L-622 16- 0 45.2 48.9 60.2 21 -30 53.5 66. 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31-40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 75.9 62.2 67.5 83.3 MIAMI -DADE COUNTY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR;OMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORSAPPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED QN THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights less than.30') 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than tt larger of 4% of the least horizontal dimension or 3 ft. WIND PRESSURES IN PSF 150 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31-40 .55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 MONROE COUNTY Roof Slope (h) MEAN ROOF HEIGHT r a <= BWx0.1 ora < =hx0.4 BW less or equal than BL a must not be less than a = 3 feet or a= 0.04 x BW E N G C O, rnc. Engineering Services - CA 8116 5595 Orange Drive 201 DAVIE - FLORIDA 33314 Tel: (954) 585-0304 Fax: (954) 585-0305 E -mail: Engco @AOL.com MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • V NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: atipns governing the use of construction This NOA is being issued under the applicable rules and regul materials. The documentation submitted has been reviewed by Miami -Dade County Product Control d otheDivision and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County where allowed by the Authority Having Jurisdiction (AH.1). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product ntrl Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve material the a right o ht to have this product or material tested for quality assurance purposes. If this product 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.malmidade.aov/bu 7dinScode DESCRIPTION: Series "11000 High Impact" 9'0" Aluminum Sliding Glass Door - L.M.L APPROVAL DOCUMENT: Drawing No. 07-305, titled "Series 11000 Impact Sliding Glass Door", sheets b 1 through 18 of 18, dated 12118/2008 with revision "1" dated 11/13/2008, prep ared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's �eer logo, noted , cit ,state and following statement "Miami -Dade County Product Control Approved", 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 an en orsem to t any product, for sale � s �" � , � �� er purposes shall automatically terminate this comply with any s :7 be cause for termination and removal of NOA. `F, � • �, ; =� A ADVERTISEME '� � , ' O : � �� y preceded by the words Miami-Dade Florida, aye, weed by the expiration da y� dt .. yed .. advertising literature. If any portion of the NOA en it shall be done in or its INSPECTION:� hall be provided to the user by the manufacturer distributors and a =�r on at the job site at the request of the Building Official. This NOA consists s "? 1 d evi ' `., ce page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. in �..v�x�• � .�a1 < -, APPROVEDl NOA No. 08- 1003.06 Expiration Date: December 11, 2013 Approval Date: December 11, 2008 Page 1 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 07 -305, titled "Series 11000 Impact Sliding Glass Door", sheets 1 through 18 of 18, dated 12/18/2008 with revision "1" dated 11/13/2008, 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 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked up drawings and installation diagram of a Aluminum Sliding Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5626, dated 07/22/2008, signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Tilteco, Inc., dated 09/11/2008 and 11/17/2008, signed and sealed by Walter A. Tillit, Jr., P.E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB, Interlayer" dated January 05, 2006, expiring on December 11, 2010. F. STATEMENTS 1. Statement letter of no financial interest and conformance with FBC 2007, dated September 17, 2008, signed and sealed by Walter A. Tillit, Jr., P.E. 2. Laboratory compliance letter for Test Report no. FTL -5626, issued by Fenestration Testing Laboratory, Inc., dated 07/22/2008, signed and sealed by Carlos Rionda, P.E. 3. Addendum letter for Test Report no. FM-5626, issued by Fenestration Testing Laboratory, Inc., dated 11/14/2008, signed and sealed by Jose Sanchez. G. OTHERS 1. None E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No. 08- 1003.06 Expiration Date: December 11, 2013 Approval Date: December 11, 2008 GENERAL NOTES: 1. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. SERIES 11000 HIGH IMPACT SUDING GLASS DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS jtI USED IN THEIR ANALYSIS. A DURATION FACTOR CD =1.60 WAS USED TO VERIFY FASTENERS IN WOOD. THIS DOOR'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE- MENTIONED CODE AS- PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY, INC. LAB REPORT # 5626 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. REMAINING COMPONENTS FOR THIS SLIDING GLASS DOOR SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS AND COMPONENT SHEETS 2 AND 3 RESPECTIVELY OF THIS DRAWING. 3. MAXIM_ UM DESIQN PRESSURE RATINGS FOR TH -SE DOORS SHAL BE. AS SHOWN ON SHEET 4. SCE 00 ELEVATIONS ON SHEETS -4 THRU 7 FOR QUALIFIED CO FIGURATIONS. 4. THIS SERIES 11000 HIGH- IMPACT SLIDING GLASS DOOR WILL NOT REQUIRE -A HURRICANE PROTECTION DEVICE. 5. THIS SERIES 100Q HIGH IMPACT SUDING GLASS DOOR IS APPROVED FOR AIR AND ATER INFILTRATION. . ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy =25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7 ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G =0.55. 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH (SEE SCHEDULE ON SHEET 7A). (A) TO EXISTING POURED CONCRETE: (Min. f'c = ;3.192 ksi), MIN. EDGE DISTANCE = 2 1/2". — 1/4 "0 TAPCON W/ 1 1/4° MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC (COMPONENT THRU 1 " P.T. WOOD BUCK. — 1/4"0 KWIK —CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILTI, INC (COMPONENT 0, THRU 1" P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK MIN. EDGE DISTANCE = 2 1/2 ". — 1/4 "0 TAPCON W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 29 , THRU 1" P.T. WOOD BUCK. — 1/4 "0 KWIK —CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILTI, 'INC (COMPONENT 2U9), THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE = 1". — 1/4 "0 TAPCON W/ 1 1/2" MIN. THREADED PENETRATION, AS MANUFACTURED BY .ITW BUILDEX, INC. (COMPONENT ( . (D) TO EXISTING MIN. 1/8" THICK ALUMINUM MEMBER (6063 —T5 ALLOY) MIN. EDGE DISTANCE = 1 /2 ". — 1/4 "0 -14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 30 ). (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A -500, A -653 OR A -36) MIN. EDGE DISTANCE = 1/2". — 1/4 "0 -14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW -BUILDEX, INC. (COMPONENT ( ). 10. PROVIDE 1/4" MAX. SHIM SPACE (TYP.). 11. SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS, CORP. HIALEAH, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Approved es complying with the Code U MIAMI DADE COUNTY F.B-.C. (High Velocity Hurricane Zone) N0V172008 P.E. SEAL /SIGNATURE /DATE e 20o7 TR.TECO INC. IL =.� TIWT TESTING & ENGINEERING COMPANY 8395 N.W. 388,. St., Ste. 308, VIRGINIA GARDENS, Fl 33168 Rana : (308)871 -1830 . Fax : ('.0871 -1831 e-mail: tgteco®aol com E8- 0006719 WALTER A. MUT Jr., P.E. FLORIDA Ur,. 44167 SERIES 11000 HIGH IMPACT SUDING GLASS DOOR DRAWN 196 LO./M.C.Y. GENERA 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE: (306) 558 -8103 FAX: 305 358 -8885 www.gen pact cam 12/18/07 DATE REV. ND OCREEPTEM 061E R v Na 07 -305 DRAWING No 11/13/86 a 4 SHEET 1 OF 18 • . ..... ........... BILL OF MATERIALS ITEM # PART # DESCRIPTION MATERIAL 1 GIC301 -1 FRAME HEAD 6063 —T6 2 GIC302 -1 FRAME SILL 6063 —T6 3 GIC303 -1 FRAME JAMB 6063 —T6 4 GIC304 -1 TOP RAIL 6063 —T6 -. 5 GIC305 -1 BOTTOM RAIL 6063 —T6 6 GIC306 -1 LOCK STILE 6063 —T6 7 GIC307 -1 MEETING STILE OUTER INTERLOCK. 6063 —T6 8 GIC308 -1 MEETING STILE INNER INTERLOCK 6063 —T6 9 GIC309 -1 CENTERMATE FEMALE ASTRAGAL 6063 —T6 10 _GIC310 GLAZING BEAD 6063 —TB - 11 GIC311 INTERLOCK STIFFENER 6063 —T6 12 GIC312 RETAINER CLIP, 4° LONG 6063 —T6 13 GIC313 FIXED PANEL CLIP, 8" LONG 6063 —TB 14 — OPTIONAL INTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REQ'D FOR 7' & 8' DOORS 6063 —TB 15 — OPTIONAL EXTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REQ'D FOR 7' & 8' DOORS 6063 —T6 17 W223511 K TOP RAIL + JAMB + STILE + ASTRAGAL WEATHER STRIPPING NEOPRENE 18 GIC315 BOTTOM RAIL SEAL VINYL 19 G1C314 SETTING BLOCK NEOPRENE 20 GIC316 GLAZING BULB NEOPRENE 21 FASTENER PANEL ASSEMBLY SCREWS, #10x1 1/4" P.H. S.D.S. S.T. STEEL 22 FASTENER FRAME ASSEMBLY SCREWS, #10x1" F.H. S.D.S. S.T. STEEL 23 FASTENER FIXED PANEL CUP FASTENER, (3) #10x1/2" PH S.D.S. S.T. STEEL 24 — PANEL GUIDE (TOP ONLY) AT EACH END OF EACH PANEL 2 /PANEL CELCON 25 #1939- 6010 -55 GLASS PANEL ROLLER ASSEMBLY AT (2) © PER OPERABLE PANEL 0 EACH END OF PANEL ST. STEEL 26 FASTENER (2)1/4 "0 -20x1" LONG T.H. SS.M.S. TO STILES /ATRAGAL FOR EACH ROLLER ASSEMBLY FASTENING STEEL 27 2300 -10SS / #623Z HANDLE LOCK (INTERIOR AND EXTERIOR) @ 36 1/2" /BOTTOM WITH LOCK INSTALLATION SCREW (2) #6- 32x3/8" F.H. M.S. S.S. INCLUDES ZAMAK HANDLE 0 35 1 /2" /BOTTOM W/ #10 —24x 1 3/4" O.H. M.S. S.S. ST. STEEL 28 2500 -1061Z LOCK STRIKE PLATE W/ STRIKE PLATE MOUNTING SCREW (2) #10x1 1/4" P.H. S.D.S. S.T. STEEL 29 ANCHORS 1/4 °0 11W BUILDER TAPCOd ANC 2 OR 1/4 "0 HIL11 KIMK —CON 11 AND-IOR (SEE SCI - DIA..E ON SI-EET 7A) STEEL 30 ANCHORS 1/4"0-14 ITW BUILDEX TEK SCREW (SEE SCHEDULE ON SHEET 7A) S I ttl- 31 GLAZING SILICONE SEALANT STRUCTURAL SILICONE GE SCS2800, DOW CORNING 795 & PECORA 896 STRUCTURAL SILICONE 3-3 GLASS 0.458" OVERALL LAMINATED GLASS W/ (1) 0.1 -85" HEAT STRENGTHENED GLASS + (1) 0.088" INNER LAYER FILM DUPONT BUTACITE PVB, INTERLAYER BY El. DUPONT DE NEMOURS & CO., INC. PER NOA 05- 1208.02 + (1) 0.185" HEAT STRENGTHENED GLASS. — 34 — BUMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR. 3° FROM CORNERS MAX. AND 12" O.C. (MAX.), AT MID —GLASS BITE ELEVATION, BY FRANK LOWE RUBBEL AND GASKET FLB -28, CLEAR. SILICONE SUBSTRATE (SEE SCHEDULE ON SHEET 7A) GLAZING DETAIL (SECTION) SCALE: 1/2 " =1" Approved is compiyi g with the Ficr - `. 1..4' Cote Inc 2. NOAH • :12/n. if 111 MIAMI DADE COUNTY F.B.C. (High Velocity Hurricane Zone) NOV 17 .28 3 P.E. SEAL/SIGNATURE/DATE 02007 r .TECO INC. �rs�r IL ECO INC. TIUJT TESTING & ENGINEERING COMPANY 6383 N.W. 360c Ste. 309, VIRGINIA cmcaJ6. Fl 33166 P1wne : -1530 . Fm:: (33)871 -1831 e-mat tfteco®aol.eom E9- 0006719 WALTER A. TILLIT Jr.. P.E. FLORIDA Lic. 44187 SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR DRAM ST 1-804-Cv 290 WEST 78 ROAD HIALEA I, FL. 33014 PHONE (301558-8103 FAX: (30558 -6865 www.genempactcom 12/18/07 DATE Par. No otaaiIFRON 6t3E+u. WU 68Y. No 11/13/6 3 • CEMPPR011 07 - 305 DRAWING No 191116 SHEET 2 OF 18 5.808° FRAME HEAD 6063 -T6 SCALE 1/2 " =1" r.141" R 25 °✓ 1.219° - 1.501" R.094 "�` (2) .250" 1.785" 1.094° 3.437" 06J -.094" .094" .188" REF. - -.094° 2.125° 2.562" - .875 " - r.107° REF. l z3° I 022" J .045"- - 1.395° (2) LOCK STILE 6063 -T6 SCALE 1/2° =1° C 831° - .125" I -.125" 22 R.062° 7(10) 1.782° 01 INTERLOCK STIFFENER 6063 -T6 SCALE 1/2 ° =1" .130 .220° COS SETTING BLOCK NEOPRENE SCALE 2 " =1" 1.594" 1.683° 8.125 (3) 062° 6.012" f � .o6a °JJ- 2.189" 1.152 °� .078" - .244" (3)-.: .125° 3.000° 172 °J 5.715" .375° .062 3.500" t' .250" FRAME SILL 6063 -T6 SCALE 1/2 " =1" R.062" 1.875" (g) y1.063°1 _278° REF. .125 "-t 094 ° -1 - 2.064" .625 .875° .312° __.891°__ r.123" {.107° .031"J 04.5 - -iV 606° "�- R.022° .094 °J .094 ° -� .188° REF. - 2.125° (7 MEETING STILE OUTER INTERLOCK 6063 -T6 SCALE 1/2 " =1" 1I RETAINER CLIP 6063 -T6 4" LONG SCALE 1/2" =1° . 94° ® GLAZING BULB NEOPRENE SCALE 2 " =1" 1.395" R. FULL .387° R.031" R.022' `107" - .875 .277° .657' 2.189 .657" 5.637" R.062'� (5) 30 FRAME JAMB 6063 -T6 SCALE 1/2 " =1" 3.000" - 2.125 " - .094°. 1.094" .123 ° -r 045° 1.395" REF. . 1.843° - .891 i R.031' .312° .094° 2.064" 1 I .625° 1.125" .077° .278° REF: \R.062° 1.063 ° - (5) 1.875° ® MEETING STILE INNER INTERLOCK 6063 -T6 SCALE 1/2 " =1" DRILL V 120' X .015 OP. 062° R.109° .527" REF. .194° 1.527" 1.793° .125" 168° ® TOP RAIL 6063 -T6 SCALE 1 /2° =1" 3.000° - 2.125° -.937" 076°- R.062° 130° (2) - -�'' -' .254" r.094" LLV 2o•x .015 DP 1.749" .094 ° - 3.945° 130° 1 .875 ° - .107° ,1.123" R.022" 1.395° -.078° -R062° R.{ 45° / 3 .328" 125° C .234° 2.500° ® CENTERMATE FEMALE ASTRAGAL 6063 -T6 SCALE 1/2 " =1" 1.591" R.035° -.123° 96 °--� R.031°_/.1 164° (4) 1.288 ®BOTTOM RAIL 6063 -T6 - SCALE 1/2" =1" 955R.050" 6 .39 • .075° .045" )07f! ,. 210° .310" 125 0.967° 184".061 ° _088 _ .018" .060• 4I - 0.058° REF. .143° .850" GLAZING BEAD, 6063-76 SCALE 1/2 " =1" .025" R.035 °- .024° �{� 083" .5 5° P.I. .043° 188' 1.263° 174° 2.014' (T) .018° .170° - FULL 64 OPTIONAL INTERIOR I .196" .327° 1 VINYL 10 FIXED P NEL CLIP, REI FORCEMENT FOR © OPTIONAL EXTERIOR Sr, 6063 -T6 FEMALE ASTRAGAL REINFORCEMENT FOR, 8" LONG SCALE , °_,° 6063 -T6 FEMALE ASTRAGAL SCALE 1/2 " =1" BOTT M RAIL SEAL COMPONENTS 6063 -T6 SCALE 1/2 "m1" weal as complying with the . Florida ,i,r„ $Code Date NOA 1'tI +T �_- i>Aac9 Dade Pr By I-ti +M MIAMI DADE COUNTY ,f.B _ T,(Figh Velocity Hurricane Zone) NOV 17 2008 P.E. SEAL/SIGNATURE /DATE ® 2007 TLTECO INC. /ThiNC.\ 1111 T TESTING a ENGINEERING COMPANY 8395 N.W. 38th. St., Ste. 305. VIRGINIA CAROM, Fl 3+188 Phone : (0871 -1530 . Fax 1 (305)871 -1931 e -mail: tiltecoOcaLcom EB- 0006719 WALTER A. TMLUJ1 Jr.. P.E. FLORIDA Lk. 44187 SERIES 11000 HIGH EMPAQ SLIDING GLASS DOOR 1 L.axty U e m 290 WEST 78 ROAD • ;Y- HIALEAH. FL. 33014 - PHONE (305 558 -8103 FAIL (305 558 -6668 TE waw.ge pact.aam a-18 Claar.forration '12/18/07 DATE RN, NO INNONOPTION 6�ra I itt, to 07 - 305 DRAWING No 11 a SHEET 3 OF 18 A/8 , • D/11 B/9 4 DET. � { II II ) w w 1n J 49 3/16" - MAX. FIXED PANEL WIDTH FRAME WIDTH (SEE SCHEDULE) B'/ 1 O 4 D.ET. X /7A-\__ {, II 1 ) B/9/ DET. ( II II A/81 SI -M. D.L.O. WIDTH (SEE SCHEDULE' 0 49 1/4" MAX. OPERABLE PANEL WIDTH x S 0 r "\ t AA A/81 DET. X/7AT B/9 DET. X /7A� ^__- B'/10• DET. OAT B/9 TYPICAL EXTERIOR ELEVATION (OXXO) SCALE: 1/2" = 1 ' -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. A/81 SIM. DEE Y /7A MAXIMUM DESIGN PRESSURE RATING SCHEDULE FOR A MAXIMUM FRAME HEIGHT. FRAME WIDTH. D.L.O. HEIGHT .& D.L.O. WIDTH, DESIGN PRESSURE RATING MAXIMUM FRAME HEIGHT MAXIMUM FRAME WIDTH MAXIMUM D.LO. HEIGHT MAXIMUM D.LO. WID11h1 +85, —85 psf & 15 psf AT WATER 9' -0" 16' -0" 9.9 3/4" 42 3/4" +91, —99 psf & 15 psf AT WATER 8' -0" 16' -0" 87 3/4" 42 3/4" +100, —120 psf & 15 psf AT WATER 7' -0" 16' -0" 75 3/4" 42 3/4" Approved as complying with i P Z NOA# Ad3'?I!� By MIAMI DADE COUNTY F.B.C. (High Veld*Hurriiim Zone) NOV 172000 P.E. SEAL/SGNATURE/OATE 02007 TILTECO INC. IL ECOINc.\ TILLIT TESTING & ENGINEERING COMPANY 8388 N.W. 381b. St. SIa. 305. VdiONA GARDENS, Fl 33180 Piers : (305)871-1530 . Fm:: (308)871 -1831 a—ma0: tiftaco®ool.com E8- 0008719 WALTER A. TILUT Jr.. P.E. FLORIDA Uc. 44167 SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR- ew L.0.,k .cv GENE 290 WEST 78 ROAD HIM.FAH, FL. 33014 PHONE: (305558 -8103 FAX: (30 558 =8685 wanr.genara pac .corn 12/18/07 DATE 66K ND 0 0818 V.tit D 07 -305 DRAWING No aaa6u 11/13/06 3 SHEET 4 OF 18 FRAME WIDTH (SEE SCHEDULE * *)- DET. X 7A B/9 1 ( --"Ti 11 49 3/16" MAX. FIXED PANEL WIDTH a u a / D.LO. (SEE SCHEDULE * *) 0 A/8 4 TYPICAL 'k SEE SHEET 49 1/4" MAX. OPERABLE PANEL WIDTH D/12 A X • DET. X /7AT B/9 4 A/84 FRAME WIDTH (SEE SCHEDULE * *) B_ /_9____ DEf. X/7A II II ` ..... 1 -- 49 1/4" \9 MAX. PANEL //// OPERABLE WIDTH (ip MAX. OPERABLE PANEL WIDTH ■ F I ////:// / \\\D N 0 1 D.L.O. (SEE SCHEDULE * *I— Z L.1 EXTERIOR ELEVATION (OX) SCALE: 1 /2" = 1' -0" 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & ,D:L SEE SCHEDULE ON SHEET -A A/8 4 TYPICAL * SEE SHEET • B/9 4 �- DET. X /7A D/13 • J A/8 4 11 FRAME WIDTH (SEE SCHEDULE B_ /__9_�_ ET. X /7A e�II ILA III Di4 F a- 3* w I U to W tn zi • Ci 14 ••\C/13 w — 1 i / DET. Y /7A EXTERIOR ELEVATION (XO) SCALE: 1 /2" = 1' -0" 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 49 1/4-" \9 MAX. PANEL //// OPERABLE WIDTH (ip 0 ■ F I X ,1 D/ Led' A/81 I _r II : -- - �� i B/9 t t DET. X /7A TYPICAL EXTERIOR ELEVATION (XX) SCALE: 1/2" = 1' -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING. AT JAMBS. C/14 L r. Y/7A Approved es complying with she Florida Code Date . Z NOA maw Dry Product Coned Dzv a. ,,4- BY MIAMI DADE COUNTY F.B.C. (Hi Vep* Hurricane Zone NOV 17 2008 P.E. SEAL /SIGNATURE/DATE 02007 ULTECA SIC. /1it1iINC.\ TILUT TENTING & ENGINEERING COMPANY 8355 N.W. 3881. SL. Ste. 308. VIR033A CMOS, Fl 33168 Phone : (308)871 -1830. Fax : 403071-1531 e—mail: tllteca0col.com E8- 0006718 WALTER A. TILLIF Jr., P.E. FLORIDA 11c. 44187 SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR DRAWN BY: LG./ tC.Y. 290 WEST 78 ROAD HIALEAH. FL. 33014 PHONE: (305) 558-8103 FAX: 3fl5 ?07358 -8385 www.gen pact.com 12/18/07 DATE N61. NO 2 11/13/011 3 ME NIX No Ns was 07 - 305 DRAWING No SHEET 5 OF 18 4 D/15 • FRAME WIDTH (SEE SCHEDULE * *) DET...X % 7A -._ _g g B /_1D DET. X /7A�- I I ( I I I NEM 49 3/16° MAX. FIXED PANEL WIDTH D.LO. (SEE SCHEDULE * *)r 0 49 1/4° OPERABLE PANEL WIDTH x X _D /15 D/16 • 7. A/8 1 11..„) DEL X/7AT - Big DEL X /7ATB'/ 101 TYPICAL EXTERIOR ELEVATION (0XX) SCALE: 1/2" = 1' -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM-FRAME' & D.LO. SEE SCHEDULE ON SHEET 4 inC/15 C/16 I I I I I ! ••• l 1 DET. Y /7A mg L A/81 FRAME WIDTH (SEE SCHEDULE 4*) DEL X /7A1 B/9 11 DET. SI M8 II II t It II 49 3/16° MAX. FIXED PANEL WIDTH 0 49 1/4° MAX. OPERABLE PANEL WIDTH X 0 I (SEE SCHEDULE *8) 0 D/16 C a N E HEIGHT (SEE .11 I I ; C (( A /8,1 DEL X /7AT -- B /g, DET. Xi7AT A/8 I SIM. TYPICAL EXTERIOR ELEVATION (0X0) SCALE: 1/2" = 1' -0" * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. Approved as coinplyi138 with the RoridaBau7(ruts Code Date NOM 0 Mimi Dade P Control Di i"° MAIM DADE COUNTY F.B.C. (High Vela .y Hurricane Zone NOV 1 7 2008 ® 2007 TILTECO INC. SERIES 11000 HIGH IMPACTSLIDING GLASS DOOR DRAWN 9w L.G./llcv TILIIT TESTING & ENGINEERING COMPANY 6385 N.W. 38th. St., Sta. 3084 VIRCIWA GARDENS. Fl 33166 Phmns : (305)871 -1530 . Fax : 08)871 -1531 e-mail: t7tecoGaoLcom EB- 0008719 P.E. SEAL/SIGNATURE/DATE WALTER A. TIWT Jr.. P.E. FLORIDA Lie. 44187 290 WEST 78 ROAD HIALEAH, FL. 33014 7' PHONE: (308 558 -8103 GE [Nc�SSgLg'� AL wu w.ggenera mpoct.� Crerar^SoG�tois 12/18/07 DATE EEV. RO DOE REV. Re 07 - 305 DRAWING No 11/13/33 3 SHEET 6 OF 18 TYPICAL EXTERIOR ELEVATION . (XXXX.} SCALE: 1/2" = 1 '-0" )k SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 SIM. 7 Y /7A Approved Florida Drew 2 NOM aP.uarFa -complying with the nPA�lr-� �EJCOUNTY F.B.C. (Hiiti VerocR tHurricane Zone) NOV 17 2008 P.E. SEAL/SIGNATURE/DATE 92007 TILTECO MC. ILECO.NC. TIWT TESTING & ENGINEERING COMPANY 355 N.W. 38th. St., Ste. 305, WORM GARDENS, Fl 33188 Phone : (308$71 -1530 . Fax : (0871 -1531 e—math tifteco®ool.cam EB- 0006719 WALTER A. TIWT Jr., P.E. FLORIDA Uc. 44167 SERIES 11000 HIGH IMPACT SLIDING GLASS,D °RASTA Fr: LG.I LC.V. gRA T mama GLASS 290 WEST -78 - ROAD -- HIALE4H. FL 33014 PHONE: (305) 558 =8103 FAX (305) 558-8665 www.generaiimpcot.com 12/18/07 DATE REV. 1m onownon emu. ,t D1E WC N DATE 07 - 305 DRAWING Na 1/13/03 SHEET 7 OF 18 . A/S 41 B-/9 4 DEL X /7A- t l I (' I I I I ') IY,ITIL TTIIJ 1I1 SJGG JVI- IG..NVI.G - B'/10 4 DET. X /7A�__ (' I I I ') B/9 4 DEE OA- ( I I I I A/84 SIM. ') I III 10 g A —' .._ -- �._,,_. - -- '----.------ __J2 49 1/4" a x LI' MAX. OPERABLE PANEL WIDTH 33 D.LO. D/1 7 1.- 1 1 C/ 17 � W J LLI U N °f 33 / • D/1 - ---J C/ 1 4. , ¶JI6. 0 x E B Ir I I 1 I - I I / \DET. N o " X (SEE SCHEDULE * *) X _ ldAX. A/8 4 �� I r Ti \� -, DET. X /7AT- B/9 4 ��1TI1 j . DEE X /7AT B' /10 4 rr I I -TI . DET. X /7AJ B/94 ) 1 A/84 L 0._ MAX. TYPICAL EXTERIOR ELEVATION . (XXXX.} SCALE: 1/2" = 1 '-0" )k SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 SIM. 7 Y /7A Approved Florida Drew 2 NOM aP.uarFa -complying with the nPA�lr-� �EJCOUNTY F.B.C. (Hiiti VerocR tHurricane Zone) NOV 17 2008 P.E. SEAL/SIGNATURE/DATE 92007 TILTECO MC. ILECO.NC. TIWT TESTING & ENGINEERING COMPANY 355 N.W. 38th. St., Ste. 305, WORM GARDENS, Fl 33188 Phone : (308$71 -1530 . Fax : (0871 -1531 e—math tifteco®ool.cam EB- 0006719 WALTER A. TIWT Jr., P.E. FLORIDA Uc. 44167 SERIES 11000 HIGH IMPACT SLIDING GLASS,D °RASTA Fr: LG.I LC.V. gRA T mama GLASS 290 WEST -78 - ROAD -- HIALE4H. FL 33014 PHONE: (305) 558 =8103 FAX (305) 558-8665 www.generaiimpcot.com 12/18/07 DATE REV. 1m onownon emu. ,t D1E WC N DATE 07 - 305 DRAWING Na 1/13/03 SHEET 7 OF 18 NU 'B:_ " 0 AN . ORS AT CLUS - 4 AT H S J 0 E TION C ED . L MAXIMUM ANCHORS SPACING "S" * AT JAMBS CONNECTION SCHEDULE ti FOR A GIVEN ANCHOR TYPE. SUBSTRATE & DESIGN PRESSURE RATING FOR A GIVEN ANCHOR TYPE. SUBSTRATE & DESIGN PRESSURE RATING MAXIMUM ANCHOR TYPE SUBSTRATE DESIGN PRESSURE HEAD /SILL n° OF ANCHORS - FOR TAPCOt( FOR KWIK -CON II +60, -60 psf +60, -60 psf_ 9 5 1/4 °0 TAPCON ' 1/4 "0 TAPCON POURED +75, -75 psf 11 5 -+-85, -85 psf 11 7 OR OR KWIK -CON' .0 KWIK -CON II CONCRETE +91, -99 psf 13 7 BLOCK +100, -120 psf +100; -120 psf 17 9 - +60, -60 psf _ 11 +60, -60 psf 18" o.c. OR +75, -75 psf 13 +75, -75 psf 9' -O" 1/4 "0 TAPCON WOOD +85, -85 psf 15 +85, -85 psf 16" o.c. OR +91, -99 psf 17 +91, -99 psf 13 1/2" o.c. +100, -120 psf 19 N/A +100, -120 psf +60, -60 psf 9 . +60, -60 psf 18" o.c. ALUMINUM +75, -75 psf ' 11 ALUMINUM 1/4"0 TEK SCREW MULLION +85, -85 psf 11 1/4°0 TEK SCREW MULL ON +85, -85 psf STEEL MEMBER +91, -99 psf 13 STEEL MEMBER +91, -99 psf 16 1/2" o.c. +100, -120 psf 17 +100, -120 psf 13 1/2" o.c. +60, -60 psf _ ___. ___. ._ _ __ _.._ �_ .5 _ 1 /4 °� TAPCON +75, -75 psf 9 5 +85, -85 psf 11 5 OR POURED KWIK -CON I! CONCRETE +91, -99 psf 11 7 +100, -120 psf 15 7 +60, -60 psf 9 +75, -75 psf 11 8, _0" 1/4°0 TAPCON WOOD +85, -85 psf 13 +91, -99 psf 15 +100, -120 psf 17 N/A +60, -60 psf 7 ALUMINUM +75, -75 psf 9 1/4"0 TEK SCREW MUWON OR +85, -85 psf 11 +91, -99 psf 11 STEEL MEMBER +100, -120 psf 15 +60, -60 psf 7 3 '" ' "' POURED CONCRETE +75, -75 psf 9 5 , 1/4"0 TAPCON OR . - +85, -85 psf 9 5 KWIK -CON ' Il ' _ +91, -99 psf 11 5 +100, -120 psf 13 7 +60, -60 psf 7 � '.filar- " +75, -75 psf 9 r_0. 1 /4 "0 TAP COI r WOOD +85, -85 psf 11 ' +91, -99 psf 13 PeFW e k i ": - +100, -120 psf 15 N/A _ -,11 =- +60, -60 psf 7 ALUMINUM +75, -75 psf 9 1 /41' TEK - - MULLION +85, -85 psf 9 SCREW OR _STEEL MEMBER +91, -99 psf 11 _ +100, -120 psf 13 CORRESPONDS TO CLUSTER OF 29 OR 3 ANCHORS AT t OF STILES /ASTRAGAL LOCATION (SEE DETAIL X) MAXkUM ANCHOR TYPE SUBSTRATE DESIGN Ram JAMBS "n° I OF ANCHORS FOR TAPCON FOR KWIK -CON II +60, -60 psf 18" o.c. 18" 0.c. 1/4 °0 TAPCON ' POURED CONCRETE +75, -75 psf 18" o.c. 18" -o.c. +85,. -85 psf 18" o.c. 18.. o.c. . OR OR KWIK -CON' .0 CONCRETE +91, -99 psf 16 1/2" o.c. 18" -c.c. BLOCK +100, -120 psf 13 1/2" o.c.. 18" o.c. 9' -0" - +60, -60 psf 18" o.c. OR +75, -75 psf 18" o.c. 8' -0" ' -1/4 °0 TAPCON WOOD +85, -85 psf 16" o.c. OR +91, -99 psf 13 1/2" o.c. +100, -120 psf 11" 0.c. N/A . +60, -60 psf 18" o.c. 7' -0" ALUMINUM +75, -75 psf 18" o.c. 1/4°0 TEK SCREW MULL ON +85, -85 psf 18° o.c. STEEL MEMBER +91, -99 psf 16 1/2" o.c. +100, -120 psf 13 1/2" o.c. * CORRESPONDS TO THE SPACING OF TWO STAGGERED ANCHORS (SEE DETAIL Y) OF STILES /ASTRAGAL LOCATION DETAIL X -X HEAD & SILL CASE N.T.S. to OR STAGGERED (TYP.) 2 3/16° DETAIL Y -Y JAMB CASE N.T.S. complying with the Code IEI+> IL f tom;:` r .._: tP; Verity Hurricane zone) -kov 17 2008 P.E. SEAL /SIGNATURE/DATE S 2007 TILTECO INC. / ! ME C O tNe. TUFT TESTING a ENGINEERING COMPANY 3355 w.m. 78th. St.. Ste. 305, v0&iMA CARDEAS. Fl 33165 Phone : (305)871 -1530 . Fox : (305)871 -1531 e -mail: hteco@ool.com EB- 0006719 WALTER A. TIWT Jr.. P.E. FLORIDA Uc. 44167 SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR ENAaN EP& �c/aacv. IN MI M t. tti Ui GE1�TE AL 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6685 twvw.generolimpoctcom 12/18/07 DATE 'Mtn 6r1 Oa1E 68.No OEINNEPTNM DUE 07 - 305 DRAWING No 11/18/06 3 SHEET 7A OF 18 EXISTING STRUCTURE E.D. SHE 14.211E 9/1 E.Q. SEE N7IE 9/1) 480 mz all 2 °x P.T. WOOD BUCK (SEE NOTE 8/1) 2 a N POURED CONCRETE REQ'D. E.D. SEE NOTE 9/1) 2) ED. SEE NOTE 9/1) 1 x P.T. WOOD BUCKS (SEE NOTE 8/1) (• FRAME HEIGHT _I G Z O — \ \V‘S (2) E.D. (SEE 1131E 9/1) UBSTRATE 1. FOR MAXIMU1v1=FMME: & D.LO. SEE SCHEDUI=EEOWSHEET 4 & FOR ANCFIOR'S_ CONCENTRATION NEEDED AT S1LES %STRAGAL SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. 2 cn z 2" MAX. THICK HIGH . STRENGTH GROUT. 2 °x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE REQ'D. * (2) 1/4" LONG WEEP NOTCHES, (1) AT EACH END OF EACH SCREEN RETAINER TRACK AT (2) SECTION A ®A SCALE 3/8P=1"- ED. (SEE NOTE 9/1) (2) POURED CONCRETE/ CONCRETE BLOCK, SUBSTRATE E.D. (SEE NOTE Y13° MINIMUM WALL THICKNESS ALUMINUM ALLOY 8063 —T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A-65.3 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. ALUM NUM MULLION SUBSTRATE E.D. ED. —(SEE NOTE— —(SEE NOTE --1 s /t) 9/1) STEEL MEMBER SUBSTRATE A yed ffi W ymg iwath the Sam .r Dater (N NOM 5/: ° h. Dade MIAMI DAD COUPIi t otti IV 1 7 ? P.E. SEAL /SI( 1ATURE/DATE @ 2007 TILTECO INC. / IILIEC®1Nc. TU.UT TESTING & ENGINEERING COMPANY 3355 5.19 304h. 53.. Ste. 305, MONA CARO , Fl 33155 Phan t (305)571 -1530 . P : (305)871 -1831 e-5008: tlltem@aoLcom ES- 0006719 WALTER A 1tUJT Jr.. P.E. FLORIDA Us. 44167 SERIES 110130 HIGH IMPACT SLIDING GLASS DOOR=- CRAY& EM LG./ LC.Y r' ER L IMPAC5 GLASS AL WINDOWS ZS, ClearSolriaiba 290 WEST 78 ROAD - HIALEAH, FL 33014 . PHONE (305) 558 -8103 FAX: ( 558 -8685 www.gen mpact corn aetc 12/18/07 DATE REV. KO Denapece 6116 N. o MAee 07-316 DRAWING No 11 /ta/as SHEET 8 OF 18 EXISTING STRUCTURE gB m E.D. (SEE NOTE 15/16" E.D. SEE NOTE 9/1) 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE REQ'D. E.D. SEE NOTE 9/1) ) 2�9 E.D. —(S` N 1) 1 x P.T. WOOD BUCKS (SEE NOTE 8/1) i� m a O 0 z a In ED. (SEE – NOTE 9/1) ED. (SEE NOTE 9/1) SUBSTI NOTES 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE:ON SHEET- 4 & FOR ANCHOR'S- CONCENTRATION NEEDED AT STILES /ASTRAGAL SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE J - • REQ'D. L E.D. (SEE NOTE 9/1) *2" MAX. THICK HIGH • STRENGTH, GROUT. * (2) 1/4" LONG WEEP - NOTCHES, (1) AT EACH END OF EACH SCREEN RETAINER TRACK AT (2) * * (4) 11/16" LONG WEEP NOTCHES, (1) AT EACH END OF EACH OPERABLE PANEL TRACK AT 02 SECTION B -B SCALE: 3/8 " =1 " (2) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE. E.D. (SEE NOTE X" MINIMUM WALL THICKNESS 9/1) ALUMINUM ALLOY 6063 --T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) E.D. SEE NOTE--1 Z 9/1) \ci1 STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. ALUMINUM MULLION SUBSTRATE STEEL MEMBER SUBSTRATE NOV 17 II'I, P.E. SEAL /SIGNATURE/DATE 02007 TILTECO INC. /1NC.\ TILIJT TESTING & ENGINEERING COMPANY ...6305 NM. St., ., Sta. 30 . , fl 3166 e a –mail tlteco®aoLcom EB- 0008719 WALTER A. TIWT Jr. P.E. FLORIDA Ue. 44167 Appamcx,' as corapIyiug with the Solids L Co" Bete IL l ,.: 1,10/1 :# :II Prodad_Conlog MIAI ' DADS' COUNTY • F.B.0 (High e c ty Hunlcane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASSDCOR GWYN BY: LG./Y.C.V. 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (3081) 55558 -6685 www.genera cLcom 12/18/07 DATE ROY. Na t1/13/1181 3 DATE BEY tm DtsalaFimtt DATE 07 - 305 DRAWING No 4 SHEET 9 OF 18 areal II 1 111 ALUMINUM MULLION SUBSTRATE STEEL MEMBER SUBSTRATE NOV 17 II'I, P.E. SEAL /SIGNATURE/DATE 02007 TILTECO INC. /1NC.\ TILIJT TESTING & ENGINEERING COMPANY ...6305 NM. St., ., Sta. 30 . , fl 3166 e a –mail tlteco®aoLcom EB- 0008719 WALTER A. TIWT Jr. P.E. FLORIDA Ue. 44167 Appamcx,' as corapIyiug with the Solids L Co" Bete IL l ,.: 1,10/1 :# :II Prodad_Conlog MIAI ' DADS' COUNTY • F.B.0 (High e c ty Hunlcane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASSDCOR GWYN BY: LG./Y.C.V. 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (3081) 55558 -6685 www.genera cLcom 12/18/07 DATE ROY. Na t1/13/1181 3 DATE BEY tm DtsalaFimtt DATE 07 - 305 DRAWING No 4 SHEET 9 OF 18 EXISTING STRUCTURE wW z O p~p lJ E.D. (SEE NOTE 9/1) 15/16" E.D. (SEE NOTE 9/1)— 2°x P.T. WOOD BUCK (SEE NOTE 8/1) m a = POURED CONCRETE REQ'D. E.D. (SEE NOTE 9/1)• E.D. (SEE NOTE 9/1) 1x P.T. W000 BUCKS (SEE_NOTE 8/1) a t= 106 3/4" MAX. PANEL HEIGHT E.D. (SEE NOTE 9/1) (2) E.D. (SEE — NOTE 9/1) .NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON= SHEET 4 & FOR ANCHOR'S CONCENTRATION NEEDED AT STILES /ASTRAGAL SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. n z 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE REQ'D. ((2) 1/4" LONG WEEP NOTCHES, 1) AT EACH END OF EACH SCREEN RETAINER TRACK AT 20 SECTION B' -B' SCALE: 3/8"=1" d W E.D. (SEE NOTE 9/1) 2" MAX. THICK HIGH STRENGTH, GROUT. (2) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE )fi" MINIMUM WALL THICKNESS] ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) a = STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. ALUMINUM MULLION SUBSTRATE ED. (SEE E.D. (SEE NOTE 9/1) NOTE 9/1) _ STEEL MEMBER SUBSTRATE Approved as complying with the Florida ' �� Code DZe 1 �! /I__ _-\ NOM Arlitrr. i Dads te MIAMI DADE COUNTY = F.B.C. (High Velocity HutiV ne Zone) NO 17 1008 P.E. SEAL/SIGNATURE/DATE 02007 ThSECO INC. /1itIiNC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 NM. 3110. SL, Ste. 305, VIR55M 81156, Fl 33166 Pitons 305)571 -1530 . : (3055871 -1531 e -moil: tilteco@ooloom EB -0006719 WALTER A. TILUT Jr P.E. FLORIDA Lic. 44167 SERIES 11000 HIGH IMPACT SUDING GLASS DOOR 05/. 05 N CENBUL 2 11 /13/Ni 3 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305) 558 -8103 FAX: (3051) 558 -6685 www.gener0 mpact com DAM etr. No oDSRPtOi mvc 12/18/07 DATE 07 - 305 DRAWING No SHEET 10 OF 18 ci Z (2) MIN. EMBEDMENT (SEE NOTE 9/1 0 �1 'V 49 1/4° *MAX. OPERABLE PANEL WIDTH _D.LO. SEE NOTE 1 INDICATED BELOW) QIAI Z IIIfl'I." 1 � I i , I Q alltil IE 0 . I Q. I E.Q. I 2 °x .T.-/ WOOD BUCK (SEE NOTE 8/1) 1/4° D.LO. MAX. SHIM (SEE NOTE 1 INDICATED BELOW) 4 0° MAX. Et 31 is, Vii "1 t I° tit 6 e' il ° tt _� LM- WOOD SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE INIMUM WALL THICKNESS. 19 3/16" MAX. FIXED PANEL WIDTH 4' 0- MAX. (2) OR 30 4' 0° MAX FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION C -C (OXXO) 9 1/4° MAX. OPERABLE PANEL WIDTH D.LO. (SEE NOTE 1 ,�1 INDICATED BELOW) O _+' PA ,1. —� ■rawa r,wr�� i�zw.I SCALE: 3/8°= 1 ° mum= a loam U, C) w °o (2) 1/4° MAX: SHIM (SEE N•TE 4' -0° MAX. 1 INDICATED BELOW) L `MEMBER BSTRATE 49 3/18" MAX. FIXED PANEL WIDTH NOTES: 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 & FOR-ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. (2) OR p low id Q 1111111111E.Q. E Q. 11111P•1! L. t POURED CONCRETE OR CONCRETE BLOCK REQ'D. w 1 4' 0° MAX. 1/4° MAX. SHIM z- w T� x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE /8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 6 it t1_,_ MIt1 �:'� IS 024 • 'I rift • 4' —O° MAX. I 4' -0° MAX. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION D -D (oxxo) SCALE: 3/8"=1° i 0° MAX. 1/4° MAX. SHIM (2) 0, U, ALUMINUM MULLION SUBSTRATE ) Approved as complying with the >I�B , r dCode Data lfl� �1 NOAM 0 •. r. Ilt=i Dt ..� Cott4rol PAM (HitkiVerociti Hurricane Zone) NOV 17 2008 P.E. SEAL /SIGNATURE/DATE @ 2007 TILTECO INC. /1i1iNC.\ TIMM TESTING & ENGINEERING COMPANY 6388 N.W 38t1. St, Ste. JOB. MROR8A WIDENS. Fl 33188 Phone (3S0871 -1830 . Fax : (305)871 -1831 e–mail: tiiteco®aoLcom E8- 0008719 WALTER A. T1WT Jr., P.E. FLORIDA Lim 44167 SERIES 11000 HIGH PACT SLIDING GLASSDOOR Br: (.G./1LC.K ENERAL 290 WEST 78 ROAD HIALEAH,- FL 33014 PHONE: (306 558 -8103 FAX: (305 858 -8865 www genera mpaaLcom 12/18/07 DATE N DESCRIPTION 1 11/13AI 3 �Ns 4 OESEIRPTION CATE 07 -305 DRAWING No SHEET 11 OF 18 MIN. EMBEDMENT SEE NOTE 9/1 (2) ir/r///1,,nh, IR:" ■I[a_Iril '0 49 1/4° MAX. OPERABLE PANEL WIDTH D.LO. -"� (SEE NOTE 1 INDICATED BELOW isomminimmi POURED CONCRETE OR CONCRETE BLOCK REO'D. 0 Ina'nflo NOTES:" 1. FOR - MAXIMUM FRAME & D.LO._ SEE :SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING- SEE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. w v 1/4= SHIM (SEE N•TE 1 INDICATED BELOW) 4'-0" MAX 49 3/16" MAX. FIXED PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 2'x P.T. WOOD BUCK (SEE NOTE 8/1) WOOD SUBSTRATE W (2) @OR 30 4' 0" MAX. STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. Il 1r L:ittATI rk--ra SECTION C -C (OX) SCALE: 3/8 ° =1 " 49 1/4" MAX. OPERABLE PANEL WIDTH D.LO. (SEE NOTE 1 INDICATED BELOW) 1x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK. SUBSTRATE ) 1/8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) v 1/4° SHIM • D LO. TE 1 INDICATED BELOW) 1/4" MAX. SHIM (SEE N 4' 0" MAX. 4' 0" MAX. 49 3/16" MAX. FIXED PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) STEEL MEMBER, SUBSTRATE • SECTION D -D (OX) SCALE: 3/8 " =1" (2) 0 wig 0 z ALUMINUM MULLION. S BSTRATE AP roved Ps ccelplYing `1*i IZ :CM ' • ; rte_:: «.� ilrM F B .G ° tr Velocity Hurricane- Zon®) NOV 1 7 2RflR P.E. SEAL /SIGNATURE/DATE ® 2007 TILTECO INC. /1itIi fit► O I N C. TIWT TESTING & ENGINEERING COMPANY NS. 35th. Sk., Ste. 305, tAIRDNIA GARDENS, Fl 33166 Phone t (308)871 -1530 . Fax : (308)871 -1631 e—maik tfttecoeool.com EB-0006719 WALTER A. 11UJT Jr.. P.E. FLORIDA Lk. 44187 SERIES 11000 HIGH IMFAGI.SLIDING G(ASS DOOR DRAWN B1 LG./M:d.V. 290..WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305 558 -8103 �+�T �� 7 FAX (305 558 -6665 G�1N Eft 4iL sawv.genera mpoct.eom 12/18/07 DATE ND enON 1033 -REV. No 11/13/•31 3 07 - 305 DRAWING No SHEET 12 OF 18 �z La v (2) 0 MIN. EMBEDMENT SEE NOTE 9/1 t 41! III " • ‚iii irmirmasimin II cetet- I; 49 3/16' MAX. FIXED PANEL WIDTH D.LO. (SEE NOTE 1 INDICATED BELOW) est 0 40. POURED CONCRETE OR CONCRETE BLOCK REQ'D. 2'x P.T. WOOD BUCK (SEE NOTE 8/1) NOTES: 1. FOR UM FRAME-& D.LO. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE -ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. 1/4° . SHIM 9 woo SUBSTRATE, • STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A-653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. BELOW) (SEE N� 4' 0° MAX. 1/4° MAX. OPERABLE PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 1 INDICATE 4' 0" MAX. 1 4° SH i SECTION C -C (xo) SCALE: 3/8' =1' 49 3/16" MAX. FIXED PANEL WIDTH D.LO. (SEE NOTE 1 INDICATED BELOW) 1 x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK. SUBSTRATE 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) rn rn °o w z ''jjlF N I' 1/4° MAX: SHIM STEEL MEMBER SUBSTRAT (SEE NOTE 1 INDICATED BELOW) 4' 0° MAX. 9 1/4° MAX. OPERABLE PANEL WI FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 4' 0" MAX. SECTION D -D SCALE: 3/8' =1' 4' MAX. SHIM ALUMINUM MUWON SUBSTRATE, C2087 TILTECO INC. /1itiNC.\ T ILUT TESTING & ENGINEERING COMPANY 3�Ste. X09. V1ROA 60.IS. W 33166 Phan° • 1 19'.ID F (309)871 -1$31 NU'i 17 2 I;1 or e-mm1 tUteco®aai.cam E9- 0006719 P.E SEAL /SIGNATURE /DATE WALTER A. TILLIT Jr., P.E. FLORIDA Lic. 44187 Approved es complying with the Florida Date 12 1- NOM/ Pf .l Dada Control By _ try ono:- C�urmr -n-� OligilYOSIOYAFIPPEIR- SERIES 11000 HIGH IMPACT SLIDING GLASS-0O0R5 +, ImpAcr age Cram. s L 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: 305) - 558-8103 FAX: (305) 558 -8665 www.gen mpaatcam 12/18/07 /18/07 DATE 1222:22.2212 *ME ILK w 07 - 305 DRAWING Na tt/ta/oa a 2 4 SHEET 13 OF 18 NOTES :` N. (SEE NOTE ell) POURED CONCRETE OR D.L.O. CONCRETE BLOCK REQ'D. --4"- (SEE NOTE 1 INDICATED BELOW) W a (2) 01 _ u_L__ :24.r., 41- 6 ip kr*wre m",i ill L ,� i j, r� - ,�,,r_0 --• v-ms-- 0 SID Eti 41 2 "x .T. WOOD BUCK (SEE NOTE 8/1) WO D SUBSTRAT NF ^ 1 /4" SHIM 9 OW i aI1� I/iiliWil� - - i o D LO. (SEE N 4' —Q" MAX. 1 /4 MAX. OPERABLE PANEL WID FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) f 1 INDICATE f BELOW) 2 29 OR I 4' 0" MAX. STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. 1 /4" MAX. SHIM SECTION C -C (XX) SCALE: 3/8"=1" D.LO. (SEE NOTE 1 INDICATED BELOW) oy W z W W 1 x P.T. WOOD BUC (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE ) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -15 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) (2) (2)® v f 1/ " (SEE NOTE 1 INDICATED BELOW) (2; 29 OR 30 4' 0" MAX. ►1"— 4' 0" MAX. 9 1/4" MAX. OPERABLE PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) STEEL MEMBER SUBSTRATE 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 & FOR. ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A.- 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. SECTION D -D (XX) SCALE: 3/8 " =1 " ''' o W 1/47--1 MAX. SHIM ALUMINUM MULLION UBSTRATE Approyod dying with tlx: Perkin rkiin B,1,.:i Coda , Dote (High )eloc ity Hurricane Zone NOV 17 2000 P.E. SEAL/SIGNATURE/DATE ® 2007 TILTECO INC. /Tft1iNC.\ flWT TESTING & ENGINEERING COMPANY 8358 W.W. 38th. SL, Ste. 305, VIRGINIA am . R 33188 Phone : (305)871 -1530 . fax : (305)871 -1531 e—maII: thteco®aol.com EB- 0008719 WALTER A TLUT Jr. P.E. FLORIDA Uc. 44167 SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR OWN BY: LG./M.C.V. GENERAL bra Crear.rofcatins 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8665 www.generalTmpactcom 12/18/07 - DATE REV. NO DESCRIRGIN RAW 8d No DESCRIRGEON 07 -305 DRAWING No GENERAL 11/131W 3 SHEET 14 OF 18 MIN. EMBEDMENT (SEE NOTE 9/1) 9 3/16° MAX. FIXED PANEL WID POURED CONCRETE OR CONCRETE BLOCK REQ'D. 0 z w a. r1 /.. Alblwl .1 w w 1n 0 29 OR 30 2"x P.T. WOOD BUCK (SEE NOTE 8/1) 4' 0" MAX. (SEE NOTE 1 INDICATED BELOW) 4' 0" MAX. 1/4" MAX. SH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) WOOD SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -853 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. ci 112 SECTION C -C (OXX) 49 3/16" MAX. FIXED PANEL WIDTH ha ity-mm•nrwri ammo= SCALE: 3/8 ° =1° �z z 4 If 1/4° ~MAX. SHIM 4' 0" MAX. 0' se • O 49 1/4° MAX. OPERABLE PANEL WIDTH 1 x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE -1111111= 211 )o 111 7\13.41C/I- (2) CI OR 30 f 4' 0" MAX. L STEEL MEN SOBSTRA' NOTES: 1. FOR MAXIMUM FRAME & SEE SCHEDULE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7k 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION D -D (oXX) SCALE: 3/8 ° =1" 1/8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 8063 -T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 01 D.LO. (SEE NOTE 1 INDICATED 4' 0" MAX. ELOW) 1/4" MAX. SHI 49 1/4° MAX. OPERABLE PANEL WIDTH ALUMINUM MULLION SUBSTRATE NOV 17 2008 P.E. SEAL/SIGNATURE/DATE ® 2007 T .TECO SIC. /1it1iNC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 38th. St., Ste. 305, WSW& Fl 33188 Phone t 000871 -1830 . Pmt s (0871 -1531 e-mail: tStecaOaol.com EB- 0008719 WALTER A. TILLIT Jr.. P.E. FLORIDA tic. 44167 AN:coved as cxmplymg with the Fl D Nor • ; r• r 1 haste' Dad, plea connOI BY SERIES 11000 HIGH IMPACTZSLIDING GLASS DOORI 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONED (305 558 -8103 T+ FAX (30.3 558 -6665 1\TEIZAL www. pact.com IMPACT QM? CtearSortaion NO o DUE . No 12/18/07 DATE 07 -305 DRAWING No GENERA 11/13/88 5 SHEET 15 OF 18 MN. EMBEDMENT (SEE NOTE 9/1) 49 1/4° MAX. OPERABLE PANEL WIDTH D.L.O. (SEE NOTE 1 INDICATED BELOW a1 (2) ,09 iiti11t114 ,K1>_ CV W LI (n 2 °x P.T. WOOD BUCK (SEE NOTE 8/1) 0 SHIM (SEE NOTE 1 INDICATED BELOW) 4 —0° MAX. 4' 0' MAX. 4'-0° MAX. 1/4 °`',' MAX. SHIM WOOD SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. 49 3/16° MAX. FIXED PANEL WIDTH E WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION C —C (0X0) SCALE: 3/8":=1° 49 1/4° MAX. OPERABLE PANEL WIDTH D.LO. —°-(SEE NOTE 1 INDICATED BELOW) 1 x P.T. WOOD B (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK, SUBSTRATE ) 1/8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIAMI DADE COUNTY APPROVED O MULLION (UNDER SEPARATE APPROVAL) rn O Oid W (n W (2) DLO. °a w Y EMBER .BStRATE: 4' 0° MAX. 1/4" MAX. SHIM Awed 8S 6 Oagslyffi1g with 1166 FrzdiCode- g„lii:w::• -= :.. awl - -FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) m49y 3/16° MAX. AXED PANEL WIDTH y NOTES' -- 1. FOR--MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 SC FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. SECTION D —D (0X0) SCALE 3/8 ° =1' ALUMINUM MULLION SUBSTRATE 2007 TILTEOC INC. f Mo OHDE.CDUNIY (Hlg'V`' _ = Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDINGG ASS- AWN 6Y1 LG./M.C.V. /1iiizc.\ TRJJT TESTING & ENGINEERING COMPANY 6355 N.W. i�jB7Sta. ,2� . Fax w 1Fl 33165 Phan* e—maik tlteco ®cal.com EB- 0008719 WALTER A. TILLIT Jr., P.E. FLORIDA Uc. 44187 290 WEST 78 ROAD HIALEAH, FL 33014 -- PHONE (305) 558 -8103 FAX: (305) 558 -8865 www.generallmpactcom NOV 1 7 2QOR P.E. SEAL/SIGNATURE/DATE sN ��` reArE E CLem•.S ►rWW oGdio�st s 12/15/07 DATE 07 - 305 DRAWING No SHEET 18 OF 18 MIN. EMBEDMENT (SEE NOTE 9/1) D.LO. (SEE NOTE 1 INDICATED BELOW ik If POURED CONCRETE OR CONCRETE BLOCK REQ'D. Iv coo 14) €00 W (2) d w °z W to w Lal Z -- 2°x P.T. WOOD BUCK (SEE NOTE 8/1) WOOD SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE INIMUM WALL. THICKNESS. 1/4" (SEE -N INDICA BELOW) SHIM (2) 4'-0° MAX. 4'-0" MAX. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 9 1/4" MAX. OPERABLE PANEL WID OR_ 4' 0" MAX. 1/4" MAX. SHIM U D.LO. (SEE NOTE 1 INDICATED BELOW) SECTION C -C (XXXX) SCALE: 3/8 " =1" 1 x P.T. WOOD B (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE /8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) (2)® (2) ( OR 30 4' 0" MAX. - 4' 0" MAX. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) OERABLE PANEL WID EMBE ) - vise 05 cot pt with the, - 1,F bite. i\OTAP 4rMI D«� Pre-duct Control d 1 SUBSTRATE; -"4'3 - NOTES: 1.7 r - 1. FOR MAXIMUM FRAME &_.D.LO: SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING — SEE SCHEDULE ON SHEET- 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. SECTION D -D (XXXX) SCALE: 3/8"=1" , - 3 `F nth 8 2007 TILTECO INC. ALUMINUM MULLION SUBSTR TE /1itEENC.\ 111LUT TESTING & ENGINEERING COMPANY N.W, 361b. 9ta. 308. leteMIA• SV CS& Fl 33188 Phone : (3W1 -1330 . Fax : (308)071 -1831 e—maf4 tiltecot0aot.com EB- 0008718 WALTER A. TILUT Jr., A.E. FLORIDA Uc. 44187 P.E. SEAL/SIGNATURE/DATE F.B'E (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SL1D(NGGIASS DOOR: DRAWN BY: LG./MMGV Crocerastion So WINDCPAS 290 WEST 78 ROAD HIALEAH. FL. 33014 PHONE: (305 558 -8103 FAX: (308 558 -8885 O1ww.ge11 cam 12/18/07 DATE - 1a+ eo ORB Kt No 2211 07 -305 DRAWING No 2 11/10/2% SHEET 17 OF 18 (2) #10 x 1" F.H. S.D.S. CONT. SILICONE CONT. SILICONE (2) #10 x 1" F.H. S.D.S. CORNER CONNECTION AT FRAME HEAD AND SILL_.-, SCALE 1/4" (2) #10 x 1 1/4" P.H. S.D.S CONT. SILICONE (2) #10 x 1 1/4" P.H. S.D.S CONT. SIUCONE I __ _ (2) #10 x 1 1/4" = P.H. S.D.S CORNER CONNECTION STILE AT TOP AND BOTTOM RAIL (NON OPERABLE. PANEL) SCALE 1/4" = 1° - (2) #10 1 1/4" P.H. S.D.S CONT. SILICONE (2) #10 x (2) #10 x 1 1/4° P.H. S.D.S CORNER CONNECTION STILE AT TOP AND BOTTOM RAIL (OPERABLE PANEL) SCALE 1/4" = 1" BY MLAMI DADECOUNTX_ F.B.C. {Mgh Velciity HUtdtne Zone) ViL P.E. SEAL/SIGNATURE/DATE 02007 1H.TECO INC. IL ECO�N�.� TWIT TESTING & ENGINEERING COMPANY 6358 N.W. 385E Ste. 305, Met00TA GARDENS. R 33166 P4one : (3��1 -1530 . Fax : (30871 -1631 e –mall: tHteeo®ool.com ES 0006719 WALTER A. TIUJT Jr. P.E. FLORIDA Lie. 44167 SERIES 11000 HIGH IMPACT SLIDING GLASS ORA Tre: _.LQ/4iCY. 290 WEST 78 ROAD - 12/18/07 HIALEAH. FL. 33014 —DATE PHONE 305 558-8103 www. eralmpactcam 07 - 305 DRAWING No- -z", elm o- Rev N6 DESCRIPURR 051S 1 REV. No 1/1 SHEET 18 OF 18 Tor Twin 3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 NW 75th Ave Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami—Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Division 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 "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites - L.M.I._ APPROVAL DOCUMENT: Drawing No. W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05/05/09, prepared by Al—Farooq Corporation, signed and sealed by Arshad Vigar, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: 1. Load bearing shim required. 2. Max 'A" shim allowed for installation in steel substrate. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 use of this NOA as an endorsement atically terminate this NOA. Failure and removal of NOA. Miami—Dade County, Florida, and e. If any portion of the NOA is MIAMI —DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.2ov/buildingcode in the materials, use, and/or manufacture of the p of any product, for sales, advertising or any oth to comply with any section of this NOA shall b ADVERTISEMENT: The NOA number pr followed by the expiration date may be dispi displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA sh distributors and shall be available for inspectio This NOA renews NOA No. 08-0613.07 and consists well as approval document mentioned above. The submitted documentation was reviewed by Jaime e '.T by the manufacturer or its the r est of the Building Official. of this page 1 and evidence pages E—I and E-2, as D. Gascon, P. E. NOA. No. 09- 0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 Page 1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -37, titled "Series RD45 Alum Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04 and last revised on 05 /05/09, prepared by Al Farooq Corporation, signed and sealed by Arshad Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -5390 dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08 -0613.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s). FTL -4154, dated March 24, 2004, FTL -4155, dated March 30, 2004 and FTL-4166, dated March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0608.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2004/ 2007, prepared by AI Farooq Corporation, dated May 29, 2008 and last revised on July 14, 2008, signed and sealed by Dr. Humayoun Farooq, P. E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Jaime D. Gascon, P E. Chief, Product Control Division NOA No. 09- 0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 2. Statement letter of no financial interest, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 3. Statement letter of changes, dated May 04, 2009, signed and sealed by Arshad Vigar, P. E. 4. Laboratory compliance letter for Test Report No. FTL -5390, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0613.07) 5. Laboratory compliance letter for Test Report No.'s FTL -4154, E1'L --4155 and FTL- 4166, issued by Fenestration Testing Laboratory, Inc., dated February 18, 2008, March 30, 2004 and March 31, 2004, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04-0608.03) G. OTHERS 1. Notice of Acceptance No. 08- 0613.07, issued to R. C. Aluminum Industries, Inc. for their Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites — L.M.I. ", approved on 09/04/08 and expiring on 08/19/09. E -2 Jaime D. Gascon, ' . E. Chief, Product Control Division NOA No. 09-0630.07 Expiration Date: August 19, 2014 Approval Date: August 05, 2009 4 1/2" MAX. HEAD /SILL CORNERS 39 3/8" MAX. FRAME WIDTH II / II / II / SURFACE APPLIED FALSE MUNTINS MAY BE USED SERIES RD45 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE ABOVE. SINGLE (0 /X) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 25 3/4" D.L. OPG. 35 3/4" MAX. LEAF WIDTH (X) (D a N m 4 1/2" MAX. HEAD /SILL CORNERS SURFACE APPLIED FALSE MUNTINS MAY BE USED 75 3/8" MAX. \ FRAME WIDTH 2 1/2" 2 1/2" 2 1/2" II n / II / 11 E II If II u \ II MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 80.0 PSF AS ALLOWED BY FBC INACTIVE 25 11/16" D.L. OPG. \ 72" MAX. DOOR OPNG. WIDTH ACTIVE 25 11/16" D.L. OPG. (XX) \ U 4 2 m ▪ • t0 N THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E 1300- 02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 Engr. ARSHAO VIQAR CIAL FLA. PEE # 36663 CAN 3538 MAY 0 6 2009 PRCOUCT RENEWED Its complying with the Rode • I Acceptance NoO` -• - + r. •4•4nn Product Control FAX. (305) 262 -6978 i v z Ul W_ M = N D ' N g ^r7 4 z '� CIo< Q Cr N M FAX. (305) 592 -2184 c C O m 2 C O G 0 Zn m a REV. PER BCCO COMMENTS ENGR. NAME REV. .0 a V C 0 v_ B 0 0 0 �C a m C 0 Ti 0 p • drawing no. W04 -37 sheet 1 of 10 DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS WIDTH -WI INCHES WIDTH -W2 INCHES DOOR HEIGHT -A INCHES GLASS TYPE 'A' GLASS TYPE 'B' EXT.( +) /INT.( -) EXT.( +) /INT.( -) 24 80.0 80.0 63 -3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43-5/8 80.0 80.0 24 81 -5 /8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63 -3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43-5/8 80.0 80.0 24 85 -5 /8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63-3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43-5/8 80.0 80.0 24 91 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 63 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 43 -5/8 80.0 80.0 24 97 -5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 80.0 75 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 W1 FRAME WIDTH O 4 0 0 39 3/8" MAX. FRAME WIDTH 33 3/8° D.L. OPG. 12" MAX. 4" MAX. HEAD /SILL HEAD /SILL CORNERS 0 ! I I SURFACE APPUED FALSE MUNTINS MAY BE USED Wt (SINGLE DOOR FRAME WIDTH) = W1 / N • a N N 0 • rn ter 25 3/4" D.L OPG. 35 3/4" MAX. LEAF WIDTH (0 /X) 2 + 1 -5/8" 2 K N 2z So, -0 e 0 75 3/8" MAX. FRAME WIDTH 69 3/8" D.L. OPG. 12° MAX. HEAD /SILL Ii II 11 It 11 TI II II. II II I INACTIVE SURFACE APPUED FALSE MUNTINS MAY BE USED 25 11/16" Engr. ARSHAD VIDAR CML F.A. PE 1 38863 C.A.N. 3538 MAY 0 6 2009 4° MAX HEAD /SILL CORNERS N N 2 m to a I CO 2 cow �O U '1 PRODUCT RENEWED es complying with the Florida Building Code Accept nce No 0 ` • - 330.01 r I tom/ fi M :uni Division e Product Control thi o zFF W 2 cc 15 0� a.0 o o C M °2,0) o fttog o taroE mig .0 aW3a to Jn10 s 0 v c FAX. (305) 592 -2184 TEL (305) 592 -1515 C 0 0) d a 0 Col REV. PER BCCO COMMENTS ENGR. NAME REV. .c (revisions: m 0 .0 5. 0 0 UI S 0 0 O Sn 0 O c<1200 0 0 0 scole: 1/2"...i'-0" drawing no. W04 -37 (sheet 2 of 10 DESIGN LOAD CAPACITY - PSF SIDELITES GLASS TYPE SIDELITE WIDTH FRAME HEIGHT 'A' & 'B' INCHES INCHES EXT.(4) /INT.(- ) 36-1/4 80.0 38 -5/8 80.0 81 -5/8 80.0 41 -1/4 43 -1/4 80.0 36 -1/4 80.0 38 -5/8 85 -5/8 80.0 41 -1/4 80.0 36 -1/4 80.0 91 -5/8 80.0 38-5/8 36 -1/4 97 -5/8 80.0 2 1/4" MAX. HEAD /SILL CORNERS SIDELITE WIDTH MAX. SEE CHART AT LEFT 2 1/2° 2 1/2" at O C I 1 II II II II II II II II II 11 '1/ It II II II II II II Il II 11 II II II II II SURFACE APPLIED FALSE MUNTINS MAY BE USED D.L OPG. I I t (0) NOTE: FOR DOORS CAPACITY SEE SHEET 1 (MAX. DOOR FRAME WIDTH = 75 -3/8" MAX. DOOR FRAME HEIGHT = 97 -5/8 ") FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOORS OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. 2 N n rn SIDELITE WIDTH MAX. 75 3/8" MAX. SIDELITE WIDTH MAX 2 1/4" MAX. HEAD /SILL CORNERS O C SEE CHART AT LEFT 2 1/2" 2 1/2" r o 4 I I II II II II II II 11 II ,t I1 Ii 'Ii- D.L. OPG. / FRAME WIDTH INACTIVE 25 11/16" D.L. OPG. SEE CHART AT LEFT \ / 25 11/16" D.L. OPG. 72" MAX. DOOR OPNG. WIDTH (OXXO) / D.L OPG. Engr. ARSHAO 1AOAR CNIL FLA. PE • 38863 CLAN. 3538 MAY 0 6 2009 PRODUCT RENEWED as complying with the Florida ltt Code 0 Enpitatica Date Miami _ Product Control D iialon i0 m W J ,Z ti O 9 I: N re 0. Ili 0 O i 0 m: 0 a ✓ G M Odaa 8 o 'er' °1 Q W LL E W y O lit - u1 f jams i { FAX. (305) 592 -2184 { 0 O C 0 a U W a REV. PER BCCO COMMENTS 4, 0 a 0 0 m 0 0 0 0 a 0 0 0 m V 0 r 0 0 a 0 o c V drawing no. W04 -37 sheet 3 of 10 LOCK OPTIONS SINGLE DOORS: OPTION 11; 3 POINT LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT HANDLE AT 36° FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. OPTION /2; 3 POINT LOCK SYSTEM BY 'HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK OPTIONS DOUBLE DOORS; OPTION / 1 • ACTIVE LEAF; 3 POINT LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY 'AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM OPTION A2• ACTIVE LEAF. 3 POINT LOCK SYSTEM BY ' HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF 2 POINT LOCK SYSTEM BY ' HOPPE' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM 1/8" HEAT STREN'0. GLASS .090° INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREW D. GLASS z 2 SILICONE DOW CORNING 795 DOW CORNING 995 GLASS TYPE 'A' 5/32" TEMP. GLASS 1/4° AIR SPACE 1/8° HEAT STREW!). GLASS .090" INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 0 X \ W / GLAZING DETAIL AT DOOR LEAF GLASS TYPE 'B' GLAZING OPTION Engr. ARSHAD CML FLA. PE / 38883 CAN. 3538 VICAR MAY 0 6 2009 GLAZING DETAIL AT SIDELITE PRODUCE RENEWED as osreplying with the Florida Bs8zI Code A.•-xplence No0 Ezpiw..t.mm Date By Product-- Control - Division lift9T1 � 0 J Z O i W O • ', IE o 6 W O O 46-E t O gl Q • us i O J oc( e. Q aigf FAX. (305) 592 -2184 C 0 n `v a� 0 0 Q JQ� .0 LL 0 0 0 0 m C 107.09.08 0 105.05.09 II tit drawing no. W04 -37 (sheet 4 of 10 C > (sheet 5 of 10) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • �s s EXTERIOR v 1/2* MIN. THROW BOLT PENETRATION v es Vp v TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING - I TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. HILT, KWIK -CON II (Fu =163 KSI. Fy =157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1 /2° MIN. WOOD PENETRATION THRU 1 BY WOOD BUCKS INTO MASONRY OR CONC. 1- t /4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONCRETE 1 -1 /2" MIN. EMBED INTO CONCRETE 1/4'' DIA. TEKS OR SELF DRILUNG SCREWS (GRADE 5 CRS) 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1 /2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 PSI MIN. MASONRY f'm = 1500 PSI MIN. SEALANTS: ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH WHITE/ALUM COLORED SILICONE. Engr AR54.40 MOAN FLA PE 38863 C.A.N. 3538 MAY 0 6 2009 PRODUCT RENEWED as oomr. yang with the Florida 8utidieg Code a Ageocean By Miami Product Divsa z F O W 0 a ocat • m9 O el LOP 4 �jO�d J Q !Ai g C) z c C 0 V C 0 U z 2 REV. PER BCCO COMMENTS ENGR. NNE REV. .0 d O 0 0 0 S v 0 B 0 B 0 0 0 m U a drawing no. W04 -37 TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE TYPICAL ANCHORS SEE E. FOR - {-ACING D.L. OPG. WOOD .9 OOD STRUCTU LOCKS SEE SHEET 4 FOR DESCRIPTION EXTERIOR 1/2" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCKS SEE SHEET 4 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING INACTIVE ACTIVE METAL STRUCTURE D.L. OPG. 1BY WOOD BUCK EXTERIOR 1/2" MAX. SHIM FRAME WIDTH 1 /4" MAX. SHIM MAY 0 6 2009 drawing no. W04 -37 Di••+�:,n sheet 6 of 10 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING •► O • •• a� ci O (O /X) (O /XX) #14 X 1" SELF DRILLING SCREWS AT 4• FROM ENDS AND 12. O.C. MAX. • • ` 4 • • a• • e d 1/2• MAX. GAP D.L. OPG. TRANSOM WIDTH EXTERIOR Engr. ARSNAO VICAR OWL FLA. PE // 38883 C..& N. 3538 MAY 0 6 200e SERIES R045 FAX. (305) 592 -2184 C N C 0 N O C a r_ O1 N a .0 m 0 f O 0 O 0 a O 0 O O 0 0 C m V O vr 0 CA 0 L 0 • CO ii i drawing no. W04 -37 sheet 7 of 10 f ) sheet 8 of 10) 2 SIDELITE FRAME HEIGHT 2 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • ,. e e TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING l/r MAX. SHIM D.L. OPG. 1 /8' MAX. SIDEUTE WIDTH EXTERIOR D.L. OPG. LEAF MOTH DOOR FRAME WIDTH (DOOR W/ SIDEUTE) Engr: ARSHAD YIQAR CIVIL RA PE # 38863 C.A.N. 3538 iIJY 06 2009 PRODUCT RENEWED as complying with the Floods Building Acceptance "" Code - 0630.0 Expiation Date N,iantl Div?sinn Product Control 14 FAX. (305) 592 -2184 a' REV. PER EICCO COMMENTS i C 0 1. N 0 a pO. 0 Y 0 8 0 0 0 v a 0 U 0 r—. ) drawing no. W04 -37 • 4.000 gem V M 04 -37RC � ITEM # NUMBER REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 3.770 125 3.750 .100 El RD45 -023 1 FRAME HEAD 6005 -T5 3.00d •090 2.125 E2 RD45 -024 1 FRAME SILL 6063 -T6 - AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE:- MIAMI, FLORIDA 33174 TEL. (305) 204 -81.00 FAX. (305) 202 -8978 - - - COMP—ANL\WC 1.625 2.125 1 E3 RD45 -022 2 FRAME JAMB 6063 -T6 - 1.813 938 E4 RD45 -004 1 /LEAF TOP RAIL 6063 -T6 - TYP. ES RD45 -021 1/ LEAF BOTTOM RAIL 6063 -T6 090 TV. E6 RD45 -006 2/ LEAF HINGE STILE /INACTIVE LEAF LOCK STILE 6005 -T5 - Ix = 2.610 Sx = Et a TRANSOM .687 Ix = 1.988 IN \a Sx 0.873 IN\3 SIDELITE JAMB HEAD /SILL E7 R045 -002 2 VERTICAL JAMB STOP 6063 -T6 IN \4 1.875 1.363 IN \3 DOOR HEAD ___PPY -I SIDEUTE 131) - .572 HEAD /SILL TRANSOM JAMB E8 RD45 -010 AS REOD. GLAZING BEAD (LAN. INSUI.. GLASS) 6063 -T6 - E9 RD45 -007 AS REOD. GLAZING BEAD (LAM. GLASS) 6063 -T6 - E10 RD45-017A AS REOD. LOCK STILE ACTIVE LEAF 6005 -T5 El 1 RD45 -014 AS READ. SIDELITE HEAD /SI L, TRANSOM JAMB 6005 -T5 - 1.812 4.209 E12 RD45 -015 AS REOD. JAMB AT SIDE LITE. HEAD /SILL AT TRANSOM 6063 -T6 - 1.688 E13 RD45 -016 AS REOD. SNAP COVER - - .100 115 1 470 1.250 E19 RD45 -029 AS REOD. INTERIOR SNAP COVER - - E20 RD45 -030 AS READ. ANCHOR CLIP, 8" LONG 6063 -T6 - 1 750 N1 RD45 -M01 4/ LEAF HINGE ASSEMBLY 6005 -T5 - Et 0.0 2.025 SNAP COVER M3 RD45 -M03 AS REQD. FLUSH BOLT AT 3 POINT LOCK - - 4.000 2.115 2.187 2.262 IN \a 1.024 IN\3 M14 W31384NK AS READ. WEATHERSTRIPPING - RD45 ALUM ENTRANCE DOOR (Ain R.C. ALUMINUM INDUSTRIES INC. 2805 N.W. 75 TH AVE. MIAMI, FL. 33122 TEL. (305) 592 -1515 FAX. (305) 592 -2184 •156 M20 - 3/16" x 1/2" x 4" SETTING BLOCK. - 6' FROM EACH END M21 1 /2" x 3/4" x 4' SETTING BLOCK. 6" FROM EACH END & MIDSPAN E6 4.125 HINGE STILE INACTIVE LOCK STILE M24 RD45 -M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005 -T5 184 L1.687 Ix FRAME JAMB Sx -ij 156 = = M25 W31421 NK AS REQD. WEARHERSTRIPPING - - vi 0375T270 DOOR W'STRIPPING FOAM 0 -ION 1.246 .875 V2 V -059 OFFSET BULB VINYL WSTP. PVC 4.209 .100 V4 V -009 WSTRIPPING BULB S'TRIPPING PVC WIBORG, WV -3289 GLAZING E8 (LAM. INSUL. BEAD GLASS V5 V -065 PEROXIDE THREAD-IN FINGER TRENCO -*•-1 75d-1 1.750 52 AS REOD. 03/8"- 16 X 2" LG. FULL THREAD HX.HD.. - 1 PER CONER 53 4/ HINGE #12 - 24 X 3/4° LG. PHIL F.H. MACHINE SCREW ST /ST HINGE INSTALLATION SCREWS 4.000 1�'° !�j I AS REOD. #12 X 1 -1/4" LG. PHIL. SMS. ST /ST ASSEMBLY FASTENERS .552 _ d SEE SHEET 4 FOR LOCKS OPTIONS AND DESCRIPTION 4.125 a 3.t25 Et ACTIVE LEAF LOCK STILE nr 1.246 .875 c c a 0 es v NO CHANGE THIS SHEET GENERAL REVISION REV. PER 9CCO COMMENTS ENGR. NAME REV. I 1 - -.562 GLAZING E9 (LAM. GLASS) BEAD I -.-I t=- -.562 Ea TOP RAIL 7.750 ( r-1.87d� .100 6.875 1.875 ? .860 12.995 2 Et INTERIOR SNAP COVER .875 .070 1.375 yS�o $'• 0'00 = S 8 .188 jo oam0o ,c 3.750 E2 FRAME SILL c dole: 05-09-04 , (scale: 3/8" 4 1" g 1 �° .k Engr :..RSHAD WQAR P.A. FE 38863 C.A.K. 3538 MAY 0 6 2009 PRODUCT RENEWED as Complying with the Florida Acceptance No 0630.22 .062 1.844 3.570 .542 447 1=-. l 1.750J ES BOTTOM RAIL ��`e/, EtQtittiaaDate1"�'1 Divine 156 E2 ANCHOR CUP drawing no. W04 -37 II .625 - .1 E7 VERT. JAMB STOP (sheet 9 of 10) , ti, w § tt,-• -9 i,..:1,,,, n Ilk , . \ CI z \ rn �+ \s x, ______ - ■ • lir \ WIN lir \ . s , \ \ 'iif, \ ‘9 \ \ ‘p ‘,.,-- • 0 ,=7--‘,„ ---,7 \ \ _. • Alir \ —_.8 t� I . s, \._. ,, \ . —0 v \ \ CO . \\ o 3 \ c--) AMMENNWA Z ) Z xi 111111111111111111111111M \ 1% it, — _ — — - 44— .1,, ■ e 'V'E.--? \ -r1 - .k4 11111111111111,11.1117 Is C x CD z 9.1 g c": P --. _ Allialtal AMIIIIMINI1211104, �, \‘,- 0 Iiike Wgit i 1-4 ; A ,..515 _,.:1 wa . -.4 . ▪ cf. (date: 05 -09 -04 1" (revisions: YISERIES RD45 ALUM ENTRANCE DOOR (L.M.L) ]^ AL- FAROOQ CORPORATION :i,ii T0 l no date by description ENGINEERS & PRODUCT DEVELOPMENT O E. (scow: 3/8• . r J A 07.09.04 NO CHANGE THIS SHEET R.C. ALUMINUM INDUSTRIES INC. 1235 s.w. s7 AVE f c •P (dr. 9 05.14.08 GENERAL REVISION 2805 N.W. 75 TH AVE. MIAMI, FLORIDA 33174 C a I dr. by: HAMID ) C 07.09.08 NO CHANGE THIS SHEET , EL (305) 264$100 FAX. (306) 262 -6978 W l 0 05.05.09 ENGR. NAME REV. MIAMI FL. 33122 o .,I P (ebb. by: ) - TEL. (305) 592 -1515 FAX. (305) 592 -2184 v( • COMP- ANL \W04 -37RC) DOOR TOP CORNER TRANSOM TOP /BOTTOM CORNER DOOR BOTTOM CORNER SIDELITE TOP /BOTTOM CORNER LEAF TOP CORNER LEAF BOTTOM CORNER MAY 0 6 2009 IVIksai D et Conan drawing no. W04 -37 (sheet 10 of 10) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) General bapact Glass & Windows, Corp. 290 West 78th Road Hialeak, FL 33014 SCOPE: ors e use of construction This NOA is being issued. under the applicable rules and regulati governing v County Product Control materials. The documentation submitted. has been reviewed by Miami-Dade ed in Miami Dade County and Division and accepted by the Board of Rules and Appeals (BORA) to be other areas where allowed by the Authority Having Jurisdiction (AHT)• This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (m 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 accepted manner, the manufacturer will incur the expense of such testing and the AHJ fails immediately perform in the accep or material within their jurisdiction. may immediately revoke, modify, or suspend the use of such product by Miami-Dade within County jurisdiction product BORA reserves the right to revoke this acceptance, if it is determined y or material fails to meet the of the applicable building code. This product Control Division approved sion that as dthis product and has been designed to comply with the Florida Building e.bed herein, Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "20000 ugh Impact" Aluminum Single Hung Window — L.M.L APPROVAL DOCUMENT: Drawing No. 07 -307, titled "Series 20000 High Impact w — Large Missile Impact Resistant", sheets 1 through 9 of 9, dated 12/19/07, prepared by Tilteco, Inc., signed and sealed by Walter A Tillit, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Accepian pP ce number and approval date by the Miami Dade County Product Control Division. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, suiTh. 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miarcticiade.gov/buildingeode MISSILE IMPACT RA'T'ING: Large and Small Missile Impart Resistant LABELING: Each unit Rha11 bear a permanent label with the manufacturer's name or logo, city, state 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 TERADNATION 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 •' _ � �� r . lid. If any portion of the NOA is displayed, then it shall be done in its en INSPECTION: A copy of this entire NO - • p • e user by the manufacturer or its distributors and shall be available for • the request of the Building Official. T page 1 and evi • �"� • + �$ w .: • • his NOA consists of this pug royal document mentioned above. �,� The submitted documentation was revie NOA No. 09- 0319.08', Expiration Date: May 27, 2014 Approval Date: May 27, 2009 1o1 9° 1e' Page 1 General Impact Glass & Windows. Corp. NOTICE OF ACCEPTANCE: EVIDENCE SIJBM [1TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 07 -307, Sheets 1 through 9 of 9, titled "Series 20000 High Impact Single Hung Window — Large Missile Impact Resistant", dated 12/19/07, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static-Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced. Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked-up drawings and installation diagram . of 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, signad and sealed by Michael R. Wenzel, P.E. 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, P.E. Complies with ASTM E1300 -98/02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours &2Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring 2. Notice of Acceptance No. 05- 1208.02 issued to E1. DuPont DeNemours & Co., Inc. for their "DuPont Butaeite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS signed and sealed by Walter A. 1. Statement letter of conformance, dated March 2, 2009, sign Y Tillit, P.E. 2. Statement letter of no financial interest, dated March 2, 2009, signed and sealed by Walter A. Tillit, P.E. G. OTHER 1. None. E -1 Manuel Per Product Control ' er NOA No. ' '19.08 Expiration Date: May 27, 2014 Approval Date: May 27, 2009 GENERAL NOTES: 1. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS It j USED IN THEIR ANALYSIS. FASTENERS SPACING IN WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. THIS WINDOW'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY REPORT # 5807 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. j _.. ,1 u ! _ ► U T SHEET 4 (SCHEDULE #1). 3. ,__S 0 .� G. RESISTANT WILL NOT REQUIRE A HURRICANE PROTEQTION DEVICE. R I1+ u 5. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT SHALL COMPLY WITH SECTIONS 2411.5.1 & 2411.5.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy= 25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G = 0.55. 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO EXISTING POURED CONCRETE: (MIN. #'c = 3192 psi), MIN. EDGE DISTANCE (E.D.) = 2 1/2". — 1/4 "O TAPCO ANCHOR W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW /BUILDEX, INC. (COMPONENT 22 ), THRU 1" P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE (E.D.) = 2 1/2 ". - 1/4 "0 TAPCON ANCHOR W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW /BUILDEX, INC. (COMPONENT @). THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2xP.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1". — 1/4 "0 -14 TEK SCREW ANCHORS W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITW /BUILDEX, INC. (COMPONENT ). (D) TO EXISTING MIN. 1/8" THICK ALUMINUM TUBE (6063 —T5 ALLOY) MIN. EDGE DISTANCE (E.D.) = 1/2 ". — 1/4 "0 -14 TEK SCREW, AS MANUFACTURED BY ITW /BUILDEX, INC. (COMPONENT 23 ). (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A -500, A -653 OR A -36) MIN. EDGE DISTANCE (E.D.) = 1/2 ". — 1/4 "0 -14 TEK SCREW, AS MANUFACTURED BY ITW /BUILDEX, INC. (COMPONENT 23 ). 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.). 11. REMAINING COMPONENTS FOR THIS ALUMINUM SINGLE HUNG WINDOW SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS, SHEET 3 OF THIS DRAWING. 12. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT MANUFACTURER'S LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS. CORP. HIALEAH, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 13. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) @2007 TILTECO INC. /17iiNC.\ TILLIT TES11NO & ENGINEERING COMPANY WM 38tH. St.. Ste. 30S. V0571111A CAROMS. Fl 33188 Phone : (303871 -1330 Fax • (309)8 71 -1531 Hpp (2 "1 L I I a -map: tltecoecol.ccm EB- 0008719 WALTER A. 11LUT Jr.. P.E. FLORIDA Uc. 44167 P.E SEALJSIGNATUREIDATE SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: 290 WEST 78 ROAD HIALEAH. FL. 33014 PHONE: (305) 558 -8103 FAX: (308) 558 -8888 www.generalimixtatcom Ed. NO DATE ro DATE 12/19/07 DATE 07 - 307 DRAWING No 3 SHEET 1 OF 9 1 1' 082" `(Tyµ) 25' .137- .126° .062 15" 020' IMAMS Off xmz OP. ' .na :712 ---- .082 J iau x .812 OR .83' 0978. .838' .488' FRAME HEAD, SCALE 1" = 1° 6063 -T6 ALLOY & TEMPER 1.291' 8.020' .09? :833* .272' 148• (5) .082' (Tyµ) .842' REF R.031- (4) .500' 2.000" • 99.1 .158' .125' L015" 8.020' a' 0 412 DP. .25.JI R. FULL -••• 1+.082• ® VENT TOP RAIL SCALE 1" = 1° 6063 -T6 ALLOY & TEMPER GLAZING AD FOR 7/16" GLASS SCALE 1° = 1° 6063 -T6 ALLOY & TEMPER .9'2 031• .158' .249' 3-• 082" 020' .189' REF. 980 22 x .012 M -.148' -.078' 1.136" .08r- 2.378 .' -.713 (4) . 3.801' 1.438• .938' .272' 2® FRAME SILL SCALE 1° = 1" 6063 -T8 ALLOY & TEMPER Fes" .590" REF. r.187' 24• -.470" .082' .062' 097' .081•. J3 3° 0.180' • 2.000• .582• REF: H.D. VENT TOP RAIL SCALE 1" = 1° 6063 -T6 ALLOY & TEMPER .079' .766' 149• ■ A 8.031" - 425° 13' .078' it .062' .100" 15" 09 VENT LATCH, SCALE 1" = 1° 6063 -T6 ALLOY & TEMPER :so0• r.082" • 1.343" ALUM. INS _RT BAR SCALE 1" = 1° 6063 -T6 ALLOY & TEMPER © SASH CAM SCALE 1/2" = 1° 6063 -T6 ALLOY & TEMPER .082 "J - -1.222' .172 2.187' .070" .094" 03 FRAME JAMB SCALE 1° = 1" 6063 -T6 ALLOY & TEMPER .082" ® FIXED MTG. RAIL SCALE 1° = 1" 6063 -T6 ALLOY & TEMPER © VENT BOTTOM RAIL SCALE 1° = 1" 6063 -T6 ALLOY & TEMPER ® COLONIAL MUNTI SCALE 1° = 1° 6063 -T5 ALLOY & TEMPER U7 VENT SIDE RAIL SCALE 1° = 1° 6063 -T6 ALLOY & TEMPER COMPONENTS © ALUM. INSERT BAR SCALE 1" = 1° 6063 -T6 ALLOY & TEMPER ® GLAZING BEAD FOR _5/16„ GLASS SCALE 1" = 1° 6063 -T6 ALLOY & TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone) App4aw0J SS ee- 1plyieg with the Florida Dom.•_ 0r N4# . LC4.1411R +7z MIAMI -DADE COU APR 21 20D9 P.E. SEAL/SIGNATURE/DATE ® 2007 78.1600 INC. / IL E C O INN:. \ TiLLET TESTING e1 ENGINEERING COMPANY 6355 N.w. 319h. St. Ste. 305. ,AROINIA GARDENS. n 33186 P110= : (308)871 -1530 . Fax : (' 5)971 -1931 e-mail: Uleco®aaL.com E8- 0008719 WALTER A. TR.UT Jr. P.E. FLORIDA Lic. 44187 SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT BRAE 1=' 290 WEST 78 ROAD HIA EAH. FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8885 www.gereratimpact.com DRAWN BY: LA. /F.P./H.C.V. 12/19/07 DATE ?XI. a 1 062280111011 BAIL 0*V. its a 07 - 307 DRAWING No 2 4 SHEET 2 OF 9 278' 75" 11 xie" $ •, atri 1.122` 285• - -,082• .470• ' -1 .0621 , J\45 .303' r 070' .081"-- . r 1.825' -• .8x 1.1 .137• .825' .12W 1 .082'• -- - ,., + F.097" R FULL 1 � .38S' ALUM. INS _RT BAR SCALE 1" = 1° 6063 -T6 ALLOY & TEMPER © SASH CAM SCALE 1/2" = 1° 6063 -T6 ALLOY & TEMPER .082 "J - -1.222' .172 2.187' .070" .094" 03 FRAME JAMB SCALE 1° = 1" 6063 -T6 ALLOY & TEMPER .082" ® FIXED MTG. RAIL SCALE 1° = 1" 6063 -T6 ALLOY & TEMPER © VENT BOTTOM RAIL SCALE 1° = 1" 6063 -T6 ALLOY & TEMPER ® COLONIAL MUNTI SCALE 1° = 1° 6063 -T5 ALLOY & TEMPER U7 VENT SIDE RAIL SCALE 1° = 1° 6063 -T6 ALLOY & TEMPER COMPONENTS © ALUM. INSERT BAR SCALE 1" = 1° 6063 -T6 ALLOY & TEMPER ® GLAZING BEAD FOR _5/16„ GLASS SCALE 1" = 1° 6063 -T6 ALLOY & TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone) App4aw0J SS ee- 1plyieg with the Florida Dom.•_ 0r N4# . LC4.1411R +7z MIAMI -DADE COU APR 21 20D9 P.E. SEAL/SIGNATURE/DATE ® 2007 78.1600 INC. / IL E C O INN:. \ TiLLET TESTING e1 ENGINEERING COMPANY 6355 N.w. 319h. St. Ste. 305. ,AROINIA GARDENS. n 33186 P110= : (308)871 -1530 . Fax : (' 5)971 -1931 e-mail: Uleco®aaL.com E8- 0008719 WALTER A. TR.UT Jr. P.E. FLORIDA Lic. 44187 SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT BRAE 1=' 290 WEST 78 ROAD HIA EAH. FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8885 www.gereratimpact.com DRAWN BY: LA. /F.P./H.C.V. 12/19/07 DATE ?XI. a 1 062280111011 BAIL 0*V. its a 07 - 307 DRAWING No 2 4 SHEET 2 OF 9 BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL ® FRAME HEAD 8063 —T6 FRAME SILL 6063—T6 3 FRAME JAMB 6083 —T6 ® FIXED MEETING RAIL 6063 —T6 4I ALUMINUM INSERT BAR FOR ® 6063 —T6 ® VENT TOP RAIL 6063 —T6 H.D VENT TOP RAIL 6063 —T5 2 ALUMINUM INSERT BAR FOR ® 80633 —T6 ® VENT BOTTOM RAIL 6053—T6 O VENT SIDE RAIL 6063 —T6 ® GLAZING BEAD FOR 5/16° GLASS 6063 —T6 CO GLAZING BEAD FOR 7/16° GLASS 6063 —T6 Q VENT LATCH ID 6° FROM ENDS 6063 —T6 LATCH SPRING ST. STEEL 11 GLAZING BULB VINYL NEOPRENE 13 FRAME & VENT ASSEMBLY SCREWS, (20) #8 x 1° PH SMS ST. STEEL CO SASH CAM 6063 —T6 WEATHER STRIPPING — SVENT 1 FRAME SILL WEATHER STRIPPING — 16 BLOCK & TACKLE BALANCE Q BUMPON SPACER, 1/4° DIAMETER HALF SPHERE, CLEAR. 3" FROM CORNERS MAX. AND 12" O.C. (MAX.), AT MID —GLASS BITE ELEVATION, BY FRANK LOWE RUBBEL AND GASKET FLB -28, CLEAR. SIUCONE 18 SASH STOP — 1C GLASS, 0.326° OVERALL LAMINATED GLASS WITH (1) 1/8" HEAT STRENGTHENED GLASS + A 0.090° INNER LAYER FILM DUPONT BUTACTE PVB, INTERLAYER BY El DUPONT OE NEMOURS, W/ NOA 05- 1208.02 + (1) 1/8" HEAT STRENGTHENED GLASS — ® GLASS, 0.444° OVERALL LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS + A 0.090" INNER LAYER FILM DUPONT BUTACITE PVB, INTERLAYER BY El DUPONT OE NEMOURS, W/ NOA 05- 1208.02 + (1) 3/16° HEAT STRENGTHENED GLASS — 9 ® GLASS, 0.444° OVERALL LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS + A 0.090° INNER LAYER FILM SENTRY GLASS PLUS, INTERLAYER BY El DUPONT DE NEMOURS, W/ NOA 07- 1116.04 + (1) 3/16" HEAT STRENGTHENED GLASS — © DOW CORNING 795 S SUU T SEALANT, FIXED PANEL FRAME. FRAME ALL AROUND (EXTERIOR AND INTERIOR), FRAME CORNERS AND VENT CORNERS. SIUCONE @2 ANCHORS, 1/4 °14 TAPCON ANCHOR BY ITW BUILDEX, INC. STEEL ® ANCHORS, 1/4 °0 -14 TEK SCREW BY ITN BUILDEX, INC TO WOOD BUCK, ALUMNUM TUBE OR STEEL MEMBER. STEEL 8 COLONIAL MUNTIN (OPTIONAL) 6063 —T5 © (4) N NYLON GUIDES LOCATED PH EMT VENT JAMB STILES AT 4 1/4° AND 35° FROM BOTTOM USIG NYLON ® (2) NYLON GUIDES LOCATED AT EACH END OF VENT MEETING RAIL USING (2) #8 X 1° PH SMS. NYLON SEE EDULE #1 ON SHEET 4) SEE HEDULE l ON SHEET 4) SEE HEDULE #1 ON SHEET 4) (SEE SCHEDULE #1 ON SHEET 4) EXISTING STRUCTURE (SEE SCHU ON SHEETED4)LE2 SC or SCHEU #2 ON SHEET 4) GLAZING DETAIL FOR (f SCALE N.T.S. (SEE SCHEDULE #1 ON SHEET 4) to 0 EXISTING STRUCTURE (SEE SCHEDULE #2 ON VE SCHEPLE #2 ON SHEET 4) GLAZING DETAIL FOR fa SCALE: N.T.S. 15.a:T.:trt:'':.i :si t azEvI 'E'.d f midi lh Det, • e e APR-2 -1 .._2008_... P.$ SEAL/SIGNATURFJDATE 02007 ALTECO INC. /1itiNC.\ TILLIT TESTING & ENGINEERING COMPANY 6388 N.W. Nth. 5t., Sta. 305, VIRGINIA OAS, Fl 33168 Phone : (308)871 -1870 . Fm:: (308)871-1831 e —mail: tiltecoOaol.com ES- 0008719 WALTER A. TILUT Jr., P.E. FLORIDA Lk. 44167 (SEE SCHEDULE #1 ON SHEET 4) 2 to EXISTING STRUCTURE (S ON 8H CH ULLE #2 VI� r� SCHEDULE 92 ON SHEET 4) GLAZING DETAIL FOR SCALE: N.TS. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: I.A. /F.P. /M.C.V. .. .. NMI IIIII �. .. IMPACT .so 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: 305 558 -6665 www.genera mpact.cmn 12/19/07 DATE REV. NO /ONEON a? aA?Q,D WW1 o4/21/66 ONGCNOMON DeZ KY. No DATE 07 - 307 DRAWING No 4 SHEET 3 OF 9 ax. °S° = ANCHOR SPACING (SEE SCHEDULE #2) OR AS APPUCABLE Max. --SLOT AT �2.187" � FROM ENDS. TYPICAL EXTERIOR ELEVATION (OX). SCALE: N.T.S. * NOTE ht AND h2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT h1 + h2 DOES NOT EXCEED MAXIMUM FRAME HEIGHT INDICATED ON SCHEDULE #1. ADDRIONALLY, DAYUGHT OPENINGS CREATED BY h1 AND h2 SHALL BE SUCH THAT MAXIMUM DAYUGHT OPENINGS "a" AND "c" INDICATED ON SCHEDULE #1 ARE NOT EXCEEDED. SINGLE HUNG WINDOW SCHEDULE #1 WINDOW CASE # A/5 4° Max.°) I SURFACE APPUED. 000LONIAL MUNTINS (OPTIONAL) 4. I I Max. MOWN FRAME WIDTH In 5, i MAXIMUM D.LO. a MAXIMUM D.LO. "b" I " it MAXIMUM D.LO. d ea MEETING REQUIRED RAIL (SEE SHEET 5) /' /.. II_ It ��_ /// II H C +80.0, —80.0 psf e D/6 I I I 53 1/8" 74 1 /e II II _ —II= = = I II B/J OR /5 °d° 1/4" D/6 SEE DETAILS 1 THRU 4 & SCHEDULE #2 3/8" 33 D.LO. 47 1/4" ® +- a_; ®+ o UNREINFORCED II +90.0, —90.0 psf 13.5 psf 53 1/8" 74 1/4" 33 E/7 °S° =ANCHOR SPACING (SEE SCHEDULE #2) t� 47 • 33 5/8° 47 1/4" E/7 ® OR �4 i/�-'� ) AS APPUCABLE s 2 L it II I I o I I X I I //' C/5 _ /j j. II �I . /j/ "b° III +100.0, —100.0 psf MAX. D.LO. 44" 74 1/4" 33 1/4" 38 1/8" 33 5/8° ax. °S° = ANCHOR SPACING (SEE SCHEDULE #2) OR AS APPUCABLE Max. --SLOT AT �2.187" � FROM ENDS. TYPICAL EXTERIOR ELEVATION (OX). SCALE: N.T.S. * NOTE ht AND h2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT h1 + h2 DOES NOT EXCEED MAXIMUM FRAME HEIGHT INDICATED ON SCHEDULE #1. ADDRIONALLY, DAYUGHT OPENINGS CREATED BY h1 AND h2 SHALL BE SUCH THAT MAXIMUM DAYUGHT OPENINGS "a" AND "c" INDICATED ON SCHEDULE #1 ARE NOT EXCEEDED. SINGLE HUNG WINDOW SCHEDULE #1 WINDOW CASE # MAXIMUM DESIGN LOAD MAXI MO WATER pRe3suiE MOWN FRAME WIDTH MAXIMUM FRAME HEIGHT MAXIMUM D.LO. a MAXIMUM D.LO. "b" MAXIMUM D.LO. c MAXIMUM D.LO. d GLAZING OPTIONS (SEE SHEET 3) MEETING REQUIRED RAIL (SEE SHEET 5) I +80.0, —80.0 psf 12.0 psi 53 1/8" 74 1 /e 33 1/4" 47 3/8" 33 5/8" 47 1/4" ® +- a_; ®+ o UNREINFORCED II +90.0, —90.0 psf 13.5 psf 53 1/8" 74 1/4" 33 1/4" 47 3/8" 33 5/8° 47 1/4" ® + ® W /45+ sl W/A REINFORCED III +100.0, —100.0 psf 15.0 psf 44" 74 1/4" 33 1/4" 38 1/8" 33 5/8° 38° O + ®kp QW W REINFORCED IV +120.0, —150.0 psf 18.0 psf 53 1/8" 74 1/4' 33 1/4° 47 3/8" 33 3/8" 47 1/4' ® + ® %%44+ REINFORCED MAXIMUM ANCHOR SPACING SCHEDULE #2 SUBSTRATE ANCHOR TYPE DESIGN LOAD (Psf) HEAD/ SILL JAMBS t oNa:NOWION OF ANCHORS O M ING RA_ CONCRETE 1/4 "0 ITW/ BUILDEX TAP ON ANCHOR 22 80 OR LESS 13" o.c. 13" o.c. SEE DETAIL 2 (3 ANCHORS) >80 TO 100 10 1/2' o.c. 10 1/2" o.c. SE (SAIL 3 (4 ANCHORS) >100 TO 150 7" o.c. 7" o.c. SEE DETAIL 4 (5 ANTS) BLOCK 1/4"0 MN/ BUILDEX TAP ON ANCHOR 22 80 OR LESS 13" o.c. 13" o.c. SEE DETAIL 2 (3 ANCHORS) >80 TO 100 10 1/2" o.c. 10 1/2" 0.C. SAIL 3 (4 ANCHORS) >100 TO 150 7" o.c. 7" 0.C. SEE DETAIL 4 (5 ANCHORS) WOOD 1/4 "0 -14 ITW/ BUILDEX TFK SCREW 80 OR LESS 15 1/2" o.c. 13" o.c. SEE DETAIL 2 (3 ANCHORS) >80 TO 100 12 1/2" o.c. 12 1/2" o.c. SEE DETAIL 2 (3 ANCHORS) >100 TO 150 8 1/2" o.c. 8 1/2" o.c. SEE DETAIL 4 (5 ANDS) ALUMNA 1UBE OR STEEL MEMBER 1 /4 "0 -14 ITW/ BUILDEX K SCREW 2 80 OR LESS 18 1/2" o.c. 13" c.c. SEE DETAIL 1 (2 ) >80 TO 100 14 1/2" 0.C. 13" o.c. SEE DETAIL 2 (3 APICHOS) >100 TO 150 9 1/2" o.c. 9 1/2" o.c. SEE DETAIL 3 (4 ANCHORS) DETAIL 1 2 ANCHORS DETAIL 2 3 ANCHORS OR 2�3 AS APPUCABLE ir DETAIL 3 DETAIL 4 4 ANCHORS 5 ANCHORS REQUIREMENTS FOR ANCHORS CONCENTRATION AT ENDS OF MEETING RAILS SCALE: N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) p;)70ying with the ID4. = 62007 TILTECO INC. /miMc.\ TILUT TESTING & ENGINEERING COMPANY N.N. 38th. St.. Ste. 304 '1RGtN% GARDENS. F1 33188 Phone : (308)871 -1330. Fax : (308)871 -1831 e -mail: thteco@aol.com EB- 0006719 WALTER A. TILLT Jr. P.E. FLORIDA 1.1c. 44157 APR 21 -211119 P.E. SEALISIGNATUREIDATE SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: I.A. /F.P. /M.C.V. 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (30S) 858 -8103 FAX: (305) 858 -6685 www.generalimpacteam 12/19/07 DATE REV. NO DrtfIxOt MTh PIC 5* 07 - 307 DRAWING No SOMME #t 04/at/as a SHEET 4 OF 9 MIN. E.O. SEE NOTE MIN. 2 "x 4" P.T. 9/1 WOOD BUCK SEE Sq-Q E #2 CN SHEET 4 MIN. E.D. EE NO 1 SEE SCHmLLE #2 ON SHEET 4 POURED CONCRETE OR CONCRETE BLOCK REVD. 0.25" MAX. 1 "x P.T. WOOD BUCKS (SEE NOTE 8/1) MIAMI DADE COUNTY APPROVED MULUON (UNDER SEPARATE APPROVAL) MIN. E.D. SEE NOTE 9/1 SEE SCHEME #2 ON SHEET 4 1/8" MINIMUM ALL THICKNESS ALUMINUM ALLOY 6063 -T5 0.25" HI SEE SCHEDULE ON SHEET 4 SECTION A=A SEE ON SHEET 4 SECTION A_A .tou • o c' 731 N Z o OPTIONAL SEE SCHEDULE #1 ON SHEET 4 a SEE SCHEDULE #1 ON SHEET 4 LP ► � �IIaN B—B (N © KONG RAILS OSEE SCHEDl6.E #1 Old SHEET 4 SEE SCHEDULE #1 ON SHEET 4 0 w x W O'TION8L STRUCTURAL SILICONE 1 !o 0 INN ON SHEET 4LE #1 iCZ I►.. 0 III nV ° .t II 11 � =w ;I IIIi ,,6 Iw° - M _I © �„, 1W 0 14I SEE ALE IL 1 s ON SHEET 4 (—VD � �� ©b�ETING RAILS, %SHEET SEEDULE #1 S i i�r'' a 4 8 L,Jig li t }, i� e o 1UI, Mi ai_ J 8 = IIIII411 O ,� SCHEDULE #1 x a N in ;�SHEET 4 WCN� Ill :�l�ll� e il SEE SC O 011„.A, r'ii1�� ON SHEET 4 IV!'" .i 0 SECTION Iii�o - miEFIlw s ®CR T L j:� ;I SE SaEDU.E #1 I al 9 EEI 4 `' 4 SEE SCHEDULE #1 ON SHEET 4 0 t. El [Thafein kiD /!. i t ' !,:1,0 Wil/' L,* Iliii 111 ii 0 SIUCONE CR ®SE SCFECUE #1 ON SHEET 4 e- STRUCTURAL SIUCONE SECTION 0.25° MAX. SHIM 0.25" SE TION A —A (SECTION C —C sim.) SECTION B' —B' INSTALLATION INTO, BEM= ALUMINUM MULLION MEEIING RAILS SCALE: 3/8"=1" AT MEETING RAILS (4 & (A W/ 41 & SAD REINFORCEMENTS 1"x P.T. WOOD BUCKS (SEE NOTE 8/1) MIN. 2 "x 4" P.T. WOOD BUCK MIN. E.D. SEE NOTE 9/1 SEE SO-ECILE #2CN SLEET 4 INSTALLATION INTO WOOD SCALE: 3/4 " =1" POURED CONCRETE OR CONCRETE BLOCK REQ'D. MIN. EE NO 9/1 INSTALLATION INTQ POURED CONCRETE OR CONCRETE BLOCK SCALE: 3/4 " =1" MINA-DADE COUNTY APR 21 2009 P.E. SEAL/SIGNATURE/DATE ® 2007 TILTECO INC. /1TrENC. MIN. E.D. SEE NOTE SEE SCHEDULE #2 ON SHEET 4 STEEL MEMBER BY OTHERS CC•FoRm TO AS.T.M. A-530 A -653 OR A-36 W/ 12 COTE MN II VALE. THICKNESS. 0.25" MAX. SHIM OCR SE SCHEDULE ON SHEET 4 ®CR CR SEE SO -EDJ.E #1 CN SHEET 4 SECTION A —A (SECTION C —C sim.) INSTALLATION INTO STEEL MEMBER SCALE: 3/8 " =1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: TILLIT TESTING & ENGINEERING COMPANY 5388 N.W. Me. St.. Ste. 305, VIROINU GARDENS. PT 33165 Phone : (305)671 -1530 . Fax : (305)871 -1531 e -man: tIlteco®aol.com EB- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA 1k. 44167 .. MI MIN 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 GE1NT 7� , gg (ene li)mpoct.comm oFee CFe�sSo6iesYoa 12/19/07 DATE 07-307 DRAWING No 2 SHEET 5 OF 9 SEE SALE #2 ON STET 4 0.25° MAX. SHIM iviii .►lttad aw Vv (BEYOND) — OR (® + J) OPTIONAL 0 (BEYOND MIN. 2°x 4° P.T. WOOD BUCK STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. SEE SCI-EDU.E #2 ON S-EET 4 © � OR 6. ^� XHEDLIE 1 . ON S-ET 4 ' _ 0 0 0.25° MAX. SHIM OR OR SEE SO�U.E #1 ON %EEr 4 MAX. D.L.O. °d° (SEE SCHEDULE #1 ON SHEET 4) -MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4) 0 0.25" MAX. SHIM 1 ° x P.T. OOD BUCK •- (SEE NOTE 8/1)0 � z_zz �� of #2 « S-EEf 4 ti] f IIll►, kt \;\\ t\ul Onv► 9SI ma.E #1 CN SHEET 4 tp 4 4 .4 4 • • MIN: EMBEQMENT SSE NOTE 9/1. as MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 0.25° MAX. SHIM —®OR (� +�A) OPTIONAL 4. .4 Q 4 a. a• SEE SO EDU.E #2 ON SHEET 4 (BEYOND) ® OR SEE Sd1EDULE #1 ON S- fT 4 OR OR SEE SCI-IE J.E #1 ON S-ET 4 MAX. D.LO. °d° (SEE SCHEDULE #1 ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4) SECTIONS INSTALLATIONS INTO WOOQ. CONCRETE BLOCK SCALE 1/2" = D -D POURED CONCRETE, OR METAL. 1° OR S>_ SOfDIIE #1 fN S-EET 4 \-1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 POURED CONCRETE OR CONCRETE BLOCK WALL REQ.D. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) moms so agsmogitimi • 1v x; • APR 212019 P.E. SEAL/SIGNATURE/DATE 02007 TILTECO INC. /17D.\ nun TESTING & ENGtt ING COMPANY 8388 N.W. 33th. St. Std 309: 1ARGEBA GARDENS. Fl 33168 Phone : (308$71 -1838 . Fax : (3C5 »71 -1531 e -rnae: tltec000I.com EB- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Lic. 44167 SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA. /F.P./ILC.V. IAAP/l f G(ASS 8 MWOVDOWB diie C ,So0adAND 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 858 -8103 FAX: (308)558 -6665 www.genera pactoom 12/19/07 DATE N No IlaSalanoN W. V. en 07 - 307 DRAWING No 8 SHEET 6 OF 9 LLI zz 2w !!W cn MIN. 2"x 4" P.T. WOOD BUCK 1 SEE 9:HEDULE #2 ON S-EET 4 0.25° MAX. SHIM iv 4i) r : :—=r7 MAX. D.L.O. "b" (SEE SCHEDULE #1 ON SHEET 4) OR OR CN S-ET 4 , -- ,Il/ll/jl%/a>!l/ll/ rno iN MIN. BEDM E NOTE STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. SEE 3 - 1LE #2 CN 9fET 4 o OR SEE 9C1-EE iE ON SFEET 4 0.25° MAX. SHIM OPTIONAL 0.25" MAX. SHIM eV) it) ID 1" x P.T. OOD BUCK (SEE NOTE 8/1) o ma1•>1!1•n1 .. 111111W�IrT°� 11 010.1411400,11,:- ©OR MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4) MAX. D.LO. "b" (SEE SCHEDULE #1 ON SHEET 4) SEE Sq-EI1LE #1 ON SHEET 4 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 0.25" MAX. SHIM w� zz 2w SHEET 4 N 4 . Q• MIN: EMBEDMENT SSE NOTE 9/1. 4e .a • • a 4 SEE SC EEl11.E #2 CN SHEET 4 MIN. EMBEDMENT SEE NOTE 9/1 r — =1 111111V-alli -/ �l� 11111111111 c 0 OPTIONAL SEE SAE ON 9ffr 4 SECTIONS INSTALLATIONS INTO WOOD, CONCRETE BLOCK SCALE 1/2" _ E -E POURED CONCRETE, OR METAL. MIN. MBEDMEN- SEE VOTE 9/1 SEE StiEDLLE CN SET 4 . FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6083 -T5 POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. FLORIDA BUILDING CODE (High Veroc ty Hurricane Zone) too 02007 TILIECO INC. IL E C O INC. \ TIL UT TESTING & ENGINEERING COMPANY '-- 8355 N.w. 36th. S9.. Sta. 309, MIRBPM comas, Fl 33188 Phon, : (308)871 -1530. Fax : (305)971 -1831 APR 2 1 200 - e—maIl: UReco®aol.com EH- 0006719 WALTER D. Llc. Jr., P.E. P.E SEAUSIGNATUREIDATE FLORIDA Lim 44167 SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: Oie CrearSorution 290 WEST 78 ROAD HIALEAH, Fl. 33014 PHONE (305) 558 -8103 FAX 305 558-6665 www.genera unpactcom 12/19/07 DATE Y. ossalernou M18 UV. I1° alstaarnoti 07 - 307 DRAWING No 3 s 4 SHEET 7 OF 9 ) #8 x 1" PH SMS 2 (3) #8 X 1" PH SMS - CONT. SIUCONE CONT. SIUCONE (3) #8 X 1 " PH SMS CORNER CONNECTION AT FRAM E HEAD AND SILL SCALE 1/2" = 1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) APR 2 g . 211112------ P.E. SEAIJSI(1NNATUREIDATE ® 2007 1U.TECO Dom. /1iti3N\ TUlfT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305, 1NRGteM GAIPENS. Fl 33166 Phone : (308)871 -1530 . Fax : (304871-11531 e —mail: tiltecoGaol.com ER- 0006719 WALTER A. TILU[ Jr., P.E. FLORIDA Uc. 44167 SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: 290 WEST 78 ROAD HIALEAH. FL. 33014 PHONE 308 858 -8103 FAX 308 558-5685 www.genera pact.com 12/19/07 DATE M. lb oncoonce DM I 11[v. No 01313:1.7®11 07 - 307 DRAWING No SHEET 8 OF 9 (2) #8 X 1" PH SMS ) #8 X 1" PH SMS CORNER CONNECTION AT BOTTOM VENT SCALE 3/4" = 1" ®8007 TILTECO INC. Am-fro/to 6? ;. ;,};;,I,�':'t wIth the Dt to b N /1i[ENC.\ P.E. SEAUSIGNATUREMATE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT nun' TESTING & ENGINEERING COMPANY 3651. sta 305. VIRGINIA GARDENS. A 33168 305071 -1530 . FUN : (305)871 -1531 e -moil: t lteco ®aof.com EB- 0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lio. 44157 M6• •- - IN III DRAWN BY: I.A./F.P./M.C.V. 12/19/07 DATE 07 — 307 DRAWING No SHEET 9 OF 9 (FPI Vt S ei ( I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) General impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: the use of construction This NOA is being issued under the applicable rules and regulations governing Product Control materials. The documentation submitted has been reviewed by Miami —Dade County Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). County Product This NOA shall not be valid after the expiration date stated below. The Miami —Dade Control Division (In 1vFiami --Dade County) and/or the AM (m areas other than Miami—Dade County) yr reserve the right to have this product or material tested for quality assurance purposes. the ater AHJ may immediately in the accepted manner, the manufacturer revoke, modify, or suspend will incur the expense of such testing and mial fails to perform d the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. to comply with the Florida Building This product is approved as described herein, and has been designed Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "18000" Aluminum Horizontal Sliding Window — L 1VLL APPROVAL DOCUMENT: Drawing No. 09 -119, titled "Series 18000 High Impact Horizontal Sliding Window Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 06/23/09 with revision "1" dated 09/21/09, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, P. E., bearing the Miami —Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Division.. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit cha11 bear a permanent label with the manufacturer's name or logo, city, state 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 h, , ,, ,� • ses shall automatically terminate this NOA. Failure to comproduct, ith any section off this �+ termination and removal of NOM. Pry Y y the words Miami—Dade County, Florida, and vertising literature. If any portion of the NOA is ed to the user by the manufacturer or its site at the request of the Building Official and E-2, as well as approval document mentioned 11 l2i/ti �lS MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FIAGLER FLORIDA TSUITE 30 .4563 (305) 375 -2902 FAX (305) 372 -6339 www ,mianmidade.gov/bniildinecode ADVERTISEMENT: The NO followed by the expiration date displayed, then it shall be done INSPECTION: A copy of this distributors and shall be availab This NOA consists of this page above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 09- 0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 Page 1 General Impact Glass & Windows Cora. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. A. DRAWINGS 1. Manufacturer's die drawings and sections. t Horizontal Sliding Window 2. Drawing No 09 -119, titled "Series 18000 High Impact Missile Impact Resistant", sheets 1 through 14 of 14, dated 06/23/09 with revision "1" dated 09/21/09, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loaiiing per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked—up drawings and installation diagram of horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL — 5954, dated July 10, 2009, signed and sealed by Julio E. Gonzalez, P. E. C. CALCULATIONS complying with FBC —2007, 1. Anchor verification calculations and structural analysis, dated 06/23/09, prepared by Tilteco, Inc., signed, sealed and dated 09/22/09 by Walter A. Tillit, P. E. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE (BCCO). 1. : Miami Dade Building Code Compliance Office (B E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.L DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09 -0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11 /10. F. STATEMENTS 1. Statement letter of conformance by Tilteco, Inc., dated July 27, 2009, signed and sealed by Walter A. Tillit, P. E. 2. Statement letter of no financial interest by Tilteco, Inc., dated July 27, 2009, signed and sealed by Walter A. Tillit, P. E. E -1 Jaime D. Gascon, P. Chief, Product Control Division NOA No. 09- 0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Laboratory compliance letter for Test Report No. FTL — 5954, issued by Fenestration Testing Laboratory, Inc., dated July 13, 2009, signed and sealed by Julio E. Goraalez, P. E. G. OTHERS 1. None E -2 Jaime D. Gascon, P. Chief, Product Control Division NOA No. 09- 0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 GENERAL NOTES: 1. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MAY BE INSTAI I FT) AT HIGH VELOCfIY HURRICANE ZONES. (MIAMI DADE /BROWARD COUNTIES) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS lQI USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2005. THIS WINDOW'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY REPORT # 5954 AND AS PER SUBMIII.0 STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA .BUILDING CODE.. 2. MAXIMUM DESIGN PRESSURE RATINGS FOR THESE WINDOWS SHALL BE AS SHOWN ON SHEET 12 ;'.I U C S S H M T WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE. 4. THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT I _a SA PO • OR IR AND AT R MI I TA T T10 1 12 5. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL COMPLY WITH SECTIONS 2411.4.1, 2411.4.2, 2411.5.1 AND 2411.5.2 OF THE FLORIDA BUILDING CODE. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON 5 I t.t.L. AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE WITH G = 0.55, AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2007 EDITION OF THE FLORIDA BUILDING CODE. 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. TO EXISTING POURED CONCRETE: (MIN. f'C = 3192 PSI), MIN. EDGE DISTANCE (E.D.) = 2 1/2 °. — 1/4 "0 TAPCON ANCHORS 1 1/4° MIN. EMBEDMENT, AS MANUFACTURED BY fPN BUILDEX, INC. (COMPONENT (, THRU 1 " P.T. WOOD BUCK. TO EXISTING A.S.T.M.. C -90 CONCRETE BLOCK WALL MIN. EDGE DISTANCE (E.D.) = 2 1/2°. — 1/4°0 TAPCO ANCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT , THRU 1 ° P.T. WOOD BUCK. TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1°. — 1/4°0-14 TEK SCREW W/ 1 1/2° MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT (E) TO EXISTING MIN. YB° THICK ALUMINUM MUWON (6063 —T5 ALLOY), MIN. EDGE DISTANCE (E.D= 1/2 ". 1 /4 "t- 14x3/4 °(MIN.) TEK SCREW, AS MANUFACTURED BY 17W BUILDEX, INC. (COMPONENT ). TO EXISTING MIN. 12 GAGE (0.106°) STEEL MEMBER (ASTM A -500, A -653 OR A -36), MIN. EDGE DISTANCE (ED.) = 1 /2 °. 1/4 "0- 14x3 /4 °(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT ®). 10. PROVIDE 1/4° MAX. LOAD BEARING SHIM SPACE (TYP.). 11. REMAINING COMPONENTS FOR THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. 12. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL IMPACT GLASS AND WINDOWS, CORP. HIALEAH, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 13. (a) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PAD., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS ME CONTRACTOR'S RESPONSIBILITY. (a) THIS PAD. WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (d) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE—PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Hunicar a Zane) Approved is complying with the Fl.. ; Code NO �y --o ex . �3 / Moral Coat By MIAMI -DADE COUNTY P E SEAUSIGNATUREiDATE ® 2009 11L1ECO INC. /1it1ilNC.\ TIWT TESTING a ENGINEERING COMPANY 8885 N.W. 30th. SL. Sta. 305, MGM GARDENS. R 33165 Plum . (308)871 -1830 . Fm : (309)871 -1531 0 —rl c& taszo@ooLcom E8- 0006719 WALTER A. TILUT Jr.. FL FLORIDA Ur.. 44167 SERIES 18000 HIGH IMPACT HORILONTAL'SUDING WINDOW LARGE MISSL.EIMPACT RESISTANT- DRAWN BY: LA./LG./H.0.V. 290: WEST 78 ROAD HAW. FL 33014 PHONE 3055) 558 -8103 FAX: (305) 558 -6865 www.gerieraRmpactcom 2Fe CrearSoficArron 06/23/09 DATE antic ao omit raw Is nae 09 -119 DRAWING No GENERAL s SHEET 1 OF 14 0 -27r 303° 0.470 t 0.06ir- --o 833 _. 122' FIEF- - ---- 1.187' 1.1 er ® FRAME HEAD 6663 —T6 ALLOY & TEMPER 2000' .29C° 0 T75* m • o'' 2.75" 2® FRAME SILL 6063 —T6 ALLOY & TEMPER a t c i - -0.842— ai25° T Ili acst' CD m 6. N 0 02 0 --0.159" 0 D 0.415' © H.D. VENT MEETING- -STILE 6063 —T6- ALLOY- & 2TEMPER 0.050" ® SILL RISER 6063 —T6 ALLOY & TEMPER 0.084= a 0.06^4— -- 0.613" 0.43r �- N 0.437°— 1 2131. ® FRAME JAMB 6063 —T6 ALLOY & TEMPER �4 ALUM. INSERT BAR FOR n 6063 —T6 ALLOY & TEMPER © VENT LATCH 6063 —T6 ALLOY & TEMPER 4" LONG 6 I 0.230' P ® COLONIAL MUNTIN 6063 —T6 ALLOY & TEMPER 0.052" • 156° 2.125 - 0.858 ° — 0.050.- — • O 0.124L- 0.313 CO C O .626° 125" 0.370 i16B6° —1 .13r 125° 13 "— g ALUM. INSE BAR 0 FIXED MEETING 'STILE FOR 6063 —T6 ALLOY- & TEMPER 6063 —T6 ALLOY & TEMPER - 0.105° 5.135" 7� TOP AND BOTTOM RAIL 6063 —T6 ALLOY & TEMPER a No 0 N C COMPONENTS SCALE 3/4 ° =1° A ed cra}+Ch%1ng with 11v NOM E±..2: MIAMI -DADE COUNTY 0.1251 D —0.710" 1.01 = Goo" ® JAMB STILE 6063 —T6 ALLOY & TEMPER m --- 0.837° GLAZING BEAD FOR 7/16" GLASS 6063 —T6 ALLOY & TEMPER P.E. SEAL/SIGNATURE/DATE ® 2000 TILTECO INC. / IL E E O IBC. TIWT TESTING & ENGINEERING COMPANY 5355 P ( S5t. Ste-. 5 . (3 1A 3 31s e-maE faltecoGool.00m E8- 0005719 WALTER A. TILL T Jr., P.E. FLORIDA Lk. 44157 10 SILL TRACK INSERT 6063 —T6 ALLOY & TEMPER FLORIDA BUILDING CODE (High Velocity} nicane Zone) SERIES 18000 HIGH IMPACT ,, ORIZONTAL SLIDING WINDOW' DRawM` e2": LARGE MISSILE &PACT RESISTANT1!��= /M•c•v. 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305 558 -6103 FAX: ((330.)5 558- 6555. www.g�a mpoat.cam 06/23/09 DATE 09 -119 DRAWING No SHEET 2 OF 14 BILL OF MATERIALS ITEM QUANTITY DESCRIPTION — —._ MATERIAL 1 1 _._ FRAME HEAD _6063 —T6 2 1 FRAME SILL 6063 —T6 3 2 FRAME JAMB 6063 —T6 4 COLONIAL MUNTIN (OPTIONAL) 6063 —T6 5 1 VENT FIXED MEETING STILE 6063 —T6 5A 1/ BAR ALUMINUM BAR INSERT FOR Q 6063 —T6 1. 6 1/ VENT H.Q. VENT MEETING STILE 6063 —T6 BA 1/ BAR ALUMINUM BAR INSERT FOR © 6063 —T6 7 2/ VENT TOP AND BOTTOM RAIL 6063 —T6 8 1/ VENT JAMB STILE 6063 —T6 9A ` AS READ. GLAZING BEAD FOR 7/16° GLASS 6063 —T6 10 1 SILL TRACK INSERT 6063 —T6 • 11 AS REQD. SILL RISER 6063 —T6 12 2/ VENT VENT LATCH AT 9 1/2" FROM ENDS, 3" LONG 6063 —T6 13 1J LATCH VENT LATCH SPRING ST. STEEL ' 14 BWMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR. 3" FROM CORNERS MAX. AND 12" 0.C. (MAX.), AT MID —GLASS BITE ELEVATION BY FRANK LOWE RUBBEL AND GASKET FLB -28 CLEAR. SWCONE 15 AS REQD. FRAME/VENT ASSEMBLY SCREWS, #6 x 1" P.H. SINS, CIS -- 16 2/ VENT FRAME SILL SCREWS CONNECTING TO 0 , #8 x 3 1/2" P.H. SMS, CRS -- 17 AS REQD. VENT & FIX. RAIL W'STRIPPING, AMESBURY OR EQUIV. -- 18 AS REQD. FRAME W'STRIPPING, AMESBURY OR EQUIV. -- 19 2 BAFFLE, M & M PLASTICS -- 20 2/ BAFFLE BAFFLE SCREW, #8 x 1/2" F.H. SMS -- 21 AS RECD. GLAZING BULB VINYL NEOPRENE 22 4/ VENT ROLLER HOUSING & GUIDE CELCON 23 2/ VENT ROLLER BRASS /ST. ST. 24 2/ VENT ROLLER PIN ST. STEEL 25 ANCHORS, 1/4 "e TAPCON F.H. ANCHOR, ITW BUILDEX, INC. STEEL 26 ANCHORS, 1/4 "e —14 TEK SCREW ITW BUILDEX, INC. TO WOOD BUCK, ALUMINUM OR STEEL MEMBER. • STEal .. 27__ _ ___— .. _____ - DOW CORNING 795_...... STRUCT. SILICONE 28 ' SEALANT: DOW CORNING WHITE SILICONE OR EQUAL AT FRAME ALL AROUND (EXTERIOR & INTERIOR) SILICONE 29A. _- .. • 7/16° NOMINAL (0.444" OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS _.+ A 0.090" INNER LAYER FILM DUPONT BUTACITE PVB, INIERLAYE4 BY. El OiPCNT DE NEMOURS & CO INC., W/ NOA 09- 0312:02 + (1) 3/16': HEAT STRENGTHENED GLASS. LAMINATED CLASS 298 ,. L 7/16 °. NOMINAL. (0.444",-.OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS +.A 0.090" INNER LAYER FILM SENTRYGLAS PLUS, INTERLAYER BY E.I. DUPONT DE NEMOURS & CO INC., W/ NOA 09- 0312.03 .11)73/16" HEAT ;STRENGTHENED GLASS. + LAMINATED GLASS , " " °' (1)'E11( '. is WEEP_w iiOLE 4. ii ii i ..i 1 °x3" LONG.. WEEP''HOLE RETICULATED FOAM GASKET, MODEL 1OPP1, BY FRANK LOWE- RUBBER °& GASKET CO. FILTER FOAM GLAZING DETAIL FOR SCALE 3/4" = 1 " GLAZING DETAIL FOR SCALE • 3/_4° . _• -; FLORIDA BUILDING CODE (t19 Velocfty.Hunicane Zone) Ammar' as complying with the Lci R ''':.:_ Code I • • -, 2 0 20© 1�10"• .0 I i=i . - LAn4- antral Div' By MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE 62009 1TLTECO INC. / IL E C 0 ZINC• T1UJT TESTING & ENGINEERING COMPANY SSW SOJK. { 3D: R�3,88 Phan* 11 -15 c, 183 e—rna& titteeo®aoLeom E8- 0006719 WALTER A. T1WT Jr., P.E. FLORIDA Lit. 44167 SERIES 18000 HIGH IMPACT HORQONTAL" SUDING WINDOW LARGE MISSILE IMPACT RESISTANT;; '•` F DRAWN BY: • IA/L9. /N.C.Y. 290 WEST 78 ROAD HIALEA H, FL. 33014 PHONE: 558 -6163 FAX 030S 558 -6665 , .Q pact.com 06/23/09 DATE E. KO OED ME MK No 09-119 DRAWING No SHEET 3 OF 14 w1 * (SEE SCHEDULE #1 ON SHEET 12) A/6 '® MAX. FRAME MOTH (SEE SCHEDULE #1 ON SHEET 12) w2 {` (SEE SCHEDULE #1 ON SHEET 12) B/7 Wt * (SEE SCHEDULE #1 ON SHEET 12) - A/6 i4 — 5. MAX. A/6 44 TYPICAL EXTERIOR ELEVATION = FOR XOX WINDOW SCALE 1 " =1 1 -0 I f SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 B/7 I I A/6 4 19 20 (3) 1 3/4 "x1 /4" HIGH WEEP HOLE AT 3 1/4* FROM ENDS AND ONE AT MIDSPAN or 26 AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) C/8 ®' 5" MAX. * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDMONALLY, DAYLGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL. BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. "S"= Max. ANCHOR SPACING (See schedule #2 on sheet 12) FLORIDA BUILDING CODE (High Velocity Hurticane Zone) Approved as complying with the Smile - Code Data • NOAO ✓ N:ria:; - Miami Div BY 20017 F:aduct Coatrol MIAM DADE COUNTY P.E SEAUSIGdATUREIDATE ® 2009 TLLIECO INC. /ThiZKc.\ TIUIT TESTING & ENGINEERING C10NPANY N.W. 36th. St.. Ste. 703, MGM CARDEN& Fl 3318S Phone : (365)871 -1630 . Fes : ( 671 -1531 e–mo& titeca@aai.eom Ea- 0008719 WALTER A TILLIT Jr.. P.E. FLORIDA Lic 44167 SERIES 18000 HIGH lIvIPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: aev NO .Saav+ teDICIUMISIt aut 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE: (305) 555 -8103 FAX: (305) 558 -6665 www.generadmpact.com 06/23/09 DATE >EF. 9e 09-119 DRAWING No B/21/os s SHEET 4 OF 14 fl V MAX. D.L.O. (WI(TH) 1 "c' MAX. D.LO. (WIDTH) fl I• i II °a° MAX. D.LO. (WIDTH) (SEE SCHEDULE #1 ON SHEET 12) 9 OR 29: (SEE SCHEDULE ON SHEET 12) SEE SCHEDULE #1 ON SHEET 29 OR 29B (SEE SCHEDULE ON SHEET 12) 12) (SEE SCHEDULE 29 29: (SEE ON SHEET ci #1 ON SHEET OR SCHEDULE 12) 12) _ II fl I H ER f IL -- og 11 �N 2 If _ 41 II /f` — II x INDICATES REINFORCEMENT .— FULL HEIG fL n� • 0 la 51 a = II N "_ II O -f3 INDICATES REINFORCEMENT FULL HEIGHT o 'I Z = II I II X -- — 5. MAX. A/6 44 TYPICAL EXTERIOR ELEVATION = FOR XOX WINDOW SCALE 1 " =1 1 -0 I f SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 B/7 I I A/6 4 19 20 (3) 1 3/4 "x1 /4" HIGH WEEP HOLE AT 3 1/4* FROM ENDS AND ONE AT MIDSPAN or 26 AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) C/8 ®' 5" MAX. * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDMONALLY, DAYLGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL. BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. "S"= Max. ANCHOR SPACING (See schedule #2 on sheet 12) FLORIDA BUILDING CODE (High Velocity Hurticane Zone) Approved as complying with the Smile - Code Data • NOAO ✓ N:ria:; - Miami Div BY 20017 F:aduct Coatrol MIAM DADE COUNTY P.E SEAUSIGdATUREIDATE ® 2009 TLLIECO INC. /ThiZKc.\ TIUIT TESTING & ENGINEERING C10NPANY N.W. 36th. St.. Ste. 703, MGM CARDEN& Fl 3318S Phone : (365)871 -1630 . Fes : ( 671 -1531 e–mo& titeca@aai.eom Ea- 0008719 WALTER A TILLIT Jr.. P.E. FLORIDA Lic 44167 SERIES 18000 HIGH lIvIPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: aev NO .Saav+ teDICIUMISIt aut 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE: (305) 555 -8103 FAX: (305) 558 -6665 www.generadmpact.com 06/23/09 DATE >EF. 9e 09-119 DRAWING No B/21/os s SHEET 4 OF 14 5° MAX. wt MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) A/6 (SEE SCHEDULE #1 ON SHEET 12) w2 4 B/7 4 (SEE SCHEDULE #1 ON SHEET 12) °S° 5" MAX. -- F/1 1 E /10 T ® ONLY PANEL (T, P(IYP.) — 5° MAX. Max. ANCHOR SPACING (See schedule #2 on sheet 12) - TYPICAL EXTERIOR ELEVATION FOR XO (SHOWN) OR OX (SIMILAR) WINDOW SCALE 1 " =1' -0 Y A/6 -I- I) SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 B/7 F /11 E /10 V 5° MAX. (2) 1 3/4x1/4" HIGH WEEP HOLE AT 3 1/4° FROM ENDS AND ONE AT MIDSPAN r SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYUGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYUGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. AS APPUCABLE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved as complying with the Florida = ,: "• Code NOM .,:-n►.7� oPro, — / 1., Product Co i By MIAMI -DADE COUNTY *17 P.E SEAUSIGNATURE/DATE 02009 TILTECO INC. /1irrIEINc.\ T1L UT TESTING & ENGINEERING COMPANY 6388 N.W. 3i, 54.. Ste. . V N l 331N Phmr : (x)571 -1930 . Fa:: (3087571 -1631 e-mail: tftecoGaal.eom Es- 0006719 WALTER A. TIL.LIT Jr, P.E. FLORIDA Uc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL ,SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA./LG./WC-Y. 1i. NI WI 290 WEST 7S ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (30.5 ) 558 -6665 fewww.g -NwaImpact.com 06/23/09 DATE i i97N44m1 EEC Ka OESIIIIPTION may 09-119 DRAWING Na 9/21/05 a SHEET 5 OF 14 II I(SEE =z "a° MAX. D.LO. (WIDTH) I II = °e° MAX. D.LO. (WIDTH) (SEE SCHEDULE #1 ON U.9.3 OR 9-ti) SCHEDULE ON SHEET fI SHEET 12) 12) (SEE SCHEDULE #1 -ON (' 9A) OR i29. (SEE SCHEDULE ON SHEET 12) z 11 SHEET 12) o ci . v_ -� 0 — — ci 4 dN — — f 1 — — ( a[G� f` : 4. = — V 11 II Z INDICATES REINFORCEMENT FUU_ HEI(?HT (7YP.) 11 �! 0 — 5° MAX. Max. ANCHOR SPACING (See schedule #2 on sheet 12) - TYPICAL EXTERIOR ELEVATION FOR XO (SHOWN) OR OX (SIMILAR) WINDOW SCALE 1 " =1' -0 Y A/6 -I- I) SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 B/7 F /11 E /10 V 5° MAX. (2) 1 3/4x1/4" HIGH WEEP HOLE AT 3 1/4° FROM ENDS AND ONE AT MIDSPAN r SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYUGHT OPENINGS "a" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYUGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. AS APPUCABLE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved as complying with the Florida = ,: "• Code NOM .,:-n►.7� oPro, — / 1., Product Co i By MIAMI -DADE COUNTY *17 P.E SEAUSIGNATURE/DATE 02009 TILTECO INC. /1irrIEINc.\ T1L UT TESTING & ENGINEERING COMPANY 6388 N.W. 3i, 54.. Ste. . V N l 331N Phmr : (x)571 -1930 . Fa:: (3087571 -1631 e-mail: tftecoGaal.eom Es- 0006719 WALTER A. TIL.LIT Jr, P.E. FLORIDA Uc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL ,SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA./LG./WC-Y. 1i. NI WI 290 WEST 7S ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (30.5 ) 558 -6665 fewww.g -NwaImpact.com 06/23/09 DATE i i97N44m1 EEC Ka OESIIIIPTION may 09-119 DRAWING Na 9/21/05 a SHEET 5 OF 14 SEE SCHEDULE #2 ON SHEET 12 POURED CONCRETE OR CONCRETE BLOCK REQ'D SEE SCHEDULE #2 ON SHEET 12 CO 0 W Z FA 2 °x P.T. WOOD BUCK SEE NOTE 8/1 x In N Ft) t °x P.T. WOOD BUCK SEE NOTE 8/1 to W 8z zW cn E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12 E.D. (SEE NOTE 9/1 4 # D* SECTION A —A (TO ALUMINUM MUWON) SCALE 1/2" =1" Jj ED. (SEE NOTE 9/1) MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 E.D. (SEE NOTE 9/1) C H S� SCHEDULE #2 11 STEEL MEMBER BY OTHERS SHALL ON SHEET 12 CONFORM TO A.S.T.M. A -500 A -853 OR A -36 W/ 12 GAGE (0.105") MINIMUM WALL THICKNESS. . 3/8° WEEP NOTCH AT ENDS 2 O = in vs N • iF— n Z � m aZ o G v 3/8" WEEP NOTCH AT ENDS N o x: P.T. WOOD BUCK SEE NOTE 8/1 MIN. 1 "x P.T. W000 BUCK SEE NOTE 8/1 POURED CONCRETE OR CONCRETE BLOCK REQ'D. SEE SCHEDULE #2 ON SHEET 12 EXISTING STRUCTURE '/ / / / / / /// ///. SEE SCHEDULE E.D. ON SHEET 12 ON NOTE 9/1) (SEE NOTE 9 /1) SECTION A —A (TO POURED CONCRETE OR CONCRETE LOCK). SCALE 1 /2" =1" /� II III SECTION A —A (TO STEEL MEMBER) SCALE: 1/2".1" ® 2008 TILIECD INC. FLORIDA BUILDI G CODE (High Velocity Hurricane Zone) SERIES 18000 HIGH IMPzACT,HORIZONJALSUDING WINDOW LARGE MISSILE IMPACT RESISTANT E.D. ED. "(SEE NOTE 9/1) —(SEE NOTE 9/1) SECTION A —A (To WOOD) SCALE 1/2" =1" *SEE SCHEDULE #1 ON SHEET 12 Appoaed as complying with the F1orda D *? M Code DG • ,7lj, NO.a.#.�: -.T_. . a3 IJurrrs e Div' • By IILIECO,Nt:. TILUT TE^aT NG a ENGINEERING COMPANY 6356 N.9Z 36th. 51. Sta. 308. VIRGINA GARDENS. P1 33166 Phone : (31:5)671 -1930 . Fax : (30)371 -1531 e —mail: thteco@aoLcam E9- 0008719 WALTER A. TIUTT Jr., P.E. FLORIDA Uc. 44167 290 -WEST 78 ROAD HIALEAH._FL 33014 PHONE:: (305 558 -8103 FAX: (305 558 -8885 aww.g pact-cam DRAWN 8Y: LA./LG. /M.C.Y. MIAMI-DADS COUNTY P.E. SEAUSIGNATUREIDATE GENERAL s Ts, Ciear.S''a lion 09-119 DRAWING Na EXISTING STRUCTURE SEE SCHEDULE 2 ON SHEET 12 E.D. ED. (SEE NOTE 9/1) (SEE NOTE 9/1) / / / / / /// . / //. 2 "x P.T. WOOD BUCK SEE NOTE 8/1 3/8° WEEP NOTCH AT ENDS OU N log 14116d.2 xr P.T ; WOOD BUCK` =- SEE' NOTE 8/1 ExtsTTi�ic� POURED CONCRETE OR CONCRETE BLOCK RE'A'D 1 °x P.T. WOOD BUCK SEE NOTE 8/1 SEE SCHEDULE #2 ON SHEET 12 M)N.EMBEDMENT (SEE NOTE 9/1) MIN 1°x P.T. WOOD BUCK SEE NOTE 8/1 POURED CONCRETE OR CONCRETE BLOCK REQ.!). i W r3 rj /8° WEEP NOTCH AT ENDS 0 2 to VVII N G MIN. EMBEDMENT (SEE, NOTE 9/1) @SEE SCHEDULE j 2 ED. ED. ON SHEET 12 (SEE NOTE 9/1) (SEE NOTE 9/1) SECTION B —B (TO POURED CONCRETE OR CONCRETE B OCK) SCALE: 1/2"=1° SEE SCHEDULE #2 ON SHEET 12 / / / /// /////7/// / //. ED. E.D. (SEE -NOTE 9/1) (SEE NOTE 9/1) SECTLON B —B (TO WOOD) SCALE: 1/Y =1 ° *SEE SCHEDULE #1 ON SHEET 12 Approve ;x$ complying with the Florida D '1.4 Code Date Oe. • NOM D aT...At _ 13a/'/_ ay 2009 3 / MIAMI-DADE COUNTY sEE SCHEDU12 LE #2 ON SHEET ED. ED. (SEE NOTE 9/1) (SEE NOTE 9/1) MIN.EMBEDMENT (SEE NOTE 9/1) 1-r= Z W rid 2Z WW ZW v 4 SECTION B —B, (TO ALUMINUM MULLION) SCALE: 1/2°.1' ED. SEE NOTE 9/1) MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 @S� SCHEDULE #2 I STEEL MEMBER BY OTHERS SHALL ON SHEET 12 ( /CONFORM TO A.S.T.M. A -500 A -653 OR A-36 W/ 12 GAGE (0.106°) MINIMUM WAIL THICKNESS. CaBACIR 4, SECTION B —B (TO STEEL MEMBER) SCALE: 1/2° =1° FLORIDA BUILDING CODE (FAgh Veto .YHuiricaris Zone) P.E. SEAUSIGNATUREIDATE 02009 TILTECO MC. / IILIEC0INc. TIWT TESTING de ENGINEERING COMPANY 0365 B.t& 30th. St.. Ste. 305. Wdt53M Ca80Dt6. fl 33165 Phone : (3S5)871 -1830. Rm:: (30871 -1531 a —r*ma: tree Loom ES- 0008719 WALTER A TLIJT Jr.. P.E FLORIOA pc. 44187 SERIES 18000 HIGH IMPACT)-10RIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT— : , 'DRAWN; 8Y: 290 WEST 78 ROAD • HIALFAH, FL 330.14. PHONE: (305) 658 -8103 GENERAL g (e pod.o L'�al'tl om 271c Crenor on 05/23/09 DATE REK 05 IIESCENRCON oat£ NE14 No 09-119 DRAWING No 9/21/00 a SHEET 7 OF 14 E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. 025° MAX. SHIM E.D. (SEE NOTE 9/1) 2 °x P.T. WOOD BUCK (SEE NOTE 8/1) .4 1/11 1.fl 111: 1 MIN. :•M NOTE STEEL MEMBER BY OTHERS SHALL CONFORM TO AS.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.106' MINIMUM WALL THICKNESS. ED. (SEE NOTE 9/1) 9 0 MMIAMM IMAMMMM °a° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) 111( II 6 ±.114i t w1* (SEE NOTE ON SHEET 4) rx0 CI .1 11111 toms vim+ Q� v�r °c° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) T jokown4PHian 0.25° MAX M 1" x P.T. WOOD BUCK (SEE NOTE 8/1) iv-r A 0') = A :F7 'I \111 \ \■1h►11\ lili \ \?► �� jam er V� • EIdBmMENT I SEE OTE 9/1 SEE SCHEDULE #2 ON SHEET 12. v_yi "a" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) U J MIN. EMBEDMENT (SEE NOTE 9/1) 025° MAX. SHIM MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) 0.25" MAX. SHIM E.I D. (SEE NOTE 9/1) SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK WALL REO'D. MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1 /B° MINIMUM WALL THICKNESS /-1/8" ALUMINUM ALLOY 6063 —T5 E.D. I(SEE NOTE 9/1) E.D. (SEE NOTE 9/1) Ii IS- SEE SCHEDULE #2 _: ON SHEET 12. E.D. SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. MIN. EMBEDMENT (SEE NOTE 9/1) "a" MAX. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) * SEE SCHEDULE #1 ON SHEET 12 °a" MAX D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) "a" MAX. D.LO. SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) EXTERIOR SECTIONS C -C (xox) SCALE 1/2" = 1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved 3s complying with the Florida ,iyy-- Code NOM. our — / .: Lira Ey Yq Control MIAMI -DADE COUNTY rr' P.E SEAIISIGNATURE/DATE 02009 TILTECO INC. IL EC CO 'He. TIWT TESTING & ENGINEERING COMPANY 6335 N.W. MM. SL Ste. 305. V6iMINA GARDENS, IN 33168 Phone : (395)871 -1839 . Fax : (395)871-1831 e—man: tltecasaol.com EB- 0006719 WALTER A. 11UJT Jr.. P.E. FLORIDA L+c. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT. RESISTANTF w` DRAWN BY: NI= -- ,v- �r• oso GENERAL ' s& 290 WEST 7B ROAD HIALEAH, FL 33014 PHONE (305) 556 -6103 FAX (30511) 558 -6665 www.gettera mpactaom nar..m DFSO.POdt WIZ REV. N 06/23/09 DATE 09-119 DRAWING No 1/271" S S 4 SHEET 8 of 14 0.25° 1 ° x P.T. WOOD BUCK (SEE NOTE 8/1) SEE SCHEDULE #2 ON SHEET 12. 0i3/ a � ED. (SEE NOTE 9/1) IlL11 1114111'111 l%0. yY• MIhC ' EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) MIN. 1 BEDM y' NOTE 9 ED. (SEE NOTE. 9/1) 2 °x P.T. WOOD BUCK (SE NOTE 8/1) °a° MAX. D.LO. SEE SCHEDULE #1 ON SHEET 12) °c° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) °a° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) m1* (SEE NOTE ON SHEET 4) w1* (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) POURED CONCRETE OR CONCRETE BLOCK WALL REQ D. EXTERIOR 0.25° MAX. SHIM MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1/8* MINIMUM WALL THICKNESS ALUMINUM ALLOY 6083 —T5 ED. (SEE NOTE 9/1) NZ it 0 MIN. EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) Iv' denv:* SEE SCHEDULE #2 ON SHEET 12. rtY6iMINIGI SEE SCHEDULE- #2 .- -- ON SHEET. 12. "a° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) ED. SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) "c° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) °a" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) W1* (SEE NOTE ON SHEET 4) w2* (SEE NOTE ON SHEET 4) w1* (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) `SEE SCHEDULE #1 ON SHEET 12 EXTERIOR SECTIONS D -D (xox) SCALE 1/2° = 1° P.E. SEAUSIGNATURE/DATE IILI O DRAWN BY: I.A./LG./M.C.Y. 08/23/09 TLUT TESTING & ENGINEERING COMPANY MS N.W. 381h. St.. Ste. 363. VIRM00A GASSFNS, Fl 33t66 Ram : (3113)871 -1530 . Rot : (305)871 -1531 e—mail: tfteco®aol.eom EB- 0006719 WALTER A. TILT Jr.. P.E. FLORIDA LIo. 44167 09 -119 DRAWING No SEE SCHEDULE #2 ON SHEET 16. 0.25° MAX. SHIM 0.25° MAX. IM 1° x P.T. WOOD BUCK (SEE NOTE 8/1) E.D. (SEE NOTE 9/1) ED. (SEE NOTE 9/1) 2 "x P.T. WOOD BUCK. (SEE NOTE 8/1) ED. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. Aria,//I%1/'(3 1,71; : = !G\ 1111 N 1[721121 11141112- '• MIN: ' EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO AS.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.106°) MINIMUM WALL THICKNESS. E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) w2* (SEE NOTE ON SHEET 5) 025° MAX. 1 IM EXTERIOR 0.25° MAX. MIN. EMBEDMENT (SEE NOTE 9/1) _ .1 - - SEE SCHEDULE ON SHEET 12. 2 mir �,,- -� _ —_. •mss- - -�� I��i r1TriT0I1] ' zMNIIIN _ i �..h % °a° MAX. D.LO. SEE SCHEDULE #1 ON SHEET 12) Q_ E.Q. E. . w1* (SEE NOTE ON SHEET 5) Amiumme...771 milit • °c° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 5) POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 1/8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 I ED. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) 1 MIN. EMBEDMENT (SEE NOTE 9/1) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) * SEE SCHEDULE #1 ON SHEET 12 SECTIONS E -E (X0) SCALE 1/2° = ° .proved as complying with the Florida B '�. r,.•.. Code I;a By MIA MI-DADE COUNTY SEE SCHEDULE #2 ON SHEET 12. FLORIDA BUILDING cODE (1-Hgh d I dty Hurricane Zone) P.E. SEAUSIGNATURE/DATE 02008 WILEEcP INC. / IIL IE c 0 INC. TIWT TESTING & ENGINEERING COMPANY 8355 N.W. 3551,A.,_51:2. 308. VIRGWA 251501015. R 33103 Phone : Ph : (71 -1930. Fax : (303)871 -1531 e-ma9: tNteeo®oo9.eom E2- 0006719 WALTER A. TIWT Jr.. P.E. FLORIDA Lie. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAWN BY: LARGE MISSILE IMPACT RESISTANTS a :.: I.a/t- a./M.C.v. NAPA= =ASS &WIN 20.w Creao-sorteeion 290 WEST. 78 ROAD HIALEAH, FL. 33014 PHONE (305 558 -8103 FAX: (303 558 -8685 www.g 06/23/09 DATE War. 33 3818 18V. 3° 09 -119 DRAWING No 03551 A1. 3/21/03 2 s SHEET 10 OF 14 SEE SCHEDULE #2 ON SHEET 16. 0.25° MAX. HIM 0.25° MAX. SHIM 1" x P.T. WOOD BUCK (SEE NOTE 8/1) E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) MIN. a BED 12 13 NOTE 9 .,,, IL iii lial, VIAXI.A1,..AVVIAVIII,Ali,o- r • . EgBEDMEN. • ( T E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. E.D. (SEE NOTE 9/1) 2'x P.T. WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A-36 W/ 12 GAGE (0.1067 MINIMUM WALL. THICKNESS E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) °a° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) 'c' MAX D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 5) w2* (SEE NOTE ON SHEET 5) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) EXTERIOR ir- 0.25° MAX. SHIM 0.25° MAX. SHIM POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) i1 /8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 II (SEE NOIRE 9/1) E.D. (SEE NOTE 9/1) ra-. E.D. SEE NOTE 9/1) ® SEE SCHEDULE #2 ON SHEET 12.- MIN. EMBEDMENT (SEE NOTE 9/1) *SEE SCHEDULE #1 ON SHEET 12 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) EXTERIOR SECTIONS F -F (Xo) SCALE 1/2° = 1° SEE SCHEDULE #2 ON SHEET 12. App33ved m complying with 1153 Florida . a: Cade Date Oc 21 20 Net-40 __ , d a rJlia.3: .� Product Control 13y MIAMI-DADE COUNTY P.E. SEAUSIGNAIUREJDATE ® 2008 1111EC0 INC. / IILlEc® Inc. TILUT TESTING a ENGINEERING COMPANY 63'x8 N.W. 38th. St, Ste. 303. MGM OMENS, Fl 33166 Phone: : (309)871 -1930 . Fat : (398)871 -1531 e—mail: tflteeo@aoi.com EB- 0006719 WALTER A TILLR Jr., P.E FLORIDA L]c. 44167 FLORIDA BU OING, CODE (High Velocity SERIES 18000 HIGH IMPACT HOR1Z9NTAL SLIDING WINDOW LARGE MISSILE IMPAGTRESISTNIT _ ... - Hurr(caneZone) DRAWN 9Y: I.A./1_0./M.C.Y. 290 WEST 78 ROAD H ALEAH,` FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558-6665 6 06/23/09 DATE REV. NO OFSfSAeO11 am; OWL no 3418 09 -119 DRAWING No mu1. 3/21/09 3 4 SHEET 11 OF 14. HORIZONTAL SLIDING WINDOW SCHEDULE # 1 (XOX) WINDOW CASE 0 MAXIMUM DESIGN LOAD MAXIMUM WATER PRESSURE MAXIMUM FRAME WIDTH MAXIMUM FRAME HEIGHT MAX OPERABLE (X) WINDOW WIDTH wi MAX FIXED (0) WINDOW WIDTH w2 MAX OPERABLE QC) D.L.O. WIDTH I +100, -130 psf. +15 psf. 111 1/8" 631 /4" 371/16° 3r m�3 33 1/2° MAX. FIXED (0) 01.0. WIDTH ncm 331 i2" MAX. OPERABLE (X) OR FIXED (0) D.L.O. HEIGHT m�n 561 /4" REQ'D GLASS TYPE 29B II ffi +100, -130 psf. +90, -100 psf. +15 psf. +13.5 psf. 631/4" 74 1/4" 281/16" 55° 24 3/4° 371/16" 37° 331 /2° 51° 331 f2" 561 /4° 671/4° 29B 29A v +90, -100 psf. +100, -150 psf. +13.5 psf. +15 psf. 111 18" 961/4" 74 1/4° 281/16° 631/4° 321!8" 55° 32° 243/4° 51" 671 /4" 28 3/8° 283/8° 56 1/4" 29A 29B (XO) OR (OX) WINDOW _ - CASE # MAXIMUM DESIGN LOAD MAXIMUM WATER PRESSURE MAXIMUM FRAME WIDTH MAXIMUM . FRAME HEIGHT MAX OPERABLE QC) WINDOW WIDTH wi MAX FIXED (0) WINDOW WIDTH w2 MAX. OPERABLE (X) D.L.O. WIDTH %in MAX. FIXED (0) D.L.O. WIDTH °c° MAX. OPERABLE (X) OR FIXED (0) D.L.O. HEIGHT b" REQ'D GLASS TYPE I +100, -150 pst +15 psf. 74 1/4" 56 1/4" 37 1/8" 3718° 33 9116° 33 9/16" 49 114° 29B II +100, -130 pst +15 psf. 741/4' 63 1/4° 3718° 3718° 33 9/16" 33 9/154) 1/2" 0.C. 58114" 29B ffi +90, -100 psf. +13.5 psi 74 1/4" _ 74 1/4" 37118" 371/8° 33 9/16° 33 9/16° 671/4" 29A lY +100, -150 pst +15 psf. 601/4" 601/4" 301/8" 3018" 26 9/16° 26 9/16° 53 1/4° 29B MAXIMUM ANCHOR SPACING "S" ® SCHEDULE #2 SUBSTRATE ANCHOR TYPE NEGATIVE DESIGN LOAD (PSF) HEAD /SILL JAMB HEAD /SILL REQUIRED ADDITIONAL ANCHORS CONCENTRATION AT MEETING STILE CONCRETE OR BLOCK (sEE tow 9A& 99/0 1 /4 "0BUILDDC TALON _ 80 or less 9° 0.C. 9° O.C. SEE DETAIL 2 (6 ANCHORS) > 80 up to 100 7 4 1 / O.C. 7 ;1/4° O.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 5 1/2" 0.C. 5 1/2' 0.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 4 3/4" 0.C. 4 3/4" 0.C. SEE DETAIL 2 (6 ANCHORS) METAL . (SEE N71E 90/1) 1/4 °0-14 Tr-K SCREW BUILDER 80 or less 9° 0.C. 9° 0.C. SEE DETAIL 1 (4 ANCHORS) : > 80 up to 100 9" 0.C. 9° 0.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 7 1/2' 0.C. 7 1/2" 0.C. SEE DETAIL 2 (6 ANCHORS) > 130 u � P to 150 6 5/8" O.C. 6 5/8" O.C. SEE DETAIL 2 (6 ANCHORS) WOOD (SEE 1M 9C/1) 1 /4 "0- 14BUILDDC TM. SCREW 80 or less 9° 0.C. 9° 0.0. SEE DETAIL 1 (4 ANCHORS) > 80 up to 100 9° O.C. 9" 0.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 7° 0.C. 7" 0.C. SEE DETAIL 2 (6 ANCHORS) > 130 up to 150 6° 0.C. 6° 0.C. SEE DETAIL 2 (6 ANCHORS) DETAIL 1 AT HEAD & SILL 4 ANCHORS 3" DETAILS2 AT HEAD= &-_ SILL 6 ANCHRS 1 FLORIDA BUILDING, CODE (High V�loi fq_Himicane Zane; Approved rs cmptymg with the 7 1%31` i'3 ►� : : ")?iA�C3CI �'O�tTA�" BY MIAMI-DADE COUNTY P.E. SEAUSIGNATURE/DATE ® 2009 11LTECO INC. ® INC. TILLIT TESTING & ENGINEERING COMPANY N.W. 36th. St.. Ste. 300. GARDE N& 11 33186 a—ma: Ulteco@aol.crnn EB- 0006719 WALTER A. 11WT Jr.. PE FLORIDA Lie. 44167 SERIES 18000 HIGH IMPACT HOR IZONTAL SLIDING WINDOW LARGE MISSILE.IM2ACT- RESISTANT 6wVi Brit •. GEMERAL Ve .s 290 WEST 78 ROAD HIA EAH, FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6685 www.gencralmpactcom 06/23/09 DATE UV. 30 assaupaos DOE REV. Y 09 -119 DRAWING No MAE SHEET 12 OF 14 (2) #8 x 1" P.H SMS SEALED W/ NOTCH (TYP.) x 1" P.H SMS SEALED W/ CONT. ALL AROUND,,-- ,(2) #8 x 1" P.H SMS SEALED 4W/ NOTCH (TYP.) NOTCH (TYP.) CONT. ALL AROUND NOTCH (TYP.) CONT. ALL AROUND CONT. ALL AROUND CONT. ALL AROUND NOTCH (Tn'.) ) #8x31 /2 "PSMS SEALED W/ 27 (3) #8 x 1" P.H SMS SEALED W/ 27 CORNER CONNECTION AT HEAD /SILL & FIXED SASH SCALE: 1 /2 "= 1 " FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved ns complying with the Florida Du di ,; Date 0 0 +°t q ! • e• t . , .` — r,� - /" ..._J 3320011 TILTECO INC. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN 9Y: I A /L0. ® O ' 11� f �/ I �1 C . ,, i "' mm 1rry +�y' gjjjNOOW6 ` C'SO w i .�1 ' 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (308 588 -8103 FAX (305 858 -8885 www.genera moue -cam 08/23/09 DATE NOAH Q .� ± ..t C73 , NNW Da Pr: ._ti Control ! Div +..'t!� .. !;'. TILUT TESTING & ENGINEERING COMPANY 8 9389 N.W. 7 9p,9�, 3119. YIS9WUl Fl JD188 Ifiwro 1 (30871 -19311 . Fax (J08 -19It a -mall: t9taaw0aoLaom E8- 0008719 WALTER A. TILUT Jr. P.E. FLORIDA Ua. 44107 09 -119 DRAWING No (; + Y ""' �� t2 MIAMI -DADE COUNTY P.E. 3E TURFJDATE Inv. to nrao0Pttar MU W. No Orac0IPlroN 0*1E /at /oo a SHEET 13 OF 14 a (2) #8 x 1 " P.H SEALED W/ 2 };8 x;.1" P.H • SMS ',SEALED RW/ x!2171 " NOTCH• (TYP.) CONT. ALL AROUND CONT. ALL AROUND (2) #8 x 1 " P.H SMS SEALED W/ 27 CORNER CONNECTION AT VENT SCALE: 1 /2 "= 1 " (2) #8 x. 1 " P.H SMS SEALED W/ 27 Approved as co Florida B Date • .11. NOM - F3:vr By MIAMI -DADS COUNTY P.E. 8EAU8IGNATURE/DATE ' aooe mTEcO INC. / IL E C O INC. TILIJT TESTING & ENGINEERING COMPANY 8388 N.W. 304. St.. Sta. 305. %ROWIA WARDENS, Ft 33185 Phone t 308871 -1838 . Fa. a (308)871 -1831 0 —mail: tllteco ®ool.com E0- 0008719 WALTER A. TIWT Jr. P.E. FLORIDA Uo. 44187 FLORIDA BUILDING CODE (High Velodty Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAWN on LARGE MISSILE IMPACT RESISTANT 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE (308) 558 -8103 FM: 305 558 -8885 www.general mpuct.com 08/23/09 DATE RV. no ote2NPnon aent 119. N. DV 2201100 OAl2 09 -119 DRAWING No oENFRANAL 8/21/08 a SHEET 14 OF 14 1 •