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WS-12-442Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 173959 Permit Number: WS -3 -12-442 Scheduled Inspection Date: May 24, 2012 Inspector: Bruhn, Norman Owner: ROSEN, NEIL & ELIZABETH Job Address: 444 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Contractor: GENERAL IMPACT GLASS & WINDOWS CORP Phone Number 305 - 576 -5900 Parcel Number 1132060140580 Phone: (305)558 -8103 Building Department Comments INSTALLATION OF 33 WINDOWS AND 4 DOORS Passed aCJ r` Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 171091. Opening #9 exceeds maximum size per PA. NB May 23, 2012 For Inspections please call: (305)762 -4949 Page 25 of 33 Miami Shores village, Building Department ►? tl� a 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: ye� 2, INSPECTION'S PHONE NUMBER: (305) 762.4949 ° ° _ _ _ - - m m m BU D NG Permit No. V 312x4 Z PERMIT APPLICATION Master Permit No. FBC 20 Permit Typ BUILDING / _ROOFING OWNER: Name (Fee Simple Title lho der): c:400 7/I40 Phone#: Address: 7 �V D6 q� City: /-// 2 !2c State: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 7 VV 428- 9b r� City: Miami Shores County: Miami Dade Zip: �,� /b Folio/Parcel #: /7--- -.:79'O&D -,/(-/- .e, Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: �DC�e—,Z" Tile= 9 Phone#: ) 6�� 3 Address: ��� £ 2 -7( /) City: Hide-1) / State: /�� /c.- l07 -ei- Zip: �-T %y Qualifier Name: ��/ � vim— - &I.e.- Phone#: p-5--)6-37s- V 6J3 State Certification or Registration #: 1Z /./%G/ VV , Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ .9-d, /z).0a Square/Linear Footage of Work: Vf " Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: 7 (4'91 75 /) es Submittal Fee $ Permit Fee $ 772 d CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was ackn y - 'edged before me this day of UU , 20 %} , by ` #L) 7/ /J4) //who is personally known to me or who has r . I l . —Q- - As id- ,i i lion and who did take an oath. A : NOTARY PUBLI C Sign: Print: LIC- STATE OF FLORIDA Manuel I. Pagaaga My Commission Expires: , a Commission # DD791252 Expires: MAY 21, 2012 BONDED THRF ATLANTIC BONDING CO., INC. Signature Contractor The foregoing ins - I t was acknowledged before me this day of �l 4;t , 20 ha, by ,€ 6• Lam; own to me or who has produced as identificati NOTARY PUBLI Sign: Print: d who did take an oath. My Commission Expire ua ommission #DD791252 Expires: ! r • 2", I THI4U ATLANTIC BONDING CO., INC. ** **** ***** ** ***** * **** *** *** * ****** *** * * ***** ***** Rak *********** ** *** ***000**$****000*zp***** ** APPROVED BY j /f. eL Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised3 /15109) Zoning Clerk Miami -Dade My Home My Home tt�t idad €. ov Show Me: Property Information Search By: Select Item Text only la Property Appraiser Tax Estimator La Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: I'r.I,,._ 11- 3206 - 014-0580 . Mailing LEON TAIMAN ddress: LAURA TAIMAN 2 NE 96 STREET MIAMI 1 SHORES FL 3,711 138- Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 513 Floors: 2 Living Units: 1 Adj Sq Footage: 3,711 Lot Size: 14,300 SO FT Year Butt: 1936 $50,000/ $451,694 MIAMI SHORES SEC 2 City: PB 10 -37 W1/2 OF LOT Legal 4 & ALL OF LOT 5 & Description: E1/2 OF LOT 6 BLK 53 LOT SIZE 100 X 143 OR 22844 -2689 1104 2 Assessment Information: Year: 2011 2010 Land Value: $177,072 $221,861 Building Value: $324,622 24,714 Market Value: $501,694 $546,575 Assessed Value: $501,694 $546,575 Exemption Information: 2011 $25,000 2010 $25,000 Taxable Value Information: ACTIVE .Toot_ SELECT Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $451,694 $50,000/ $496,575 County: $50,000/ $451,694 $50,000/ $496,575 City: $50,000 / $451,694 $50,000/ $496,575 School Board: $25,000/ $478,694 $25,000/ $521,575 Sale Information: ale Date: 17/2009 • Aerial Photography - 2009 0 114 ft My Home 1 Property Information I Property Taxes 1 My Nelahborhood !Property Appraiser Home 1 Using Our Site i Phone Directory 1 privacy 1 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 O 2002 Miami -Dade County. At rights reserved. Page 1 of 2 MIAMI•DADE Legend Property Boundary Selected Property Street ihe Highway Miami -Dade County Water W B http: / /gisims2. miamidade .gov /myhome /propmap.asp 2/21/2012 Miami -Dade My Home Page 2 of 2 ro Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone •ning Land Use Urban Development Boundary oning Non -Ad Valorem Assessments iIV Iu!II ± =a. . http: / /gisim2. miamidade .gov /myhome /propmap.asp 2/21/2012 TER RECORDING — RETURN TO• 1111111111111111111111 11111111111111111111111 CFN 2012R017151.2 OR 8k:: 28027 F's 3810; (fps) RECORDED 03/09/2012 11/54/45 HARVEY RUVIN, CLERK OF COURT MIAMI-DA DE C:OUNTYr FLORID LAST F'AGE NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues the following information is provided in the Notice of Commencement �.-/�,�j 1. DESCRIPTION OF PROPERTY (Legal description & street address, if available) TAX FOLIO NO.: // 6‘,7%)6 `"� • SUBDIVISION BLOCK TRACT LOT BLDG UNIT 7V? "' /�i/4,i / e€-S- /ye- G s z; • DESCRDrfION IMPROV NT ,/? i.�:4e 7r7'7 tic S 1- '• "kV\ � cd.G CLS wr Gti -q ' 3. OWNER INFORMATION: a. Name /' L b. Address G0 �� <tct JilcbP3 Pc-33(P � d. Name and address of fee simple titleholder (if other than Owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: c. Interest in property 4 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: V" ' ;) S LB:�, IS .. NAME, ADDRESS AND PHONE NUMBER: f �lElY °TIr�Y ,t ," rr!!/r'rhi r "r di�r1 it 8. In addition to himself or herself; Owner designates the following to receive a c'7 713.13 (1) (b), Florida Statutes: f AFV Y NAME, ADDRESS AND PHONE NUMBER: / / 7A-/ M411) 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of s rding unless a different date is specified): 20 WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART 1. SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PR PERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LEER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Owner's Authorized Officer/Director /Partner/Manager Print Name and Provide Signatory's Title/Office State of Florida County of Broward (� The foregoing instrument was acknowledged before me this �d day of By J.■E ) /Af/lA Ai (name of person) For 20 ,as mey in fact) (type of authority,... e.g. officer, (name of party on behalf of whom ' ent was executed) Personally !mown or produced the following type of identification: N eta ry (Si 4 A- il-0 Gu 7 Rd 4//,4. jV -.53 0- Cg--/oz -0 g,.1 i:% TE OF FLORIDA Manuel I. Paguaga 5 „- I Commission #OD791252 Under Penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of m �` es: MAY 21, 2012 belief (Section 92.525, Florida Statutes). ONDSD TRW ATIaeNTI0 BONDING CO., INC. Signature(s) of Owner(s) or Owner(s)' Authorized Officer / Director / Partner/Manager who signed above: By Rev .08-09-07 (S.Recording) BY 03/07/2012 16:40 FAX 2394378444 STATEWIDE INS MKT CI 002/002 A » CERTIFICATE OF LIABILITY INSURANCE I DATE o,`°�'2 °"'""' THIS CERTIFICATE IS. ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE 0 R PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certticate holder is an ADDMONAL INSURED, the poIloy(Ia) must be endorsed If SUBROGATION IS WANED, sublect to the terms and conditions of the policy. certain poIeies may requite an endorsement. A statement on this certificate does not confer rights to the cortificnte holder in lieu of such cn4ei iemcnt(s). PRODUCER • JESSICA D MICHEL Integrity Solutions Group _aro. Bo. (238) 437-6444 - ADDRESS PRODUCER CUST.RMER 1fl * INSURER(G) AFFORDING COVERAGE INSURr n A: ESSEX INSURANCE COMPANY (A RATED) INSURER re: 8784 Allco Road, Suite #100 Fort Myers, FL 33912 Phone (239)437 -6444 MNSune° GENERAL IMPACT GLASS & WINDOWS. CORP. 290 West 78th Road Hialeah. FL 33014- 305-558 -8103 Fax (239)437-8444 1 Nb (239) 437 -8444 INSURANCESW@GMAIL.COM NAIL 9 .. IJA1 .. RARER D INSURER Es INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 1S TO CERTIFY THE T THE POUGIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUGY PERIOD INDICATED. NOTWTTHS' TANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. � p POLICY NURSER (MI�fD�DY/YY� YD/YYYY ^PMAW TYPE OF INSURANCE GENERAL UAINUTY M oommERCLAL ORAL LIA5IUTY ❑ ,U CLAIMS-WOE u OCCUR ® 32,600 DEDUCIBLE GEN'L AGGREGATE uMri APPLIES PM • POLICY C7c .._ n we AUTOMOERB UABIUTt U n I1 ANY AUTO ALL OWNED AUTO: SCHEDULED AUT0:1 HIRED AUTOS NON.OWNED AUTOS Y N 3C01988 08/14/2011 08114/2012 EACH OCCURRENCE VITUS PAR 19ESefFa o me MED Er tAnY one person) 1,000,000 PSR$INAL & ADV INJURY GENERAL AGGREGATE PRODUCTS- COMP/OP AGO ❑ UMERELLA MIX 1 1 oc cuR ❑ E CCESS UAB 1 1 CLAIMS-MADE.__ ❑ DEDUCTJBLE RETENTION b WORKERS COMPENSAT ON AND EMPLOYERS' LIABUm ANY PROPRI TORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? plurntabny in Swag* undEs' DESCRIPTION OF OPERATIONS below E COMBINED SINGLE LIMIT (Ea =Nerd) BODILY INJURY (Per pawn) BODILY INJURY (Per paideni) PROPERTY DAMAGE (Per Ba deng EACH OCCURRENCE AGGREGATE 7TORY %N- EL EACH EACH ACCIDENT EL_ DISEASE -EA EMPLOYEE EL DISEASE - FOUCY LIMIT 60,000 5,000 1.000.000 2,000,000 1.000.000 DESCRIPTION OF OPERATIONSL I LOCATIONS I VEHICLES (Aicach ACORD 101. AddRNOyml Remarks Sd adble, I more woe 5-s Moen) OPERATIONS: MANUFACTURER, RETAIL & INSTALLATIONS OF SHUTTERS, WINDOWS, DOORS THIS GENERAL LIABILIZY POLICY CONTAINS A DEDUCTIBLE OF $2,500.00 PER ANY ONE CLAIM CERTIFICATE HOMER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE: 2 AVENUE MIAMI SHORES.FL 33138 ACORD 25 (2009109) QF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEIJVERED IN ACCORDANCE W rn l THE POLICY PROVISION AUTHORIZED REPR 1 4' JESSICA D MIC1IEL Z*1988 20 9 RP TION. All 'ghts reserved. The A�OR�na 0 eg MAR -07 -2012 14:56 From: 3055516857 AC RD CERTIFICATE OF LIABILITY INSURANCE Pase:1 /3 I DATE (MM/DD/YYY'i) 3/7/2012 THIS CERTi9CATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THiS CERTIFICATE DOES NOT AFFIRMATIVELY QR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate holder is se ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subjeot to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Casualty Systems 3331 SW 107 Ave Miami InesuRED FL 33165 laAcT Jinn Hernandez 11 . em (305) 551 -0550 I (_GE) E81-0157 Adein @casualtysystems.eon PRODUCER A ruin 0010 . !✓kIiT�D'IkB.ID.E. INSURER(S) AFFORDING osmotic INSURER A:eridgefield Employers Insurance INSURER 0; General IMpaOt Glass & Windows Corporation INSURER C: 290 West 78th Rd. Hialeah COVERAGES FL INSURER D: INSURER CI 3301 INSURER F : CERTIFICATE NUMBER:CL112101735 NAIC $ • THIS INDICATED. CERTIFICATE EXCLUSIONS W5R Is TO CERTIFY THAT NOTWITHSTANDING MAY BE ISSUED _ AND CONDITIONS THE POLICIES ANY REQUIREMENT, OR MAY OF SUCH OF INSURANCE PERTAIN. POLICIES, ADDL'SITS WWI USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN 19 SUBJECT TO UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS POLICY PERIOD TO WHICH THIS ALL THE TERMS, -'° TYPE OF INSURANCE ......MBR POLICY NUMBER LI (MMWDIYYYYI POUCYfEX (GA/DDAYYY1 — - - --- LIMITS GENERA% LIABILITY COMMERCIAL GENERAL LIABILITY EACHOCCURRENOE $ $ _._ . _— • DAE VI1 D PREMISES (E$ xmi+!8^_egj. CLAIMS -MADE OCCUR MED EXP (Ant oral Person) $ PERSONAL & ADV INJURY I _. . GENERAL AGGREGATE $ ^GEM AGGREGATE LIMIT APPLIES PE PRODUCTS . COMP/OP AGG $ POLICY n P .. J ,.R: LOC ' $ AUTOMOBILE LIABRnY COMBINED SINGLE OMIT ANY AUTO (Ea amide* _ .. $ ALL OWNED AUTOS BODILY INJURY (Per person) - S eODILY INJURY (Per ecoitlen$ $ SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS (Par amden0 $ — NON -OWNED AUTOS $ UMBRELLA I- OCCUR E4�9 OCCURRENCE EXCESS LIAO CLAIMS -MADE $ -._ ...... _ AGGREGATE DEDUCTIBLE _ RETENTION $ $ $ A WORKERS COMPEN$ATTON WC STATU- 0TH. AND EMPLOYERS' LIABIUTY ?DRY UM1TS Ea . ANY PROPRIETORrPARrNER/DIECUTNE DFFICERIMEMBER e(CL,u0ED? U N I A E L EACH ACCIDENT $ 100.000 (Mandatary in NIQ 1J 0830 -29908 2/7/2012 2/7/2013 EL DISC, EA EM $ 100.000 DESCRIPT ION OF OPERATIONS Wow E.L DISEASE -POLICY UNIT $ 500.000 DESCRIPTION OF OPERATIONS / LOOATIONS / VEHICLES (Attach ACORD 127, Additional Remarks Sohedxdo, Dame OM fs roquibad) General Contractor CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shares, FL 33138 ACORD 25 (2009/09) INS025 (2oe0e) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLCY PROVISIONS AUTHORIZED REPRESENTATIVE Jian Hernandez/TM .� 01988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD If (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 CRUZ, JORGE LUIS GENERAL IMPACT GLASS & WINDOWS CORP 5721 SW 59TH 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 professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business In order to serve you better. For information about our services, please tog onto www.myfloridaticense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE :FLO 0 ! ` 23 use ,G.. MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 641332 -2 BUSINESS NAME / LOCATION GENERAL IMPACT GLASS CORP 290 W 78 RD 33014 HIALEAH OWNER GENERAL IMPACT GLASS & WINDOWS Sec. Type cif Business s A AC NERAL BUILDING CONTRACTOR EUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXIT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS 19 NOT A CERTIFICATION OF Die T30NH. HOLDER QUALIFICA- 2011 LOCAL BUSINESS TAX RECEIPT 2012 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF SINESS PURSUANT TO COUNTY CODE CHAPTER FA - ART. 9 & 10 THIS IS NOT A BILL — CO NOT PAY RENEWAL RECEIPT NO. 668147 -3 8 WINDOWS STATE# CGC1513944 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 PAYMENT RECEIVED MIAMI•DAOE COUNTY TAX COLLECTOR: 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 331)13311131 11 13111111! 33i 33 11 3333113113711i733315g MIAMI -DADE COUNTY TAX COLLECTOR 1401. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 2011 MUNICIPAL CONTRACTOR'S 2012 TAX RECEIPT MgAN-DADS COUNTY - STATE OF FLORIDA i g PURSUANT TO COUNTY CODE SEC. 10 -24 Ifr EXPIRES SEPT. 30, 2012 THIS IS 110T A. BILL - DO NOT PAY RECEIPT NO. 30- 5773784 CC NO: 05BS00223 BUSINESS NAME / LOCATION GENERAL IMPACT GLASS 8 WINDOWS CORP 290 W 78 RD OWNER :GENERAL IMPACT GLASS & WINDOWS SPECIALTY BUILDING CONTRACTOR 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 cCo 15 /2x011 02240011001 000175.00 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOUSER 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 { A:)1:1, 1 q; rl+;; eidal9s;; aa. �i;§: ,i:Sav >�;saas3)afsJr,"11 rat ez-94),' ?, 1,171 MIAMF ,2,2*--` COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows Corp. 290 West 78 Road Hialeah, FL 33014 SCOPE: 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.Govpbuildinncode 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 "21000 High Impact Laminated Glass" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 09 201, titled "Series 21000 High Impact Fixed Laminated Glass Windows ", sheets 1 through 9 of 9, dated 11/02/09, prepared 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 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 product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page R-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMIOADE COUNTY APPROVED NOA No. 10-0104.03 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 Page 1 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 09-201, titled "Series 21000 High Impact Fixed Laminated Glass Windows ", sheets 1 through 9 of 9, dated 11/02/09, 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 fixed, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6058, dated 10/23/2009, signed and sealed by Julio E. Gonzalez, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC 2007, prepared by Tilteco, Inc., dated 11/12/09, signed and sealed by Walter A. Tillit, Jr., P. E. Complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. 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 and no financial interest, dated November 03, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Laboratory compliance letter for Test Report No. FTL -6058, issued by Fenestration Testing Laboratory, Inc., dated October 23, 2009, signed and sealed by Julio E. Gonzalez, P. E. 3. Proposal issued by BCCO, dated June 24, 2009, signed by Jaime D. Gascon, P. E. G. OTHERS 1. None. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 10-0104.03 Expiration Date: February 17, 2015 Approval Date: February 17, 2010 E -1 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 Viqar, 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 34" 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 in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 08-0613.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 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.Bov /buildingcode 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 A1— 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 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, FTL-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 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 (01.- BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 SCOPE: 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.maimidade.gov/buildinEcode 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: Outswing Aluminum Casement Window — L.M.L APPROVAL DOCUMENT: Drawing No. W03 -36, titled "Alum. Outswing Casement Window (L.M.I.) ", sheets 1 through 6 of 6, dated 05/28/03 with revision 13 06/20/07, prepared by A1- Farooq, Corporation, signed and sealed by Humayoun Farooq, 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 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 in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 03-0612.04 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 Page 1 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -36, Sheets 1 through 6 of 6, titled "Alum. Outswing Casement Window (L.M.I.) ", dated 05/28/03 with revision B dated 06/20 /07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1752 dated 12/3 /02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 3. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 4. Test reports on:1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1235 dated 7/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) E -1 Manuel P P.E. Product Control . - miner NOA No. 08 -0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 6/18/07, signed and sealed.by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International, Inc. for their "Glasslam Safety- Plus - Laminated Glass" dated 10/23/03, expiring on 09/09/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0612.04, issued to Florida Window Systems for their Aluminum Casement Window, approved on 09/18/03 and expiring on 09/18/08. Manu Pere da Product Control Exit'f17r NOA No. 08-0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 E -2 MIAMI COUNTY 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: 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 "18000" Aluminum Horizontal Sliding Window — L.M.L 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 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 in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 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.gov/buildingcode 1-6A' c1ZR� NOA No. 09-0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 Page 1 General Impact Glass & Windows Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. 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. 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 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 1. Anchor verification calculations and structural analysis, complying with FBC 2007, 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 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. 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, 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. Gonzalez, P. E. G. OTHERS 1. None E -2 Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 0806.03 Expiration Date: October 21, 2014 Approval Date: October 21, 2009 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge Court Miami, FL 33138 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 Aluminum Tube Mullions — L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL— Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Viqar, P. E., bearing the Miami Dade County Product Control Renewal 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 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 06-0913.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 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.Eov/buildingcode NOA No. 09- 0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", 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, 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 installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04- 0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Vigar, P. E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami-Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Viqar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P E (Submitted under previous NOA 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 06- 0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29/07 and exp m.:._ .n 09/16/09. E -1 Jaime 1. Gascon, P. ' . Chief, Product Control Division NOA No. 09-0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 MIAM 'COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows, Corp. 290 West 78th Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 "20000 High Impact" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 07 -307, titled "Series 20000 High Impact Single Hung Window — 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 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 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 product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 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.miamidade.gov/buildinacode NOA No. 09- 0319.08 Expiration Date: May 27, 2014 Approval Date: May 27, 2009 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 -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 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 an aluminum single hung window with 5/16" and 7/16" HS laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -5807, dated 01/21/09, signed and sealed by Michael R. Wenzel, P.E. 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 & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12 /11 /10. F. STATEMENTS 1. Statement letter of conformance, dated March 2, 2009, signed and sealed by Walter A. 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 i er NOA No. 09 ' 19.08 Expiration Date: May 27, 2014 Approval Date: May 27, 2009 ;WA. • • AMAYAYAVAVAY.', edroom 0,1 37 KAVAAY:YLLYA:('A Game Room TtlAVATAYASA= ZAN.Y.X.Y.Y.M.; Bath Room ® 28 30 El 32 Bedroom :Mb 25 Bath Ro 0 Bath Room A SECOND FLOOR PLAN LEGEND O Horizontal Roller Window 0 Single Hung Window O Fixed Window O Out Swing Door A Out Swing Casement Window NA Not Part of the Project res ZONING DEPT FIRST FLOOR PLAN PT SNORTHO CCMPUANCE M n.-! i_L j'ER AL STATE ANLY CCUNTf AtiLES AN f C S NORTH LOCATION ./ilL 124.71CFSNY:$ 23 22 SITE OF PROJECT ■• • JAIRO BLANDON GARCIA 02-29-2012 RE/BYED BY: SCALE N. T. S. ',— NORTH ; •••:/•'" • • • • • • • • • • • • • • • • • • • • %mars ••••• ••4414 NE 90•54••• • ..1ariairli orida 33138 •• • • , ) cti IIR SS Ell ION RN WiNA CUSS NI MSS Pk= 3:63511816 tee MMUS DRAWING NUMBER 12-043 SHEE1 1 0F3 1DD 58— T•1..T mr_z_ num is_ LIMN X20-4' M0 Aluminum Tube Mullion of WD 1 °x4° ; °x3615° TYPICAL EMMA ELEVATION (ol Type Fix Marie 1 & 2 .EXTERIOR EIEVA7gN (XO1 Type SH Marko 11 MO EXIER W ELEVA1!N 1 Type SH Merle 3A WD 261 MO TYPICAL EMIR MIN 1O Type: Fix Marla 12 &13 WD I A4 1;:; _,�_ 114— 34 4 MO MaygB ELEVATION (X01 TYPDHR Marc 20 WD 10 EXTERIOR ELEVATMN (xol Tyne SH Made 35 Aluminum Tube Mullion of 2 °x4° °x80° SE co MO DD ,1-39 T. DDERDR ELEVATION (o ?MID ODD Marks 4 Aluminum Tube Mullion of DD 2 °x4° °x80° WD WD /�— 74 • MO TYPICAL EVERTOR ELEVATION (0) Type: Fix Marks 8 72'- 10 MO TYPICAL EXTERIOR ELEVATION (Ol Types Fix Marie 14A WD 37 MO EXTERIOR ELEVATINI (XI Tppe CAS Marla xs LEGEND mo Masonry Opening DD Door Dimension, WD Window Dimension, HR Horizontal Roller Window 755 MO EXTERIOR ELEVATLN (X XI Type OSD Marla 14 WD /�— 39 0 H' No TYPICAL EXTERIOR ELEVATION (0) Typo FL auk 22, 23 & 27 1 Mo TYPICAL EXTERIOR ELEVATION (0) Typo Fix Merle l4S WD 4-391-4' MO `1g TYPICAL EXTERIOR ELEVATION (0) Type Fix Marta 25 FIX Fixed Window SH Single Hung Window. OSD Out Swing Door CAS Casement Window 1DD 0 MO TYPICAL EXTERIOR ELEVATIDN (ol TYPE FDI Made 15 WD /141971' 41914" Mo 1YPI AL EYIEINOR ELEVATION (el Type; Fix i28 Er EON ELEVATION (X0), Type SH Merle 8,7,24 &20 It FYT 2IOR MAIN 'x Type OSD 8 37 MO EXTERIOR ELEVATIN (X1 Type OAS Made 16 5OR_ENEVATION (x01 TYFeSH Mark 28 WD 39 --4' 1 WD 100 0 4, 100} MO TYPICAL EXTERIOR ELEVAi101i M TIMIS: Fix Marla 9 g 1- \\ I Tg 114— 391 —4' MO JYPICAL EXIE4gI ELEVATION (0) Types Fix Marks 17 WD MO TYPICM. EXIERIOR EMEVATION (0) Type Fix Marks 18 0 TYPICAL EXTERIOR ELEVATION (01 Types Fix Mart 30 ELEVATION DETAILS EXTERIOR ELEVATION b 01 Type K Marie 33 NOTE: i gymy30R ELEVROON of Type OSD >10 WD 0 MO • • TYPICAL EXTERIOR ELEVATION itle • • • Types Fix Marie 19,31 &32 • •••• • • •••• • • •• • • • • • • WD • .r--- 52 —4' MO TYPICAL EXTERIOR ELEVATION (01 Types Fix Marie 34 1" wood buck to be independently anchored to the structure w/ a min. of 1Y" embedment , 6" spacing from ends @ 12" o.c. e1sewere. DRAWX JAIRO BLANDON GARCIA DATE: 02 -29 -2012 REVVED BY: DATE SCALE N. T. S. z � tY Q. 0z 00 = J ••••(f-, •••• •• • • • • • •• • •• • • • • • �y • •• • • • • ••••• • • tavitiese ••444•NE 90.91.••• ,Miami Shores • • • F1iTrida 331 A••, daft • GEN IMPACT ERAL GIASS & WINDOWS GENERAL IMPACT we a0.1 A• noes rac =MUM DRAWING NUMBER 12 -043 MEET 2 OF 3 Height of house = 20' • 0" LOAD TABLE FOR WINDOW AND DOOR - LEON TAIMAN MKS Description Width (Inches) Height (inches) Tribut. Area (SgFt) Conf. Desing Press. Approed Press psf( +) Psf( ) psi( 4) PA-) Mani: Rating Glaze Product Approval N.O.A. # WINDOWS AND DOORS 1 Series "21000 High Impact Laminated Glass' Aluminun Fixed Window 1 58 58 3/4 23.68 4 0 49.4 53.5 62.5 62.5 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 10-0104.03 2 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 58 58 3/4 23.68 4 0 49.4 53.5 62.5 62.5 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 10-0104.03 3A Series "20000 High Impact" Aluminum Single Hung Window 1 29 36 1/2 7.35 5 X 49.4 66.1 80.0 80.0 General bnpact Large Missile Impact Resistant 5/16" Laminated Glass 09- 0319.08 Series Aluminun Tube Mullions 1 1"x4 "x1 /8"x36 1/2" 5 49.4 66.1 150.0 150.0 E.S. Window, Inc. Large Missile Impact Resistant 09-0825.03 3B Series "20000 High Impact" Aluminum Single Hung Window 1 29 38 1/2 7.35 5 X0 49.4 68.1 80.0 80.0 General Impact Large Missile Impact Resistant 5/16° Laminated Glass 09-0319.08 4 Series "R045" Aluminum Entrance Door w/ wo Transom & Sidelites t.../ 1 39 3/8 81 1/2 22.29 4 X 49.4 53.5 80.0 80.0 R. C. Aluminum Industries, Inc. Large and Small Missile Impact 5/16" Laminated Glass Type '6' 09-0830.07 5 Series "21000 High Impact Laminated Glass" Aluminun Fbced Window 1 74 50 1/2 25.95 5 0 49.4 66.1 89.4 69:4 General bnpact Large Missile impact Resistant 5/16" Laminated Glass 10-0104.03 6 Series "20000 High bnpact Aluminum Single Hung Windour 1 37 50 1/2 12.98 5 X0 49.4 66.1 80.0 80.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 09-0319.08 7 Series "20000 High Impact" Aluminum Single Hung Window 1 37 501/2 12.98 4 X0 49.4 53.5 80.0 80.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 09-0319.08 8 Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites 1 39 3/8 81 1/2 22.29 4 X 49.4 53.5 80.0 80.0 R. C. Aluminum Industries, Inc. Large and Small Missile Impact 5/18' Laminated Glass Type 'B' 09-0830.07 9 Series "21000 High Impact Laminated Glass° Aluminun Fixed Window 1 100 60 41.67 4 0 49.4 53.5 83.3 83.3 GenemiImpact Large Missile Impact Resistant 9/16" Laminated Glass 10 Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites �^ 1 39 3/8 81 1/2 22.29 5 X 49.4 68.1 80.0 80.0 R. C. Aluminum Industries, Inc. Large and Small Missile Impact 5/16" Laminated Glass Type 'B' 09-0630.07 11 Series "20000 High Impact" Aluminum Single Hung Window 12 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 29 3/4 21 4.34 4 X0 49.4 53.5 80.0 80.0 1 25 3/4 25 1/4 4.52 4 0 49.4 53.5 75.0 75.0 General Impact General Impact Large Missile Impact Resistant Large Missile impact Resistant 5/16" Larninated Glass 5/16" Laminated Glass 10-0104.03 13 Series "21000 High impact Laminated Glass" Aluminun Fixed Window 1 25 3/4 251/4 4.52 5 0 49.4 66.1 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 10-0104.03 Series "21000 High Impact Laminated Glass" Aluminun Fbced Window 14A Series Aluminun Tube Mullions 1 10 801/2 5.59 4 0 49.4 53.5 75.0 75.0 General Impact Large Missile impact Resistant 5/16" Laminated Glass 10-0104.03 1 1 "x4 "x1/8"x80 1/2° 4 49.4 53.5 73.3 73.3 E.S. Window, Inc. Large Missile impact Resistant 09-0825.03 14 Series "RD45° Aluminum Entrance Door w/ wo Transom & Sidelites 1 72 80 40.00 4 X 49.4 53.5 80.0 80.0 R. C. Aluminum Industries, Inc. Large and Small Missile Impact 5/16" Laminated Glass Type '5' 09-0830.07 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 14B Series Aluminun Tube Mullions 1 10 80 1/2 5.59 4 0 49.4 53.5 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass • 10-0104.03 1 1"x4 "x1 /8°x26" 4 49.4 53.5 73.3 73.3 E.S. Window, Inc. Large Missile Impact Resistant 15 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 53 62 3/4 23.10 4 0 49.4 53.5 69.4 69.4 General impact Large Missile impact Resistant 5/16" Laminated Glass 10-0104.03 16 Outswing Aluminum Casement Window- 1 37 48 12.33 4 X 49.4 53.5 75.0 80.0 Florida Window System, Corp. Large Missile Impact Resistant 3/8' Heat Stren'd Glass Type "81" 09-0825.03 17 Series "21000 High Impact Laminated Glass" Aluminun Fbced Window 1 39 47 3/4 12.93 4 0 49.4 53.5 75.0 75.0 General Impact Large Missile Impact Resistant 5/16' Laminated Glass 10-0104.03 18 Series "21000 High Impact Laminated Giess" Aluminun Fbced Window 1 38 3/8 36 9.59 4 0 49.4 53.5 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 10-0104.03 19 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 37 501/2 12.98 5 0 49.4 66.1 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 10-0104.03 20 Series "18000" Aluminum Horizontal Sliding Window 1 37 38 9.76 4 X0 49.4 53.5 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09-0806.03 21 Outswing Aluminum Casement Window 1 37 48 12.33 4 X 49.4 53.5 75.0 80.0 Florida Window System, Corp. Large Missile impact Resistant 3/8" Heat Stren'd Glass Type "B1" 10-0104.03 22 Series "21000 High impact Laminated Glass" Aluminun Fbced Window 1 39 48 13.00 5 0 49.4 66.1 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 10-0104.03 23 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 39 48 13.00 5 0 49.4 66.1 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 10-0104.03 24 Series °20000 High Impact" Aluminum Single Hung Window 25 Series "21000 High Impact Laminated Glass" Aluminun Fbced Window 1 37 50 1/2 12.98 5 X0 49.4 66.1 80.0 80.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 09-0319.08 1 38 3/4 36 9.69 4 0 49.4 53:5 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 10-0104.03 28 Series "20000 High Impact" Aluminum Single Hung Window 1 37 50 1/2 12.98 5 X0 49.4 66.1 80.0 80.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 09-0319.08 27 Series "21000 High Impact Laminated Glass° Aluminun Fbced Window 1 39 48 13.00 4 0 49.4 53.5 75.0 75.0 General impact Large Missile Impact Resistant 5/16" Laminated Glass 10-0104.03 28 Series °21000 High Impact Laminated Glass" Aluminun Fixed Window 1 19 26 3.43 5 0 49.4 66.1 75.0 75.0 General Impact Large Missile Impact Resistant 5/16° Laminated Glass 10-0104.03 29 Series "20000 High Impact" Aluminum Single Hung Window 37 25 3/4 6.62 5 X0 49.4 66.1 80.0 80.0 General Impact Large Missile Impact Resistant 5/16° Laminated Glass 09-0319.08 30 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 57 3/4 501/2 20.25 4 0 49.4 53.5 69.4 69.4 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 10-0104.03 31 Series "21000 High Impact Laminated Glass" Aluminun Fbced Window 1 37 50 1/2 12.98 5 0 49.4 68.1 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 10-0104.03 32 Series "21000 High Impact Laminated Glass" Aluminun Fixed Window 1 37 501/2 12.98 5 0 49.4 66.1 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass 10-0104.03 33 Series "18000" Aluminum Horizontal Sliding Window 1 571/4 501/2 20.08 4 X0 49.4 53.5 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type A 09-0806.03 34 Series "21000 High Impact Laminated Glass" Aluminun Fbced Window 1 52 3/4 50 1/2 18.50 4 0 49.4 53.5 69.4 69.4 General impact Large Missile Impact Resistant 5/16" Laminated Glass 10-0104.03 02-29-2012 MOM BY: SCAM N. T. S. • Cl_ CD • • • • • GENERAL IMPACT GLASS & WINDOWS GENERAL IMPACT YAW CUSS /11D OWE Pits MEMO fa =WM DRAWING NUMBER 12-043 SHEET 3 OF 3 FLORIDA BUILDING ODE 2007 -- ASCE /SEI 7 -05 - WIND LOAD TABLES -140 Building with mean roof height Tess than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive 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 BROWARD CDUNTY, PALM BEACH AND OTHER COUNTIES ND PRESSURES IN PSF 46 MPH VELOCITY 46,150 mph - Exposure C - Enclosed Building Height Roof Slope less than 10 degrees Ro•. -- - pregter than 10 d- ees Positive Negative Positi - Negative z4 & z5 z4 z5 z4 & z5 z4 • z5 0 -15 42.5 46.1 56.7 46.5 50.4 62.2 6 -20 45.2 48.9 60.2 49.4 53.5 69.8 2 - 492. 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 FOFCOMPONENTS AND CLADDING (HURRICANE SHUTTERS, WINDOWS AND DOORS APPLICABLE 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 THATA SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON 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 11 Buildings - Tables 1.1 AND 6.5.5) mob 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 Tess 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 .552 - 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 Ch) MEAN ROOF \HEI_GHT e�9 a <= BWx0.1 ora < =hx0.4 BW less or equal than BL a must not be Tess than a= 3 feet or a= 0.04xBW EN6CO,Inc. Engineering Services - CA 8116 5595 Orange Drive 201 DAVIE - FLORIDA 33314 Te1 (954) 585 -0304 Fax: (954) 585-0305 E -mail: Engco@AOL.com -GENERAL NOTES: 1. SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS. SHOWN ON NS PRODUCT APPROVAL DOCUMENT (PAD.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BULGING CODE. THESE WINDOWS MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MCI— DADE/BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DEMERMINE° AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS TESTED, WERE NOT OVERSTRISSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NZ USED IN THE ANALYSIS. FASTENERS SPACING IN W000 RAS BEEN DETERMINED IN ACCORDANCE WITH NDS 2005. THESE WINDOWS' 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 FBESTRATION TESTING LAB REPORT # 6058 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2.. DAN PRESSURE ROWS SHAM. BE AS PER SCHEDUJJES SNOW QIY SHEETS 6. 7 & 6. CRITERIA FOR ADDRESSNG DEFERENT IHAPES S A$ EXPLAINED ON HMS SHEET ( *).. 3. 11132': i!Cil 1 11 ii:i _ :11:111i1,OSl 4. _THESE WIND0YILS ARF' APF'RD4ED FOR AIR NOD WA1ER ID4FIUR_A'IION. 5. THESE WINDOWS COMPLY WITH SECTIONS 2411.4.1 AND 2411.4.2 OF THE FLORIDA BUILDING CODE 6. Ni. ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION .6063 —T6 ALLOY AND TEMPER. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON SHEET 2 OF THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL 1D METAL) TO BE STAINLESS STEEL 304 OR 316 AST SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OF THE FLORIDA BALDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE S[1TENGIH. 8. WOOD BUCKS NOT BY GENERAL IMPACT GLASS & WINDOWS, CORP. WOOD BUCKS MUST BE SOUTHERN PINE WITH 0=0.55. MD SHALL COMPLY WITH SECTIONS 2411.3.3.3 AND 2326 OF THE 2007 EDITION OF THE FLORIDA LADING CODE. MUST SUSTAIN LOADS . IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING. STRUCTURE. 9. :_il *'°;4 i�111? • "� •.` »( - 21;: 1i,.t itfd . i;1` 1�i1- d1 ! 'ilir.!'!•:..: (A) TO EXISTING POURED CONCRETE (M1Am. Pc = 2730 psi.). MIN. EDGE DISTANCE = 2 1/2 ". — 1/4°0 ULTRACON 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT®), THRU 1" P.T. WOOD BUCK TO EXISTING HOLLOW BLOCK WALL (Min. em = 1924 psi,). MIN. EDGE DISTANCE = 2 1/2 °. - 1/4°0 ULTRACON 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (GDMPONETIT elf ), THRU 1•" P.T. WOOD BUCK (C) TO EXISTING 2x P.T. WOOD BUCK. (MIN. G = 0.55) MIN. EDGE DISTANCE = 1". — 1/4°0 ULTRACON 1 1/2° MIN. THREADED PENETRATION, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT ®). (D) TO EXISTING MIN. 1/8" TICK ALUMINUM TUBE (6063 —T5 ALLOY) MIN. EDGE DISTANCE = 1/2". — 1/4 "0 -14 MK SCREW. MIN. 3/4° LONG, AS MANUFACTURED BY TTW BUILDER, INC. (COMPONENT ®). (E) TO DOMING MIN. 12 GAGE (0.106") STEEL MEMBER (ASTM A -500, A -653 OR A -36) MIN. EDGE DISTANCE = 3/8 ". — 1/4°0-14 TEK SCREW, MIN. 3/4" LONG, AS MANUFACTURED BY ITW BUILDER, . INC. (COMPONENT ®). 10. PROVIDE 1/4° MAX. LOAD BEARING SHIM SPACE (TYP.). 11. REMAINING COMPONENTS FOR THESE WINDOWS SHALL BE AS INDICATED ON BILL OF MATERIALS ON SHEET 2. (B) 12. WINDOWS' 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 YAKICArS, 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; LE. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. (8) CONTRACTOR TO BE ABLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING UFE 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 THE CONTRACTOR'S RESPONSIBIURY. (C) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. D) SITE SPECIFIC PROJECTS SHALL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR NE PROPER USE OF NE PAD. ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE PAD., SHALL SUBMIT TO THIS LATTER SITE SPECIFIC DRAWING FOR REVIEW. (E) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Apprwwedas oompigfngwided* Florida • Dote h 20)0 NOA# ZYi" =1 0"3 Miami Dada Product By MIAMI —DADE COUNTY * MAXIMUM DESIGN PRESSURE RATING (psf) FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE DETERMINED BY INSCRIBING FIXED WINDOW SHAPE WITHIN SQUARE "a" x °b" OR RECTANGLE °a" x "b" AS SHOWN IN DOTTED LINES AND OBTAINING MAXIMUM DESIGN PRESSURE RATING (psf) FOR THOSE ALTERNATE SHAPES FROM SCHEDULES ON SHEETS 6, 7 & 8 FOR SERIES 21000 HIGH IMPACT FIXED L MINAIED GLASS WINDOWS. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) P.E. SEAL/SIGNATURE/DATE 02009 IRTHCO INC. /1ifliINC.\ TILUT TOMS * El 10 COMPANY e3 5 N.W. SL Std 305. 4100 0, R 33188 t�l,aea e�t1 -1530 . Fm.: (305)871 -t031 ED- 0008719 WALTER A MLR dr P.E FLORIDA Lie. 44167 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN BY: LA. /RE. 280 WEST 78 ROAD HIA1LEAH. FL 33014 PHONE: (305) 558-8103 FAX: ( 588 -8885 11/02/08 GATE M. 110 124441.6174 ORB 411. A■ 001.14144 09 -201 MARINO No SHEET 1 OF 8 5/8" GASS BTE 3 5/8 GLASS BRIE 1R 5/8 GLASS BRE 0 0 Q 111 fmtg, o GLAZING DETAIL FOR 10 W/O GLAZING DETAIL FOR w/O O GLAZING DETAIL FOR 1p W/ 0 #10x1 1/4° S.M.S ® 12. O.C. GLAZING DETAIL FOR. W /3A GLAZING DETAIL FOR GLAZING DETAIL FOR VV/ ® W/ 0 GLAZING DETAILS SCALE 1 /2" = 1" BILL OF MATERIALS ITEM # DESCRIPTION DIMENSIONS It REMARKS .MATERIAL FRAME HEAD /SILL (2) REQUIRED 6063 —T6 FRAME JAMB (2) REQUIRED 6063 —T6 3 GLAZING BEAD FOR FULLY STRAIGHT FRAME WINDOWS (4) REQUIRED 6063 —T6 ED GLAZING BEAD FOR CURVED AND COMBINATION CURVED /STRAIGHT FRAME WINDOWS (4) REQUIRED 6063 —T6 Q WEATHER STRIPING, ULTRAFAB E -271 (4) AT GLAZING BEAD NEOPRENE 0 WEATHER STRIPING SOUD RUBBER (4) AT GLAZING BEAD NEOPRENE CO WEATHER STRIPING 0.296" HEIGHT, SCHLEGEL SYSTEM, INC., Q375T190 (4) AT GLAZING BEAD NEOPRENE O CORNER FRAME ASSEMBLY SCREWS (2) #8 x 1" PH SMS REQ'D. STEEL Q DOW CORNING 995 ' STRUCTURAL SILICONE Q DOW CORNING 795 STRUCTURAL SILICONE WHITE COLOR SILICONE AT FIXED PANEL FRAME AND FRAME CORNERS. ALL AROUND (EXTERIOR) SEALANT 1/4 "0 ULTRACON BY ELCO CONSTRUCTION PRODUCTS, TO POURED CONCRETE, HOLLOW BLOCK OR WOOD WALL REQ'D. (SEE SCHEDULE) CARBON STEEL 0 1/4 "0 ITW BUILDEX TEK SCREW TO METAL (SEE SCHEDULE) STEEL 0.145" HEIGHT BUMPER SPACER, CUT FROM 3/8 "0 SPHERE, CLEAR 3" FROM CORNERS MAX. AND 12" O.C. (MAX.) AT MID —GLASS BITE ELEVATION FRANK LOWE RUBBEL, GASKET TLB -28, CLEAR. SIUCONE ea 0.211" HEIGHT BUMPER SPACER, CUT FROM 3/8 "0 SPHERE, CLEAR 3" FROM CORNERS MAX. AND 12" O.C. (MAX.) AT MID —GLASS BITE ELEVATION FRANK LOWE RUBBEL, GASKET FLB -35, CLEAR. SIUCONE tb 0.590" (9/16" NOMINAL ) LAMINATED GLASS W/ 1/4" H.S. GLASS + 0.090" SENTRYGLAS® INTERLAYER 4- 1/4" H.S. GLASS INTERLAYER BY: E.I. DUPONT DE NEMOURS & Co., INC. W /NOA 09- 0312.03 • .... • : • • • • . • • ®0.484" (7/16" NOMINAL) LAMINATED GLASS W/ 3/16" H.S. GLASS + 0.090" BUTACITE® PVB. INTERLAYER + 3/16" H.S. GLASS INTERLAYER BY: Co- INC. W O 09-0312.02 & Co., INC. W/NOA 09- 0312.02 • _ •••• • GGtSS • • • • • • • • •• `-' 0.326" (5/16" NOMINAL) LAMINATED GLASS W/ 1/5" H.S. GLASS + 0.090 ", BUTACITE® PVB. INTERLAYER + 1/8" H.S. GLASS INTERLAYER BY: t. Co., DINC. W /NOA 09- 0312.02 •••• • • •. • • • �sS • • • • • • ci FRAME HEAD & SILL 6063 —T6 ALLOY FRAME JAMB 6063 -16 ALLOY .300' 30 GLAZING BEAD FOR FULLY STRAIGHT FRAME WINDOWS 6063 —T6 ALLOY COMPONENTS SCALE 1/2° a 1' • • • 370" • •• • .615" (1YP.) • • • • •• • • • • • • GLAZING BEAD FOR CU D AND COMBINATION CURVED /STRAIGHT FRAME WINDOWS 6063 —T6 ALLOY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved es complying with dr Florida Date 4111 "y . 10 NOAO V7/7=-1 a3 Mani Dade Product amend By MIAMI —DADE COUNTY P.E. SEAL/SIGNATURE /DATE ® 2009 mTECO INC. /1ifliNC.\ NWT TESTING & ENCNEERINO COMPANY 5355 N.W. 3501. gk. St& 3+, MGM ON N 33103 Phone ( 1 -1930 . Few , (30 871 -1531 E8- 0006719 WALTER A. FLORIDA MUT 44187E SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN BY: i.A./R.E. BE ■l ■" ■■ whiMairms 290 WEST 78 ROAD HIALENI, FL 33014 PHONE: (305) 558 -8103 FAX: ( ))1 11/02/09 DATE NON 00 .uE KW No 09-201 DRAWING No 3 SHEET 2 OF 9 °0° FRAME WIDTH SHORT SIDE (SEE SCHEDULE) A/4 1 B /s4 D +Q to OR ® OR // 1 \ DETAIL 1/9--/ .LO. (a) I A/4 • \(- DETAIL 1/9 1 —/ INN N EI w N om ALL AROUND TYP.) MOB J 6' MAX.' —0 +p CASE 1: RECTANGULAR SCALE: 1 /2 ° =1' -0 1/56°= MAX. ANCHOR SPACING (SEE SCHEDULE ON SHEET 9) FOR °a° FRAME WIDTH (SHORT SIDE), °b° FRAME LENGTH (LONG SIDE) AND MAX. D.LO. (a) AND MAX. D.LO. (b) SEE SCHEDULES ON SHEETS 6, 7 & 8. °a° FRAME WIDTH SHORT SIDE (SEE SCHEDULE) A'/51 1D+ DETAIL 2/9 By 5 a A'/5/ DETAIL 1/9- CASE 2: HALF ROUND TOP SCALE: 1 /2 ° =1' —O ar� ALL MOUND TYP,) °a° FRAME WIDTH SHORT SIDE (SEE SCHEDULE) TYPICAL EXTERIOR ELEVATIONS FOR SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOW (SEE NOTE * ON SHEET 1) Approved es complying with dm Fiadda Date 0 010 Hoag o3 Miami Dade Pr Cealnd MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE CASE 3: EYEBROW SCALE: 1 /2° =1' -0 2009 11L=EC0 INC. /1ItEENC.\ NWT TESTWO & ENOINEERINO COMPANY 6383 6.9. $ta. 309, 1lIi606A R 77168 Wwna t -1ti30 . Foa : ( r1 -/631 e- N 6aaana•doom EB- 0006719 FLORIDAA TILLS' F.E. •••• • • •••• • • • • • • •• • •. • • • • • •• •• • • • • • • • • • • •• • • • • • •• FLORIDA BUILDING CODE (H19h Velocity Hurricane Zone SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS II II R- -■ •■ ■■ a■ 1111 ■a -;. 290 WEST 78 ROAD HIALEAH. FL. 33014 P (305) 558 -8103 FAX: (305) 558 -8885 www.galsaralknixtet.com DRAWN BY: I.A. /R.E. 11/02/00 DATE OM ■0 Oee7Yn0a am[ •a4 w lasaalPOS oaa 09-201 DRAWING No a SHEET 3 OF 9 1 /21" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIAM DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA (0.1061 MINIMUM WALL THICKNESS 8 s c d MN. ED. (SEE NOTE 9/1) Ord 1 J4" mAx. BEYOND `I 0°R 0R BEYOND A t SHIM SPACE CONT. (TYP.) OPTIONAL ALUMINUM/NYLON ANCHOR COVER BEYOND BEYOND MIN. 2 °x4" P.T. W000 BUCK I/4" MAX. SHIM SPACE MIN. THREADED PENETRATION (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK REVD. MIN. EMBEDMENT. (SEE Ott_ 9/1) MIN. THREADED PENETRATION 1xP.T. WOOD BUCKS (SEE NOTE 9/1) (SEE NOTE 8/1) MIN. E.O. . SEE NOTE 9/1 1/4" MAX. SHIM SPACE BEYOND BEYOND 1" z 0 ° a 0' BEYOND BEYOND OPTIONAL ALUMINUM /NYLON ANCHOR COVER 1/4° MAX. SHIM SPACE O CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP.) POURED CONCRETE OR CONCRETE BLOCK REQ'D. 1/4" MAX. SHIM SPACE MIN. EMBEDMENT. • SEE NOTE 9/1) .' 7iti'7JWJrwsl MIN. 2°x4" P WOOD BUCK (TYP.) 4" Max. SHIM SPACE • SECTION A —A SCALE: 3/8 "=1" POURED CON OR CONCRETE BLOCK REQ D. MIN. EMBEDMENT. (SEE NOTE 9/1) CONT. (TYP.) 4` • 1 tcP.T. WOOD BUCKS (SEE NOTE 8/1) D.LO. (o) "o" FRAME WIDTH (OR SHORT SIDE. SEE SCHEDULE) O COW. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER t /4" MAX. SHIM SPACE D 1" RT. W000 BUCK (SEE NOTE 8/1) 1/tr MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063: I SAIAMI DADE COUNTY APP WON (CND" - :TE APB) OR BY °VIERS,,SHALL CC � • 1. TO ASTM A6001 A683 OR Asd' '12 GA 1(0.1801 MINIMNM.`htAk10 THICKNESS. ..•. .. . • .. • d • •••• • •. •• • • • • • • •• • •• •• • • • • • • • • • • • MIN. E.D. SEE NOTE 9/1 �� (a) -Fa" FRAME WIDTH (0R SHORT SIDE, SEE SCHEDULE) SECTION B —B SCALE: 3/8 " =1" s ffi ills w3m Kim Jtao r m I NOAt# r..�du 4 03 Muni Dade Product Cbn1Yo1 By MIAMI —DADE COUNTY 1Y117/4? P.E. SEAL/SIGNATURE/DATE 2009 11LTEC0 1t4C. /iitii.c.\ TILUT TESTING & ENGINEERING COMPANY e309 NY. 36th. St. Ste 308, MOM MOEN% R 33195 Phew t M0871 -1830 . Fax s (3011971 -1031 •-mdk 800010mtaxx EB- 0006719 WALTER A. 11LUT Jr P.E. FLORIDA Lit. 44167 • • • • •• • • • • • •• FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN BY: I.A. /R.E. • s• • • • • • • •• 290 WEST 7B FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8865 www.garerollnipact.com 11/02/09 DATE Kt 5X ORE RW M 09-201 DRAYINB Na • • • SHEET 4 OF 9 • t /8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA (0.108") MINIMUM WALL THICKNESS. (SEE NOTE 9/1) �rrT�.a2 1 1 /4 MAX. {SHIM SPACE W 8 0 J BEYOND 10 at @ CONT. (TYP.) oP11oNAL ALUMINUM /NYLON ANCHOR COVER BEYOND 10 OR ®oR BEYOND BEYOND t /4° MAX. SHIM SPACE MIN. THREADED PENETRATION (SEE NOTE 9/1) MIN. 2°x4" P.T. WOOD BUCK MN E.D. "(SEE NOTE 9/1; f POURED CON OR CONCRETE BLOCK REQ'D. MIN. EMBEDMENT. (SEE 9/1) 1 xP.T. WOOD BUCKS (SEE NOTE 8/1) 1/4. MAX. SHIM SPACE BEYOND BEYOND C) OR@;#O Z \� 9 c 10 OR �OR w BEYOND BEYOND MIN. THREADED PENETRATION (SEE NOTE 9/1) 1/4° MAX. SHIM SPACE 0 CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP-) POURED CONCRETE OR CONCRETE BLOCK REM. 1/4- MAX. SHIM SPACE MIN. 2'x4° P WOOD BUCK OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP.) O CONT. (TYP.) 4" Max. SPACE MIN. EMBEDMENT. (SEE NOTE 9/1) POUND CONC OR CONCRETE BLOCK REQ'D. SECTION A'—A' SCALE: 3/8 " =1° 1 xP.T. WOOD BUSKS SEE NOME 8/1) D.L.D. (a) °a° FRAME WIDTH (OR SHORT SIDE, SEE SCHEDULE) CI CONT. (TYP.) OPTIONAL ALUMNNUM /NYLON ANCHOR COVER —D.LO (a) -+•°a° FRAME WIDTH (OR SHORT SIDE, SEE SCHEDULE) SECTION B' B' SCALE 3/8 °=1 1' P.T. WOOD BUCK (SEE NOTE 8/1) 1/8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 6083 —T5 MIAMI DADE COUNTY APPROVE® •AlUWON (UNDER SEPARATE APIs IJW'OR QUIET* BY d! O ASSTM A OTHERS lFOR A63 OR A38WIWI42 GA €0.1 Oai) MINIM41• •TMCKNESS. • II I it 1 t1 1 II • ? MIN. E.D. SEE NOTE 9/1 N I 4141•11 •• • • • • • • •••. • •• •• • • • • • • •• • •• •• • • • • • • • • • • • • •• • • • • • •• FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved Florida1 . Date • NOMA - ]CC� Miami Dade Product B vaE� onmptying wilt the 2.010 03 MIAMI —DADE COUNTY P.E. SEAL/SIG 4?/ ATURE /DATE ® 2009 111.TECO INC. /1i1iNC.\ TILUT TEST1WG a1 ENOINEERINO COMPANY 6355 N.W. 305. •If3X401 MOM, , 1 33168 Phone a (41u+ryaN —t530 . Fm, : (305)871 -1831 r—meik bitaxoml.com E9- 0006719 WALTER A. TLLLTT Jr P.E. EU:N A c. 44157 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS 200 WEST 78 ROAD HIALEAH. FL 33014 PHONE: 305) 553 -8103 FAX: (305) 558-4085 SOgq Kt AO 010E 8514 8. DRAWN BY: L.A. /R.E. 11/02/09 DATE 09-201 DRAWING No • • 8 SHEET 5 OF 9 • • "a" "b" W psf + W psf - MAX. D.L.D. 18" • 130 154 OR 24° 130 154 30" 130 154 ) (LONG SIDE) 36` 130 154 42" 130 . 154 04° 48 130 154 54" 130 154 60" 130 154 66" 130 154 36" 72" 130 154 76" 130 154 84" 130 154 18" 90" 130 154 98' 130 154 154 • 102" 130 154 78' 108' 130 154 • 114" • 130 154 120° 130 154 _ 126" 130 154. 132" 130 154 138" 130 154 144" 130 154 60• 150" 130 154 156' 130 154 162° 130 154 168' 130 154 72° 174" 130 154 180" 130 154. MAXIMUM FRAME WIDTH "a" AND LENGTH "b" VERSUS DESIGN PRESSURE RATING "W' "a" db" W psf + W psf .� MAX. D.L.D. 24° 130 154 OR 30" 130 154 36" 130 154 ) (LONG SIDE) 42" 130 154 48" 130 154 04° 54" 130 154 60" 130 154 66° 130 154 72° 130 154 36" 78" 130 154 64" 130 154 90" 130 154 • 24" 96" 130 154 102° 130 154 • 108" • 130 154 78' 114" 130 t54 • 120" 130 154 126° • 130 154 _ 132" J 130 154 138° 130 154 144° 130 154 • 150° 130 154 60• 156" 130 154 162° t30 154 168" 130 154 174" 130 154 72° t80" 130 154 186" 130 154 192' 130 154 196° 130 154 MAXIMUM DAY LIGHT OPENING (D.L.Oj FORA GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ EACH END OF GLASS MAX DAY LIGHT OPENING (D.LO.) Formula MAX. D.L.D. 02 + 0 $ 20 + 0 130 (a) OR "a"- 3.526" (SHORT SIDE) O + 0,0+ MAX. D.L.D. o +0 =0 +0 154 ) (LONG SIDE) OR f0 + ® , i0 + * "b "- 3.526" SCHEDULE VALID FOR ALL SHAPES WITH GLASS a" "b„ W psf + W psf 30° 30e 130 154 36" 13e 154 42" 130 154 48° 130 154 54° 130 154 60" 130 154 66" 130 154 72" 130 154 78" 130 154 84° 130 154 90" 130 154 96' 130 154 102° 130 t54 108' 130 154 114" 130 154 120' 130 154 126° 130 154 • 132" 130 154 138" 130 154 144" 130 154 150' 130 154 153" 130 154 156° 130 154 162" 130 154 1a° 130 154 174" 130 154 160° 130 154 186" 130 154 192° 130 154 198" 130 154 ` "q„ _ "b" W psf + W psf - 36" 130 154 42" 130 154 48" 130 154 54" 130 154 60" 130 154 04° 66' 130 154 72' 130 154 78' 130 154 , 84" 130 154 36" 90" 130 154 96" 130 154 102' 130 154 106" 130 154 114" 130 154 601 120° 130 154 78' 126" 130 154 • 132" 130 154 138" 130 154 _ 144" 130 154 150" 130 154 156" 130 154 162" 130 154 60• 166" 130 154 DIMENSIONS LEGEND f 0 j 1-1- 13. OL0 (b) Q "c" �OL01(a)L _ A _ "a" "b" W psf + W psf - 42' 130 154 48" 130 154 54" 130 154 60" 130 154 66° 130 154 04° 72" 130 154 78" 130 154 84" 130 154 90' 130 154 . 42" 96° 130 154. 102" 130 154 108° 130 154 114° 130 154 120" 130 154 601 126° 130 154 78' 132" r 130 154 138° 130 154 142" 130 154 _ 48" 130 154 54" 130 154 60' 130 154 66" 130 154 60• 72° 130 154 78" 130 154 84° 130 154 90" 130 154 72° 95" 130 154 96" 130 154 •102° 130 154 108" 130 154 114° 130 154 120° 130 154 __125" 130 152 "a" "b" W psf + W psf - 54" 120.3 142.5 60" 120.3 142.5 66° 120.3 142.5 72" 120.3 142.5 78" 120.3 142.5 04° 84" 120.3 142.5 90" 120.3 142.5 96" 120.3 142.5 102" 120.3 142.5 i 08" 120.3 142.5 111" 120.3 139 60° 108.3 128.3 66° 109.3 128.3 72" 108.3 128.3 601 76° 108.3 128.3 78' 108.3 128.3 84" 108.3 128.3 • 90° • 108.3•. •121.3 96` • 108.3• • .y0.3 100" 108.3. 111.3 66" 98.5 • ,.1 067 72° 98.5 • ••1146167 60• 78" 98.5 • 176.6 64° 98.5 I, il1Pg.6 90" 98.5 • 1;6.6 72' 90.3 4 '• 1019 72° 78" 90.3 106.9 83" 90.3 106.9 •••• • • •••• •• • • • • • •• • •• • • • • • •• •• • • • • •• • • • • • •• • • • • • •• FLORIDA BUILDING CODE (High Velocity Hurricane Zone Approved Flodda Date NOA# Miami Dade Pr coraPlYinS WAG* 20 IC) O By MIAMI -DADE COUNTY i P.E. " NATURE /DATE m ZINI9 TILTEGO INC. / IL ECOINc. T1LLIT TESTING & X8110 MANY CNN ILAL 6%. Es 305, WWWW CAROM Fl 341188 Plum (308)871-1530 . Roc (301%171,-1031 EB- 0006719 WALTER A. TIWT . r. P.E. FLORIDA Lie 44167 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN BY: 1JI./LE. e■ ■■ ■e ■e mi ■e -4•;1 290 6E57,78 ROAD HW.EAN. R. 3301* 131+01ft (30s 558 -6103 leer `� samsrarsimarnows •W. :0 J e� 11/02/09 DATE 1 z14 09-201 DRAWING N• 3 SHEET 6 OF 9 "a" "b" W psf + W psf MAX. D.L.O. 18" go 90 OR 24" g0 90 30" 90 90 (b) 36" go . 90 Q + ®,Q +g 42" go 90 48" 90 90 54" 90 90 60" 90 90 42" 66" 90 go 36° 72" 90 90 78" 90 90 84" 90 90 18` 90" 90 90 96" 90 90 90 102" 90 90 108" 90 90 114" 90 90 ° 120" 90 g0• 76° 126" 90 90 132" 90 90 138' 90 90 144" 90 90 48" 150" 90 90 156" 90 90 162" 90 90 168° 90 90 174" 90 90 180" g0 90 MAXIMUM FRAME WIDTH "a" AND LENGTH "b" VERSUS DESIGN PRESSURE RATING "W" SCHEDULE VALID FOR ALL SHAPES WITH GLASS "a" "b" W psf + W psf - MAX. D.L.O. 24" 90 90 OR 30" g0 90 36° 90 90 (b) 42" 90 90 Q + ®,Q +g 48" 90 90 54" 90 90 60' 90 90 66" 90 90 42" 72" 90 90 36° 78" 90 90 84° 90 90 90" 90 90 24" 95° 90 90 102" 90 90 108" g0 90 114' go 90 120" 90 90 ° 126° 90 90 76° 132" 90 90 138" go - 90 144" 80 90 150° 90 90 48" 156" 90 90 162" go 90 168" 90 90 174" 90 90 180" 90 90 186" g0 90 191° 90 90 MAXIMUM DAY LIGHT OPENING (D.L.O.) FOR GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ EACH END OF GLASS MAX. DAY LIGHT OPENING (D.LO.) Fonda MAX. D.L.O. ® .FO,® +0 90 (a) OR • " • -3.526 „ (SHORT SIDE) ® + ® , ® + g MAX. D.LO. O +Q, O1 +0 90 (b) OR "b "- 3.526" (LONG SIDE) Q + ®,Q +g `4" "a" "b" W psf + W psf 30' 90 90 36° 90 90 42° 90 90 54" 48 90 90 `4" 90 90 60° 90 90 66" go 90 72° 90 90 42" 78° 90 90 36° 64" 90 90 90' 90 90 96" 90 - 90 30° 102" 90 90 108° 90 90 114" 90 90 120" 90 90 126" 90 90 ° 132" -90 90 76° 138" 90 90 144° 90 90 156" 90 90 153" 80 90 48" 156" 90 90 162" go -90 168" 80 90 174" go 90 179 90 90 "a" "b" W psf + W psf - 36" 90 90 42" g0 90 48° 90 90 54" 54" 90 90 60° 90 90 66° 90 90 72" 90 90 78" 90 90 42" 84" 90 90 36° 90' 90 90 96" 90 90 102" 90 90 108' 90 90 114" 90 90 120" 90 90 126" 90 90 132" 90 90 ° 138° 90 90 76° 144" g0 go 150° 90 90 152" 90 90 DIMENSIONS LEGEND $ O 1 "b° Ij FoLo (b) 9 a DLO! (a) O "a" "b" W psf + W psf 42" 90 90 46" 90 90 54" 90 90 54" 60" 90 90 66° 90 90 72" 90 90 78° 90 90 84" 90 90 42" 90" 90 90 96° 90 90 102° 90 90 108" 90 90 114° 90 90 120" go 90 126" 90 90 ' 130° go 90 48" 90 90 ° 54" 90 90 76° 60° 90 80 66' 90 90 72" 90 90 78° go 90 48" 84" 90 90 90" 90 90 95" 90 90 96" 90 90 102° 90 90 108" 90 90 114" 90 90 "0" "b" W psf + W psf 54° 83.3 83.3 60" 83.3 83.3 66" 83.3 83.3 54" 72° 83.3 83.3 78" 83.3 83.3 84" 83.3 83.3 90° 83.3 83.3 96° 83.3 83.3 101" 83.3 83.3 60" 75 75 86' 75 75 72" 75 75 76° 75 75 78" 75 75 84" 75 75 90° 75 75 66" 68.2 68.2 ° 72" 682 • • 98.2 76° 68.1 • • •68.2 66 78° 68.2• ••88.2 63" 681. '98.2 72" 62.E e • e b2.5 72" 76° 62.5. • • •62.5 • • • • • • • • • • •• • •••• • •••• • • • • •• • • It • • •• •• • • • •• • • • • • •• • • • • • •• FLORIDA BUILDING CODE (High Veloci Hurricane Zone • • • • • •••• • • •••• • • • • Approved as complying with i Flori ' Date 2© 10 N� . o43 Miami Dade Prat Control BY MIAMI -DADE COUNTY / %7,/ ?9 P.E. S GNATURE /DATE 0 2099 Ta.TECO MC. /1tENC.\ TIWT TEST1NO & EKOINEERINO COMPANY 8388 !L& 301. 9t°. 30. WM" OM" R 33101 Phone : po3 'i1 -1830. Rots (008)871 -1831 ED- 0006719 WALIER A. IILLT Jr„ P.E. FLORIDA 44167 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS -1m 290 WEST 78 ROAD H4kEAH, F1. 33014 PHONE 303) 558 -8103 FA% 305) 558 -6685 NM No DRAWN BY: 4A. /R.E. 11/02/09 DATE 09-201 DRAWING Na i SHEET 7 OF 9 • "a" "b" W psf + W psf — MAX. D.L.O. 18" 75 75 OR 24" 75 75 30" 75 75 (b) 36" 75 • 75 ®+@,0+0 42" 75 75 42" 48° 75 75 54" 75 75 56" 60° 75 75 66" 75 75 30' 72" 75 75 90" 78" 75 75 84" 75 75 24" 90' 75 75 18" 96" 75 75 69.4 108" 102" 75 75 114' 108' 75 75 120' 114" 75 75 126" 120" 75 75 132" 126" 75 75 138" 132" 75 75 144" 138' 75 75 150" 144" 75 75 156" 150" 75 75 162" 156" 75 75 168" 162" 75 75 174" 168" 75 75 180° 174" 75 75 185" 180" 75 75 MAXIMUM FRAME WIDTH "a" AND LENGTH "b" VERSUS DESIGN PRESSURE RATING "W' SCHEDULE VALID FOR ALL SHAPES WITH GLASS "a" "b" W psf + W psf MAX. D.L.O. 24" 75 75 OR 30" 75 75 36" 75 75 (b) 42" 75 75 ®+@,0+0 48" 75 75 42" 54" 75 75 60" 75 75 56" 66" 75 75 72" 75 75 30' 76" 75 75 90" 84° 75 75 90" 75 75 24" 96' 75 75 102' 75 75 75 69.4 108" 75 75 449.4.6 i 114' 75 75 ••1 120' 75 75 92IS i • 126" 75 75 132" 75 75 ... 82y.� • 138" 75 75 144" 75 75 150" 75 75 156" 75 75 162" 75 75 168" 75 75 174" 75 75 180° 75 75 185" 75 75 MAXIMUM DAY LIGHT OPENING (D.L.O.) FOR A GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ EACH ENO OF GLASS MAX. DAY LIGHT OPENING (D.LO.) Formula MAX. D.L.O. 0 +®,0 +0 75 (°) OR "a "- 3.526" (SHORT SIDE) ® + ® , 0 "I. MAX. D.L.O. Q +0,0 +03 75 (b) OR "b "- 3.526" (LONG SIDE) ®+@,0+0 54" "a" "b" W psf + W psf — 30" 75 75 36' 75 75 42' 75 75 48 ". or 75 75 54" 75 75 42" 60" 75 75 86" 75 75 56" 72" 75 75 78" 75 75 30' 84' 75 75 90" 75 75 74 96' 75 75 54" 102" 75 75 108' 75 75 69.4 114" 75 75 449.4.6 i 120' 75 75 ••1 126" 74 74 92IS i • 132" 72 72 138" 71 71 ... 82y.� • - 144" 71 71 148" 70 70 ` "a" "b" W psf + W psf — 36° 75 75 42" 75 75 4.8" 75 75 48 ". 54" 75 75 60" 75 75 42" 66" 75 75 72" 75 75 56" 78" 75 75 84" 75 75 90' 75 75 96' 74 74 102" 69 69 54" 108' 65 65 114" 62 62 69.4 120° 59 59 449.4.6 i 123" 58 58 "a" "b" W psf + W psf — 42" 75 75 48" 75 75 54" 75 75 48 ". 60" 75 75 66" 75 75 42" 72" 75 75 78" 75 75 84° 75 75 90' 75 75 96" 69 69 102' 63 63 105" 61 61 DIMENSIONS LEGEND "b" L 0 DLO (b) o Et f DLO!' (a) 0 Air 1 a .a a "a" "b" W psf + W psf 48" 75 75 54' 75 75 60" 75 75 - 48 ". 66' 75 . 75 72" 75 75 78 ". 75 75 84" 75 75 90" 70 70 . 92" 69 69 54" 69.4 69.4 60" 69.4 69.4 ' 66" 69.4 69.4 54" 72" 69.4 69.4 78" 69.4 69.4 82" 69.4 449.4.6 i .60" 62.5 ••1 60' 66' 62:5 92IS i • 72' 62.5.!•• 74' 62.5 ... 82y.� • • • • • • • • • • • •• • •••• •••• •• • • • • • •• • •• • • • • • •• •• • • • • •• • • • • • •• • • • • • •• FLORIDA BUILDING CODE (High Velocity Hurricane Zone) APProved es oogapiying with dr Florida : NO ± -- C c 4' 0 a�m1 By MIAMI —DADS COUNTY IGNATURE P.E. SEAL/ / /DATE 02009 TILTECO INC. IL ECO INC. \ TIWT TESTO1O & 6N6EERN° COMPANY 6355 N.V. ES41— aJi� m.o. 1301)•71-41:130 . : MAXIMUM ANCHOR SPACING SCHEDULE "S" SUBSTRATE ANCHOR TYPE NEGATIVE DESIGN LOAD (Pe) HEAD /SILL JAMB CONCRETE OR BLOCK (sEE bum a& & 9e/1) 1 /4 "0 ULTRACON ® 75 or less 9" O.C. 12" 0.C. > 75 up to 90 9" O.C. 11 1/2" O.C. > 90 up to 130 8" O.C. 8." O.C. > 130 up to 154 6 1/2" 0.C. 6 1/2" O.C. WOOD (SI NME 9C/1) 1/4 "0 ULTRACON 0 75 or less 9" O.C. 9 1/2" O.C. > 75 up to 90 • 8" 0.C. 8" 0.C. > 90 up to 130 5 1/2" 0.C. 5 1/2" O.C. > 130 up to 154 4 1/2" 0.C. 4 1/2" O.C. METAL (SEE mart gih &w./1) 75 or less 9" 0.C. 12" 0.C. 1/4 "0 TEK SCREW > 75 up to 90 9" 0.C. T2" O.C. > 90 up to 130 8" O.C. 8" 0.C. > 130 up to 154 7" 0.C. 7" 0.C. CONT. ALL AROUND SPOT WELD ER -4043 CONT. ALL AROUND TYPICAL CORNER FRAME CONNECTION (TOP) DETAIL 2 SCALE 3/44 =1 " TYPICAL CORNER FRAME CONNECTION (TOP & BOTTOM) DETAIL 1 SCALE 3/4 " =1" ) #B x 1" PH S.M.S. Approved= eolityL1gwah ts Florida • Cate Date �� ! GMO NOM 0 - _ p Minxi „ Prue wl ©3 By MIAMI —DADE COUNTY IGNATURE P.E. SEAL/ / /DATE ©2009 TILTECO INC. /1itEZ'ic.\ TILLIT TESTING & ENGINEERING COMPANY 0399 N.� 3 . 5;., she. 303, I CIA HISS. R 33169 Phain � C3W)871 -1830 . Fay : (300)071 -153 , E9- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Lk. 44167 • .. • • 0000 • • • • .. .. • • • • • • • • .. .. • 0000 • • 0000 .. . .. • • 0. • .0 • .. • • .. 0. . • • • 0. • • • • • .. • .. • FLORIDA BUILDING CODE (High Velocity Hurricane Zone SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN ay: I.A. /R.E. mrlwilaWILirms 280 WEST 76 ROAD PHONE <305)555 -8103 FAX: (305) 558 -6865 Pwi.generairnpact.corn 11/02/09 DATE REV. 90 KV. Ns 09-201 DRAWING No 3 SHEET 9 OF 9 4 1/2" MAX. HEAD /SILL CORNERS 39 3/8" MAX. FRAME WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED SERIES RD45 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 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 REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. ij II if II / - - -LI / 1 D N w 'a 10 ACTIVE \ _ 25 3/4" D.L. OPG. 35 3/4" MAX. LEAF WIDTH (X) M rn o V 75 3/8° MAX. 4 1/2" MAX. HEAD /SILL CORNERS SURFACE APPUED FALSE MUNTINS MAY BE USED / \ FRAME WIDTH 2 1/2" 2 1/2" FF 2 1/2" 25 11/16" D.L. OPG. MAXIMUM DESIGN LOAD RATING = + 80.0' PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 80.0 PSF AS ALLOWED BY FBC 72" MAX. DOOR OPNG. WIDTH , // / / / / ACTIVE 25 11/16" D.L. OPG. (0 N THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300- 02/04(3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 Engr. ARSHAD VIQAR CML FLA, PE J 38863 CAN. 3538 PRODUCT RENEWED as complying with the Florida Built); Code Aeeop=ce No 0 ' U 4" 1 L z .J cc o go ••• P v..•• • v•]• • �j • • I•••••.• N 03 u'1 OA • • • j_ 1,4* N1•• •• •D N ...• ^� • i Irk • • ip• s•• • �• � -J.� • • o • f O Q •, •• •-■ in C 0 N 0 a •U 0 d v 1 z 0 U 8 m IJ a Z 0 REV. PER BCCO COMMENTS ENGR. NAME REV. 0 O 't7 g 0 8 O 0 0 O 0 0 0 • < CO U 0 0 0 0 dr. by: HAMIO u u drawing no. W04 -37 (sheet 1 of 10 (sheet 2 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 '8' 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 WI FRAME WIDTH 3 2 0 z= 1- r \\ 39 3/8' MAX. FRAME WIDTH 33 3/8" D.L. OPG. 12" MAX. 4" MAX. HEAD /SILL HEAD /SILL CORNERS 0 1 1 II II / II - - -k-. - II/ I( SURFACE APPLIED FALSE MUNTINS MAY BE USED WI (SINGLE DOOR FRAME WIDTH) = ACTIVE 25 3/4" D.L OPG. 35 3/4" MAX. LEAF WIDTH (O /X) WI + 1-5/8' 2 75 3/8" MAX. FRAME WIDTH 69 3/8" D.L. OPG. 12" MAX. HEAD /SILL SURFACE APPUED FALSE MUNTINS MAY BE USED 7/ jV II I1 / II I I/ /1 // // 1 f 25 11/16" D.L. OPG. 72" MAX. DOOR OPNG. WIDTH (O /XX) ACTIVE 4' MAX. HEAD /SILL CORNERS 1 2 to -2 1- 20 N 1n as 25 11/16" D.L. OPG. Engr. ARSHAD VICAR CML FLA. PE / 38863 C.A.N. 3538 MAY 0 6 2009 2 my, z o n PRODUCT RENEWED as Complying with the Florida Code O 6,30.O Mkini Division Product Control U o 3 Z N csa rx W u O •P ego g!" iLa z• W• rdl.•�•vt in I.1 • P7 �1 'n v • -.1 1n fir nite:j N .In t€ A,•0 Q .3 X12 r .. v eg•Q am (NI c c 0 J N 4) 0 2 0 0 0 m d W 0 REV. PER BCCO COMMENTS ENGR. NAME REV. c O d 0 .O 0 0 8 0 0 .fl 0 0 0 0 0 0 ) drawing no. W04 -37 •• • •• • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • •• DESIGN LOAD CAPACITY — PSF SIDELITES GLASS TYPE SIDELITE WIDTH FRAME HEIGHT 'A' & 'B' INCHES INCHES EXT.( +) /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 38-5/8 91 -5/8 80.0 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' II II 11 u I II 1I II I II SURFACE APPUED FALSE MUNTINS MAY BE USED NOTE: FOR 000RS 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. D.L. OPG. (0) io 2 1/4' MAX. HEAD /SILL CORNERS SIDELITE WIDTH MAX. SEE CHART AT LEFT 2 1/2" 2 1/2" LL a O J O li II II I II II II li II 4J, D.L. OPG. TIT 75 3/8' MAX. FRAME WIDTH \ I II v I ` INACTIVE 25 11 /16' D.L. OPG. ACTIVE 25 11/16' D.L. OPG. 72' MAX. DOOR OPNG. WIDTH / SIDELITE WIDTH MAX. SEE CHART AT LEFT D.L. OPG. AL- FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX. (305) 262 -6978 COMP- ANL \W04 -37RCJ ) N CD •1 Engr: ARSHAD 'A0AR CIVIL FLA. PE # 38863 C.A.N. 3538 MAY 0 6 2009 PRODUCT RENEWED as Complying with the Florida Bu."dios Cade Acceptance No 0 Explmtion Date Miami P' Product Control D .+isioa C ) c 0 a 0 -0 0 v 0 a GENERAL REVISION REV. PER BCCO COMMENTS z .0 ftl c 0 N 0 O 0 0 0 O O O 0 O 0 m 0 O 0 a, .o a u drawing no. W04 -37 (sheet 3 of 10 • •• • •• • • •• • • •• • • ••• • • •• • •• • • • • • • •• • •••••• • • • • (sheet 4 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 82- 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 N 1: ACTNE.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 12- 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'D. GLASS .090" INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. GLASS z SILICONE DOW CORNING 795 DOW CORNING 995 GLASS TYPE 'A' 5/32" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" INTERLAYER DUPONT 'BUTACITE' PVB 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 1ffi 0 et 0 GLASS TYPE 'B' / GLAZING DETAIL AT DOOR LEAF GLAZING OPTIONS Engr: ARSHAD VI LIAR CIVIL FLA. PE # 38883 C.A.N. 3538 MAY 0 6 2009 GLAZING DETAIL AT SIDELtTE PRODUCT RENEWED as Csgsplying with the Florida Beldisc3 Code A. t :eNoO i ' it'''saa Da o By Division 0 z o W CC a d O w d re a 0 ✓ o � ag O 0..Qcl Q O a N o a �3 V.11 Lkr FAX. (305) 262 -6978 COMP- ANL \W04 -37RC t ) v N • Q r • 1:1.,0.0 •• . • • •z • a • . • "• • .• •ze• I=- • N i• • m. r •vl • • •Q 'cc ^ +) T c • •�•.O N • °VS ∎11 " rn • • •• M. In N N g . • ( c 0 U 43 v a 0 41 PER BCCO COMMENTS a d O r—. 0 0 0 0 a 0 0 m U O u drawing no. W04 -37 •• sheet 5 of 10 ) W 0 0 2 ■ TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2 N 0 a 0 • 0 EXTERI OR uI ut 1/2" MIN. THROW BOLT PENETRATION a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 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/ " DIA. ILTI KWIK —CON 1I (Fu =163 KSI, Fy =157 K51) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1-1/2" MIN. WOOD PENETRATION THRU 1BY WOOD BUCKS INTO MASONRY OR CONC. 1-1/4" MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO MASONRY OR CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 1/4" DIA TEKS OR SEC 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 P51 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. En9r. ARS4 D 4'1QAR CM. RA. PE # 38863 C.A.N. 3535 MAY 0 6 2009 PRODUCT RENEWED as nazi /tying with the Florida Building Code � ;°e4•e4 lly Miami ►.. Product Bin isira Z °D a2 JJ • W 0 cv Cr Q LL • t o O ' g O Lit F4 0 • tn W� raj. 11, DI WYf� O J ell Q uzigi C ) J Vl ••• • ••• • • •• • 1 • •• • • • • c 0 V L 0 a. 0 0 a .c u 8 m a W K 0 g, REV. PER BCCO COMMENTS ENGR. NAME REV. 01 O 0 0 ai 0 0 0 0 0 01 U D b 8 1 drawing no. W04-37 TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE c TYPICAL ANCHORS SEE E FOR + ACING 1/2" MAX. SHIM EXTERIOR D.L. OPG. LEAF WIDTH FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK 1/2° MAX. SHIM INACTIVE (x) LOCKS SEE SHEET 4 FOR DESCRIPTION 1/2° MAX. SHIM LOCKS SEE SHEET 4 FOR DESCRIPTION ACTIVE D.L. OPG. LEAF WIDTH D.L. OPG. LEAF WIDTH EXTERIOR FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/4° MAX. SHIM Engr. ARSHAO VIDAR CIVIL FLA. PE i 33863 C.A.N. 3538 PRODUCT RENEWED as co npiying with the Florida Building Cc& Acceptance No • � - 0W20• aviration Date.m_ 9z O7 w M. MAY 0 6 2009 BY Maud Diviq %In •, Product Control N1 1 a 3 ZJ a. 2 0 U C) z at m N J I l •2 Q's' • D + � . • • vim • • •' • •• ter a • N • v N • r. r Q • •. , i . ' . • 1 i< i' • seq•Z^ M •j• • .41, •3 , ' 1 3 _.i. "' • '�° z � g.•• • 0.) ...• C3 o 5• r . N a' N - .. • 0 0. v 0) v I1 W 0 0 U O m GENERAL REVISION REV. PER BCCO COMMENTS ENGR. NAME REV. a .0 C 0 0) m m 0 v i3 0 0 0 0 0 0 o < 0 0 f O 8 O 0 1 Y a 0 L a u drawing no. W04 -37 sheet 6 of 10 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • is ° • Li • • • • O c 0 W � ll (O /X) (O /xx) 114 X 1" SELF DRILLING SCREWS AT 4" FROM ENDS AND 12" O.C. MAX. • ae • 1 /2" MAX. GAP D.L. OPG. TRANSOM WIDTH EXTERIOR Engo ARSHAD VICAR MIL FLA. PE 1 38853 CAN. 3538 MAY 0 6 2009 °DUCTRENEWED corpiymg with the Florida ram No "Jr - O4o3O. =Date : IG r i ii D. r Product Control ion J Z N (1) N ogi •• W . • 1 O • $• . •�° • • V • 1•�•410 • 1 • Z• �.�, I •� Q • • • 1 441 • • •1 •• '� c4* In • ii •.1 F- N .•) • ••4•C n 1+7 ij• • •• • CI CI • • •o •.. j •t Ifl �•Y • • V O • .. co NN �• 1• • c to 0 2 O c 0 n U 0 REV. PER BCCO COMMENTS 0 0 0 O 0 0 0 0 0 0 ei 0 0 0 1 $ 1 0 v° 0 1.1 0 • • 1 u drawing no. W04 -37 (sheet 7 of 10 • •• • • • • •• • • • • • t ) 2 IDELITE FRAME H 2 N 2 x N i in TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 • 4 1/2" MAX. SHIM D.L. OPG. SIDELITE WIDTH 1/8" MAX. sr EXTERIOR D.L. OPG. . LEAF WIDTH DOOR FRAME WIDTH (DOOR W/ SIDEUTE) Engr: ARSHAD HOAR CML FLA. PE. I/ 38883 C.A.N. 3538 MAY 0 6 2009 PRODUCT RENEWED es complying with the Florida � c -o630.0 Hate hroami . -Produ fx Control Dw siren FAX. (305) 262 -6878 COMP- ANL \W04 -37R J a: 0 •Q •• • th •22 • . 2 •Q? • d' • 0 • •N • W N U o N N W m'• • • sK o • • 65 •71 • • Vl •K • • a •x • • 9> 4, • • a— < • • • • • i= Win • • • a 1 N ,• • • 317• Z iegetu4.• ••• • • - • • • •• • • • V- •1. • fiCV 3 • C 0 a 0 ra o REv. PER BCCO COMMENTS 0 z } I.Q O O 0 5 4) 0Q • `_ O S 0 O O 0 O U O 1 o_ S-1 ) drawing no. W04 -37 (sheet 8 of 10 4.000 COMP- ANL \W04- 37RC�I ITEM # NUMBER REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 3.770 125 3.750 100 E1 RD45 -023 1 FRAME HEAD 6005 -T5 - 3•0 .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) 264-8100 FAX. (305) 262 -6978 1.625 2.125 j E3 RD45 -022 2 FRAME JAMB 6063 -T6 - 1.813 TYP. 938 E4 R045 -004 1 /LEAF TOP RAIL 6063 -T6 - E5 RD45 -021 1/ LEAF BOTTOM RAIL 60 63 -T6 090 t TYp' E6 RD45 -006 2/ LEAF HINGE STILE /INACTIVE LEAF LOCK STILE 6005 -T5 - la TRANSOM 687 Ix = 1.988 uv\a Sx = 0.873 IN \3 SIDELITE JAMB HEAD /SILL E7 RD45 -002 2 VERTICAL JAMB STOP 6063 -T6 Ix = 2.610 IN \4 1.875 Sx = 1.363 IN \3 E1 DOOR HEAD --rr �+ SIDELITE .572 HEAD /SILL TRANSOM JAMB E8 RD45 -010 AS REOD. GLAZING BEAD (LAM. INSUL. GLASS) 6063 -T6 E9 RD45 -007 AS REOD. GLAZING BEAD (LAM. GLASS) 6063 -T6 - Et0 RD45 -017A AS REOD. LOCK STILE ACTIVE LEAF 6005 -T5 El1 RD45 -014 AS REOD. SIDEUTE HEAD /SILL. TRANSOM JAMB 6005 -T5 - 4.000 r_1.8121 .115 - - II 1.470 4.209 E12 RD45 -015 AS REOD. JAMB AT SIDE LITE. HEAD /SILL AT TRANSOM 6063 -T6 - 1.688 1.250 100 E13 RD45 -016 AS REOD. SNAP COVER - - E19 RD45 -029 AS REOD. INTERIOR SNAP COVER - - E20 RD45 -030 AS REOD. ANCHOR CUP, 8" LONG 6063 -T6 - 1.750 MI 8045 -M01 4/ LEAF HINGE ASSEMBLY 6005 -T5 - L06025 I 2 -i SNAP COVER M3 RD45 -M03 AS REOD. FLUSH BOLT AT 3 POINT LOCK - 2.115 2.187 2.262 IN \4 1.024 M \3 I I M14 W31384NK AS REOD. WEATHERSTRIPPING - = -- • - �SERI�S RDA PL EIrTRHCEQOR (L.M.L) R.et•AwMINtJM• INDUSTRIES INC. 2805 N.W. 75 TH AVE. V1J4 4I.J L. 33.122. •. •.. • TEIh.•(30L) 592 :1115 • • FAX. {309) 892 -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 4.125 HINGE STILE E6 INACTIVE LOCK STILE 1424 R045 -M13 4/ LEAF HANDICAP OFFSET HINGE ASSEMBLY 6005 -T5 1.246 GLAZING (LAM. 184 1 J( O L_ 156 1.687 Ix FRAME JAMB Sx = M25 W31421 NK AS REOD. WEARHERSTRIPPING - - d1 0375T270 DOOR W'STRIPPING FOAM 0 -LON 875 V2 V-059 OFFSET BULB VINYL WSTP. PVC r 4.209 .100 I V4 V -009 BULB W'STRIPPING PVC WIBORG, IM1 -3289 INSUL. BEAD GLASS) V5 V-065 PEROXIDE THREAD -IN FINGER - TREMCO 1 750 1.750 LE8 S2 AS REOD. 03/8 " -16 X 2" LG. FULL THREAD HX.HD.. - 1 PER CORER S3 4/ HINGE #12 - 24 X 3/4" LC. PHIL. F.H. MACHINE SCREW ST /ST HINGE INSTALLATION SCREWS 4.000 .000 .100 - S6 AS READ. #12 X 1 -1/4" LG. PHIL. SMS. ST /ST ASSEMBLY FASTENERS .552 r it SEE SHEET 4 FOR LOCKS OPTIONS AND DESCRIPTION 4.125 1 I 3.125 3.125 E1 ACTIVE LEAF LOCK STILE 1.246 1 .875 t c o -0 N x 0 zz GENERAL REVISION REV. PER ACCO COMMENTS ENGR. NAME REV. 1I r.562 GLAZING Es (LAM. GLASS) BEAD -.I t= -.562 E4 RAIL TOP RAIL 7.750 r1.870 -_{ .100 6.875 f'_1.875 - I•..-1.995 C INTERIOR .0 875 .070 1.375 e J I� --I SNAP COVER c o N > y$ o $ O o = O a' $ O o tof .188 v c a m u o , 3.750 E2 FRAME SILL cr-� . 1 0 9 „ to r., a ..' . --.. -- -5 SDD --1 Engr: ARSHAD VIQAR FLA. FE # 38863 CAh. 3538 MAY 0 6 2009 PRODUCT RENEWED as emptying with the Florida Butiding 3O� t? Acceptance NoC .062 1.844 3.570 .542 .447 L.- t.750�1 ES BOTTOM RAIL O Expirattian 1 '" - I I Pm� Div��ioa C .156 EZ ANCHOR CUP drawing no. W04 -37 .6251 Fes- E7 VERT. JAMB STOP O (sheet 9 of 110) LEAF TOP CORNER DOOR TOP CORNER TRANSOM TOP /BOTTOM CORNER L AF BOTTOM CORNER DOOR BOTTOM CORNER SIDELITE TOP /BOTTOM CORNER MAY 0 6 2009 U Z N •o 0 r• • rrj r • • • • ... • j •aL r• `R < • • • q I N• . • • • 04.,,, r• ;) •• • r")• c. • • • • • •3Li • •• • ce cv 5 :W •. • • C 0 a 0 0 a 0 0 0 sc 0 0 0 • 0 0 ai 0 z 0 0 NO CHANGE THIS SHEET U �r• z W 0 0 0 1 I ID 0 0 dr. by: HAMID drawing no. W04 -37 (sheet 10 of 10 13 1/2° MAX. HEAD /SILL SILICONE DOW CORNING 995 GE 4000 , 1 \ \ ` - _ II II II _— 1 / 11 (/ \ fr \ 11 \ 11 II IIN\ o; I i I\ / / / Z - -- \ / = II / I / 1 1/ / S 30 i N 15/16° D.L. OPG. 35 7/8" VENT WIDTH _,..., 37° 1/8" ANN. GLASS .060" INTERLAYER GLASSLAM SAFETY -PLUS .010" PET FILM .060" INTERLAYER GLASSLAM SAFETY -PLUS 1/8° ANN. GLASS WINDOW WIDTH SINGLE VENT WDW, SILICONE DOW CORNING 995 GE 4000 [773y GLASS TYPE 'Al' 5" MAX. HEAD /SILL CORNERS 1 ANCHOR READ. AT EACH SIDE OF IMPOST SURFACE APPUED FALSE MUNTINS OPTIONAL 13 1/2" MAX. HEAD /SILL wP 5° MAX. HEAD /SILL CORNERS SIUCONE TREMCO TREMGLAZE S -500 1/8" ANN. GLASS .090" INTERLAYER SAFLFX /KEEPSAFE MAXIMUM 1/8" ANN. GLASS z 0 co 30 15/16" O.L OPG. 35 7/8° SILICONE TREMCO TREMGLAZE S -500 G S TYPE 'A2' GLAZING OPTIONS VENT WIDTH 74° WINDOW WIDTH DUAL VENT WDW, 30 15/16" D.L. OPG. 35 7/8° VENT WIDTH SILICONE DOW CORNING 995 GE 4000 1/8° HEAT STREN'D. GLASS .060" INTERLAYER GLASSLAM SAFETY -PLUS .010" PET FlLM .060° INTERLAYER GLASSLAM SAFETY -PLUS - 1/8" HEAT STREN'D. GLASS .60" MIN. TYP SIUCONE DOW CORNING 995 GE 4000 GLASS TYPE 'B1' co E z III � io U THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING • MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. • LOWER DESIGN PRESSURE FROM WINDOWS OR MU WON APPROVAL WILL APPLY TO ENTIRE SYSTEM. • • •• • •. •• .• •• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDMON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USED, 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 IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. Engr. DR. HUMAYOUN FAR000 STRUCTURES nA PE Ij 16557 CAN. 3538 PRODUCT REVISED as eacerlying with Sale Vtaddil Cam Aseeguaze :Dace z Q 2 CC O o LI CC /O 1- V z . co O a< a o O Q W? 11. W N . Jnla 4611 FAX. (306) 262 -6978 to M M a 2 U c • • •) in c 0 s 0 c 0 a (A 0 UPDATED FOR 2004 FBC .0 m 0 0 0 N ao 0 N 0 0 m 0 $, 3 drawing no. W03 -36 sheet 1 of 6 \ \ r ° / / II / I / 1 1/ / S I \fn II II y II \ o � x N 9 \11 11 \\ 1a \ - - - -- f - - - - -> '� / I1 // n °0 — —` j / / <__= \ \\ i /Am ,/ II t \ \ p/ /M 11 11 /1 ..1\ 5° MAX. HEAD /SILL CORNERS SIUCONE TREMCO TREMGLAZE S -500 1/8" ANN. GLASS .090" INTERLAYER SAFLFX /KEEPSAFE MAXIMUM 1/8" ANN. GLASS z 0 co 30 15/16" O.L OPG. 35 7/8° SILICONE TREMCO TREMGLAZE S -500 G S TYPE 'A2' GLAZING OPTIONS VENT WIDTH 74° WINDOW WIDTH DUAL VENT WDW, 30 15/16" D.L. OPG. 35 7/8° VENT WIDTH SILICONE DOW CORNING 995 GE 4000 1/8° HEAT STREN'D. GLASS .060" INTERLAYER GLASSLAM SAFETY -PLUS .010" PET FlLM .060° INTERLAYER GLASSLAM SAFETY -PLUS - 1/8" HEAT STREN'D. GLASS .60" MIN. TYP SIUCONE DOW CORNING 995 GE 4000 GLASS TYPE 'B1' co E z III � io U THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING • MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. • LOWER DESIGN PRESSURE FROM WINDOWS OR MU WON APPROVAL WILL APPLY TO ENTIRE SYSTEM. • • •• • •. •• .• •• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDMON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USED, 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 IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. Engr. DR. HUMAYOUN FAR000 STRUCTURES nA PE Ij 16557 CAN. 3538 PRODUCT REVISED as eacerlying with Sale Vtaddil Cam Aseeguaze :Dace z Q 2 CC O o LI CC /O 1- V z . co O a< a o O Q W? 11. W N . Jnla 4611 FAX. (306) 262 -6978 to M M a 2 U c • • •) in c 0 s 0 c 0 a (A 0 UPDATED FOR 2004 FBC .0 m 0 0 0 N ao 0 N 0 0 m 0 $, 3 drawing no. W03 -36 sheet 1 of 6 DESIGN LOAD CAPACITY - PSF FOR ( X) SIZES WINDOW DIMS. GLASS TYPES 'Al'. & 'A2' GLASS TYPE 'B1' WIDTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) 1NT. ( -) 19 -1/8" 26 -1/2" 37' 26" (3) 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 19 -1/8" 26 -1/2" 37' 38 -3/8" (4) 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 19 -1/8" 26 -1/2° 37' 50 -5/8° (5) 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 19 -1/8' 26-1/2" 37' 63" (5) 45.5 45.5 75.0 80.0 34.0 34.0 75.0 80.0 - - 75.0 80.0 19 -1/8" 26 -1/2° 74 -1/4" (6) 27.5 27.5 75.0 80.0 - - 66.8 66.8 18' 24" 30' 36" 24" (3) 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 18" 24" 30" 36' 36" (3) 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0. 55.0 75.0 80.0 18' 24' 30' 36" 48" (4) 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 55.0 55.0 75.0 80.0 18' 24° 30" 36' 75.0 _ 55.0 55.0 _ 75.0 80.0 60" 43.2 43.2 75.0 80.0 (5) 35.9 35.9 75.0 80.0 80.0 • - - 75.0 80.0 18' 24" 30" 80.0 • 32.0 32.0 75.0 80.0 72" 24.5 24.5 75.0 80.0 () - - 66.0 66.0 () = NO. OF ANCHORS PER JAMB NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 DESIGN LOAD CAPACITY - PSF FOR ( XX) SIZES WINDOW DIMS. UNREINFORCED CENTER POST REINFORCED CENTER POST GLASS TYPES 'Al' & 'A2' GLASS TYPE 131' GLASS TYPE 'B1' WIDTH HEIGHT EXT. ( +) 1 NT ( -) EXT. ( +) 1 NT. ( -) EXT. ( +) 1 NT. ( -) 26 -1/2° 37" 53 -1/8" 74" 26" (3) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 26 -1/2° 37' 53 -1/8° 74' 38 -3/8" (4) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 26 -1/2" 37" 53 -1/8° 74" 5d -5/8" (5) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 65.7 65.7 75.0 80.0 26 -1/2' 37' 53 -1/8° 74" 63" (5) 55.0 55.0 75.0 80.0 75.0 80.0 47.0 47.0 75.0 80.0 75.0 80.0 34.0 34.0 68.4 68.4 75.0 80.0 - - 52.8 52.8 75.0 80.0 26 -1/2° 37° 53 -1/8° 74 -1/4" (6) 39.2 39.2 75.0 79.0 75.0 80.0 28.4 28.4 57.2 57.2 75.0 80.0 - - 40.9 40.9 66.7 66.7 24' 36" 48° 60' 72' 24° (3) 55.0 55.0 75.0 80.0 75.0 80.0 • 55.0 55.0 75.0 80.0 75.0 80.0 • 55.0 55.0 75.0 80.0 75.0 80.0 • i 55.0 55.0 75.0 80.0 75.0 80.0 •4 55.0 55.0 75.0 80.0 75.0 80.0 • ' 24° 36" 48" 60' 72" 36' (3) 55.0 55.0 75.0 80.0 75.0 80.0 • 55.0 55.0 75.0 80.0 75.0 •• 80.0 •• 55.0 55.0 75.0 80.0 75.0 80.0 •6 55.0 55.0 75.0 80.0 75.0 80.0 • 55.0 55.0 75.0 80.0 75.0 80.0 • 24" 36" 48" 60' 72° 55.0 55.0 75.0 80.0 75.0 80.0 • ' 55.0 55.0 75.0 80.0 75.0 80.0 48" 55.0 55.0 75.0 80.0 75.0 80.0 (4) 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 71.2 71.2 75.0 80.0 24" 36" 48' 60° 72" 55.0 55.0 75.0 80.0 75.0 80.0 55.0 55.0 75.0 80.0 75.0 80.0 60" 43.2 43.2 75.0 80.0 75.0 80.0 (5) 35.9 35.9 68.4 68.4 75.0 80.0 - - 57.0 57.0 75.0 80.0 24' 36° 48" 60" 47.4 47.4 75.0 80.0 75.0 80.0 72" 32.0 32.0 64.5 64.5 75.0 80.0 (6) 24.5 24.5 49.3 49.3 75.0 80.0 - - 40.5 40.5 66.0 66.0 () = NO. OF ANCHORS PER JAMB Engr. DR. HUMAYOUN F.AR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 PRODUCT T REVISED as complyisg with Pliwide bra ®pB -' .01 'es Mete J O • A N CA ',rte I 1- 03 0 ••• } • oW v z ' ' N ,. Z•o •K r• te • • • 0) C 0 07 m • 0 C 0 U a) 0 a N 07 0 N 2 N 0 v _o 1 A v` z a=" 0 v } drawing no. W03-36 sheet 2 of 6 • •• • • • • ••••• • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING a 0 0 ire 1- w _-.� IMO 01 posuire n 1BY -WOOD BUCK • cn 2 cn TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING m ro N TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING- WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/16" TEKS OR SELF DRIWNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #10 SMS OR SELF DRIWNG SCREW INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/4" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. Engn DR. HUMAYOUN FAROOQ STRUCTURES FLA PE 14557 7 CAN. PRODUCT REVISED as Ilsiding Cads Aceeptenw Cote • .. p Q=► N d O id s o pt ✓ 0 e~1 p• Q W Rj O ocagiE (n O • W Ne m z c' < Q WTi2 P. c 0 0 3 c N N 0 ELI I CO CO in •••.s. 7- • ....In w $ u •. *- c ZVP4 § % CI 5, Tr, IL . .7 o R . b-• tJi. ti.2 1E • • • c 0 •c 0 0 '0 0 0 0 S .0 0 0 0 O 0 n 0 0 m a 1 8 a 0 x ss' drawing no. W03 -36 sheet 3 of 6 3/16" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE W 1/2" X 5/8" X 2" LONG ALUM BARS, 2/ VENT AT 6° FROM TOP & BOTTOM FASTENED W/ (2) #8 X 1° FH SMS 1 /4° MAX. SHIM • 1BY W/0OD BUCKS • 1/4" SHIM MAX. BY WOOD BUC 0 D STRU SINGLE VENT WINDOWS 1/2° X 5/8° X 2° LONG ALUM BARS. 2/ VENT AT 6° FROM TOP & BOTTOM FASTENED W/ (2) #8 X 1° FH SMS TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING SEE SHEET 2 FOR CAPACITIES (STEEL TO BE PAINTED WITH A HEAVY BODIED BITUMINOUS PAINT OR BE GALVANIZED) MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1 /4° MAX. SHIMS ,d WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING D.L OPG. D.L OPG. F v EXTERIOR WINDOW WIDTH DUAL VENT WINDOWS Engr. DR. HUMAYOUN FAROOQ STRUCTURES EI A PE # 16557 C.A.N. 3538 JA FRODUCT Waif::ED ag *milk n0.113 Erift A ir- 4 • •• ••• ••• •• ••• ••• • •• ••• • • • • •• M 0 1 ers COMP- ANL \W03 -36FWS 0 0 • If- .•O N 00) If1 0 •••• • 3. •••b N 3 5 ' O 3 •••_vlr m 3 • ��. O eh • • •• C a .c 0 0 o rA C O 0 a 00 v 0 0 N CO 2 0 N 0 �o drawing no. W03 -36 (sheet 4 of 6 •• • • • • • • • •: • • • • FRAME VENT 1.202 .062 2.125 1.438 - 4.000 4.626 IMPOST .621 • 50 .050 —°f .745 {-- GLAZING BEAD REINFORCING CHANNEL 36 KSI STEEL ITEM PART $ QUANTITY DESCRIPTION MATERIAL MANE/SUPPLIER /REMARKS 1 FWS -009 4 FRAME 6063 -T6 - 2 FINS-011 4 VENT 6063 -T6 - 3 FNS -010 1 CENTER POST 6063 -T6 - 4 FWG -008 AS READ. GLAZING BEAD 6063 -75 - 5 - AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL #10 X 3/4' PH SMS 6 - AS REQD. VENT ASSEMBLY SCREWS ST. STEEL #10 X 1 -1/2' PH SMS 7 E102 AS READ. FRAME WEATHERSTRIPPING (.078 X .300) VINYL ULTRAFAB 8 E206 AS REQD. VENT WEATHERSTMPP1NG (.187 X .350) VINYL ULTRAFAB 9 34,12,00,100 2/ VENT 4 BAR HINGE. AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS 10 30066 2/ VENT LEVER TYPE FACE MOUNT LOCK STEEL TRUTH, AT 12" FROM TOP AND BOTTOM 11 21087 2/ VENT LOCK KEEPERS, AT FRAME JAMB FACING LOCK STEEL ATTACHED W/ CO #10 X 3/8" SS SMS 12 40066 1 ROTO OPERATOR STEEL TRUTH, ATTACHED W/ (4) #8 X 3/8' SS SMS 13 - - .057 THICK CORNER KEY ST. STEEL 1 -1/2" X 1 -1/2" X 1/2" 14 - 2/ LOCK LOCK INSTALLATION SCREWS - #12 X 1/2" PH SMS 15 - AS READ. CENTER POST REINFORCING STEEL - Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE #_16557 C.A.N. 3538 PRODUCT REVISED a� contO ingwith the E1a1 8r,I a.or,Cade tall= Sots • ••• ••• •• ••. • • • ( Z n, o� W as N_ O 0 o °z Et a o ff, oa.• <Q o atiEt O a3�i ••I0 of au g ) 0 1-• ••ca •w • ecC •:� • • Op •Q N • W I ••• )— • yam A 0 0 r 0! �• (o 1•r¢nj •M t 3.N•• i • o• 0• Zti— • •• 0 0 2 2 0 2 a 0 0 r 0 0 m ( date: 08 -28 -03 c 1 0 drawing no. W03 -36 (sheet 5 of 6 IMPOST CORNER VENT CORNER CORNER KEY ALUMINUM FRAME CORNER ALL FRAME AND VENT CORNERS TO BE SEALED WITH WHITE /ALUM COLORED SEALANT. Engr. DR. HUMAYOUN FAROOO STRUCTURES FI.A. PE #16557 C.A.N. 3538 Z O 1JCT =VERB A2 eC i €9 z Fin W a 00A ft O 6 M O • 'a ca 0 .0 a WS'.LL h co N fa- co t 1 0 z •• •V) ... . • • •© •0 • • 2 W o 1- 00 ....g)- • O m 0. z.I • CI • • • • IN 1r O O. V U e 8 N a _O m co o Q 0 0 N O 0 O • 1 0 8 a 2 n drawing no. W03 -36 sheet 6 of 6 • • • • • • • • • • • • • GENERAL NOTES: 1. SERIES 18000 HIGH IMPACT HORIZONTAL SUDING 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 INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DARE /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 P.A.D., AS TESTED, WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS haL USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.O.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. SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. 2. 5. SERIES 18000 HIGH IMPACT HORIZONTAL SUDING 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 STEEL 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. (A) 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 ITW BUILDEX, INC. (COMPONENT 0, 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 A,NCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 55), THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD BUCK. MIN. EDGE DISTANCE (E.D.) = 1". — 1/4"�-14 TEK SCREW W/ 1 1/2" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT )• (D) TO EXISTING MIN. X" THICK ALUMINUM MULUON (6063 —T5 ALLOY), MIN. EDGE DISTANCE (E.D = 1/2.. — 1/4 "0- 14x3 /4 "(MIN.) TEK SCREW, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT J ). (E) 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 SUDING 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 P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATl4)A'.I R A SI =i'.' 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 INCI,UDIItG UFE:SAWN OF .. THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONIZIIDIV DEVILLED ON • THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. • •• • • • • •F•••• • • • • • •• (c) THIS P.A.D. WILL BE CONSIDERED INVAUD 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 (hllgh Velocity Hurricane Zone) • • • 11.••. • Approved es complying with the Flores Code NO Dole f .0S.. ., Z/ ZOC% MIAMI -DADE COUNTY P.E. SEAUSIGNATUREIDATE ® 2009 TILTECO INC. IL E C O INC. TILUT TESTING [r ENGINEERING COMPANY 8368 N.W. MI. � �3318B (2067-1 . Fax 1- 15i e —mail: titeco®aol.com E8- 0006719 WALTER A. 11WT Jr., P.E. FLORIDA Lie. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: I.A./LC. /u.C.V. 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 GENERo,wwcT OWS F (305) 558-6665 AL rlrvw. gener ampacLeom 2Ns Crear owfil INa 06/23/09 DATE RV. No ONE NV. No 09 -119 DRAWING No 9/21/09 1 2 4 SHEET 1 DF 14 0.276' a 2.375° .823' 0.070' { 131 0.276 0 4.9 - 3303° 0.470" 0.082 -- 0.938°_ ---.4.1 8r- 0.086' 0 -1.122" REF.- - -- x.188" 1Q FRAME HEAD 6063 -T6 ALLOY & TEMPER 0 { O 0.062 ' m G G 2.000' 1.250' 0.375° 0 0.125° 0.061° V 0.625 -- 0.159° -I + 0 0.345" 0.396' 0.415' 0 ® H.D. VENT MEETING STILE 6063 -T6 ALLOY & TEMPER 0.062' 0.050" 11 SILL RISER 6063 -T6 ALLOY & TEMPER w 0 0.997 x.188° 38 0 0.097 - x.126' _r)i 7 0.062'- 0.1 0,265 "_0.637'_ - 0.250 0.295 0.936° 0612°- 0.514'- .1 2.375' ® FRAME SILL 6063 -T6 ALLOY & TEMPER ® ALUM. INSERT BAR FOR ® 6063 -T6 ALLOY & TEMPER VENT LATCH 6063 -T6 ALLOY & TEMPER 4" LONG 0.094- 0.062 0 0.025 62e- WI 0 N{ 0 -0.438' -- -0.5004- 0.437'L- L181' �r��`�. ® COLONIAL MUNTIN 0.430' 6063 -T6 ALLOY & TEMPER ® FRAME J B 6063 -T6 ALLOY & TEMPER ©TOP AND BOTTOM RAIL 6063 -T6 ALLOY & TEMPER 062° .156° 2.125' 1.187 0 0 COMPONENTS SCALE 3/4 " =1" 0.121g 0 75.094 o -0.739 -- 0.719' 1.281' 2000° JAMB STILE 6063 -T6 ALLOY & TEMPER 0.050t- N. 0 0.124 =- 0.313 -0.659"- 0 .825'• .125° r -0.094' 0379 .686' "0.125' -1.187" 0.813 ° - 0 Xi 0 ® ALUM. INS RT BAR ® FIXED MEETING STILE ' FOR ( 5 6063 -T6 ALLOY & TEMPER 6063 -T6 ALLOY & TEMPER 0 185° t: GLAZING BEAD FOR 7/16" GLASS 6063 -T6 ALLOY & TEMPER • • • • • •• • • • .10't •• •••• • • •••• •• • • • • • • • •• 0 • • •• • • • 10 SILL 'CRACK 6063 -T6 ALLOY 88 TeNIPER •• • • •••• • • • •••• • • • ••• • • • .••• w •••• • •. • •••• FLORIDA BUILDING CODE (I-Ugh Velodty Hurricane Zone) Approved as complying with tie Florida Date NOM Miami dir•Trt- AP 1. 3 9 COMMA ML .MI -DADE COUNTY P.E. SEAL/SIGNATUREIDATE 62009 TILTECO INC. IL ECOINC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 38th. Si., Si.. 305, VIRG =A GARDENS, Fl 33166 Phone : (305)871 -1530 . Fax : (305)871-1531 e-mail: Nltecoecol.com EB- 0006719 WALTER A. TILLIT Jr., P.E FLORIDA Lie. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAWN BY: LARGE MISSILE IMPACT RESISTANT fA/LG. /N.0.Y. 290 WEST 78 ROAD HIALEAH, FL 33014 _ PHONE (305) 558 -8103 GowrEacr N 05- ER wIN A wT s www.generallmpactco m FAX (305) 85. C 'Sb D>• 06/23/09 DATE WY. we umrnwmx On REV. !le 9/21/081 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 () 6063 —T6 6 1/ VENT H.O. VENT MEETING STILE 6063 —T6 6A 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 1/ LATCH VENT LATCH SPRING ST. STEEL 14 - BUMPON 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. SIUCONE 15 AS REQD. FRAME/VENT ASSEMBLY SCREWS, #8 x 1" P.H. SMS, CRS -- 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 READ. 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 "o TAPCON F.H. ANCHOR, ITW BUILDEX, INC. STEEL 26 ANCHORS, 1 /4 "m —14 TEK SCREW ITW BUILDEX. INC. TO WOOD BUCK, ALUMINUM OR STEEL MEMBER. STEEL 27 DOW CORNING 795 STRUCT. SILICONE 28 SEALANT: DOW CORNING WHITE SIUCONE OR EQUAL AT FRAME ALL AROUND (EXTERIOR & INTERIOR) SIUCONE 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, INTERLAYER BY EL DUPONT DE NEMOURS & CO INC., W/ NOA 09- 0312.02 + (1) 3/16" HEAT STRENGTHENED GLASS. LAMINATED GLASS 298 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 + (1) 3/16° HEAT STRENGTHENED GLASS. LAMINATED GLASS 30 (1) EACH WEEP HOLE 1 "x1 °x3" LONG WEEP HOLE RETICULATED FOAM GASKET, MODEL 1OPPI, BY FRANK LOWE RUBBER & GASKET CO. FILTER FOAM io GLAZING DETAIL FOR SCALE 3/4" = 1" GLAZING DETAIL FOR SCALE 3/4" = 1" FLORIDA BUILDING CODE (High VelocHyHurricane Zone) • r•••• • • • • • • • • 5s•• • • • 6••• • 5•••• • • • • • • 6•••• • • Approved as complying with the Florida 13u2 Code Date ..01. 21,&'O Div .' di , By MIAMI -DADE COUNTY P.E. SEAUSIGNATUREIDATE ■ 2008 TB.TECO INC. /1itffENC. TILLIT TESTING & ENGINEERING COMPANY 6355 Phone : (305)871- 183305,0 . Fax (30)8711— 3188 — 15 e —mail: thteco @col.com EB- 0008719 WALTER A. T11UT Jr., P.E. FLORIDA Uc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: I.A. /L.G. /IW.C.Y. -- MI WI IN El NI GEN R mAL ore ClearsaEEion 290 WEST 78 ROAD HIALEAH. FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8685 www.generalimpact.cam 06/23/09 DATE 865.:• 06::m: oue 8t5. 50 09 -119 DRAWING No 4 SHEET 3 OF 14 5' MAX. w1 * (SEE SCHEDULE #1 ON SHEET 12) A/6 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) w2 * (SEE SCHEDULE /1 ON SHEET 12) B/7 wt * (SEE SCHEDULE #1 ON SHEET 12). A/6 5' D/9 -IA D/9 r (Lb) AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) C/8 • 5' \SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 TYPICAL EXTERIOR ELEVATION FOR XOX WINDOW SCALE 1"= 1 '-0 B/7 (3) 1 3/4 "x1/4° HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN A /61 5' MAX. • • • • • .. • • * NOTE: •••• • • •••• .. . • • • • .• • .•.• • • • • •..• • •• w1 AND w2 MAY BE DIFFERENT FROM EAt'irteFHER• '••• • BUT THEY SHALL BE . SUCH THAT (2)w1 Ci'.•DOES• NOT EXCEED MAXIMUM FRAME WIDTH INDIW£g ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" A11D•''ca, ;e 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) 9 • • .• FLORIDA BUILDING CODE (High Velodty Hurricane Zone) Approved as complying with the Datoplorida • �:,�., r,sC 161 ? pq NOAM+.±2 T� �. par / Miomi • :.r ° Feodtict Control MIAMI -DADE COUNTY -,/z7("' P.E. SEAL/SIGNATURE/DATE C2009 TILTECO INC. I/1UiZINC.\ TIWT TEOTINO A: ENGINEERING COMPANY 836E „ 1- 1 3 1� Phones (305)871-1530 . Ft i(305)071-133 e–mail: Ulteco®coL:mm EB- 0006719 WALTER A. TAUT Jr. P.E. FLORIDA Uc. 44157 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: I.A. /LG. /M.C.Y. cso RR. NO 6F3NN1 CM[ 1 GENERAL. 9/21/a9 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558-8103 FAX: (305) 558 -6685 www.generaltmpact.com 06/23/09 DATE REV. Ns a¢9aaF1mN OA1E 09 -119 DRAWING No 3 2 4 SHEET 4 OF 14 f1 `— "a" MAX. D.LO. (WIDTH) I I 11 'c" MAX. D.LO. (WIDTH) 11 11 --(SEE "a° MM. D.LO. (W10TH) ,... SEE SCHEDULE #1 ON SHEET 12) 29'. OR 29 (SEE SCHEDULE ON SHEET 12) SEE SCHEDULE #1 ON SHEET 29A OR --9-0 (SEE SCHEDULE ON SHEET 12) 12) SCHEDULE 29A OR 29B (SEE ON SHEET #1 ON SHEET SCHEDULE 12) 12) II II � 3i •Ptuti () _ 11 _ 11 x INDICATES REINFORCEMENT FULL HEIGHT oW gW () o _ A II 0 _ N INDICATES REINFORCEMENT FULL HEIGHT o� ge :.§ II I it x -IA D/9 r (Lb) AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) C/8 • 5' \SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 TYPICAL EXTERIOR ELEVATION FOR XOX WINDOW SCALE 1"= 1 '-0 B/7 (3) 1 3/4 "x1/4° HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN A /61 5' MAX. • • • • • .. • • * NOTE: •••• • • •••• .. . • • • • .• • .•.• • • • • •..• • •• w1 AND w2 MAY BE DIFFERENT FROM EAt'irteFHER• '••• • BUT THEY SHALL BE . SUCH THAT (2)w1 Ci'.•DOES• NOT EXCEED MAXIMUM FRAME WIDTH INDIW£g ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "a" A11D•''ca, ;e 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) 9 • • .• FLORIDA BUILDING CODE (High Velodty Hurricane Zone) Approved as complying with the Datoplorida • �:,�., r,sC 161 ? pq NOAM+.±2 T� �. par / Miomi • :.r ° Feodtict Control MIAMI -DADE COUNTY -,/z7("' P.E. SEAL/SIGNATURE/DATE C2009 TILTECO INC. I/1UiZINC.\ TIWT TEOTINO A: ENGINEERING COMPANY 836E „ 1- 1 3 1� Phones (305)871-1530 . Ft i(305)071-133 e–mail: Ulteco®coL:mm EB- 0006719 WALTER A. TAUT Jr. P.E. FLORIDA Uc. 44157 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: I.A. /LG. /M.C.Y. cso RR. NO 6F3NN1 CM[ 1 GENERAL. 9/21/a9 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558-8103 FAX: (305) 558 -6685 www.generaltmpact.com 06/23/09 DATE REV. Ns a¢9aaF1mN OA1E 09 -119 DRAWING No 3 2 4 SHEET 4 OF 14 • yr 5° MAX. w1 * MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) A /6� (SEE SCHEDULE #1 ON SHEET 12) 1 1 1 w2 * B/71 (SEE SCHEDULE #1 ON SHEET 12) 5° MAX. z 0 8 i Gi • n F/11 E /10 • ® ONLY PANEL ) 5" MAX. "S"= Max. ANCHOR SPACING (See schedule #2 on sheet 12) TYPICAL EXTERIOR ELEVATION FOR XO (SHOWN) OR OX (SIMILAR) WINDOW SCALE 1"=.1'-0 �s- A/61 -1. (2) 1 3/4 "x 1 /4" HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN \SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 B/7 5° MAX. • F/11 E 10 • SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) • • • • • •• • • •••• • • •••• •• • • • • • •• • * NOTE: •• • • • • w1 AND w2 MAY BE DIFFERENT FROIvjM-1 BUT THEY SHALL BE SUCH THAT (2)vil'olo'w2 [30 5• NOT EXCEED MAXIMUM FRAME WIDTH 1411IGATED ON• SCHEDULE #1 (SHEET 12). • • • • ADDITIONALLY, DAYLIGHT OPENINGS "a; AM "c ",' CREATED BY w1 AND w2 SHALL BE SUCH 'THAT•• • MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED. ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. 25 or 26 AS APPLICABLE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved as complying with the Florida :: ,t. L Code Bzuer.[.r" �6 NIOR� + �iY : c3, / miazi Da,..: Pro:l uct t Coiit of By MIAMI DADE COUNTY Cr=y ''^ —› PE. SEAUSIGNATUREJDATE ® 2009 TILTECO INC. /1iUiENC.\ TROT TESTING & ENGINEERING COMPANY 6355 N.W. 38th, St., Ste. 309. VIRC909 GARDENS. Fl 33166 Phwm : 000$7I -1530 . Fax : (300671 -1531 e—molk tilteco©aol.com EB- 0008719 WALTER A ALUT Jr., P.E. FLORIDA Uc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: GEN aRAL' q eCreai.soGaion 290 WEST 78 ROAD H ALE.6J , FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www.generaHmpoct.com 06/23/09 DATE REV. le Duna 5*1S ur. Im 09 -119 DRAWING No 2 9/21/09 5 4 SHEET 5 OF 14 11 "a" MAX. D.LO. (WIDTH) 1 11 = Ca "c° MAX. D.LO. (WIDTH) (SEE SCHEDULE (SEE N =0 #1 ON 29 OR ,2(..9.7E)3 SCHEDULE ON SHEET I I SHEET 12) 12) (SEE SCHEDULE (SEE ON N VI z #1 ON 29A OR 29 SCHEDULE SHEET 12) SHEET 12) o .1. — 5e II -u- / = 1 I o�° =1 5e I °0 I1 — — II it z INDICATES REINFORCEMENT FULL HEIGHT (TYP.) 11 II 0 z 0 8 i Gi • n F/11 E /10 • ® ONLY PANEL ) 5" MAX. "S"= Max. ANCHOR SPACING (See schedule #2 on sheet 12) TYPICAL EXTERIOR ELEVATION FOR XO (SHOWN) OR OX (SIMILAR) WINDOW SCALE 1"=.1'-0 �s- A/61 -1. (2) 1 3/4 "x 1 /4" HIGH WEEP HOLE AT 3 1/4" FROM ENDS AND ONE AT MIDSPAN \SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 B/7 5° MAX. • F/11 E 10 • SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) • • • • • •• • • •••• • • •••• •• • • • • • •• • * NOTE: •• • • • • w1 AND w2 MAY BE DIFFERENT FROIvjM-1 BUT THEY SHALL BE SUCH THAT (2)vil'olo'w2 [30 5• NOT EXCEED MAXIMUM FRAME WIDTH 1411IGATED ON• SCHEDULE #1 (SHEET 12). • • • • ADDITIONALLY, DAYLIGHT OPENINGS "a; AM "c ",' CREATED BY w1 AND w2 SHALL BE SUCH 'THAT•• • MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED. ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. 25 or 26 AS APPLICABLE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved as complying with the Florida :: ,t. L Code Bzuer.[.r" �6 NIOR� + �iY : c3, / miazi Da,..: Pro:l uct t Coiit of By MIAMI DADE COUNTY Cr=y ''^ —› PE. SEAUSIGNATUREJDATE ® 2009 TILTECO INC. /1iUiENC.\ TROT TESTING & ENGINEERING COMPANY 6355 N.W. 38th, St., Ste. 309. VIRC909 GARDENS. Fl 33166 Phwm : 000$7I -1530 . Fax : (300671 -1531 e—molk tilteco©aol.com EB- 0008719 WALTER A ALUT Jr., P.E. FLORIDA Uc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: GEN aRAL' q eCreai.soGaion 290 WEST 78 ROAD H ALE.6J , FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www.generaHmpoct.com 06/23/09 DATE REV. le Duna 5*1S ur. Im 09 -119 DRAWING No 2 9/21/09 5 4 SHEET 5 OF 14 EXISTING STRUCTURE CO FE ON ED. SEE NOTE 9/1) SEE SCHEDULE ll2 ON SHEET 12 E.D. (SEE NOTE 9/1) / / / / / /// POURED CONCRETE OR CONCRETE BLOCK REQ'D SEE SCHEDULE #2 ON SHEET 12 mo w Z 2 3. M . EMBEDMENT (SEE NOTE 2 °x P.T. WOOD BUCK SEE NOTE 8/1 35 1toV1 O 2 1"x P.T. WOOD BUCK SEE NOTE 8/1 mo z W 1 E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12 E.D. (SEE NOTE 9 /1j` MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1/8" MINIMUM WALL THICKNESS J I + ALUMINUM ALLOY 6063 -T5 W 2 to z 0 ' vl SECTION A -A (TO ALUMINUM MULLION) SCALE 1/2 ° =1" E.D. (SEE NOTE 9/1) • • • • • •• • • •.•• • • •••• • • •. •• • • • E.D. • • (SEE NOTE 9/1) = —i • • • • • • •• • •• • ®SEE SCHEDULE #2 STEEL MEMBER BY OTHER:` SWU C ON SHEET 12 I I,./-CONFORM TO A.S.T.M. A -500 A -653 II OR A -36 W/ 12 GAGE (0.1061 MINIMUM WALL THICKNESS. . ••• • • • •••• •• • • • • • •• • •• • • • • • •• •• • • • • •• • • • • 3/8" WEEP NOTCH AT ENDS /8" WEEP NOTCH AT ENDS 35 toN N 2 °x P.T. WOOD BUCK SEE NOTE 8/1 D g MIN. 1 °x P.T. WOOD BUCK SEE NOTE 8/1 POURED CONCRETE OR CONCRETE BLOCK REQ'D. SEE SCHEDULE #2 ON SHEET 12 ® SEE SCHEDULE #2 (SEE NOTE 9/1) (SEE NOTE 9/1) ON SHEET 12 SECTION A -A (TO POURED CONCRETE OR CONCRETE BLOCK) SCALE 1/2 " =1" EXISTING STRUCTURE E.D. E.D. '(SEE NOTE 9/1)'—(SEE NOTE 9/1)- SECTION A -A (TO WOOD) SCALE: 1/2 " =1" *SEE SCHEDULE #1 ON SHEET 12 Approved as complying with the Florida nL Code Date O ,Ka .lam . t Faded SECTION A -A (TO STEEL MEMBER) SCALE 1 /2° =1° ® 2009 mTECO INC. /1i1iENC.\ TILUT TESTING & ENGINEERING COMPANY 8358 NM. 305, tl Q1 a ( )8i1i- 150 .Fax : �-1531 e -map: tflteco@aol.com EB- 0006719 WALTER A. TIWT Jr„ P.E. FLORIDA Uc. 44167 P.E. SEAUSIGNATURE/DATE FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: IJ6 /LG. /M.C.V. GENERAL ?Tae Cleatrstizg'on 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www.generaIimpact.com 06/23/09 DATE 09 -119 DRAWING No MEET 6 OF t4 SEE SCHEDULE #2 ON SHEET 12 EXISTING (SEE NOTE 9/1) (SEE NOTE 9/1) STRUCTURE FRAME HEIGHT (SEE SCHEDULE #1 ON SHEET 12) cn 0 (SEE SCHEDULE #1 0 1 a 2'x P.T. WOOD BUCK SEE NOTE 8/1 3/8° WEEP NOTCH AT ENDS In N N MIN. 2 °x P.T. WOOD BUCK SEE NOTE 8/1 EXISTING STRUCTURE / / / /// / /// (SEE NOTE 9/1) (SEE NOTE 9/1)- SECTION B -B (TO WOOD) SCALE: 1/2° -1 o POURED CONCRETE OR CONCRETE BLOCK REQ'D 1°)( P.T. WOOD BUCK SEE NOTE 8/1 SEE SCHEDULE #2 ON SHEET 12 MIN. 1 "x P.T. WOOD BUCK SEE NOTE 8/1 SEE SCHEDULE #2 ON SHEET 12 E.D. E.D. (SEE NOTE 9/1) (SEE NOTE 9/1) MIN.EMBEDMENT MIN.EMBEDMENT (SEE NOTE 9/1) IT (SEE NOTE 9/1) (SEE SCHEDULE #1 ON SHEET 12) 3/8° WEEP NOTCH AT ENDS o = en N N. 0 POURED CONCRETE OR CONCRETE BLOCK REQ'D. MIN. EMBEDMENT (SEE NOTE 9/1) @SEE SCHEDULE #2 E.D. E.D. ON SHEET 12 (SEE NOTE 9/1) (SEE NOTE 9/1) -- SECTION B -B (TO POURED CONCRETE OR CONCRETE BLOCK) SCALE 1/2 ° =1° SEE SCHEDULE #2 ON SHEET 12 *SEE SCHEDULE #1 ON SHEET 12 0 MIAMI DADE COUNTY APPROVED MULLION (UNDER. SEPARATE APPROVAL) `°mow 1/8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 SECTION B -B (TO ALUMINUM MULLION) SCALE 1/2 ° =1° E.O. (SEE NOTE 9/1 2 a = to to N o 2 ED. (SEE NOTE 9/1) a SEE SCHEDULE #2 ON SHEET 12 • • • • • •• • • • • •••• • • •. •. • • • • • • • •• • • •••• •• • • • • • • •• • • • • • • • • • •• •. • • • • •• • • • • • • • • •• • • • • • • •� • • STEEL MEASReBY: OTHERS •SHJ • f CONFORM TO A.S.T M. A-400'4-053 3 I OR A -36 W/ 12 GAGE (0.106°) MINIMUM WALL THICKNESS. Z if 4 SECTION B -B (TO STEEL MEMBER) SCALE: 1/2 ° =1° FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved :s complying with the Florida :3u' �' Code eo 1 o9 �NOM; ' . 3 Di By MIAMI -DADE COUNTY P.E SEAUSIGNATUREIDATE G2009 TILTECO INC. /1iNC.\ TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 38th Ste. 305, VIRGINIA GARDENS. P1 33188 Phone : (3051 -1530 . Fax : (305)871 -1531 e—mail: tnteco®aol.tbrn E8- 0008719 WALTER A. TUJT Jr., P.E. FLORIDA Ua. 44167 ERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA. /LG. /M.C.V. GENERAL c�.s rz 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.genercOmpact.com 06/23/09 DATE M. 88 0 0816 a6Y. Ka 09 -119 DRAWING No /21/ a 6 SHEET 7 OF 14 • 7 SEE SCHEDULE #2 ON SHEET 12. 0.25" . SHIM A E.D. (SEE NOTE 9/1) ED. (SEE NOTE 9/1) 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) S © It qi c ;' vim* Oa, 11 0 AW17/11 ft/ Er; II 1111! MIN. BDM NOTE 9 STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.106") MINIMUM WALL THICKNESS. E.D. (SEE NOTE 9/1) E.O. (SEE NOTE 9/1) I' IMUMI "a° MAX D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) It 0It a 0.25° 1" x P.T. WOOD BUCK (SEE NOTE 8/1) I^ ► a)' it, © _r _ �17 _ wilig 4.1Weir i c:r1 "c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) SEE SCHEDULE #2 ON SHEET 12. °c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) :a `• MIN.. EMBEDMENT SEE OTE 9/1 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) MIN. EMBEDMENT (SEE NOTE 9/1) ® SEE SCHEDULE 2 ON SHEET 12. 0.25" MAX. SHIM — L. %JXIII! � E_��_ arra. AN In ✓ . ,Eirs �irtain._ ...i ....mt © . E.Q. E.Q. d.) 0 °o" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) "c" MAX. (SEE SCHEDULE #1 s v� v42>t et 0. _r j1 �i�r"�r' �!(r_ �* E.Q. E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) POURED CONCRETE GA•e•• CONCFM JUICK WALT' REQ'D. •• • •• • • • • • e• MIAMI DAflE.00UNTY • APPROVED, ItillJUJON • • • 0.25" / (UNDER iSIEIMIWE APPI V/84 • MAX. SHIM •• • 1/8° Wilk*. t icitWESS ALUMINUM ALLOY 6063 -T; • • • 1 1. • • • • • • E.D! • • I. (SEE NOTE 9/1)• ••• •• • •• SEE SCHEDULE #2 ON SHEET 12. E.D. SEE NOTE 9/1) °a° MAX. D.LO. D.LO. (SEE SCHEDULE #1 ON SHEET 12) ON SHEET 12) w2* (SEE NOTE ON SHEET 4) w1* (SEE NOTE ON SHEET 4) MIN. EMBEDMENT (SEE NOTE 9/1) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) *SEE SCHEDULE #1 ON SHEET 12 EXTERIOR SECTIONS C -C (XOX) SCALE 1/2" = 1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved as complying with the Reside B h t Code %/� Dit,el I1 I (2°47, NOM i"gi i " O . Mirm i i)L".w° P . _�'. +� W' Control Dibi•_ cf�JS7 By MIAMI -DADE COUNTY P.E. SEAUSIGNATUREIDATE 02009 TILTECO INC. IL E C O INC. TD1IT TESTING & ENGINEERING COMPANY VIRGINIA 6385 N.W. (D)571i -- 1810'. (306)81711- 167a71ss e -mall: tlltecoeooLcom E9-- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Us. 44167 SERIES 18000 HIGH- IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: IMPACT ER AL aSeGrem'.folntrbn 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305 558 -8103 FAX (305 558 -6665 www.ge mpactcom 06/23/09 DATE 09 -119 DRAWING No SHEET 8 OF 14 SEE SCHEDULE #2 ON SHEET 16. 0.25° MAX. SHIM 0.25° MAX. SHIM 1° x P.T. WOOD BUCK (SEE NOTE 8/1) SEE SCHEDULE #2 ON SHEET 12. jai lAV1.1.1.4.111Ittwastio- Iw r/ ED. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) E.D. (SEE NOTE 9/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.106°) MINIMUM WALL THICKNESS. E.D. (SEE NOTE 9/1) °a° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) I(--- 0.25° MIN. EMBEDMENT (SEE NOTE 9/1) E.D. �7 (SEE NOTE 9/1) 1' SEE SCHEDULE #2 ON SHEET 12. �J MAX. SHIM E`il riiul .;-4Hr.....: arm= 0 • w2* (SEE NOTE ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) EXTERIOR 0 N46"177"1___#: ..1� X11 c 31—x_ a��ra SNOB. h■ p, n^1111^11 * 3u Q -i l fl "a° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) °c° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) •••• • • POUREb CGITGRETE OR • • • CONCRE?e BLOCK WAtt •RE$D. • •• • • MIAMI DADE• GQUNTY • • • APPROVBD MU ON • • • 0.25" r(UNDER SEAAR•ATE APPRft • • • • • • —1 /8° MINIMUM KI'4 WALL THICESS /ALUMINP�i ' a v 6063 -TS /// • • • • MAX. SHIM I• • • • • E.D. • • • I (SEE NOTE 9/1) 1 E.D. (SEE NOTE 9/1) • •• • • • • • •• SEE SCHEDULE #2 ON SHEET 12. °a° MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) MIN. EMBEDMENT (SEE NOTE 9/1) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) *SEE SCHEDULE #1 ON SHEET 12 EXTERIOR SECTIONS D -D SCALE 1/2" = 1" (xox) r1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved ss complying with the Elam6 Raclin 2l, Div -a Ey J �_ -./•. MIAMI -DADE COUNTY 9tYg99 P.E SEAUSIGNATUREIDATE ® ZOOS TILTEcO INC. /1itiENC.\ TILUT TESTING & ENOINEERINO COMPANY 6366 N.W. 36111. St.. Ste. 305. MR0041A CAROENS, n 33166 Phone : (308)871 -1830 . Fax : (30$)871 -1631 e —matl: tllteco®aol.com EB- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Uc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW DRAWN BY: LARGE MISSILE IMPACT RESISTANT 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE: (305) 558 -8103 �T FAX (305) 558 -6665 (�Fi1�I FiiLG'1.Lt www.generallmpact.com CSo 06/23/09 DATE REV. KO SATE M. •e mieurnan BATE 09 -119 DRAWING No GENERAL 9/21/08 SHEET 9 OF 14 SEE SCHEDULE #2 ON SHEET 16. 0.25° MAX. SHIM 0.25° SHIM 1" x P.T. WOOD BUCK (SEE NOTE 8/1) E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. .4117/117,111 E.D. (SEE NOTE 9/1) 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) MIN. • EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.1061 MINIMUM WALL THICKNESS. E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) "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 0.25° MAX. SHIM 0.25" MAX. SHIM POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. MIAMI DADE COUNTY APPROVED MUWON i / (UNDER SEPARATE APPROVAL) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 E.D. I (SEE NOTE 9/1) i►,�a�rl��► E.D. (SEE NOTE 9/1) ® SEE SCHEDULE ON SHEET 12. "a° MAX. D.LO. SEE SCHEDULE #1 ON SHEET 12) E.D. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) "c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 5) *SEE SCHEDULE #1 ON SHEET 121 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) SECTIONS E —E (xo). SCALE 1/2" = ° Approved es eomplyiog with the Florida Bt•, cock 1, fir: ..!9 .'� Mi:Jr.i ; ; . ter con*. Divisi 4Ytr*". .11•11•111•M WeRlIt SEE SCHEDULE #2 ON SHEET 12. • • • • • •• • • 0000 • • •••• • • •• •• • • • • • • • • • • •• • ••• • • • •••• •• • • • • • •• • 0• • • • • • •• •• • • • • •• • • • • • 0• • • • • • •• FLORIDA BUILDING CODE (High Velocity Hurricane Zone) MIAMI -DADE COUNTY P.E. SEAUSIGNATUREIDATE IN 2009 TILTECO INC. ILT RIFE TIWT TESTING & ENGINEERING COMPANY 8355 N.w. 36th. St., Ste. 305,. VIR91MA GARDENS. Fl 33186 Phone : (3051 -1530. Fox : (305)871 -1531 e—matl: ttlteco®ool.com E6- 0006719 WALTER A. 11WT Jr., P.E. FLORIDA Lic. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT REY. NO 2 2Tse Creas.Sa ssion Sea 7313 awe GOMEM. 9/21 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -5103 FAX: (305) 558 -8565 www.generalmpact.com 638. No a 903 Nit DRAWN BY: IA /LG. /M.C.V. 06/23/09 DATE 09 -119 DRAWING No SHEET 10 OF 14 SEE SCHEDULE #2 ON SHEET 16. 0.25 MAX. SHIM 0.25" MAX. SHIM 1° x P.T. WOOD BUCK (SEE NOTE 8/1) ED. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) P.T. WOOD BUCK (SEE NOTE 8/1) 4Li1/1//L 1litilXIl -- i, Ai r 71 )1111 Al A v sc. Ayli":\ % I► E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. MIN. BERM SEE NOTE 9 STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0.106°) MINIMUM WALL THICKNESS. ED. (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) °o" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) P1-1174 !IL Nig .7) E.Q. 1 It 0 ED. (SE NOTE 9/1) °c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 5) 2 "x MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) If— U E D. (SEE NOTE 9/1) © SEE SCHEDULE ON SHEET 12. ( 2 0.25° MAX. SHIM EXTERIOR ftliZsig & M ' 0 A _root C4-3. "a" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 5) 0.25" MAX. SHIM 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 11201, Ea IP. NUNN _ NI rowiliC1]�` v42■ OR "c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 5) E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) EMBEDMENT (SEE NOTE 9/1) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) *SEE SCHEDULE #1 ON SHEET 12 EXTERIOR SECTIONS F -F (XO) SALE 1/2° = 1° SEE SCHEDULE #2 ON SHEET 12. ••• • • • • •••• • • • •• • •• • • • • • • •• • • •••• •• • • • • • • •••• • •• •• • • • • •• •• •• •• • • • • • • • • • • • • • • • •• • •• • • • • • •• FLORIDA BUILDING CODE (I-Ogh Velocity Hurtcane Zone) Approved es complying with the Florida Dud Cade Date •C 21 Zao9 R9 a.ni 0,..: Product Ooastnil3 By MIAMI -DADE COUNTY P.E SEALI'SIGNATURE/DATE 02009 TILTECO INC. /ii'E..\ TILLIT TESTING & ENGINEERING COMPANY 8359 N 381( . 305. . FVE MINA oA ]1V3,1 Fly; 3169 Phone e —mail: tfteco@ool.com EB- 0006719 WALTER A. TILLR Jr., P.E. FLORIDA Lk. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: I.A. /L.G. /M.c.v. �_ MIN IN IN •W 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305 558 -8103 FAX: (305 558 -8865 www.genera mead-corn 06/23/09 DATE REV. NO oescoroon 0103 REV. N° DATE 09 -119 DRAWING No /21/08 3 SHEET 11 OF 14 • • • • • • • • • • •• • • • • HORIZONTAL SLIDING WINDOW -- SCHEDULE # 1 (XOX) WINDOW CASE # MAXIMUM DESIGN LOAD MAXIMUM WATER PRESSURE MAXIMUM FRAME WIDTH MAXIMUM FRAME HEIGHT MAX OPERABLE (X) WINDOW WIDTH wl MAX FIXED (0) WINDOW WIDTH w2 MAX. OPERABLE (X) D.L.O. WIDTH us. _ MAX. FIXED (0) D.L.O. WIDTH nee MAX, OPERABLE (X) OR FIXED (0) D.L.O. HEIGHT •b• REQ'D GLASS TYPE I +100, -130 psf. +15 pst 111 1/8" 631 /4" 371/16° 37° 3312° 33 1/2" 561 /4° 29B II +100, -130 psf. +15 psf. 111 1/8" 63 1/4" 28 1/16" 55" 24 3/4" 51" 56 1/4" 29B III +90, -100 psf. +13.5 psf. 111 1/8" 74 1/4" 371/16" 37" 3312" 33 1/2" 671/4" 29A IV +90, -100 psf. +13.5 psf. 111 18" 741 /4° 281 /16" 55" 24 3/4" 51° 671 /4" 29A V +100, -150 psf. +15 psf. 96 1/4" 63 1/4° 32 1/8" 32" 28 3/8° 28 3/8" 56 1/4" 298 (XO) OR (OX) WINDOW CASE # MAXIMUM DESIGN LOAD MAXIMUM WATER PRESSURE MAXIMUM FRAME WIDTH MAXIMUM FRAME HEIGHT MAX OPERABLE (X) WINDOW WIDTH wl MAX. FIXED (0) WINDOW WIDTH W2 MAX OPERABLE (X) D.L.O. WIDTH •a• 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 psf. +15 psf. 74 1/4° 56 1/4" 3718° 3718° 33 9/16° 33 9/16" 49 1/4" 29B II +100, -130 psf. +15 psf. 741/4" 631/4" 3718° 37 1/8" 33 9/16° 33 9/167 1/2" 0.C. 561/4" 29B III +90, -100 psf. +13.5 psf. 74 1/4° 741/4" 3718" 3718" 33 9 /16° 33 9/16" 67 1/4" 29A IV +100, -150 psf. +15 psf. 60114" 60 1/4" 3018" 3018" 26 9/16" 26 9/16" 53 1/4° 29B MAXIMUM ANCHOR SPACING "S" -- SCHEDULE #2. SUBSTRATE ANCHOR TYPE NEGATIVE DESIGN LOAD (PSI) HEAD /SILL JAMB HEAD /SILL REQUIRED ADDITIONA ANCHORS CONCENTRATION AT MEETING STILE CONCRETE OR BLOCK (sEE Ka S&& 98/1) 1/4 °0 BUILDE)C TAPCON 52 80 or Tess 9" O.C. 9° 0.C. SEE DETAIL 2 (6 ANCHORS) > up to 100 7 1/4" 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 ( WE 1//44: 144 rFW BUILDEX ® 80 or Tess 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 up to 150 6 5/8" O.C. 6 5/8" 0.C. SEE DETAIL 2 (6 ANCHORS) WOOD (SEE WEE 9C /1) 1/4 °0 -14 BUILDEX TEK SCREW 80 or less 9° 0.C. 9" 0.C. SEE DETAIL 1 (4 ANCHORS) > 80 up to 100 9" O.C. 9" 0.C. SEE DETAIL 2 (6 ANCHORS) > 100 up to 130 P 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) AS APPUCABLE DETAIL 1 AT HEAD & SILL 4 ANCHORS /—FRAME HEAD /SILL MEETING STILE 3" 3" - - 4" i•! ••■i •••• • • •••• • • • • • •• • .. • • • .. • • •••• • • •••• • • •• •• • •• • • • • • •• •• • • • • •• • • • • • • • • • • • • • • •• • 4» 3» 3" ii • •• • • • • .•• OR AS APPLICABLE DETAIL 2 AT HEAD & SILL 6 ANCHORS FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Approved as cocnplyiag with the FloridaB "r►= Code Date � Adieu; e; ' I'sotlticd Co Div By 9 MIAMI -DADE COUNTY P.E SEAL/SIGNATURE/DATE ® 2009 TILTECO INC. / IL ECO1 e. TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 38th. St.. Ste. 305. 1AR&58A 05€4115. 81 33188 Phone : (305)571 -1530 . Fax : (305)871 -1531 e —mail: tiltecoecol.com EB- 0006719 WALTER A. TILUT dr.. P.E. FLORIDA Lic. 44187 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA. /L.G. /M.C.V. 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 UAP G&A I5 FAX (305) 558 -6665 GENER L WW W.g8181GflnPOCt.COtT MT sWo&>N n 06/23/09 DATE WI. NO 5 Ole "eft. No /21/Offfr 3 s OWE 09 -119 DRAWING No SHEET 12 OF 14 NOTCH (TYP.) (2) #8 x 1" P.H SMS SEALED W/ (2) #8 x 1" P.N. SMS SEALED W/ (2) #8 x 1" P.H. SMS SEALED W/ NOTCH (TYP.) CONT. ALL AROUND NOTCH (TYP.) (2) #8 x 3 1 /2" P. . SMS 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 as complying with the Florida Bu' L Code �� Date• 11 NOA# C ` G + • .03 wind Da: = pr, • K CM UTA Di ;wan By 1..... ?�� MIAMI -DADE COUNTY 2009 11LTECO INC. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW • • • • • • LARGE MISSILE IMPACT RESISTANT • 1 • / IL (+ •' • • 290 WEST 78 ROAD ... �� c i• • i• i i i i HIALEAH. FL 33014 • TIWT TESTINO & ENOINEERINO COMPANY 8385 N.N. 38th. St, Ste. 305. VIRGINIA 0ARDEN5. Fl 33188 Phone : (305)871 -1530 . Fax : (30871 • 8 11 e -% jN: LH do®aoi.drQ E8 -0 08719 • • • WA1 R A. LLIT .Jr.. D.E. • ORIDA •. 441®7 • • • • • • • ID •• LASS • • *SoGrtroa • e REV. NON • DEEcSP110N DAR M. N. USCRUMM DAR PHONE: (305) 558 -8103 FAX: (305) 558 -8885 www.general mpac t.com DRAWN 9rt I.A. /L0. 08/23/09 DATE 09 -119 DRAWING No e • 1 • • • GENERAL 9/21/08 3 2 4 SHEET 13 OF 14 • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • (2) #8 x 1" P.H. SMS SEALED W/ (2) #8 x 1" P.H SMS SEALED W/ NOTCH (TYP.) CONT. ALL AROUND CONT. ALL AROUND ( ) #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 ApprOVCd as coos Florida i3 i j. ' Date • . Miami By MIAMI -DADE COUNTY P.E SEALiSIGNATURE/DATE 62009 TILTECO INC. •• ••• • • FLORIDA BUILDING CODE (High Velocfty Hurricane Zone) • §ERIO 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW / MI • • • LARGE MISSILE IMPACT RESISTANT • L bNc • • ii TILUT TESTING & ENGINEERING COMPANY MSS N.W. 36th. St., Ste. 305. VIRGINIA GARDENS. Fl 33188 Phone : (305%74-61538.833 : (305871 -00t. e —mail* tllte•o©ool.cern• • £8 -0 71 gg • • • • WALTIMA TI jT JF P • • FLVO LLjj��. 44167 • • 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generotimpactcom • DRAWN 8Y: I.A. /L.G. 06/23/09 DATE 9816 •1.N. DESCRIPTION 981E 09 -119 DRAWING No • GENERAL 9/21/09 3 2 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 SHEET 14 OF 14 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT - RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 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 REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 2411.3.3.3 AND 2326. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI —DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. J-j 3.000 4.000 5.000 6.000 P' PT; TYPICAL J II GLAZING PRODUCT Iq TUBULAR SHAPES ALLOY = 6063 —T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 0C Engr: ARSHAD VIQAR CIVIL FLA. PE >f 38863 C.A.N. 3538 0 1 2009 mg mo o • D 0 co air) a o E u. •doca 4612 S 0 F N W 0 I �t 0 Z 0 J • • • • •f • 1 .. • • • 1. OW • •• I • • •• • • •.�•• .•JIB • •0 • 1 • • • • ,•24 >-• . cense •I_ J w • laJ ;4. P • Q pro: z fg J NN -.M.. Q W i N g J PRODUCT RENEWED as coniplying with the Honda Btradi a.3 Code Drse bcl-lb Oivisinn C O 1 0 m a z W 9 0 O a a r UPDATED FOR 2004 FBC NO CHANGE THIS SHEET FOR 2007 FBC A REV. PER BCCO COMMENTS m 0 0 n 0 O co 0 0 O 8 N N 0 0 H O 0 0 0 W drowing no. M04 -04 sheet 1 of 8 • 1.0( 11 d PL---4.+S j 4.000 -.-- 1414 v q} II 11 II 3.000 TUBULAR SHAPES ALLOY = 6063 —T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 0C Engr: ARSHAD VIQAR CIVIL FLA. PE >f 38863 C.A.N. 3538 0 1 2009 mg mo o • D 0 co air) a o E u. •doca 4612 S 0 F N W 0 I �t 0 Z 0 J • • • • •f • 1 .. • • • 1. OW • •• I • • •• • • •.�•• .•JIB • •0 • 1 • • • • ,•24 >-• . cense •I_ J w • laJ ;4. P • Q pro: z fg J NN -.M.. Q W i N g J PRODUCT RENEWED as coniplying with the Honda Btradi a.3 Code Drse bcl-lb Oivisinn C O 1 0 m a z W 9 0 O a a r UPDATED FOR 2004 FBC NO CHANGE THIS SHEET FOR 2007 FBC A REV. PER BCCO COMMENTS m 0 0 n 0 O co 0 0 O 8 N N 0 0 H O 0 0 0 W drowing no. M04 -04 sheet 1 of 8 • -�{ 1.000 =i-.,2s 1 2.000 -- " .250 jam-- 2.000 4.000 3.000 6.000 5.000 1 X 3 STD. MULLION 6063 -T6 1 X 4 STD. MULLION 6063 -T6 .125 2.000 II F.- 2.000 —�I 1 X 3 CUSTOM MULLION 6063 -T6 1 X 4 CUSTOM MULLION 6063 -T6 2 X 5 STD. MILLION 6063 -T6 2 X 6 STD. MULLION 6063 -T6 4.000 Ed = MIN. EDGE DIST. 1/2" FOR 1/4" DIA. ANCHORS 5/8" FOR 5/16" DIA. ANCHORS ANGLE CLIP 6063 -T5 2 X 3 STD. MULLION 6063 -T6 2 X 4 STD. MULLION 6053 -T6 • f... • n • s •p• 2X6 'i.ine •.I• HEAVY MULLION • ,A.• .. A.• 6063 -T6 • • . •3. • .* u�i s q* •.paj • • ,..•d m •', w • . 1 • 1 m• Li •• . •'1. <co n• is vs. n . • • n r • ..z 23I `:' 3zL.G. 4 0 J O g a NN a W in 3.250 1.405 3.750 NOTCH OPTIONAL NOTCH OPTIONAL Ed = MIN. EDGE DIST. \% Ed. Ed = MIN. EDGE DIST. 1 /2" FOR 1 /4" CIA. ANCHORS 1/2" FOR 1/4" DIA. ANCHORS 5/8" FOR 5/16" DIA. ANCHORS 5/8" FOR 5/16" DIA. ANCHORS MULLION CLIP MULLION CLIP 6063 -T6 6063 -T6 OCT 01 2009 By %Aimi ode Produc Control drawing no. M04 -04 sheet 2 of 8 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 3 STD. 2 X 4 STD. 2 X 5 STD. 2 X 8 STD. 2 X 6 HEAVY WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 3 STD. 2 X 4 STD. STD. HEAVY WINDOW DIMS. MULL SPAN WIDTH (IIV) 19 -1/8" 26 -1/2° 30" 37" 42" 4$' 54' 60" 72" 38 -3/8° 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 149.6 150.0 150.0 150.0 150.0 150.0 150.0 130.9 150.0 150.0 150.0 150.0 150.0 150.0 116.3 150.0 150.0 150.0 150.0 150.0 150.0 104.7 150.0 150.0 150.0 150.0 150.0 150.0 95.2 150.0 146.8 150.0 150.0 150.0 150.0 87.3 140.1 134.6 150.0 150.0 150.0 150.0 19-1/8' 26 -1/2" 30' 37" 48' 54' 6o' 66" 72° 74 -1/4' 74.6 140.9 115.1 150.0 150.0 150.0 150:0 53.8 101.7 83.1 148.6 150.0 150.0 150.0 47.5 89.8 73.4 131.3 150.0 150.0 150.0 38.5 72.8 59.5 106.4 148.9 150.0 150.0 33.9 64.2 52.4 93.8 131.2 150.0 150.0 29.7 56.1 45.9 82.1 114.8 150.0 150.0 26.4 49.9 40.8 72.9 102.1 135.2 150.0 23.8 44.9 36.7 65.6 91.8 121 .7 150.0 21.6 40.8 33.4 59.7 83.5 110.6 150.0 37.4 30.6 54.7 763 101.4 150.0 30" 66" 120" STD. CUSTOM CUSTOM STD. STD. STD. HEAVY 37.9 27.3 55.3 96.7 146.1 150.0 27.3 39.9 69.8 150.0 24.1 35.3 61.7 93.2 150.0 28.6 50.0 753 138.8 25.2 44.1 122.3 22.0. 107.0 34.3 51.8 95.1 30.8 85.6 28.0 42.3 77.8 25.7 19 -1/8' 26-1/2" 30' 37' 42' 48" 54° 6o" 66' 72' 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 136.2 150.0 150.0 150.0 150.0 150.0 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 97.6 150.0 150.0 . 150.0 150.0 150.0 150.0 85.9 138.0 132.6 150.0 150.0 150.0 150.0 75.2 120.8 116.0 150.0 150.0 150.0 150.0 66.8 107.3 103.1 150.0 150.0 150.0 150.0 60.2 96.6 92.8 141.2 150.0 150.0 150.0 54.7 87.8 84.4 128.4 150.0 150.0 150.0 50.1 80.5 77.3 117.7 150.0 150.0 150.0 19 -1/8" 26-1/2" 30" 37' 42° 48° 54` 60' 66° 72' 84" 51.5 110.1 79.5 150.0 150.0 150.0 150.0 37.2 79.4 57.4 116.1 150.0 150.0 150.0 32.8 70.2 50.7 102.6 143.5 150.0 150.0 26.6 56.9 41.1 83.2 116.4 150.0 150.0 23.4 50.1 36.2 73.3 102.5 135.8 150.0 20.5 43.9 31.7 64.1 89.7 118.8 150.0 39.0 28.2 57.0 79.7 105.6 150.0 35.1 25.3 51.3 71.8 95,1 150.0 31.9 23.0 46.6 65.2 150.0 29.2 21.1 42.7 59.8 79.2 145.6 30" 20.5 41.6 150.0 30.0 83.4 150.0 135.4 21.5 37.6 109.8 33.1 52.6 96.7 29.0 84.6 25.7 40.9 75.2 23.2 36.8 67.7 21.1 61.5 30.7 19 -1/8' 26 -1/2' 30' 37" 42" 48° 54" 60" 66" n° 58" 143.8 150.0 150.0 150.0 150.0 150.0 150.0 - 103.8- 150.0 150.0 150.0 150.0 150.0 150.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 74 -3 119.3 114.7 150.0 150.0 150.0 150.0 65.5 105.1 101.0 150.0 150.0 150.0 150.0 57.3 92.0 88.4 134.5 150.0 150.0 150.0 50.9 81.8 78.6 119.5 150.0 150.0 150.0 45.8 73.6 70.7 107.6 150.0 150.0 150.0 41.7 66.9 64.3 97.8 136.8 150.0 150.0 38.2 61.3 58.9 89.6 125.4 150.0 150.0 19 -1/8" 26 -1/2` 30" 37` 62" 48' 54- 60" 66" 72' 96-4 34.5 74.0 53.3 108.1 150.0 150.0 150.0 24.9 53.4 38.4 78.0 124.4 150.0 150.0 22.0 47.2 34.0 68.9 109.9 145.6 150.0 38.2 27.5 55.9 89.1 118.0 150.0 33.7 24.3 49.2 78.5 104.0 150.0 29.5 21.2 43.1 68.7 150.0 26.2 38.3 61.0 80.9 148.6 23.6 34.4 54.9 72.8 133.7 21.4 31.3 49.9 66.2 121.6 28.7 45.8 60.7 37" 42" 54" 60" 21.9 32.0 56.0 89.0 150.0 23.1 20.4 35.7 56.8 104.3 28.9 46.0 84.5 25.5 40.5 74.5 22.3 65.2 31.5 57.9 28.4 52.1 25.8 47.4 23.6 43.4 19 -1/8" 26 -1/2" 30' 37' 42" 48° 54° 60' 66' 72" 63° 121.9 150.0 150.0 150.0 150.0 150.0 150.0 88.0 141.2 135.7 150.0 150.0 150.0 150.0 77.7 124.8 119.9 150.0 150.0 150.0 150.0 63.0 101.2 97.2 147.9 150.0 150.0 150.0 55.5 89.1 85.6 130.3 150.0 150.0 150.0 48.6 78.0 74.9 114.0 150.0 150.0 150.0 43.2 69.3 66.6 101.3 141.8 150.0 150.0 38.8 62.4 59.9 91.2 127.6 150.0 150.0 35.3 56.7 54.5 82.9 116.0 150.0 150.0 32.4 52.0 49.9 76.0 106.3 140.8 150.0 19 -1/8' 26 -1/2" 30' 37' 42° 48- 54' 60' 66" 72" 108,' 24.2 51.9 37.4 132.7 150.0 150.0 37.5 27.0 54.8 95.8 130.2 150.0 33.1 23.9 48.4 84.6 150.0 26.9 39.2 68.6 93.3 150.0 23.7 34.6 60.4 150.0 20.7 30.2 52.9 71.9 132.1 26.9 47.0 63.9 117.4 24.2 42.3 57.5 105.7 22.0 38.5 52.3 96.1 20.2 35.3 47.9 88.1 ALL LOADS ARE EXT.( +) /INT.( -). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE ' D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', '8' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT TYPICAL MULLION ARRANGEMENTS WIDTH (W) - 2 W2 1 CML FIA. PE 3888.3 CAN. 3535 PRODUCT RENEWED as =plying with the Florida Zxpire-.;an ads Eft AcecpWloe No CZ)]„,417 0 -J ill la tic a. 114 g CC a 0 al 11( sale • co a UPDATED FOR 2004 FBC UPDATED FOR 2007 FBC REV. PER BCCO COMMENTS 0 c. cri 0 0 el 8 8 drawing no. M04-04 3 sheet 4of 8 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (w) MULL SPAN A B C D E 19-1/8" 26-1/2" 30" 37" 42° 48" 54" 60" 66" 72" 38 -3/8° 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.1 150.0 150.0 150.0 150.0 116.0 150.0 150.0 150.0 150.0 102.2 150.0 132.9 150.0 150.0 89.4 150.0 1 16.3 150.0 150.0 79.5 147.3 103.4 150.0 150.0 71.5 132.6 93.1 150.0 150.0 65.0 1205 84.6 150.0 150.0 59.6 110.5 77.6 150.0 150.0 19-1/8" 26-1/2' . 30' 37° 42" 48" 54° 60" 66° 72" 50 -5/8" _ 150.0 150.0 150.0 150.0 150.0 122.8 150.0 150.0 150.0 150.0 108.5 150.0 141.1 150.0 150.0 87.9 150.0 114.4 150.0 150.0 77.5 143.6 100.8 150.0 150.0 67.8 125.6 88.2 150.0 150.0 60.3 111.7 78.4 150.0 150.0 54.2 100.5 70.5 141.1 150.0 49.3 . 91.4 64.1 128.3 150.0 45.2 83.8 58.8 117.6 147.0 19 -1/8' 26-1/2" 30° 37" 42" 48" 54° 60" 66" 72" 58' 148.5 150.0 150.0 150.0 150.0 107.2 150.0 139.4 150.0 150.0 94.7 150.0 1211 150.0 150.0 76.8 142.3 99.8 150.0 150.0 67.6 125.3 88.0 150.0 150.0 59.2 109.7 77.0 150.0 150.0 52.6 97.5 68.4 136.8 150.0 47.3 87.7 61.6 123.1 150.0 43.0 79.7 56.0 111.9 139.9 23.8 39.4 73.1 51.3 102.6 128.3 19-1/8" 26-1/2" 30° 37" 42° 48" 54° 60' 66" 72" 79.8 136.7 150.0 150.0 150.0 150.0 106.7 98.7 150.0 128.3 150.0 150.0 66.1 87.2 150.0 113.4 150.0 150.0 53.6 70.7 131.0 91.9 150.0 150.0 47.2 62.3 115.4 81.0 . 150.0 150.0 63" 54.5 101.0 70.9 141.7 150.0 36.7 48.4 89.7 63.0 126.0 150.0 33.1 43.6 80.8 56.7 113.4 141.7 30.1 39.6 73.4 51.5 103.1 128.8 27.6 36.3 67.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19-1/8" 26-1/2" 30" 37° 42" 48" 54' 60" 66' 72" 74-1/4" 116.0 150.0 150.0 150.0 150.0 83.7 150.0 108.9 150.0 150.0 74.0 137.1 96.2 150.0 150.0 60.0 111.1 78.0 150.0 150.0 52.8 97.9 68.7 137.4 150.0 46.2 85.7 60.1 120.2 150.0 41.1 76.1 53.4 106.9 133.6 37.0 68.5 48.1 96.2 120.2 33.6 62.3 43.7 87.4 109.3 30.8 57.1 40.1 80.2 100.2 19 -1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 84' 102.5 150.0 133.4 150.0 150.0 74.0 137.1 96.3 150.0 150.0 65.4 121.1 85.0 150.0 150.0 53.0 98.2 68.9 137.9 150.0 46.7 86.5 60.7 121.5 150.0 40.9 75.7 53.1 106.3 132.9 36.3 67.3 47.2 94.5 118.1 32.7 60.6 42.5 85.0 106.3 29.7 55.1 38.6 77.3 96.6 27.2 50.5 35.4 70.9 J 88.6 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60' 66° 72" 96" 89.7 150.0 116.7 150.0 150.0 64.8 120.0 84.2 150.0 150.0 57.2 106.0 74.4 148.8 150.0 46.4 85.9 60.3 120.6 150.0 40.9 75.7 53.1 106.3 132.9 35.8 66.3 46.5 93.0 116.3 31.8 58.9 41.3 82.7 103.3 28.6 53.0 37.2 74.4 93.0 26.0 48.2 33.8 67.6 84.5 23.8 44.2 31.0 62.0 77.5 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60° 66" 72' 51.7 79.8 147.8 103.7 150.0 150.0 57.6 106.7 74.9 149.7 150.0 50.8 94.2 66.1 132.3 150.0 41.2 76.4 53.6 107.2 134.1 36.3 67.3 47.2 94.5 118.1 108" 31.8 58.9 41.3 82.7 103.3 28.2 52.3 36.7 73.5 91.9 25.4 47.1 33.1 66.1 82.7 23.1 42.8 30.1 60.1 75.2 21.2 39.3 27.6 55.1 68.9 ALL LOADS ARE EXT.( +) /INT.( -). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 4D4 AND ' E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 120" 71.8 133.0 93.4 150.0 150.0 51.8 96.0 67.4 134.8 150.0 45.8 84.8 59.5 119.0 148.8 37.1 68.8 48.3 96.5 120.6 32.7 60.6 42.5 85.0 106.3 28.6 53.0 37.2 74.4 .93.0 25.4 47.1 33.1 66.1 82.7 22.9 42.4 29.8 59.5 74.4 20.8 38.5 27.1 54.1 67.6 - 35.3 24.8 49.6 62.0 19 -1/8° 26 -1/2" 30" 37° 42" 48" 54" 60' 66" 72" 132" 65.3 120.9 84.9 150.0 150.0 47.1 87.3 61.3 122.5 150.0 41.6 77.1 54.1 108.2 135.3 33.7 62.5 43.9 87.7 109.7 29.7 55.1 38.6 77.3 96.6 26.0 48.2 33.8 67.6 84.5 23.1 42.8 30.1 60.1 75.2 20.8 38.5 27.1 54.1 67.6 - 35.0 24.6 49.2 61.5 - 32.1 22.5 45.1 56.4 19-1/8" 26-1/2" 30" 37" 42" 48" 54° 60" 66" 72' 144" 59.8 110.8 77.8 150.0 150.0 43.2 80.0 56.2 112.3 140.4 38.1 70.7 49.6 99.2 124.0 30.9 57.3 40.2 80.4 100.5 27.2 50.5 35.4 70.9 88.6 23.8 44.2 31.0 62.0 77.5 21.2 39.3 27.6 55.1 68.9 - 35.3 24.8 49.6 62.0 - 32.1 22.5 45.1 56.4 - 29.4 20.7 41.3 51.7 ANCHORS A,B,CA OR E W1 ANCHORS A.B.C.D OR E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) - W1 + W2 2 a to ANCHORS TYPE A.B.C.D OR E HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE .1%."- GLAZING "-. '7 PRODUCT ��� VERTICAL LMULLION 0 MULLION GLAZING PRODUCT GLAZING PRODUCT W1 ANCHORS A.B.C.D OR E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) - W1 + W2 2 a to ANCHORS TYPE A.B.C.D OR E HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE .1%."- GLAZING "-. '7 PRODUCT ��� GLAZING PRODUCT ANCHOR AIL f t GLAZING PRODUCT 3 ANCHORS A,B.C.O OR E MULLION SPAN Engr. ARSHAO HOAR CML FLA. PE f 38863 C.A.N. 3538 ''RCDUCT RENEWED. a4 compIyi g with the Florida ildht , Cod. except= No 012OO_ Date 3 Wont >r, Product Control Division z 0 z a2 O O W o. cc o Q 4 • 0 M o <g3 o to'E • O :L L" ° 52 to 0 s m 0 w W d 0 0 2 z 0 2 � • • •n • • • Cpl I • • ▪ • ••a •S ••g.• •� • •• •.*. • * rPl• 0 ••.S 0Q • • •• .• .r�m • w • • • •• • LaJ •• • . YM000h� II • PO • • _ �•O ;3: L5i • � Q N 4J nN Q C1 to • r• 0 a U co .a 0 V Z NO CHANCE THIS SHEET UPDATED FOR 2007 FBC 2 0 v 0 m .0 c 0 ago 0 0 m8 8 8 a 8 4u N N O S n O m U 0 W gr n 0 0 drawing no. M04 -04 MULLION \M04 -04ESW Ed. • 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) Ed. • V iv 1111 MOM 1BY WOOD BUCK 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) 1.= N 1/4" DIA ULTRACONS 1 PER ANGLE Lag /1P- ,.r • !--1111r— N. G FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1 -3/4" Q.C. MIN. 2 PER ANGLE 2BY WOOD BUCK OR 000D STRUCTURE • 1!! ALTERNATE ANCHOR LOCATION 1/4" OWL ULTRACONS 1 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE e• • • 00 ;Pe T,�■1 T ��� FLOATING CUP SNUG FIT INSIDE MULL ANCHORS TYPE 'A' #14 SMS 1 -3/4" 0.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE x 2 Ed. 2 1/4" MIN. 1/4" DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 1/4° DIA. ULTRACONS 2 PER ANGLE 2 Ed. 1" MIN. 1 BY WOOD BUCK 1/4" DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) PitWIN FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1 -3/4" O.C. MIN. 2 PER ANGLE 1/4° DIA. ULTRACONS BY 'ELCO. ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DISC. MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 2BY WOOD BUCK 11 11 II II U LI 1 1 I I I I I/4" 014. ULTRACONS 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE gw"wisr. FLOATING CUP SNUG FR INSIDE MULL ANCHORS TYPE 'B' 114 SMS 1 -3/4" 0.C. MIN_ 2 PER ANGLE Engr. ARSHAO VIOAR CIVIL FI A. PE ( 38863 C.AN. 3538 OCT 01 ZUU9 11 11 11 11 u II 1I II 11 u 2 x 2 X 1 /8° ALUM ANGLE RODUCT RENEWED complyirg with the Florida tapd5 Cie .. NO f• a. Date 1 •::. Product Control t 1 tcn ttzau n Q 114 g n 0 n. O 6• c V OI.aov4 O 9▪ 11 a 16 i �' Els N Z 0 �1• •g el am 6 J drowing no. M04 -04 sheet 5 Of 8 •• • • • •• • • • • •• • • ••• • • • •• • • • •••••• • • • • ••••• • • 000000 •• • 000000 • • • • 0 2 z 0 —J 2 2 Ed. 1 /4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) 1/4° DIA. ULTRACONS 1 PER ANGLE 1/4° DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) • • 1/4' DIA. ULTRACONS 2 PER ANGLE • • • � V � #14 SMS 1 -3/4' 0.C. MIN. 2 PER ANGLE Ed. 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'C' 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2° FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'D' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WffH ALKALI— RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. Engr. A,RSHAO WAR CRC FLA. PE # 38863 C.A.N. 353a OCT 01 Z009 PRODUCT REI -:EW !) ct,:cplyiluz +-•=1a the Sunda a .13).r '..,-.i; Code Pt1' Ido By i1Xd. Product Caskel Division o�t4 to d B 2 O i Z t • G aCWq O d <o 11 o ' Pci E n n n n V Z • en O • C• • . 1 r • Tr ell' �• •• •r 1 a • : E! < 162 .4m s c 0 u UPDATED FOR 2004 FBC NO CHANGE THIS SHEET a s m C 0 0 m G 0 O 0 o N O 0 C t0 h O 0 1C 0 0 W n 3 0 0 drawing no. M04 -04 sheet 6 of 8 • • • • • • • • • • ••••• • • • • • •••••• • • • ••• • o • • • 5/16" DIA. ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) 5/16° DIA. ULTRACONS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 5/16° DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2" 1 -3/4" ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI — RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. Engr: ARSHAD )1OAR FLA. PE1 38963 C.A.N. 3538 OC 101 2009 ''RODUCT PE W'_D Is cr,mp th3 with the Florida ;wiui:ig Co: eactx-ps sae PYv By 1Aianii Dade Product Contro Division S.03 zo 144"'u Z o Q eg lV 2-g rl O t °I V) 8 O • HrE 1' ?tOE Oqgg �! Q Weil W O z 0 J n N �•d• • v • • Z • .• • O• • •3 • a :u'~i• • • ��•+■ . J •:• L� 3• • • • Q V•N Q • '••• • N W s c ) C O 0 0 OI d UPDATED FOR 2004 FBC NO CHANGE THIS SHEET UPDATED FOR 2007 REV. PER BCCO COMMENTS .o m D m 0 N r a 8 0 •C co O W • 0 N O 1 0 drawing no. M04 -04 sheet 7 of 8 /14 SMS SEE CHART FOR QUANTITIES TUBE MULLION 110 FH SMS 2/ SIDE 1 /8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULUON TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ANCHOR NO. OF CHART SCREWS TYPE A 2 TYPE B 3 TYPE C 2 TYPED 4 TYPE E 4 TUBE MULLION ACCESS HOLE 114 FH SMS 1 -1/2" 0.C. MIN. SEE CHART FOR QUANTITIES C ) #10 FH SMS 2 PER CLIP 1" 0.C. MIN. N N N n Ul ' Z 'A • • (0 •• qft • a • • . W 0- m ' • • • • • is W 3 r` r) I 6i i ••2 Z L+. in • • • • Q (•N Q J •• W 2 5 r 1 -3/4' X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE C ANCHORS DETAIL #1 METAL TO METAL CONNECTION BCCO COMME 114 SMS SUBSTRATE Ed. MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" W d at 0 N Of 0 c Engr; ARSHAD VICAR CIVIL FLk PE } 38863 RODUCT RENEWED CAN. 3538 cni3Lyin,5 with the Ploridr 94111 ilNo O tan= Code 0 0 N 3 a O_ 1 L 1 drawing no. M04 -04 ) sheet 8 of 8 ) GENERAL NOTES: 1. SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT, 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 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 bpi USED IN THEIR ANALYSIS. FASTENERS SPACING IN WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. THIS WINDOWS 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. P U SHEET 4 (SCHEDULE #1). VII I 0 FO; T,< S I u G�. G W RESISTANT WILL NOT REQUIRE A HURRICANE PROTECTION DEVICE., 4. THIS SERIES 20000 F11GH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT 1-4 F D , T S S 1 SHEET 4). 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. f'c = 3192 psi), MIN. EDGE DISTANCE (E.D.) = 2 1/2 ". — 1/4 "0 TAPC ANCHOR W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW /BUILDEX, INC. (COMPONENT 21 ), 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 22 ), 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 2U3 ). (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 ©3 ). 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 LIFE 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 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 1 -IE I;ROFES'SjQMIAt ENGINEER OF RECORD THAT PREPARED IT. • • • • • • • .... • • •• •• • .• • • • • . • • .. • • • • • • • • •• • • • • • • .• .• • . • • •• • • • • • .. • • • • • • • •••••• • • • •.1 ••• • • •. ••• • • ..e.. • • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) Apparsped re samplyiatt wat Boo d SOD 141 AO 410-11:ifX.Iiilif: BY MIAMI -DADE CO St 02007 TILTECO INC. /1iliN\ C. TILLIT TESTING k ENGINEERING COMPANY ° - N.W. P) 3E: ( 8.. 1 830 8, Fm 8 7—Fl 3 1 3 3188 ap1r2 , 4 2009 Ulteco©coLoom — 0006719 y,1ER A. TILUT Jr., P.E FLORIDA Uc. 44167 P.E SEALISIGNATURE/DATE SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: I.A. /F.P. /M.C.V. NI WI 80 WWI 11111 WI NI gAferearSOACIWNWS 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 FAX: (305) 568 -6665 www.generalimpact.com 12/19/07 DATE ern. ND 5818 M. Its 07 - 307 DRAWING No 3 2 4 SHEET 1 OF 9 • 1.031' .082" .137" .082' _ .285' .774' 094 .128' 25' 10' x 412 OP. •J -:097' -.938' .458- 10 FRAME HEAD SCALE 1° = 1° 6063 -T6 ALLOY & TEMPER .082'- No .012 0P. .83• © VENT TOP RAIL SCALE 1° = 1° 6063 -T6 ALLOY & TEMPER GLAZING BEAD FOR 7/1 " GLASS SCALE 1" = 1° 6063 -T6 ALLOY & TEMPER .8 2' 1 .937. .156' .N .078' 1.130' 77 I jyyy� 409' - 713' ..33 A82' 713 2.375 9 3.501' 2 R.082' Jr (4) . 20 FRAME SILL SCALE 1° = 1° 6063 -T6 ALLOY & TEMPER .500' REF. r.187' .8 158' .09 .8 3' .082'- .081' ) .125' .137' j.j J 1 1 � 582' REF. - 5� H.D. VENT TOP RAIL SCALE 1° = 1" 6063 -T6 ALLOY & TEMPER 0.180' .108' .8 060 11 125 094' VA78' �►� .062• 1 ' .241 .078', .605' .073" 4..5" .031' .100' 18• 09 VENT LATCH, SCALE 1° = 1" 6063 -T6 ALLOY & TEMPER .500" .062' .43-r .271' 1.345" 1.823' 2 •J RV: 1.122 - i r -.082' .440" .013Y-1 . 303 1 1S ' -.070' 081' -- -.- -J �. 1.825• I 1.1E .9 .137' L- .825' .12r 1 A62 ". . 3' Aar R. I M. .3 ALUM. INS�RT BAR FOR SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER ® SASH CAM SCALE 1/2" = 1° 6063 -T6 ALLOY & TEMPER .082' .772. 2.187' .070' .094' 0 FRAME JAMB SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER A82' .813' 7' ® FIXED MTG. RAIL SCALE 1" = 1° 6063 -T6 ALLOY & TEMPER © VENT BOTTOM RAIL SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER ® COLONIAL UNTIN SCALE 1° = 1" 6063 -T5 ALLOY & TEMPER 0 VENT SIDE RAIL SCALE 1° = 1° 6063 -T6 ALLOY & TEMPER COMPONENTS ® ALUM. IN R BAR FOR SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER .••• • • •••• • • • • • •• • •• • • • • • •• •• ••• • •• • 020• • • • 0409 • • ' • • •••• • • • • 4141■• ® GLAZING BEAD FOR 5/16" GLASS SCALE 1" = 1" 6063 -T6 ALLOY & TEMPER FLORIDA BUILDING CODE (High Velocity Hurricane Zone) APR 2 1 200 P.E. SEAUSIGNATUREIDATE 2007 1ILTECO INC. / IL ECO INC. \ TIWT TESTING & ENGINEERING COMPANY 5386 N.W. 36th. St.. Ste. 305. 18RGJN1 CAROMS, E1 33188 Pha+e : (305)871 -1530 . Feu : (308)871 -1331 e-mail: tRtecoOaoLoom EB- 0006719 WALTER A. TILUT .h., P.E FLORIDA Lie. 44167 SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA./F.P. /M.C.V. 290 WEST 78 ROAD HIALEAH. FL. 33014 PHONE (305) 558 -8103 GENER.a►T. FAX: (305) 55.com IMPACT 09A88 & WINDOWS WwW.gen�afimpactct.com 12/19/07 DATE M. NO e •ua am. Im 07 - 307 DRAWING No a 2 4 SHEET 2 OF 9 BILL OF MATERIALS ITEM # DESCRIPTION MATERIAL 0 FRAME HEAD 6063 —T6 FRAME SILL 6063 —T6 0 FRAME JAMB 6063 —T6 ® FIXED MEETING RAIL 6063 —T6 ® ALUMINUM INSERT BAR FOR ® 6063 —T6 O VENT TOP RAIL 6063 —T6 2 H.D VENT TOP RAIL 6063 —T6 ALUMINUM INSERT BAR FOR 6063 —T6 VENT BOTTOM RAIL 6063 —T6 VENT SIDE RAIL 6063 —T6 ® GLAZING BEAD FOR 5/16° GLASS 6063 —T6 ® GLAZING BEAD FOR 7/16° GLASS 6063 —T6 O VENT LATCH ® 6° FROM ENDS 6063 —T6 10 LATCH SPRING ST. STEEL 11 GLAZING BULB VINYL NEOPRENE Q FRAME & VENT ASSEMBLY SCREWS, (20) #8 x 1° PH SMS ST. STEEL 63 SASH CAM 6063 —T6 Q VENT WEATHER STRIPPING — 3 FRAME SILL WEATHER STRIPPING — 16 BLOCK & TACKLE BALANCE 1© 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 18 SASH STOP — @ GLASS, 0.326' OVERALL LAMINATED GLASS WITH (1) 1/8° HEAT STRENGTHENED GLASS + A 0.090° INNER LAYER FILM DUPONT BUTACITE PVB, INTERLAYER BY El DUPONT DE NEMOURS, W/ NOA 05- 1208.02 + (1) 1/8° HEAT STRENGTHENED GLASS — (1.P) 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 DE NEMOURS, W/ NOA 05- 1208.02 + (1) 3/16° HEAT STRENGTHENED GLASS — ®GLASS, 9 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 — 0 DOW CORNING 795 STRUCTURAL SIUCONE 1 SEALANT, FIXED PANEL FRAME. FRAME ALL AROUND (EXTERIOR AND INTERIOR). FRAME CORNERS AND VENT CORNERS. SIUCONE ® ANCHORS, 1/4 °0 TAPCON ANCHOR BY ITW BUILDEX, INC. STEEL ® ANCHORS, 1/4 "0 -14 TEK SCREW BY rTW BLIILDEX. INC TO WOOD BUCK, ALUMNUM TUBE OR STEEL MEMBER. STEEL ® COLONIAL MUNTIN (OPTIONAL) 6063 —T5 ® (4) NYLON ) IDES,LOCATED�AT VENT JAMB STILES AT 4 1/4° AND 35° FROM BOTTOM USING S. NYLON ® (2i) NYLON GUIDES LOCATED AT EACH END OF VENT MEETING RAIL USING (2) #8 X 1° NYLON SEE EDULE #1 ON SHEET 4) I PP° a (SEE SCHEDULE #1 ON SHEET 4) 1 1 Iril 1°441PIII4 ix I (SEE SCHEDULE #1 ON SHEET 4) EXISTING STRUCTURE (SEE SCHEDULE 0 ON SHEET 4) or EE SCHED LE #2 ON SHEET 4) GLAZI G DETAIL FOR CO SCALE N.T.S. (SEE SCHEDULE #1 ON SHEET 4) N u1 o • EXISTING STRUCTURE ON SHEET 4)LE #2 or (SEE SCHEDULE #2 ON SHEET 4) GLAZING DETAIL FOR fa SCALE: N.T.S. HEDULE #1 0t4 SHEET 4) (SEE SCHEDULE #1 ON SHEET 4) •••• • • •• • • • • • •• ••• •• NN• g . •• e•� EXISTING Iltl rURE • SCHEDULE #2 • s N SHEET 4 • _ :SEE • •• or s • #2 S(.H� y '4 . • • •••• GLAZING DETAIL FOR E SCALE N.T.S. FLORIDA BUILDING CODE (High velocity Hurricane Zone) • • Appnweii ms tamylLyieg BrLBl3 the IDAS'e' ► '2 • • Wilkaa APR 2 1-2009_. P.E. SEAL1SIGNATUREIDATE 82007 ULTECO INC. /1TrE.\ TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 38th. St.. Ste. 305. VIRGINIA CARO MS, R 33186 Phone : (308)871 -1530 . Fax : (.315)871 -1531 e —mail: tiltecoOaol.com EB- 0006719 WALTER A TILUT Jr., P.E. FLORIDA Lk. 44187 SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW DRAWN BY: LARGE MISSILE IMPACT RESISTANT I.A. /F.P. /M.C.V. _a -- N MI el IN NM IMPACT CLASS S. WeIDOW5 ?5e Creel ref on 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305) 558-8103 FAX: (305 558-6585 www.genero cam 12/19/07 DATE REV. re na DATE tar. se DATE 07 -307 DRAWING No 04/21%06 7 SHEET 3 OF 9 MAX. FRAME WIDTH (SEE SCuEDULE J1) °5° = ANCHOR SPACING (SEE SCHEDULE #2) OR AS APPLICABLE Max (2) 2 x0.25 WEEP SLOT AT 2.187" FROM ENDS. TYPICAL EXTERIOR ELEVATION (OX).. SCALE: N.T.S. * NOTE h1 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. ADDITIONALLY, 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 • xl I SURFACE APPUED. r COLONIAL MUNTINS (OPTIONAL) 4° ► 1 iax7 MAXIMUM FRAME HEIGHT in g e_._... MAXIMUM D.LO. "b" • MAXIMUM D.LO. c MAXIMUM D.LO. d in si 0 _ ? -- THRU4 SCHEDULE / &� 1 #2 SEE DETAIL 2 (3 ANCHORS) ° /' //j/,II II !il II 74 0/6 33 1/4" II 11 "T _ _I # _ 1 B%5 CR III/5 II "6" 3/8" 33 DLO. 47 1/4" O + 19 0+ 0 UNREINFORCED II +90.0, —90.0 psf 13.5 psf 53 1 /8" 74 1 /4° a'N?. 1 /4° 47 E/7 ns- SPACING ANCSEE SCHEDULE $2) . 5/8° 47 1 /4° ® + ® _ OR AS APPUCABLE s — ___IL__ (I _ (I v II a 11 II // C/5 __ I __4_ // /, II -, / "b" +--- in 0 15.0 psf MAX D.LO. 1 74 1/4" 33 1/4" 38 4• 1 L 4" 5/8° " " °5° = ANCHOR SPACING (SEE SCHEDULE #2) OR AS APPLICABLE Max (2) 2 x0.25 WEEP SLOT AT 2.187" FROM ENDS. TYPICAL EXTERIOR ELEVATION (OX).. SCALE: N.T.S. * NOTE h1 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. ADDITIONALLY, 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 MAXIMUM WATER pREssuRE MAXIMUM 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) MEEREQUIRED RNG RAIL (SEE SHEET 5) SEE DETAIL 2 (3 ANCHORS) +80.0, —80.0 psf 12.0 psf 53 1/8° 74 1/4° 33 1/4" 47 3/8" 33 5/8° 47 1/4" O + 19 0+ 0 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° ® + ® %%- REINFORCED In +100.0, —100.0 psf 15.0 psf ,4,q," 74 1/4" 33 1/4" 38 1/8" 33 5/8° 38° 8 + ® % REINFORCED n' +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" ® + ® W4I+ r� %� REINFORCED MAXIMUM ANCHOR SPACING SCHEDULE #2 SUBSTRATE ANCHOR TYPE DESIGN LOAD (p8) HEAD / SILL CBS Off OF ANCHORS 0 MIMING 840.. CONCRETE 1 4 "p �y BUILDEX T 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. SEE DETAIL 3 (4 ANCHORS) >100 TO 150 7° o.c. 7° o.c. SEE DETAIL 4 (5 ANCHORS) BLOCK 1/4°0 TTW BUILDEX TAP ON >80 ANCHOR 2 80 OR LESS 13" o.c. 13" o.c. SEE DETAIL 2 (3 ANCHORS) TO 100 10 1/2" o.c. 10 1/2° O.C. SEE DETAIL 3 (4 ANCHORS) >100 TO 150 7" o.c. 7° o.c. SEE DETAIL 4 (5 ANCHORS) WOOD 1/4"0-14 ITW/ BUILDEX T K 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 ANC) ALUMINUM TUBE OR SM. MEMBER 1/4"0-14 ITW/ BUILDEX TFK SCREW 23 80 OR LESS 18 1/2" o.c. 13° o.c. SEE DETAIL 1 (2 ANCHORS) >80 TO 100 14 1/2" o.c. 13" o.c. SEE DETAIL 2 (3 ANCHORS) >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 23 PPUCABLE W 11 DETAIL 3 4 ANCHORS • • • • • •• • • •••• • • • • •• •• • • • • • • • • • • •• • 114 OR 23 ,. APPUCABLE M DETAIL 4 5 ANCHORS •••• • • •••• •• • • • • • •• • •• • • • • • • •• •• • • • • •• • • • • • •• • • • • • •• • • • • • • • • • REQUIREMENTS FOR ANCHORS CONCENTRATION AT ENDS OF MEETING RAILS SCALE: N.T.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) • • • • • • 4 npiAng with GIG MO,. 19:: - lJ !1 ■■ w • 1-DADE COUNTY APR 2120119 P.E. SEAUSIGNATUREIDATE 02007 T9.TEC0 INC. IL ECO INC. TILLIT TESTING & ENGINEERING COMPANY ICAO. 36th. St., Ste. 303, VIRW6A GARDENS. Fl 33150 Phore s (305)871 -1530 . Fss. s 00671 -1931 e —mail: tfteco@col.com EB- 0006719 WALTER A. TINT Jr., P.E. FLORIDA Lie. 44167 SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW DRAWN Sir: LARGE MISSILE IMPACT RESISTANT pia CrearSoiiecnbn 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -605 FAX: 658 -88 : 885 w w.g pactcam 12/19/07 DATE REV. NO 88011 OAR 510. No 07 - 307 DRAWING No S, EDU C 9 1 0421//08 3 SHEET 4 DF 9 • MIN. E.D. SEE NOTE MIN. 2 "x 4" P.T. 9/1 WOOD BUCK SEE SCHEDU E #2 CNS-EET4 0.25° MAX. SHI SEE SCHEDULE ON SHEET 4 OPTIONAL SEE SCHEDULE #1 ON SHEET 4 ® s N w V w X w 2 SEE SCHEDULE #1 ON SHEET 4 a °w* 1 J bJ Jw= ci 6F) gw1° SECTION em9 1"x P.T. WOOD BUCKS (SEE NOTE 8/1) gC1i0N B —B SCHEDULE RAILS �,1 s SHEET 4 STRUCTURAL SILICONE OPTIONAL SEE SCHEDULE ON SHEET 4 MIN. E.D. EE NO 1 SEE MULE #2 ON S1EET 4 POURED CONCRETE OR CONCRETE BLOCK REQ'D. IM SEE y1ULE ON SHEET 4 20 d JJ JaW d 0 N tiZ w ° OPTIONAL v) z 0 w x 0 N a v C Odrit -iwz 0UN Nz M W ° SEE SCHEDULE ON SHEET 4 milml I( i ��:!!_ I SEE SCHEDULE #1 ! 11 ON SHEET 4 iL i1 l' Ill iir�I •=. 1 411 SECTION A=A SECTION B —B INB O 7� SCHEDULE #1 1541 O 4) SHFF7 4 RAL IlSTRUCTURAL TU ha_ SILICONE SEE SCHEDULE #1 ON SHEET 4 CPTIONAL SECTION 025° MAX. SHIM MIN. 2 "x 4" P.T. WOOD BUCK MIN. E.D. SEE NOTE 9/1 SEE SCI -ECU E #2CN9SEET4 INSTALLA ION INTO WOOD SCALE: 3/4"=1" SEE SC ON SHEET 4 SECTION Sri 0.25° MAX. HI 1"x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE OR CONCRETE BLOCK REQ'D. a Q SEE SCHEME t . CN SHEET 4 0. MIN. EE NO 9/1 ®CR SEE S3-EDUE OV SEED- 4 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) SIT'fION B' —B' REINFORCED MEETING RAILS STRUCTURAL SIUCONE MIN. E.D. SEE NOTE 9/1 SEE SCI -EDU.E #2 ON 9-EET 4 1/8" MINIMUM ALL THICKNESS ALUMINUM ALLOY 6063 -T5 0.25" S ®OR : 0 ID I SEE SIMILE aa1SST4 '►1!1!I11�� ilIflhI , SEE1 • ON SHEET 4 .••• SECTION A —A (SECTION—CAC Wm) •• • • • • • •••• • • •••. •• • • • • • •• •• • cR ®SEE SO-EDLLE #1 aV SI-EEJ 4 AT MEETING RAILS OP & 0417. & S ) REINFORCEMENTS INSTALLATION 1141•0• •: ALUMINUM MULLION • SCALE: 3/8 " =1" • • • • • MIN. E.Q. SEE NOTE _... 9/1 • • • • • • • . • • • • •• • • • • SEE SCHEDULE #2. • • CN S-EET 4 • •, • • • • • 1••• • • •.••• • • • • • • STEEL MEMBER BY 011-ISS 9�Ai L O■FORN TO AS.T.M A-500 A-653 CR A-36 W/ 12 GAGE MNINJM WALL THICKNESS. 0.25" MAX. SHIM ®°R SEE 9p ®ULE4 ��4 111[ rii1 ...1 ®CR SEE SC1-EIY.IE #1 ON SFEET 4 SECTION A —A (SECTION C —C sim.) INSTALLATION INTO STEEL MEMBER SCALE 3/8 " =1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone) INSTALLATION INTO, POURED CONCRETE OR CONCRETE BLOCK SCALE: 3/4"=1" Ft.vidleDer 1[I .K ,! ILO aS APR 21 2009 Pa SEALLSIGNATURBfDATE @2007 TILTECO INC. / IL ECO INC. \ TIUJT TESTING & ENGINEERING COMPANY 5355 8.14. 38th. St., Ste. 305, VIRGIN*, GARDENS. P1 33155 Phone : (105)871 -1530 . Fos : (705)871 -1531 e —mail: ttlteco®ool.com EB- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA tic. 44167 SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT 290 WEST 78 ROAD HIALFAH, FL. 33014 PHONE: (305) 558 -8103 GEN_ERAL www.generalImpact.com FAX: (305) 558 -8885 SooW N _ REV. 110 Oi:saIPflwt 0415 005. No DRAWN 9Y: I.A. /F.P. /M.C.V. 12/19/07 DATE 07 -307 DRAWING No SHEET 5 OF 9 • L obi 0 Li zzz r 0� .0 zz Xw llw tin SEE SCDt1LE #2 ON9-EEr4 0.25" MAX. SHIM 0.25" MAX. SHIM (BEYOND) -®5 OR ( ® +6 OPTIONAL 1° x P.T. OOD BUCK (SEE NOTE 8/1) a wp-- Zz SHEET 4 W (BEYOND) -u MIN. BEDM E NOTE %IVA 4 =.- .- 3 -- -. _-: •••• • 1 •• .0' i ••WO •Z Z •• q,W • • • •• 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 SCFECULE #2 ON SHEET 4 0.25" MAX. SHIM MIN. EMBEDMENT SEE NOTE 9/1 t•t:;lr---7,v7 L✓ Sc) OR -.'.' SGfIJ D CN SH_Er 4 A (BEYOND) --®5 OR (� + OR ® OR SEE SQWJ.E #1 ON SHEET 4 MAX. D.LO. "d" (SEE SCHEDULE #1 ON SHEET 4) •.e.•• • ••• ..• MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4) ® O SEE SCFECULE #1 ONSHEET4 SECTIONS D —D INSTALLA IONS INTO WOOD, POURED CONCRETE, CONCRETE BLOCK OR METAL. SCALE 1/2" 1" OPTIONAL •• • • • •• • • • • • • (BEYOND) OR (3 OR S IEDIAE #1 ONSHa4 MAX. D.LO. "d" (SEE SCHEDULE #1 ON SHEET 4) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4) MIAMI DADE COUNTY APPROVED MULUON (UNDER SEPARATE APPROVAL) 0.25° MAX. SHIM iD ta SEE SCI-01E #1 a SHfr 4 MIN. BEDMEN- SEE OTE 9/1 SEE SCFEDIAE #2 CN SHEET 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) IAMI -DADE CO ®2007 TILTECO INC. IL ECO INC. TILLT TESTING & ENGINEERING COMPANY 8355 N.W. 36th St. &.. 388. VAR GARDENS. Fl 33188 — Plane : (305)871-1530 . Fax : (308)371 -1531 APR 2 1 2009 P.E. SEAL/SIGNATURE/DATE e -mail: tfteco®ool.com EB- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Lic. 44187 SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA./F.P. /M.C.V. GENE, cSo 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8665 www.generaampact t:om 12/19/07 DATE Inr. w NM la 07-307 DRAWING No a 3 SHEET 6 OF 9 SEE 93-EDJLE #2 ON SHEET 4 0.25" MAX. SHIM MAX. D.L.O. "b" (SEE SCHEDULE #1 ON SHEET 4) 0 OR 9� OR SEE Sp-ED.AE #1 it SI Er 4 Gitl•I!��l��' Ayl %j�� OMOIMM MIN. BEDME NOTE MIN. 2 "x 4" P.T. WOOD BUCK O OR inkriaimir 1 1 MIL 0.25° MAX. SHIM erioir)° ... i 1 fi- 1° x P.T. OOD BUCK (SEE NOTE 8/1)0 LJ w cp zZ � W SCHEDULE SHEET 4 ®OR cr d • MIN. EMBEDMENT -4d $SE NOTE 9/1 is iv 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 9p- EDUI.E #2 ON SHEET 4 SEE 93 -EDULE ON SHAT 4 0.25° MAX. SHIM OPTIONAL MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4) MAX. D.L.O. "b" (SEE SCHEDULE #1 ON SHEET 4) 40 a eoRooR SEE SCIEDU1E #1 �,�,, qV SFEEr 4 title SEE SO-EDLLE #1 ON SHEr 4 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 0.25° MAX. SHIM ,miumram. NMI MN' :.,..m Ige ilk. Ani Aorri 1, �r MIN. EMBEDMENT EE NOTE 9/1 41 SEE SCHEDULE CN SFEEr 4 SECTIONS E -E, INSTALLATIONS INTO WOOD. POURED CONCRETE,, CONCRETE BLOCK OR METAL. SCALE 1/2" — 1° OPTIONAL a 4 4 • . • w ..•• . 4 • .d•••• a. • •*... • • . • 4••■•• . ••4..• • • •i •• 4. •••• • • •••• • . O1 • • re • • . w a� • ••0 z •• •ww • In • •• •• • • • • •• • 0 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 4 OR ' SEE SCHEDULE CA SI-I ET 4 MIN. EMBEDME SEE DOTE 9 e © e) so- SEE SCHEME #2 CN SHE[ 4 0 2y om zz /1 \--1/8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 • • • •• • • • • • • s • •• • • • • •• . • POURED :C8146RETE OR CONCRETE BLOCK WALL REQ'D. FLORIDA BUILDING CODE (High Valodty Hurricane Zone) b v, B). MIAM!-0ADE CO 02007 TILTECO INC. /1TTEINC. TILLIT TESTING & ENGINEERING COMPANY CMS N.M. 3801. Si. Ste. We, mom CARDING. n 33188 APRPhan : c35 }871 -1830 . Fax : (30071 -1931 APR 2 1 200'9 a —man: tinecoeaoLcam E5- 0.08719 P.E SEAUSIGNATUREIDATE WALTER LORID Lk. 44187 E SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: :• - Gr BItAL` 290 WEST 78 ROAD HIALEAH. FL. 33014 PHONE (305) 558 -8103 FAX: (3055) 558 -8885 www.gene pactcam 12/19/07 DATE 1nr. OA 1 2 W'1a®1roh OATS a,4 a" a OATS 07 - 307 DRAWING No SHEET 7 OF 9 • ( ) # 8 X 1 " PH SMS © (3) #8 X 1" PH SMS CONT. SILICONE CONT. SILICONE (3) #8 X 1 " PH SMS CORNER CONNECTION AT FRAME HEAD AND SILL SCALE 1/2" = 1" APimencd 20 complying with the MALI &Mery Date 'WAS APR 2 1.- P.E. SEAUSIONATURE/DATE © 2007 TD.IECO MC. IILIECO ,Hc. •' TILUT TEStINO & ENOINEERIN6• L'oMPANY 0355 N.W. 38th. St, Ste. 305, MONA GARDENS, Fl 33188 Phone : (305)571 -1530. Fox : (305)871 -1531 EB- 0005719 • • WALTER A. TILUT Jr. P.E. • FLORIDA Lit. 4411,7 • • • • •• R(4® FLORIDA BUILDING CODE (Hlgh Velocity Hurricane Zone) SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW • LgRQE mISSILE IMPACT RESISTANT • • • - • • • • • • • • __3 • _ _ •• n� s.• ."1. ••• • • • • • • • • • • • • • •• •• ••• • • •>I Cla�sWINDOWS Fo • • • • • DRAWN 0Y: 290 WEST 78 ROAD HIALEAH. FL. 33014 PHONE (305) 558 8103 FAX (305) 558 -8885 www.generolimpactcom acv. •• 4 OESCRIPREON PAM 12/19/07 DATE 07 -307 DRAWING No SHEET OF 9 • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • CORNER CONNECTION AT BOTTOM VENT SCALE 3/4" = 1" j!''..&1 s? nP::ah. Yid with the aaerrd rt:;f3: take N •'AO coz +:i�P7Ci�.i� f• I .. I -DADE e r P.E SEAUSIGNATUREIDATE 82007 TILTECO INC. V10. •i / IILIE C I tic . •• TIL.LIT TESTING & ENGINEERING' i:OitlA Y N.W. 38th. Ste. 305, VWO NP OMENS, tt 33166 (30571 -1530. Fax : (305)871 -1531 e -mail: tilteco@aoL$b ••• E9- 0008719 • • WALTER A. 11WT Jr., P.E. • FLORIDA Lic. 4448: • • • • • • ( (2) #8 X 1" PH SMS #8 X 1 PH SMS FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 20000 HIGH IMPACT SINGLE HUNG WINDOW . •.LIIM MISSILE IMPACT RESISTANT .. • • .. • • kill I • .. ii GE • Mr • • Cretesilbitilie 444110 • agIagil • au tn. no • 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE (305) 558 -8103 FAX 305 558 -8685 WWW.ge6lerai mpoctcom • • e • • • • •. • • a DRAWN BY: 12/19/07 DATE aIESCRrnmt 07 - 307 DRAWING No SHEET 9 OF 9 ••• • • • • • • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • •. •• • • •••• • • • •• • • • • • • • • • • • • • • • • •• • • • •• • • •• • • •• • • • • •• • • • • 4 •• • • • • • • • • • •• • •••• • • • • •• •• • • • • • • • • • • • ••