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WS-12-1965
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180265 Permit Number: WS -10 -12 -1965 Scheduled Inspection Date: January 29, 2013 Inspector: Bruhn, Norman Permit Type: Windows/Shutters Inspection Type: Final Owner: BERGNES, ADRIANA Work Classification: Window /Door Replacement Job Address: 101 NE 102 Street Miami Shores, FL 33138- Project <NONE> Contractor: GENERAL IMPACT GLASS & WINDOWS CORP Phone Number Parcel Number 1132060131790 Phone: (305)558 -8103 Building Department Comments 18 WINDOWS 1 DOORS IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments eG January 28, 2013 For Inspections please call: (305)762 -4949 Page 4 of 22 PERMIT # �! 1 Cl 4 _ 7 CONTRACTO' 1 SUBMITTAL D T ADDRESS: l t02 NAME: RESUBMITAL DATES: \.PROJECT TYPE: ZONING STRUCTURAL IMPACT FEES ELECTRICAL HRSIDERM PLUMBING NOC /9 MECHANICAL -BLDG-1___ aKtiii )" Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 101 IO& C O a- 8T City: Miami Shores Folio/Parcel#: 11 32-0601 3) —1 ei ° FBC 200 Permit No .WS f q `o Master Permit No. County: ROOFING 7P‘ 6. 93 q5' Miami Dade Zip: 3•1e, Is the Building Historically Designated: Yes NO � Flood Zone: OWNER: Name (Fee Simple Titleholder): 1 cU '6102- GerVILS Phone#: %lam — — q 3914 Address: 101 i) iO241 City: ((1 m i State: Zip: 33 L3. e Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 0jtk7)1 ei:InPcla Phone#: 30S-4118-51O3 Address: VW 70 RA— City: N� State: Qualifier Name: Mr6C Cut State Certification or Regigtration #: lam: 5169'4 Phone #: Certificate of Competency #: Zip: `3 olo Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 2 S ! o O5 Square/Linear Footage of Work: -05 Type of Work: °Addition °Alteration °New Zepair/Replace °Demolition Description of Work: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ * *+k* * # * * * k * d= * * As * * * * * * * * +h * * * * * CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ A ik 411 ,JO A/ :x'191 " I .fd� Co'or thru tile: k=' in NEW o Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ * *+k* * # * * * k * d= * * As * * * * * * * * +h * * * * * CCF $ CO /CC $ DBPR $ Bond $ 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 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FI FCTRICAL 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 properly is subject to attachment. Also, a certified copy of the recorded notice of com ' - ncement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I absence of such posted notice, the inspection wil not be approved and a reinspection fee will be charged l 1 Signature A ♦ — Signature i Owner or Agent 11 Contractor The foregoing instrument was acknowledged before me this 1 'I The foregoing instrumen was acknowledged before me this day of er , 20 l Z.-, by A, ne, mr1 4. 66 S . , day of Z.& % 1/28/2012 12 :51 239 -437 -8444 STATEWIDE INSURANCE CERTIFICATE OF LIABILITY( INSURANCE PAGE 01/83 OAS 11128!12 THiS CERTIFICATE IS ISSU D AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON TIME CERTIFICATE HOWER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR N TIYEi Y AMEND, warm OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THiS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: iflhe canniest* bolder le =MOTIONAL INSURED, the Pafl Y(les) met 1e artdorood. If SUBROGATION iS WAIVED, IsUI*eatto the lama and candleensoftto pb 1tt1J aartaIn paIkdas may rattutre an endorsement. A statement en tldBaerShceste dares not cantor rigida to the Gertiiivats holder in Sou of such 4r►durtAMUDd(c}. PRODUCE) StaltevAd8 Insurance Markel #30 BlErIch 4 8784 Allan Read, Suite 4100 Fort Myere, FL 33912 Pharte (239)437 -64444 Fax (230)437-8444 = GENERAL IMPACT GLASS & WINDOWS, CORP. JAM, LLC. 4E3ICA D. MICHEL (239)437- 6444 ineurancasweimalLcom INSURER(a) AFFORDING COVERAGE Q1auRER A e ESSEX iNSURANCE CO. Pa 280 West 7Bth Road INrstti(ER D a Hialeah, FL 33014 WOW 8, MOIRES Ps COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: CERTIFY TH1815 TO ABOVE POUCY PERIOD ATEP.NOTWITS NOTWITHSTANDING ANY RECURRENT, 1 OR OCC NDTI1QN OF ANY CONTRACT 0R OMER DE U WITH RESPECT T FUC IS CERTIFICATE MAY 8S IBSUEU OR MAY PERTAIN. THE iNSURANOE AFFORDED 5YTNE PDLiU1E,8 DESCRIBED HER�113 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POuC1E$, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAiD CLAWS. ti _239)437 NAiC Y A TIMII0F=MAmm IINNSR wvo POUO'f NUMBER 6ENRAL uutterry COMMERCiALsEhERAtusat 1TY • CLAMS-MADE 0 OCCUR • $2,5V0 DEDUCTIBLE n OEM AGGREGATE LSATAPPLES PER POLICY 0 2Lar rJ LOC AtI ONIDE .E LIABILITY D ANY AUTO [ HIRED AUTOS 0 AUTOS EL_ . 0 Q UMnRaLLA LAAE 0 occuR WE= CIAINSAIADE • DED 0 I1E7E1' Na WOOS= CoMPENSATRIN ANS EEWW'Y8R8' LIABILITY Yi St (jhl�MVtNyyYPA ItRTNC F_CUrNE N1A Daft ON ERAT(0NSSew 3003210 essm as* 08/1412012 0911412013 DESCRIPTION OF OPERATiONS / LOCATIQNS t VEHICLES (Mali AMMO 109, Mankind Rmearka �eauis. E mare ewe is requtred) OPERATIONS: MANUFACTURE, RETAIL, & INSTALLATIONS OF SHUTTERS, WINDOWS, DOORS THIS GENERAL LIABILITY POUCY C©NTIANS A DEDUCTIBLE OF $ 2,00000 PER ANY CLAIM. CERTIFICATE HOLDER CITY OF HiALEAH 601 PALM AVENUE HIALEAH FL 33010 ACORD 25 (2010/055) OF LENTO F DANA a TO RENTED MID ESP (Any cnestn. PERSONAL AA0VaWIY GENERALAgQREGATE FRODUCT3-COMPIR I'ACia LIMIT nODnY iNAJRY (Pet Peon) DOWN WAURY (Par FRIARA AQE EACH OCCURRENCE AGGREGATE 6Tu- EA- EACH ACCIDENT $ 1,000,000,00 $ 50440.00 $ 5,000,00 1,000.000.00 s 2400,000.00 $ 2,000.000,00 3 A S A El_ DISEAS -EA EL Di$EABE- POLICYLIMIT 8 CANCELLATION SHOULD ANY OP THE ABOVE DNSCRiBBO POLIDIES BE CANCELLED BEFORE THE EXPIRATION DATE THERECP, N01ICE WIN. BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AummR® RBPRa$ENTA •a ACORO CORPORATION. All rIB(tltfl ra�uer�vapd. y r Balm .. d a e c RD r �dl JESSICA D. MI r RECEIPT NO. BUSINESS NAME / LOCATION GENERAL IMPACT GLASS & WINDOWS CORP 290 W 78 RD OWNER :GENERAL IMPACT GLASS & WINDOWS SPECIALTY BUILDING CONTRACTOR 30- 5773784 THIS NO NOT A BILL 5BBSS0 223 Y 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 wCENED «falt647Al2 02340013001 000175.00 FIRST -CLASS U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. DO NOT FORWARD GENERAL IMPACT GLASS & WINDOWS CORP JOSE A ZUNIGA PRES 290 W 78 RD HIALEAH FL 33014 52 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION, CONSTRUCTION INDUSTRY LICENSING BOARD (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 • 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 log onto www.myfloridalicense.com.. There you can find more information about our divisions and the regulations that • impact you, subscribe to department newsletters and team more about the Department's initiatives. Our mission at the Department is: License Effidently, Regulate Fairly. We -• constantly strive to serve you better so that you can serve your customers. ; . • •• •- „ • • CERTIFTEID tinder; the Oi-ovielotts . Ch. 489 Fs Thank you for doing business in Florida, and congratulations on your new license! datai AUG 31, O14 1,1201.1361.395 DETACH HERE DOCLIrdEfIT:RASA COLORED BACKGROUND-T,NirCROPRINTINO=,;LINENIAF&6: PATENTED PAPER4.1.7,-,,;,-..)--:*2;:t;-7-.>S:it--`-'3 07/36/0 I2004456 CGC15i394 The GENERAL 'CQNTRAC Namedsbelow IS CERTIFIED tinder the-provisions of'Chapte gx-piration date: AUG 31, 2014 . • . . • . '4. -• CRUZ, i; • ■ • • SEQ#L12073001395 vo• • :' riieritfn‘i A 0 KEN LAWSON SECRETARY ' -411 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 December 7, 2012 Permit No: WS12 -1965 REVISION Building Critique 1) Provide a valid application. The layout for the house shows a change. Provide engineered plans and calculations providing for all structural changes. 4,---STOPPED REVIEW Norman Bruhn CBO 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 413,0 ) DATE: > /1 ,(Contractor o Owner o Architect Picked upsets of plans and (other) Address: /e 4E /dam 6-77"— From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: (� PERMIT CLERK INITIAL: g)Z4 RESUBMITTED DATE: PERMIT CLERK INITIAL: Page 1 of 1 www- generallmpact-com 2&e CfearSotutio'n 290 West 78111 Road. Hialeah, FI - 33014. Ph: (854) - 226 - 5555 - (305) - 558 -8103. Frac ( 305) 558 - 6665. (866) 748 - 8375 - (868) SHUTTERS Customer Name: rdject Name : Address: City: Contact Name & e- mail: ADRIANA DIAZ BERGENS 101 NE 102ND STREET MIAMI SHORES Customer ID: TYPE OF SALES ,z NEW No. 685179 Date 11/16/2012 LL101 State: Zip Code: Series -items Description Zone 4 or 5 Product Design Pressure SGDoor French Door Build Width 30 Build Length Negative Pressure ZONE -4 -50.5 ZONE -5 -62.3 Positive Pressure . ZONE 4 &5 46.5 30 Build Height 10% Comer Distance WIDTH LENGTH 3 3 15 From Ground Floor to the Apartment Location HEIGHT v CONFI URATInN AS VIEWED FROM OUTSIDE LOOKING IN 1111111 Other: System Description S•2I000 SHAPE DESIGN Open Zone Location ColoNal Type - CtY Lmo pa Panel. THE FIRE BUILDING CODE REQUIRES EGRESS BASED ON THE SPECIFICATIONS OF THE COUNTY WHERE PROJECT WILL BE PERFORMED. EGRESS SQFT REQUIRED PER COUNTY: MIAMI DADE COUNTY = 5.7 SQFT = BROWARD' 5.0 SOFT. Frame Color & Paint Type 1 191 81 511000 -560 Siding Glass Dos' 28 81 521000 Fixed Windows INVULotE PPL- Fuilvlew YES Full view NO flans Color (lass Composition - 1 1 White Powder Clear White Powder Clear tilr - est3f1r- HS•.090" HMS • In 3H HS 4•.090 " ?VS •N HS. UnttPdee 1 Total.Pnce 1 $ 2,623.11 $ 2,823.11 1 $ 377.09 $ 377.09 COMMENTS: CHANGE ORDER WILL FOLLOW FOR REVISED PERMIT FEE Total Items / Total Windows .. SUB TOTAL MATERIAL 3,000.20 SHOP SPECIAL ENGINEERING INSTALLATION WOOD BUCKS OTHER: 545.00 105.21 - OU I b-iUE RESTORATION INSIDE RESTORATION HOISTING (EQUIPMENT) LOCAL SALES TAX DISCOUNT 212.02 Wood buck price Is an estimated price, and may be adjusted by General Impact upon Inspection of well interior. GRAND TOTAL FIRST DEPOSIT DEPOSIT UPON MATERIAL DELIVERY 3,897.43 $ 1,948.71 $ 1,948.72 ( SALES CERTIFICATE /f i EXPORT GUIDE # COUNTY eD DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE OA General Impact Glass & Windows, Corp. 290 West 78th Road Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manlier, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "21000 Nigh Impact " Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 12 -004, titled "Series 210001 High Impact w 1 'ed Laminated Glass Windows", sheets 1 through 9 of 9, dated 01/09/12, with revision #1 prepared Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10 -0104.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805, SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamidade.eov/pera/ gulf 14 r�':l, X4r:li�I NOA No. 12-0206.07 Expiration Date: February 17, 2015 Approval Date: April 12, 2012___ Page 1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 12-004, titled "Series 21000 High Impact Fixed Laminated Glass Windows ", sheets 1 through 9 of 9, dated 01/09/12, with revision #1 dated 01/09/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. Test reports on: 1) Air Tnfiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F [L -6058, dated 10/23/09, signed and sealed by Julio E. Gon7alez, P. E. (Submitted under previous NOA #10- 0104.03) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC 2007, prepared by Tilteco, Inc., dated 11/12/09, signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under previous NOA #10- 0104.03) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERilifiCATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11(16. E -1 Manuel Pe '.E. Product Control = finer NOA No. 12 -0206.07 Expiration Date: February 17, 2015 Approval Date: April 12, 2012 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 27, 2012, signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of no financial interest, dated November 3, 2009, signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under previous NOA #10- 0104.03) 3. Laboratory compliance letter for Test Report No. FTL -6058, issued by Fenestration Testing Laboratory, Inc., dated October 23, 2009, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA #10- 0104.03) G. OTHER 1. Notice of Acceptance No. 10- 0104.03, issued to General Impact Glass & Windows, Corp. for their Series "21000 High Impact Laminated Glass" Aluminum Fixed Window — L.M.I., approved on 02/17/10 and expiring on 02/17/15. E -2 te,t9a0_4 Manuel Pe Product Control E m er NOA No. 12-0 06.07 Expiration Date: February 17, 2015 Approval Date: April 12, 2012= Brae' ard, Paim Beach Wind Speed: 170 mph Exposure Category 'C' Mean Roo Height up to: 15 ft ? +37.8 All Tribu ary Areas Zone 4 (Interior) -41.0 Zone 5 JCarner) +37.8 -50.6 20 ft +40.2 +42.1 +43.7 25 ft 30 ft -43.6 +40.2 -53.8 -45.7 +42.1 -56.4 -47.4 +43.7 -58.6 35 ft +45.2 -49.0 +45.2 -60.5 40 ft +46.5 -50.4 +46.5 -62.2 45 ft +47.6 -51.7 +47.6 -63.8 -52.8 -53.9 -54.9 -47.8 -49.2 -50.4 -51.6 -53.6 -55.4 -56.9 -58.4 +48.7 +49.7 +50.6 +47.8 +49.2 +50.4 +51.6 +53.6 +55.4 +56.9 +58.4 -65.2 -66.5 -67.8 -87.7 -90.2 -92.5 -94.6 -98.3 -101.5 -104.4 -107.0 GENERAL NOTES easyseais.com ASCE For W Wind Pressur 7 e lfin r 1n ds R_ GI© :, IND LOAD CH - SOUTH FLORIDA EDITION - ©roward, Paim Beach (Coast) Wind Speed: 170 mph Exposure Category 'D' All Triburary Areas 90 ft +56.6 +57.5 +58.4 +54.9 +56.2 -57.7 -59.0 -60.2 -61.3 -62.4 -63.3 -54.9 -56.2 -57.3 +53.2 +54.4 +55.5 +56.6 57.5 +58.4 +54.9 +56.2 +57.3 -71.2 -74.3 5.7 77.0 103.0 -105.1 100 ft +58.4 -58.4 58.4 -107.1 -60.3 +60.3 -110.5 -61.9 +61.9 63.4 +63.4 -64.7 +64.7 -113.5 • Design conforms to the 2010 Florida Building Code. • Tabulated design wind loads are based on ASCE 7.10 specifications for components and cladding based on design criteria as noted herein. • Where this document is used for permit, applicability of design criteria noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) shall be verified by the contractor & building official prior to construction. • This specification may be used In conjunction with engineering under separate certification (by this engineer or by others) using Allowable Stress Design (ASD). • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, 0200, Boca Raton, FL 33432 mp lnents & Cladding psF] For use with Allowable Stress Design Miami -Dade (Coast) Wind Speed: 175 mph Exposure Category 'D' ind Speed: 175 mp ure Ca ASD Load Combination Coefficient: 0.6 Enclosed Bldg: GCpi = ±0.18 All Triburary Areas Zone 4 Zone 5 'Interior) (Corner), Mean Roof Height u•to: All Triburary Areas Zone 4 (Interlor) Zone 5 'Corner) RT Kzt = 1.0 Kd = 0.85 Florida Keys (Coast) Wind Speed: 180 mph Exposure Category 'D' Mean Roof Height u • to: All Triburary Areas Zone 4 Zone 5 11nteriorl (Corner}, • 15 ft 20 ft +42.6 -46.2 +42.6 -57.0 20 ft 25 ft 30 ft 35 if 40 ft 45 ft 50 ft 55 ft 60 ft 70 ft 80 ft +44.6 +46.3 +47.9 +49.2 -48.4 -50.3 -51.9 -53.4 +44.6 +46.3 +47.9 +49.2 90 ft 100 ft 120 ft +50,5 +51.6 +52.7 +53.6 +50.7 +52.1 +53.5 +54.7 +56.8 140 ft +58.7 -54.8 -56.0 -57.1 -58.2 -50.7 -52.1 -53.5 -54.7 -56.8 -58.7 +50.5 +51.6 +52.7 +53.6 +50.7 +52.1 +53.5 +54.7 +56.8 +58.7 -59.7 -62.1 -64.1 -65.9 -67:6 25 ft 30 ft 35 ft 40 ft +48.6 -52.7 +51.1 -55.4 +48.6 -65.1 +51.1 -68.4 +53.1 -57.6 +53.1 -71.1. 45 ft -69.1 r SO ft -70.5 ? 55 ft - 71.8 60 ft -92.9 70 ft -95.6 80 ft -98.0 f 90 ft -100.2 ". ' 100 ft -104.1 -107.6 +54.8 -59.5 +54.8 -73.4 +56.3 -61.1 +56.3 -75.4 +57.6 -62.5 +57.6 +58.8 -63.8 +58.8 +59.9 -65.0 +59.9 +60.9 -66.1 +60:9 -77.2 -78.8 -80.2 -81,6 +61.9 -67.1 +61.9 -82.8 +58.2 -58.2 +58.2 - 106 :6 +59.5 -59.5 +59.5 -109.1 +60.8 -60.8 +60,8 -111.4 160 ft +60.3 180ft s +61.9 200 ft 3 +63.2 -60.3 -61.9 -63,2 +60.3 +61.9 +63.2 -110.6 i 160 ft -113.4 150 ft -115,9 200 ft +61.9 +63.9 -61.9 +61.9 -63:9 +63.9 +65.6 -65.6 +65.6 -113.4 -117.1 -120.3 +67.1 +68.5 +69.8 -67.1 -683 -69.8 +67.1 +68.5 +69.8 -123.1 -125.7 -128.0 20 ft +54.1 25 ft +56.2 30 ft +58.0 3S ft +59.6 40 ft +61.0 45 ft +62.3 50 ft +63.4 -58.6 +51.4 -68.9 +54.1 -72.4 -61.0 +56.2 -75.3 -62.9 +58.0 -77.7 -64.6 +59.6 -79.8 -66.2 +61.0 -81.7 -673 +62.3 -83.4 -68.8 +63.4 -84.9 55 ft +643 -69.9 +643 -86.3 60 ft +65.4 -71.0 +65.4 -87.6 70 ft +61.5 -61.5 +61.5 -112.8 80 ft +63.0 -63.0 +63.0 -115.4 • 90 ft +64.3 -64.3 +64.3 -117.8 100 ft +65.5 -65.5 +65.5 -120.0 120 ft +67.6 -67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.4 -127.2 -71.0 +71.0 -130.2 a a • Wind Speeds noted above are ultima e design wind speeds (3 -second gust). • Cities and /or counties are listed only as a genera guide, based on Risk Category 11 buildings. Verify applicable wind speed and exposure category with local building department. • Plus ( +) & minus ( -) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Haight' cannot be determined, peak roof height shall be used, except that eave height shall be used for roof angle less than or equal to 10°. Round up to values shown • Design is based on structure classification as Enclosed Bldg: • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes; no reduction for roof slope 510° has been considered. • Tributary Area noted In table (effective wind area) is equal to the minimum of [height x width) or [ht x ht / 31. Round down to values shown. • Zones 4 & 5 ( °Interlor° and corner zones, respectively) are as shown to the right, where the dimension °a" is the minimum of 10% of the building's least horizontal dimension or 40% of the mean roof height, but never less than 3' -0° or 4% of the least horizontal dimension. • This specification is valid only for use with structuresNOT located in the upper one -half of an isolated hill, ridge or Copyright ©2012 Easy Seals oty- • 1 1 Zone 1 51 4 15 I � 11P:11: =. ='=1f. Eave Height Mean Roof Ht Peak Height 1111 =.1l 111F11 =J1= . =.0x.11 WAIL ELEVATION. WALL ELEVATION ..#'531 `' tti." 1oR5 DEPARTMENT OF PERMITTING, ENVIRONMENT, AN AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) REGULATIRY MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.eov /pera/ General Impact Glass & Window 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 and accepted by Miami -Dade County PERM. - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date - stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "11000 High Impact" 900 "-Aluminum Sliding Glass Door — L.M.I. APPROVAL DOCUMENT: Drawing No. 12 -003 Rev 1, titled "Series 11000 Impact Sliding Glass Door", sheets 1 through 18 of 18, inclusive 7A, dated 01/10/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 08- 1003 .06 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 12 -0206.10 Expiration Date: December 11, 2013 Approval Date: May 03, 2012 Page 1 General 'Impact act Glass & Windows Coro. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 08- 1003.06) 2. Drawing No. 12-003 Rev 1, titled "Series 11000 Impact Sliding Glass Door ", sheets 1 through 18 of 18, inclusive 7A, dated 01/10/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 08- 1003.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of a Aluminum Sliding Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Y1'L -5626, dated 07/22/2008, signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS 1. Statement letter of conformance to FBC 2010, dated JAN. 27, 2012, issued by prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P. E. 2. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Tilteco, Inc., dated 09/11/2008 and 11/17/2008, signed and sealed by Walter A. Tillit, Jr., P.E. (transferred from file # 08- 1003.06) 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Tilteco, Inc, dated September 17, 2008, signed and sealed by Walter A. Tillit, Jr., P.E.(transferred from file # 08- 1003.06) 2. Lab compliance as part of the above referenced test report. 3. Addendum letter for Test Report no. ¥1'L -5626, issued by Fenestration Testing Laboratory, Inc., dated 11/14/2008, signed and sealed by Jose Sanchez. G. OTHER 1. This NOA revises NOA # 08- 1003.06, expiring on December 11, 2013. E -1 Jaime D. Gascon, Pi: Chief, Product Control Section Supervisor NOA No 12-0206.10 Expiration Date: December 11, 2013 Approval Date: May 03, 2012 z BATHROOM RIDA ROOM 74 OFFICE 7Q w .N ATHROOM FOYER NA BEDROOM 1 •174 74 FLOOR PLAN /f1\ NORTH 36� LOCA • :► r„ Miarni Shores Village APPROVED 1 BY ZONING DEPT BLDG DEPT • SUBJECT I0 CCMPI !I NCE \M rH-I A 1 FEDERAL 'a ANL PECULArU01S e Fixed window '+ DEL' O Horizontal Roller Window • Out Swing Door (D Sliding Glass Door NA Not Part of the Project. i JAIRO BLANDON C->ARCIA DAL 10- 01-2012 REVERD PA': JBlandon 11 -17 -2012 so N. T. S. RCM /MEM 101 NE 102nd St Miami Shores, FI 33138 N■ ■■ RR 1N JIM — NN_! GENERAL IMPACT GIASS &N WS GENERAL IMPACT RmanUMSO haXWMOS DRAWING NUMBER 12 -165 SHEEP 1 OF 3. WO 364, 0 �- 374—=' MO --r wo 74 --3r 74 a 0 7V ) c9 co EXTERIOR ELEVATION (XO) Type HR 1 844 No CO WD ;L -742 mo EXTERIOR ELEVATION (X0) HR 2 MO TYPICAL EXTEREOR.ELEVATION (xox) HR0'A,%,Y4) wo -233 Marlc 9 N D221-1M8121_12.2 (o) Type FIX Marie 16 WD rr71.d- N CO EXTERIOR ELEVATION (OX) Type HR Marie 2A WD 191 MO TYPICAL EXTERIOR ELEVATION (0) FIX Marla 3 r7r4- 2 co ‘L- 1922 MO TYPICAL. EXTERIOR ELEVATION (oxXO) Type SOD Mark 11 LEGEND MO Masonry Opening FIX DD Window Dimension HR WD Door Dimension OSD SOD MO WD TYPICAL EXTERIOR ELEVATION M. FIX Mart 17 Fixed window Horizontal Roller Window Out Swing Door Sliding Glass Door 120 mo TYPICAL EXTERIOR ELEVATION (0) FIX 18 co w co r-0 y CO rr) 1 k 74 .� --X42 —7% Mo EXTERIOR ELEVATION (XO) Type HR Made 5,7 &8 WD 28- IIICV 0 „D 0o3 /2827I' MO TYPICAL EXTERIOR ELEVATION (0) Type FIX 13 .42s711 MO EXTERIOR ELEVATION (X0) Type HR Mario 19 ELEVATION D:ETAILS x700 rte. CO V-) WD —3747 EXTERIOR ELEVATION (X0) Type HR Mark 6, 14, 20 x'21 DD., N 0 N EXTERIOR ELEVATION (X) TYPe Mart 15 111 0 1112 71\- MO TYPICAL EXTERIOR ELEVATION (XX) Type HR 'V Y2,'/4) 22 NOTE: 1 " wood buck to be independently anchored to the structure w/ a min. of '1Y embedment (4 6" spacing from ends © 1 2" o.c. : elsewere. JAIRO BLANDON GARCIA alat 10 -01 -2012 WEED BY: JBlandon 11 -17 -2012 N. T. S. RAW ISMS 101. NE 102nd St, Miami Shores, • FI 33138 COMIC GNERAAL GENERAL IMPACT 11017 WES MI EMS Par MMUS DRAWING NUMBER 12 -165 SHEET 2 OF 3 Height of the House 12' • 0" LOAD TABLE FOR WINDOW AND DOOR - ADRIANA DIAZ BERGENS MKS Description Width Height (Inches) Tribut. Area SgF) c r r Desing Press. Approved Press Manuf. Rating Gaze Product Approval N.O.A. # psf +) Psf) Psf +) Ps1) DOORS AND WINDOWS 1 Series "18000" Aluminum Horizontal Sliding Window 1 36 3/4 50 5/8 12.92 4 X0 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7116" Laminated Gass Type B 12 -0206.08 2 Series "18000" Aluminum Horizontal Sliding Window 1 74 62 3/4 32.25 4 X0 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 2A Series "18000" Aluminum Horizontal Sliding Window 1 74 62 3/4 32.25 4 0 X 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16° Laminated Glass Type B 12 -0206.08 3 Series "21000 High Impact Laminated Glass" Aluminum Faced Windows 1 21 3/8 33 1/2 4.97 4 0 40.1 43.4 75.0 75.0 General Impact Large Missile Impact Resistant 5116" Laminated Glass Type B 12 -0206.07 4 Series "18000" Aluminum Horizontal Sliding Window 1 36 3/4 50 5/8 12.92 4 X0 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12- 0206.08 5 Series "18000" Aluminum Horizontal Sliding Window 1 74 381/4 19.66 5 XO 40.1 53.6 90.0 100.0 General Impact Large Missile Impact Resistant 7116" Laminated Glass Type B 12- 0206.08 6 Series "18000" Aluminum Horizontal Sliding Window 1 36 3/4 38 1/4 9.76 4 XO 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12- 0206.08 7 Series "18000" Aluminum Horizontal Sliding Window 1 74 381/4 19.66 5 X0 40.1 53.6 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12- 0206.08 8 Series "18000" Aluminum Horizontal Sliding Window 1 74 381/4 19.66 4 X0 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12- 0206.08 9 Series "18000" Aluminum Horizontal Sliding Window 1 1111 62 3/4 484.13 4 X O X 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12- 0206.08 11 Series " 11000 Hight Impact" 917" Aluminum Sliding Glass Door -4 panels 1 47 3/4 81 26.86 Per panel 4 0 XX 0 40.1 43.4 100.0 120.0 General Impact Large Missile Impact Resistant 7/16": Laminated Glass 12 -0206.10 13 Series "21000 High Impact Laminated Glass" Aluminum Fixed Windows 1 28 81 15.75 4 O 40.1 43.4 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type B 12 -0206.07 14 Series "18000" Aluminum Horizontal Sliding Window 1 36 3/4 38 1/4 9.76 4 XO 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 15 Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites 1 341/2 82 19.65 4 X 40.1 43.4 80.0 80.0 R. C. Aluminum Industries, Inc. Large and Small Missile Impact 5/16" Laminated Glass Type 'A' 12- 0410.18 16 Series "21000 High Impact Laminated Glass° Aluminum Fixed Windows 1 23 3/4 23 3/4 3.92 5 0 40.1 53.6 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type B 12- 0206.07 17 Series "21000 High Impact Laminated Glass" Aluminum Fixed Windows 1 28 3/4 16 3.19 5 0 40.1 53.6 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type B 12 -0206.07 18 Series "21000 High Impact Laminated Glass" Aluminum Fixed Windows 1 1191/2 28 3/4 23.86 4 0 40.1 43.4 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type B 12 -0206.07 19 Series "18000" Aluminum Horizontal Sliding Window 1 25 1/2 36 1/4 6.42 4 X0 40.1 43.4 90.0 100.0 General impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 20 Series "18000" Aluminum Horizontal Sliding Window 1 36 3/4 38 1/4 9.76 4 X0 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 21 Series "18000" Aluminum Horizontal Sliding Window 1 36 3/4 38 1/4 9.76 4 X0 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 22 Series "18000" Aluminum Horizontal Sliding Window 1 111 38 1/4 29.48 5 X0 X 40.1 53.6 90.0 100:0 General Impact Large Missile impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 JAIRO BLANDON GARCIA 10 -01 -2012 JBlandon rQ: 11 -17 -2012 sea: N. T. S. NNW RESEES 101 NE 102nd St, Miami Shores, FE 33138 GENERAL IMPACT GL SS & WINDOWS GENERAL IMPACT RSV 12183 AO UM PS Fos SIMMS DRAWING NUMBER 12 -165 SHEET 3 OF 3 GENERAL NOTES: 1. SERIES 21090 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS, SHOWN ON THS PRODUCT APPROVAL DOCUMENT (PAD.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING COME. THESE WINDOWS MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI- DADE/BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED COOES, USING ASCE 7 -05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7 -10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7 -10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D-) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. 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 is USED IN THEIR ANALYSIS. FASTENERS SPACING IN IMO HAS BEEN DETERMINED IN ACCORDANCE WITH NOS 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 FENESTRATION TESTING LAB REIN 11 6058 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1612 & 1615 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY. 2. 13.1 •t. i31_. I 3r ~rriil�. !a '}.1?41:. -. . ,.. _ :. +: • ll�l. te_ - -. - 3. •• 1I':I.1YR ATE Dom► F A+� AND MATERll'i 5. THESE WINDOWS COMPLY WITH SECTIONS 2406.1, 2411.4.1 AND 2411.4.2 OF THE FLORIDA BUILDING CODE 6. ALL AL3UMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER. NE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON SHEET 2 CF THIS DRAWING. 7. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL. 304 OR 316 ALSI SERIES OR CORROSION RESISTANT COATED CARBON STEE.. AS PER DIN 50018 AND SECTION 2411.3,3.4 OF THE FLORIDA BUILDING CODE WITH 50 Tau YIELD STRENGTH AND 90 kaii TENSILE STRENGTH. 8. WOOD BUQSS NOT BY GENERAL. IMPACT GLASS & WINDOWS, CORP. WOOD BUCKS MUST BE, SOUTHERN PINE WITH G=0.55. AND SHALL COMPLY WITH SECTIONS 241 L3.3.3 AND 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUIOING CODE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE 9. -.133f 11' _ 1: 31;;,.131,1 :.I/ 71,t; I6�1L ,I . (A) TO EXISTING POURED CONCRETE: (Min. re = 2730 per,), MIN. EDGE DISTANCE = 2 1/2 °. - 1/411 ULTRACON 1 1/4° MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT S(®). THRU 1 ° P.T. WOOD BUCK. (5) TO EXISTING HOLLOW BLOCK WALL (Min. f m = 1924 per.). MIN. EDGE DISTANCE = 2 1/V. - 1/4°0 ULTRACON 1 1/4° MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT 8°), THRU 1 ° P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. W000 BUCK. (MIN. G = 0.55) MIN. EDGE DISTANCE = 1°. - 1/4 °0 ULTRACON 1 1/2° MIN. THREADED PENETRATION, AS MANUFACTURED BY ELCO CONSTRUCTION PROOUCTS. ( COMPONENT 8®). (0) TO EXISTING MIN. 1/8° THICK ALUMINUM TUBE (6063 -T5 ALLOY) MIN. EDGE DISTANCE = 1/2°. - 1/4°0-14 TEK SCREW, MIN. 3/4° LONG, AS MANUFACTURED BY MN BUILDER, INC. (COMPONENT @ )• • (E) TO EXISTING MIN. 12 GAM (0.106 °) STEEL MEMBER (ASTM A -500. A -653 OR A -36) MIN. EDGE OISTANCE = 3/8 °. - 1/4°0 -14 TEK SCREW, MIN. 3/4° LONG, AS MANUFACTURED BY TIW BUILDER. INC. (COMPONENT@ ). 10. PROVIDE 1/4° MAX. LOAD BEARING SHIM SPACE (1YP•)- 11. REMAINING COMPONENTS FOR THESE WINDOWS SHALL BE AS INDICATED ON BILL OF MATERIALS ON SHEET 2. 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: MEW SiPPCT GLASS AND WIC CORP. HIALEAH, FLORIDA MIAMI -DARE COUNTY PRODUCT CONTROL APPROVED. 13. (A) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND 006 NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; LE. WHERE THE SITE CONGTIONS DEVIATE FROM THE PAD. (B) CONTRACTOR TO BE RESPONSIBLE 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 THS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUTY. (C) THIS . PAD. WIU..- BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (0) WI -1CCH SPECIFIC BECOMES HE SHALL ENGNEER CFFRRECORD (E.O.R) FLORIDA FO THE P�CTANANDN WHO WILL EE RESPONSIBLE FOR NE PROPER USE OF THE PAD. ENGNEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE PAD., SHALL SUBMIT TO ►HS LATTER SITE SPECIFIC DRAWING FOR REVIEW. Date (E) ORIGNAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF NE PROFESSIONAL J �� ENGINEER OF RECORD THAT PREPARED IT. PRODUCT' complying Building Cade �q*1 Acceptance Na 1!d y(.Ld 9.® E. helical a�osgssss��000e ''°i=v A. rlt �'. • ' cNci ENSF "''ti • No_ 4416:7 ° a" frame width "a" frame width ' "a frame width MAXIMUM A.S.D. 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 UNES AND OBTAINING MAXIMUM A.S.O. DESIGN PRESSURE RATING (psf) FOR THOSE ALTERNATE SHAPES FROM SCHEDULES ON SHEETS 6, 7 is 8 FOR DIES 21000 HIGH IMPACT FIXED LAMINKMD GLAS WINDOWS. 2a12 TILTECO INC. a T1LL.R TESTING & ENGINEERING COMPANY 6389 160 nth. &.. Ste. 705. wR6PM WAWA W am e8 Pitons 1 (300301-1330 . Fax : 0331971 -1931 WL neu .eats E9- 011118719 WALTER A. 1IWT dr.. P.E. FLOFIOA tic. 44167 FLORIDA BUILDING CODE (High Veiacity Hurricane Zane) SERIES 21000 HIGH IMPACT FIXED DRAWN 8?; LAMINATED GLASS WINDOWS NS MA WI MK -T1 290 WEST 78 ROAD HIALEAH. FL 33014 WORM (309) 598 -8103 FAX: (309) aaa -8685 WPAgeMrjArixtris www.gweraffertpact.www 01/09/12 DATE acv 1111 o 11311 aev R. aesenax 12-004 DRAWING Na 410444M a1/o3/11 3 4 SHEET 1 OF 9 BITE GLASS SITE 5G ASS SITE 0 0 GLAZING DETAIL FOR 0 W/ CD 0 H If GLAZING DETAIL FOR (3 V® 0 GLAZING DETAIL FOR 0 \_4710x1 1/4" S.MS CO 12° O.C. GL ZING -DEf'AIL FOR 10 w/ 3A 5/8" GLASS SITE #10x1 1/4° S.M.S ® 12" 0.C. GLAZING DETAIL FOR W/ 3A 5/8" GLASS STE #10x1 1/4" S.M.S 1.2" 0.C. GLAZING DETAIL FOR oB 'v/ W/ 0 GLAZING DETAILS, SCALE 1/2" = 1" BILL OF MATERIALS ITEM # DESCRIPTION • DIMENSIONS & ARKS MATERIAL 0 FRAME HEAD /SILL (2) REQUIRED 6063 -T6 02 FRAME JAMB (2) REQUIRED 6063 -T6 0 , LAZING BEAD FOR FULLY STRAIGHT FRAME WINDOWS (4) REQUIRED 6063 -T6 O GLAZING BEAD FOR CURVED AND COMBINATION CURVED /STRAIGHT FRAME WINDOWS (4) REQUIRED 6063 -T6 O WEATHER STRIPING, ULTRAFAB E -271 (4) AT GLAZING BEAD NEOPRENE 8 WEATHER STRIPING SOLID RUBBER (4) AT GLAZING BEAD NEOPRENE 0 WEATHER STRIPING 0.296" HEIGHT, SCHLEGEL SYSTEM, INC., Q375T190 (4) AT GLAZING BEAD NEOPRENE Q ORNER FRAME ASSEMBLY SCREWS (2) #8 x 1" PH SMS REQ'D. STEEL O DOW CORNING 995 STRUCTURAL SILICONE O DOW CORNING 795 STRUCTURAL. SILICONE O WHITE COLOR SILICONE AT FIXED PANEL FRAME AND FRAME CORNERS. ALL AROUND (EXTERIOR) SEALANT O /4'116 ULTRACQN BY ELCO CONSTRUCTION PRODUCTS, TO POURED CONCRETE, HOLLOW BLOCK OR WOOD WALL REQ'D. (SEE SCHEDULE) CARBON STEEL ® /4 "0 ITW BUILDER TEK SCREW TO. METAL (SEE SCHEDULE) STEEL O 0.145" HEIGHT BUMPER SPACER, CUT FROM 3/8 "4 SPHERE, CLEAR 3° FROM CORNERS MAX. AND 12" O.C. (MAX.) AT MI0 -GLASS BITE ELEVATION FRANK LOWE RUBBEL, 1 GASKET TLB -28, CLEAR. SILICONE A -O 0.211" HEIGHT BUMPER SPACER, CUT FROM 3/840 SPHERE, CLEAR 3" FROM CORNERS MAX. AND 12" O.C. (MAX.) AT MID -GLASS BITE ELEVATION FRANK LOWE RUBBEL, GASKET FLB -38, CLEAR. SIUCONE 10 0.590" (9/16" NOMINAL) LAMINATED GLASS W/ 1/4' H.S. GLASS + 0.090" SENTRYGLAS® INTERLAYER + 1/4" H.S. GLASS INTERLAYER BY: E. E. INC. CONT DE NEMOURS & Co., { GLASS a '-' 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: E.I. INC4NT DE NEMOURS & Co., INC. GLASS ans `-' 0.326" (5/16" NOMINAL) LAMINATED GLASS W/ 1/8" H.S. GLASS + 0.090" BUTACITE4 PVB. INTERLAYER 4- 1/8" H.S. GLASS INTERLAYER BY: E.I. DUPONT DE NEMOURS & Co.. INC. .. . GLASS ()FRAME HEAD & SILL 6063 -T6 ALLOY 0 FRAME JAMB PRODUCT REVISED 114 caasplying with the Sarida Building Code 0214.o Date TVS ..,,..I. Ave M —DADE COU 6063- T6��3 >se ®B�o 144IB c:: p,. TIL � '- � r` te..../N),V;ENSE... * d° -;''':. 06 o 'i p'' eye '33 FL.O RIO •': t, +e' o .300° ()GLAZING BEAD FOR FULLY STRAIGHT FRAME WINDOWS 6063 -T6 ALLOY COMPONENTS SCALE 1/2" = 1" .370° .050" (17P.) GLAZI G. BEAD FOR, CURVED AND COMBINATION. CURVED /STRAIGHT FRAME WINDOWS, 6063 —T6 ALLOY FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone ® 2012 TILTECQ It /1flEcogrc\ . TILLUT TESTING a ENGINEERING COMPANY &i8$ afe. 78111. 8t. 9te. 309. %IRINA CAROM. Fi 33188 Ftrone 1 (3097871 -7970 . Fos r (»}8Tt -1537 a—malk 6l41eme E9- 00067t9 WALTER A. T LIT Jr. F.E. FLORIDA Lie. 44167 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN BY: LA./R.E. /AG Aar 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (3051 558 -6665 marer.goneralrrtpact.com 01/09/12 DATE FEY. Aa OAR 12 -004 DRAWING NC 1111 09.4= I' '12 SHEET 2 or 9 a' FRAME WIDTH SHORT SIDE (SEE SCHEDULE) ¢ "S " � COR fg OR ‘1 DETAIL 1/9 CASE 1: RECTANGULAR SCALE 1/2 " =1' -0 "S MAX. AN(R SPACING (SEE SCHEDULE ON SHEET 9) FOR "a" FRAME WIDTH (SHORT SIDE), "b" FRAME LENGTH (LONG SIDE) AND MAX. D.L.O. (a) AND MAX. D.L.O. (b) SEE SCHEDULES ON SHEETS 6, 7 & 8. 8 0 "a" FRAME WIDTH SHORT SIDE (SEE SCHEDULE) Aa /544 1D+ ®— Cr D.L.O. (a) 1 1 DETAIL 1/9 A' /5 _1 6'. ` MAX. —®¢C CASE 2: HALF ROUND TOP SCALE 1/2" =1' -0 ) r1 AROUND TYP.) "a" FRAME WIDTH SHORT SIDE (SEE SCHEDULE) A1/51 ®+ C — DETAIL 2/9 C)+,(4)-\ =ut to 5 DETAIL 1/9 . TYPICAL EXTERIOR. ELEVATIONS FOR . SERIES_ 21000 HIGH IMPACT FIXED LAMINA TED GLASS WINDOW (SEE NOTE * ON SHEE ' V TL/T,7"e , PRODUCT REVISED \G �7iv$ with the norkla. Building Code Aceeplaace No "' - . /.` X Expiration Date . 4111114 / � y L4, Minna 9 F tj r C 4 B% "Z, A M —DADE COUNTY ': 08 OA POal.'s »989dsi II' I 0 OR OR D,L.O. (a) A'/5 ®'15 CASE 3: EYEBROW SCALE: 1/2"=1'-0 0 2012 TI3EcO INC. / .L EcO,NC.\ TINT TESTING de ENGINEERING COMPANY 639S N.W Mu SS, Sae. 3a9. VIRGINFA 6MOE I5 W 33188 Phase : (308)871 -1930 . Pass (3093871 -1931 a—malE tiltaw@aa6eam EH- 0006718 WALTER A. TI.L7T .Jr., P.E FLORIDA Lic. 44167 + IMM -®or� ALL AROUND TYP.) FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED DRAWN e': LAMINATED GLASS WINDOWS I.A. /R.E. /A.0 299 WEST 78 ROAD HWLE.AH. FL 33014 PHONE (305) 558-8103 FAX: (305) 588-6665 "s: mss. generalanpact.00m 555. sa ..a O0-1a1 wax inn. 01/05/12 DATE 12 -004 DRAWING Na 4 SHEET 3 OF 9 1 fi3" Wang WALL. THICKNESS ALUMINUM ALLOY 6063-T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA (0.106") MINIMUM WALL THICKNESS. MN. ED. (SEE NW 9/1) rL7p .QnT OR LONG SIDE, SEE C Q BEYOND ®°R CR 1/4" MAX. } SHIM SPACE 0 CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP.) BEYOND OR BEYOND BEYOND 1/4* MAX. SHIM SPACE MIN. THREADED PENETRATION (SEE NOTE 9/1) MIN. 2"x4" P.T. W000 BUCK MAN. ED. (SEE NOTE 9/1 1 POURED CONCRETE OR CONCRETE BLOCK REO.D. MIN. EMBEDMENT. (SEE NOTE 9/1) MIN. THREADED PENETRATION txP.T. WOOD BUCKS (SEE NOTE 9/1) (SEE NOTE 8/1) MIN: E.D. .. SEE NOTE 9/1 1/4" MAX. SHIM SPACE BEYOND BEYOND e ® OR e BEYOND BEYOND OPTIONAL ALUMINUM/NYLON ANCHOR COVER (TYP.) w 2 1/4" MAX. SHIM SPACE 0 CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP.) POURED CONCRETE OR CONCRETE BLACK REQ.D. 1/4" MAX. SHIM SPACE MIN.`a EMBEDMENT. • SEE NOTE 9/1),• MIN. 2 "x4" P WOOD BUCK 4" Max. SHIM SPACE SECTION A -A SCALE 3/8 " =1" POURED CON CR CONCRETE BLOCK RECD. CONT. (TYP.) MIN. MOMENT. (SEE NOTE 9/1) i xP.T. W000 BUCKS (SEE NOTE 8/i) gggggBd to � O�.4d >BB�o 11M° �. Tl1.41/' — D.LO. (a) "a" FRAME WIDTH (OR SHORT SIDE, SEE SCHEDULE) 0 CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYR) (a) -.-!a" FRAME WIDTH (OR SHORT SIDE. SEE SCHEDULE) R @OR e 1/4" MAX. SHIM SPACE rziartzT 0 !I 1' P.T, W000 SUCK (SEE NOTE 8/1) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DACE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) OR EL MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA (0.106") MINIMUM WALL THICKNESS. SECTION B-B SCALE 3/8" =1" FLORIDA PRODUCT REVISED as complying with the Florida BuildiniJyotjI �] '` $ ��. :I. e���y;: \+��NS -. .w-mle . J • / . /L �� ,� : sTA I. ••. .. --~ - , °�,` `` .. GC \ �,% 44.0 % 01012 TILTECO INC. - SERIES 21000 HIGH IMPACT MED LAMINATED GLASS WINDOWS DRAWN BY: �• /A.c C ! 1 C . / I L ;; _ " fl- 1 � FAX: (305) 358 -6683 erafim ,�.y� j paet.eem DATs TLWT TE9tMifl dC ENCINEERINC CCPAPANY a� w.w. 38th. S.. sm. mss. MOM sins. Fl 3310 Photo :(3091871 -1930 . faa : 0314871 —MI a —ata8: �aeaaTaalwm EH- 0006719 WALTER A. 11LLTT Jr:, P.E. FLORIDA Lie. 44167 12-004 DRA�ANC No M - L -DADE COU ® ' m t< . e . • Si n i rA_ • ∎.- \` ..1 x `rE "1 PM s° a se+c Na a wse 1 aea 311-243i ar/3s/12 3 SHEET 4 OF 9 1 8 °gas9B40gggAg 1/9" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) OR STEEL MEMBER BY OTHERS SHALL CONFORM TO ASTM ASOO, A653 OR A36 WITH 12 GA (0.1061 MINIMUM WALL THICKNESS. R LONG SIDE, SEE SCHEDULE) 0 (SE 1'l E 9/1) 1 11 .2227:7--7-7-1 Z 1 /4° MIAX. (SHIM SPACE CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP.) 1/4° MAX. SHIM SPACE MIN. THREADED PENETRATION (SEE NOTE 9/1) MIN. 2 "x4° P.T. W000 BUCK POURED CONCRETE OR CONCRETE BLOCK REOb. MIN. EMBEDMENT. (SEE NOTE 9/1) MIN. THREADED PENETRATION 1xP.T. WOOD BUCKS (SEE NOTE 9/1) (SEE NOTE 8/1) MIN. E.D. . SEE NOTE 9 /1) 1/4° MAX. SHIM SPACE E LENGTH (OR LONG SIDE, SEE SCH BEYOND @OR (DCR BEYOND 0 0 00R OR e BEYOND BEYOND 2 1/4' MAX. SHIM SPACE ® CONT. (TYP.) OPTIONAL. ALUMINUM /NYLON ANCHOR COVER (TYP.) POURED CONCRETE OR CONCRETE BLOCK REO'D. 1/4" MAX. SHIM SPACE 4 • MIN. EMBEDMENT. • SEE NOTE 9/1). MIN. 2"x4" P WOOD BUCK OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP.) 4° Max. SHIM SPACE Mild. E0. • NOTE 9/1): SECTION A9 POURED CQNCR OR CONCRETE BLOCK REVD, SCALE: 3/8 ° =1° MIN. MOMENT. (SEE NOTE 9/1) CONT. (TYP.) 1 xP.T. WOOD BU ®�8l SEE NOTE TILL/ , m Gp• p � PRODUCT REVISED as complying with the Ada Baildi ig Code Aceegtaace ll1A ex ! <4 A. 1AMl -DADE COUN • D.L.O. (a) ba° FRAME WIDTH (OR SHORT SIDE, SEE SCHEDULE) CONT. (TYP.) OPTIONAL ALUMINUM/NYLON ANCHOR COVER 1 /4° MAX. SHIM SPACE fr 11 11 I 1 11 1 ' 11 DA-O. (a) -.-°a° FRAME WIDTH (OR SHORT SIDE, SEE SCHEDULE) SECTION B'-B', SCALE: 3/8°=1" ° P.T, WOOD BUCK (SEE NOTE 8/t) 1/8" MINIMUM WALL THICKNESS . ALUMINUM ALLOY 6083 -T5 MIAMI DADE COUNTY APPROVED MULLION AP (UNDER EM ER 88? OTHERS SHAALLL CONFORM TO ASTM A500. A653 OR A36 WITH 12 GA (0.1061 MINIMUM WALL. THICKNESS. 11 MIN. ED. SEE NOTE 9/1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone 3 7 1 °,�:•� 441 ;. 4 o P.Ee R I111'E ® 2012 ULTIMO INC. ilLIEC 0 Inc:\ TI! UT TESTING !'e ENGINEERING COMPANY 831333 NFL Stith. 6L. Ste. 304. fir. CAR0699, w 33108 Pkmse : (300371-15M . Fax : (3041871 -M31 0-musk 9Rmeaeadwm EH-030671g WALTER A. TILLIT FLORIDA Lic. 44167 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS 290 WEST 78 ROAD HIAIFAH, FL 33014 PHONE 309) 668 -6103 FAX 305) 568 -6668 v"Morteaampact.cwrn *EL KO a050P109 UK 909.9° DRAWN EY: I.A. /R.E. /A.G 01 /0S /1z- DATE 12 -004 DRAWING Na SHEET 5 OF 9 ola W-109 aiA0.1 z a " " 0 ..b" psf psf + 18° 18" 130 154 24" 130 154 30" 130 154 36" 130 154 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° 130 154 108° 130 154 114" 130 154 120' 130 154 126" 130 154. 132° 130 154 138° 130 154 144" 130 154 150° 130 154 156° 130 154 162° 130 154 168" 130 154 174° 130 154 180" 130 154 MAXIMUM FRAME WIDTH "a" AND LENGTH tlbt1 VERSUS A.S.D. DESIGN PRESSURE RATING .(p§D SCHEDULE VALID FOR ALL SHAPES WITH GLASS " If 0 "b" psf psf -t- 24° 130 154 24" 30° 130 154 36" 130 154 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 36° 130 154 102° 130 154 108" 130• 154 114° 130 154 120 130 154 126" 130 154 132" 130 154 138° 130 154 144" 130 154 150° 130 154 156° 130 154 162° 130 154 168° 130 154 174.° 130 154 180° 130 154 186° 130 154 192" 130 154 196° 130 154 MAXIMUM DAY LIGHT OPENING D.L.O. ( FORA GIVEN COMPONENT AT EACH END OF GLASS SIDE-- COMPONENTS © EACH END OF MASS MAX. DAY UGHT OPENING (D.LO.) Formula MAX. D.L.O. (0) (SHORT SIDE) 0i° ®, CI+ -- - OR - J+ 4) , ®+ "a "- 3.526° MAX Q.L.O. (b) (LONG SIDE) O+ Cs Q+ ® - -- OR 0+ (J , O+ - "b "- 3.526" " a " "b" psf psf + 30" 30" 130 154 36' 130 42" 130 48" 130 54 130 60° 130 154 154 154 154 154 66" 130 154 72° 130 78" 130 84" 130 90° 130 96° 130 102° 130 154 154 154 154 154 154 108° 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° 130 154 168° 130 154 174" 130 154 180° 130 154 186" 130 154 192° 130 154 196" 130 154 „Q „�_...- 1/b19 ----� psf + psf - 36" 130 154 42" 130 154 48" 130 154 54" 130 154 60° 130 154 66° 130 154 72" 130 154 78" 130 154 84" 130 154 36' 90" 130 154 96" 130 154 102" 130 154 108" 130 154 114" 130 154 120° 130 154 126° 130 154 132" 130 154 138 "• 130 154 144° 130 154 150" 130 154 156" 130 154 162" 130 154 166" 130 154 *DIMENSIONS LEGEND "a ° -°- DLC (b) v - PRODUCT REV1D as complying with the Fkritts Buildiing Code Acsleptarlos No / q_ • :, • .. Date 0®4 , A -▪ --• -zOf. 1 111C 7f " a "b" psf psf 42" 130 48" 130 54" 130 60" 130 66" 72" 78" 84" 90' 42" 96" 102" 108" 114° 120' 126° 132" 138° 142" 48° 130 130 130 130 130 130 130 130 130 130 130 130 130 130 130 54° 60" 66° 72° 78° 84° 90° 95° 96° 130 130 130 130 130 130 130 130 130 102' 106° 114° 120' 125° 130 130 130 130 130 S `` �'° /)... rtOR\U ; ' e71,`‘ ftg-AQVL.R.Ovie �"1"409B "90000004" ®zits rum INC. ILEC0 inc. ' 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 152 "a f 54" ffh" psf psf 66° 72" 54° 600 66" 72" 78" 84' 90" 96" 102° 108" 111" 60" 66° 72" 76" 78° 84" 90" 96° 100° a6° 72° 78° 84" 90° 72° 78° 83" 120.3 142.5 120.3 142.5 120.3 142.5 120.3 142.5 120.3 - 142.5 120.3 142.5 120.3 142.5 120.3 142.5 120.3 142.5 120.3 142.5 1203 108,3 139 128.3 108.3 128.3 1 Q&3 ,128.3 108.3 128.3 108.3 128.3 108.3 128.3 108.3 128.3 108.3 128.3 108.3 96.5 128.3 116.67 98.5 116.67 95.5 116.6 98.5 116.6 98.5 90.3 116.6 106.9 90.3 106.9 90.3 106.9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN 6Y: LA./R.L /A.G TILLIT TESTING at ENG1NEERUW COMPANY am N.W. see,. at., Ste 505. waouA ems. P1 33t88 Phone : 01351a71 -193e . Fax : (391971 -1531 e-ma4 Baaal.cam E5 -0006719 WALTER A. OUR' dr. P.E. FL0RICA L"ec. 44167 290 WEST 78 R OAO HIALEAH. R. 33014 PHONE: 0(05) 55a -area FAX: (3C63 566-4663 epos+ ligujoyass 01/09/12 QATE EV.>P VOX N 12-004 DRAWING Na my 9e -Lll SHEET 6 CF 9 2 12 aba 18' 18' 24" 30" 36" 42" 48" 54" 60° 66° 72" 78° 84" 90' 96" 102' 108' • 114° 120" 126° 132" 138" 144° 150' 15+6° 162° 168" 174' 180' psf 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 9O 90 90 90 8O S0 90 60 90 90 90 90 90 90 90 90 90 90 SO 90 90 90 MAXIMUM FRAME WIDTH `°a" AND LENGTH flbH VERSUS A.S.D. DESIGN PRESSURE RATING SCHEDULE VALID FOR ALL SHAPES WITH GLASS 1OA nba 24" 30" 36° 42" 48" 54" 60" 66' 72" 78" 84' 90° psf ps + 90 90 90 90 90 90 90 90 90 90 90 90 80 90 90 90 90 90 90 90 90 90 90 90 24° 96° 90 S0 102" 108' 114' 120` 126° 90 90 9O 90 90 80 132" 90 138' 144" 90 60 9O 90 150' 9O 90 156" 90 90 162' 90 168' 90 90 174° 9O SO 160" 90 90 - 186" 191" 90 90 MAXIMUM DAY LIGHT OPENING D.L.O. FORA GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ EACH END OF GLASS MAX. DAY LIGHT OPENING (D.LO.) Formula . . MAX. 0.1.0. ®+ ®'. ®+ ® -(c) - OR - - -- non-3.526" (SHORT-SIDE) -M÷ - F1' ® + _MAX. D.L.O. 0+ ® ®+ ( OR "b11- 3.526" (LONG SIDE) ®+ ®, 0'1° 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 96" 102" 108° 114" 120' 126° 132" 138° 144" 150" 152° 90 90 90 90 90 90 90 90 90 90 90 90 90 90 9O 90 90 9O 90 90 DIMENSIONS LEGEND PRODUCT REVD as ( tying with the Hatitha Building Cade Acceptaace No .2- ir4tioa Date 61 4 n R. TIL t /wee a� se�• ~ ` .Q • STATE OF ,. / A5RAVW (41 /ONAk- er�O ° °JA90� / /d /� 42" 42" 90 48" 54" 60° 66" 72" 78" 84° 90" 96" 102" 108' 114" 126. 12i- 130° 48" 54" 60' 66" 72" 78" 84" 9O' 95" 96" 102" 106' 114" 90 90 90 90 90 90 90 90 90 -90 90 90 90 90 90 9O 90 90 90 SO 90 90 90 90 90 90 90 90 9O 90 90 90 90 e 201 I N C . - - - - - - -- IILIECO INC: - Tq.UT TESTING a ENGINEER= +COtdPN4Y 8395 tt.a. 7aai. at.. 9tv. taa. WEGVAIA OMENS. .R 33198 Ptmrta :.( t910u Ig71 -19J1 EH- 0406719 WALTER A. TIUJT Jr., P.E. FZOi80A Lic. 44167 90 90 9.0 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 1,021 11 blg psf psf 54" 54° 83.3 83.3 60" 83.3 83.3 66" 83.3 83.3 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° 60° 75 75 60" 75 75 72" 75 75 76° 75 75 78° 75 75 84° 75 75 90' 75 75 66" 72" 66' 68.2 68.2 72° 68.2 68.2 76" 68.2 68.2 78° 68.2 68.2 83" 72' 68.2 62.5 68.2 62.5 76° 62.5 62.5 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED mom er: LAMINATED GLASS WINDOWS LA./s.E. /k9 290 WEST 78 ROAD - HIALEAH. FL 33014 PHONE: (305) 555 -8103 . FAX (3051 558 -8ae5 www.generaltrnpact-cam - 01/09/12 OATE 12-004 COWING 190 SHEET 7 OF 9 "b. psf psf + — 18" 18" 75 75 24° 75 75 30" 75 75 36" 75 75 42" 75 75 48" 75 75 54° 75 75 60" 75 75 66" 75 75 72" 75 75 78" 75 75 84" 75 75 90" 75 75 96" 75 75 102° 75 75 108" 75 114." 75 75 120' 75 75 126" 75 75 132" 75 75 138" 75 75 144." 75 75 150" 75 75 158° 75 162" 75 75 168° 75 75 174° 75 75 180" 75 75 MAXIMUM FRAME WIDTH "a " AND LENGTH 'tb " VERSUS A.S.D. DESIGN PRESSURE RATING Ippl___S_PHEDULE VALID FOR ALL SHAPES WITH GLASS flan psf psf + 24° 30" 75 36" 75 42" 75 48" 75 75 75 75 75 75 75 75 75 75 66" 75 75 72" 76" 84° 75 9o" 75 96" 75 102" 108° 75 114" 120" 75 126" 75 132" 75 138" 75 144" 75. 150" 75 156" 75 162" 75 168° 75 174° 75 180' 185" 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 MAXIMUM DAY LIGHT OPENING (D.L.O,) FORA GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS © EACH END OF GLASS MAX DAY UGHT OPENING (DLO.) Formula MAX. D.L.O. ®+ 0. ® 0 R© "a"-3.526" —3.526 (SHORT) SIDE) C.I. t M.I. _• nation Date �7�i//�/ :� i�8 % BY,.LJ Li _ .� ' - Tlttf7 TESTING da ENGINEERING CGAIFANY ++ , + =ea DM Mb. se. 9t°. MS. MGM w 33tee Phone , (3091871 --two . Fax , (3097871 -1 9 31 °—malt: t eatrm° Ee- aa0e719 WALTER A. Lie. dr. P E FLOWDA Lie. 41167 MAX. D.L.O. (b) OR "b "- 3.526" (LONG SIDE) Q+ Cs ® ;° t o1Rt 33 33 ',b„ psf psf + — 30" 75 36" 75 42° 75 48° 75 75 75 75 75 54" 75 75 60" 75 66° 75 72" 75 75 75 75 78° 75 75 84" 75 90° 75 96° 75 102° 75 a 75 114" 75 120" 75 126" 74 132° 72 138" 71 75 75 75 75 75 75 75 74 72 71 144° 71 71 148° 70 70 42" 48" 54" 60" 66° 72° 78° 84° 90" 96" 75 75 75 75 75 75 75 75 75 74 102" 69 108` 114" 120" 123" 65 62 59 DIMENSIONS LEGEND .�j�� 1111.14,4,0„. "! . TILE �A 42" 42" 75 75 48" 75 75 54° 75 75 60" 75 75 66" 75 75 72" 75 75 78" 75 75 84° 75 75 90" 75 75 96° 69 69 102° 63 63 105" 61 61 a „b„ psf + psf 48" 48" 75 75 54" 75 75 60" 75 75 66" 75 • 75 72" 75 75 786 75 75 84" 75 75 90° 70 70 92" 69 69 54° 54" 69.4 69.4 60" 69,4 69.4 66" 69.4 69.4 72" 69.4 69.4 78" 69.4 69.4 �2b 69.4 69.4 6o° 60° 62.5 62.5 66" 62.5 62.5 72" 62.5 62.5 74" 62.5 62.5 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) FRODUCTREVISED as complying with the Florida Building Code �Nfr1� Acceptance No / 't/ 06 0 �i1 �, \T" ••,.••.•..•.. d a ♦��, �`''_ : ��GENSke'.••• .� a ®� _4 .7, r- : 1 / 1.- •i '�$ ; f % - / ^1 A ;� cc , = +Q • S ATE OF • ,(,, ,; - •, q ®2i1tz TRTE(A tNC SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN ev: ►.a./R.E. /A.G i _ ::: A� Inc. / ; : 290 WEST 78 ROAD _ Etta s ssa -1si a3 ' ,I-\ -` FA1C: 305 558 -6685 ge > ,aCtA.�Qt* t 0„1 SsA 01/09/12 nor¢ _• nation Date �7�i//�/ :� i�8 % BY,.LJ Li _ .� ' - Tlttf7 TESTING da ENGINEERING CGAIFANY 12 -00$ DRAWING Re =ea DM Mb. se. 9t°. MS. MGM w 33tee Phone , (3091871 --two . Fax , (3097871 -1 9 31 °—malt: t eatrm° Ee- aa0e719 WALTER A. Lie. dr. P E FLOWDA Lie. 41167 Mltan _ • _ __�,_ i_ _ �i W1t. e6 6ESC6P6QN 610E ne. 6° ' t o1Rt 11Ir" M� , "! -DADE COUNTY - • =F.Q -�1e "I ,`i - • •••••••• . �- . .7∎. ..e 1 ea amt CI 3/1Z s SHEET 8 CIF 9 " s '' o0NA8 s + MAXIMUM ANCHOR SPACING SCHEDULE "s" SUBSTRATE - ANCHOR TYPE NEGATIVE A.S.D. DESIGN PRESSURE RATING (Pst) HEAD /SILL JAMB CONCRETE OR BLOCK (sE w 9A & NA 1/4°0 ULTRACON ® 75 or less 9" O.C. 12" 0.C. > 75 up to 90 9" 0.C. 1 1 1 2" 0.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. W00p (SEE ME WO 1/4°0 ULTRACON ® 75 or less 9" 0.C. 9 .1 /2" 0:C. > 75 up to 90 8" O.C. 8" O.C. > g0 up to 130 5 1/2" 0.C. 5 1/2" O.C. > 130 u o 154 P t ._ 4 1/2" O.C. 4 1/2" O.C. METAL (sEE tug wit & v/t} 1/4 °0 TEK SCREW gib 75 or less 9" O.C. 12" 0.C. > 75 up to 90 9° O.C. 12" O.C. > 90 up to 130 8" 0.C. 8" 0.C. > 130 up to 154 7" O.C. 7" 0.C. CONT. ALL AROUND SPOT WELD ER -4043 CONT. ALL AROUND TYPICA, L CORNEt FRA CONNECTION _(TOP) DETAIL 2 TYPICAL CORNER FRAME CONNECTION (TOP & BOTTOM) pETL1 SCALE 3/4 " =1" (2) #8 x 1" PH S.M.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PRODUCT REVISED as complying with the Florida Building Code $112 T11.TECO INC. SCALE 3/4 " =1" A� No /. `206• ,'„ ration: Date _se, (gei, SERIES 21000 HFGH IMPACT FIXED LAMINATED GLASS WINDOWS CRAVIN er: LA./mt./AA ot/a9/12 CATE I —DADE COUN 12 -004 CRANK No %JJJ90JB GENERAL NOTES: 1. SERIES 11000 HIGH IMPACT SUDING GLASS DOOR. SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. SERIES 11000 HIGH IMPACT SUDING GLASS DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHAD_ BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7 -05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC Sc ASCE 7 -10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7 -10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 3 BELOW. 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 Eat USED IN THEIR ANALYSIS. A DURATION FACTOR Co =1.60 WAS USED TO VERIFY FASTENERS IN WOOD. THIS DOOR'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY, INC. LAB REPORT 5626 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1612 & 1615 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY. 2. REMAINING COMPONENTS FOR THIS SUDING GLASS DOOR SYSTEM SHALL BE AS INDICATED ON BILL OF' MATERIALS AND COMPONENT SHEETS 2 AND 3 RESPECTIVELY OF THIS DRAWING. 30 a �_l a S. • 1 ► i_ . ►.� 1 f �._ 6 O •a► SHEET 4. SEE DOOR ELEVATIONS ON SHEETS 4 THRU 7 FOR QUAUFIED CONFIGURATIONS 4. THIS SERIES 11000 HIGH IMPACT SUDING GLASS DOOR WILL NOT REOUIRE A HURRICANE PROTECTION DEVICE. 5. THIS SERIES 11000 HIG}I IMPACT SLIDING GLASS DICHLES APPROVED AND WATER INFILTR,ATION., 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION -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 META 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 & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 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. AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 & 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. 9. ANCHOR NOTES: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH (SEE SCHEDULE ON SHEET 7A). (A) TO EXISTING POURED CONCRETE: (Min. f'c = 3.192 k&), MIN. EDGE DISTANCE = 2 1/2". - 1/4 "0 TAPCON W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURES) BY ITW BUILDEX, INC (COMPONENT 0), THRU 1 " P.T. WOOD BUCK. - 1/4 "0 KWIK -CON II W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILTI, INC (COMPONENT E), THRU 1 ° P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK MIN. EDGE DISTANCE = 2 1/2". - 1/4 "0 TAPCON W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 29), THRU 1" P.T. WOOD BUCK. - 1/4 "4 KWIK -CON 11 W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY HILT], INC (COMPONENT THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. WOOD_BUCK. MiN. EDGE DISTANCE = 1". - 1/4 "4 TAPCO/ 1 1/2" MIN. THREADED PENETRATION, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT ). (D) TO EXISTING MIN. 1/8" THICK ALUMINUM MEMBER (6063 -T5 ALLOY) MIN. EDGE DISTANCE = 1/2 ". - 1/4 "0 -14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT ®). (E) TO EXISTING MIN. 12 GAGE STEEL MEMBER (ASTM A -500, A -653 OR A -36) MIN. EDGE DISTANCE = 1/2 ". - 1/4"0-14 TEK SCREW, MIN. 1" LONG, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT ®). 10. PROVIDE 1/4" MAX. SHIM SPACE (TYP.). 11. SERIES 11000 HIGH IMPACT SUDING GLASS DOOR MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: GENERAL, IMPACT GIB AND WINDOWS, CORP. HIALEAH, FLORIDA. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. 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 RESPONSIBIUTY. (c) THIS P.A.D. WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.Q. SHALL BEAR THE DATE AND ORIGINAL SEAL AND • SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. p0oipe1104,404 ©BBB tR A. d oft .jj4•OF. ' F"' z y R titjP : 44/" asraesAralsoir G2012 TNJECO INC. /ii[IOic. TIL L1T TESTING & ENGINEERING COMPANY e339 p.0. Stith. St. Sta. 309, Y1 ?A GARDENS. R 331W Phase : (709771 -1930. Fos : (300171 -1931 e —maiD RDteca®acLectur E8- 9006719 WALTER A. TILLT Jr, P.E. FLORIDA Lk. 44167 "MiCt MAW/ Ida.:19 10 611AMI DADE COUNTY FLORIDA BUILDING CODE (Hgh Velocity Hurricane Zane) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR NU 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 555 -8103 FAX: (305) 558 -6865 www.ger19l'allmltact.com wilN .t oB ac 93923,333 DM /OM ea OLD W-'.WO 3 L EALC M./A.G. 01/10/12 DATE 12-003 DRAWING Na SHEET 1 CF 18 MATERIALS .J . __ ITEM # PART # DESCRIPTION MkI'tatIAL 1 GIC301 -1 FRAME HEAD 6063 -T6 2 GIC3O2 -1 FRAME SILL 6063 -T6 3 GIC303 -1 FRAME JAMB 6Q63 -T6 4 G1C304 -1 TOP RAIL 6063 -T6 5 G1C305 -1 BOTTOM RAIL 6063 -T6 6 GIC306 -1 LOCK STILE 6063 -T6 7 GIC307 -1 MEETING STILE OUIL,k INTERLOCK 6063 -T6 8 G1C308 -1 MEETING STLE INNER INTERLOCK 6063 -T6 9 GIC309 -1 CENTERMATE FEMALE ASTRAGAL 6063 -T6 10 GIC310 GLAZING BEAD 6063 -T6 11 GIC311 INTERLOCK STIFFENER 6063 -T6 12 GIC312 RETAINER CUP, 4" LONG 6063 -T6 13 GIC313 FIXED PANEL CUP, 8" LONG 6063 -T6 14 - OPTIONAL INTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REQ'D FOR 7' & 8' 000RS 6063 -T6 15 - OPTIONAL EXTERIOR REINFORCEMENT FOR FEMALE ASTRAGAL ONLY REQ'D FOR 7' & 8' DOORS 6063 -T6 '17 W223511 K TOP RAIL + JAMB + STILE + ASTRAGAL WEATHER STRIPPING NEOPRENE 18 GIC315 BOTTOM RAIL SEAL VINYL 19 GIC314 SETTING BLOCK NEOPRENE 20 GIC316 GLAZING BULB NEOPRENE 21 FASTENER PANEL ASSEMBLY SCREWS, #10x1 1/4" P.H. S.D.S. S.T. STEEL 22 FASTENER FRAME ASSEMBLY SCREWS, #1Ox1" F.N. S.D.S. S.T. STEEL 23 FASTENER FIXED PANEL CUP FASTENER, (3) #10x1 /2" PH S.D,S. S.T. STEEL 24 - PANEL GUIDE (TOP ONLY) AT EACH END OF EACH PANEL 0 2 /PANEL CELCON 25 #1939- 6010 -55 GLASS PANEL ROLLER ASSEMBLY AT (2) Q5 PER OPERABLE PANEL 0 EACH END OF PANEL ST. STEEL 26 FASTENER (2)1/4 "0 -20x1" LONG T.H. S.S.M.S. TO STILES /ATRAGAL FOR EACH ROLLER ASSEMBLY FASTENING STEEL 27 2300 -1055 / #623Z HANDLE LOCK (INTERIOR AND EXTERIOR) © 36 1/2" /BOTTOM WITH LOCK INSTALLATION SCREW (2) #6- 32x3/8" F.H. M.S. S.S. INCLUDES ZAMAK HANDLE 0 35 1/2" /BOTTOM W/ #10 -24x1 3/4" O.H. M.S. S.S. ST. STEEL 28 2500 -1061 Z LOCK STRIKE PLATE W/ STRIKE PLATE MOUNTING SCREW (2) #10x1 1/4" P.H. S.D.S. S.T. STEEL 29 ANCHORS 1/4 "0 T1W BUM TAP ON ANCHOR OR 1 /4 "0 HUI K1MK -CON II ANCHOR (SEE ON SHEET 7A) STEEL 30 ANCHORS 1/4 "0 -14 fTW BUILDEX TEK SCREW (SEE SCHEDULE ON SHEET 7A) STEEL 31 GLAZING SIUCONE SEALANT STRUCTURAL SIUCONE GE SCS2800, DOW CORNING 795 & PECORA 896 STRUCTURAL SIUCONE 33 GLASS 0.458" OVERALL LAMINATED GLASS W/ (1) 0.185" HEAT STRENGTHENED GLASS + (1) 0.088" INNER LAYER FILM DUPONT BUTACITE PVB, INTERLAYER BY E.I. DUPONT DE NEMOURS & CO., INC. + (1) 0.185" HEAT STRENGTHENED GLASS. - 34 BUMPON SPACER, 1/4" DIAMETER HALF SPHERE, CLEAR. 3" FROM CORNERS MAX. AND 12" O.C. (MAX.), AT MID -GLASS BITE ELEVATION, 8Y FRANK LOWE RUBBEL AND GASKET FLB -28, CLEAR. �S�(�ICONE 4�rasr '�a ®°tee,. SUBSTRATE (SEE SCHEDULE ON SHEET 7A) GLAZING DETAIL (SECTION). SCALE: 1 /2 " =1 " ORODOC1 BEVIES 1 auk )z- 0206.10 itudie*Frillatt evolver-) MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 141 dr\ 0y Ne ' G� SE� ' a 4 4 w S1p, Of • i, $ _mss S 1t1 A� 0•0 2012 TILTECO INC. i lILIE C 0 INC. TILLlT TESTING & ENGINEERING COMPANY e386 N.W. 38th. St., SW. 308, VIRdfBA GAROE335, Fl 33188 Phone : (5)871 -1330. Fax 1 (31:4311-1531 e -moiI: tllteco'aol.com E8- 0006719 WALTER A. TUX Jr., P.E. FLORIDA Lic. 44167 SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR 1 - MINE AWN.. 290 WEST 78 ROAD HIALEAH, Fl.. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generalImpactcam DRAM 6T: LO./M.C.V./A.G. 01/10/12 DATE REV. R8 tun OEM Re ORE 12 -003 DRAWING No QL 07 -3t13 o1,,+3/+ 3 SHEET 2 OF 18 5.808" 1.683" R. FULL (5) FRAME HEAD 6063 -T6 SCALE 1/2 " =1" .1 1.594° R. ° 25" 1.219" 1.501" 084 8.094 "J (2) .250" T-- ® LOCK STILE 6063 -T6 .SCALE 1/2 " =1" 1.785" .125° - 1 %125" t1 - .951 R.062" /' (10) 1.782" INTERLOCK STIFFENER 6063 -T6 SCALE 1 /2 "=1° .130 220° SETTING BLOCK NEOPRENE SCALE 2 ° =1° 1.683° 8.125 (3) -.062° 6.012° 2.189° tr .375° .062 4 1.152 " - C .078 " - .244" (3)-:-; fi815 1-.078" - 1.605 ° - .4 5 .125" 172 °j 5.715" 375" .062 .250" 3.500° 2, FRAME SILL 6063 -T6 SCALE 1/2 " =1" 3.000" R 082° 1.875" {5) -\ - - 1.083 " -r .278° `�.�� REF. .125 .625" I 4-.312° "."7.7 g R.031" .875 " - .094 ° -- 2.064" 891 ° - • 1 -.123° r.107° ° Sa6° .045 - .022 °( D94 °3 .188° REF. - 2125" 0 MEETING STILE OU R INTERLOCK 6063 -T6 SCALE 1/2 " =1' .124" - 062° LL V 11220` X 1.500" .Oi5 DP. R.030" 2° - 8.015° .076" R.062 .267" 1585" 50" G RETAINER -c-LT 6063 -T6 4" LONG SCALE 1/2"=1" .194° GLAZ NG BUL NEOPRENE SCALE 2 ° =1' 1.395" R. FULL- .340° RAM" .387" R.031" R.022 ° r.107" 1 123 °� .045" 1.395" .483" - 8.077" .875" 223° ! 1 1.25° .684° 1.152° .277" 1.749° .657° 2.189" 5.637" .440" 1.749" .595° 188° - -.062° 1.171" R.062 (5) FRAME JAMB 6063 -T6 SCALE 1/2" =1" 3.000" 2.125" .094° - x.094° 8 .188" REF I. - 1.843° .094" - .891 " - 2.064" 031° .312"'"-r-' 312 ----1 _i_.625" .7_r.125° .278° REF. L 1R.062" 1.063 °---� (5) ,.875° MEETING STIIE INNER INTERLOCK 6063 -T€ SCALE 1/2 " =1° DRILL V 120' X .015 OP. 062" .527" REF. .156" ,560" 1.793" .125" 1-(310 1.263° 1•.130 R.031° R.022" 045 "-I .123" ® TOP RAIL 6063 -T6 • SCALE 1/24=1° .937" 3.000° 2.125" .875° - R.062" (2) ° 1 .078 ° - 3.945° DRILL V 120` X 015 DP, 1.749" .094 " - .130 °J 606" R.022 107° 1r.123 ". -.045" 1.395° -.078" .09 062° R.045" (3) .328° 2.1 .234° 2.500" CENTERMATE MALE ASTRAGAL 1.591° 125° 6063 -T6 SCALE 1/2 " =1" 2.014" .5 9° F.110" 123" R.022"-., I 1'045° .271 .746 "• --"`1 .086 .049" 11 1 .985" R.010 "�� 2.625" .154" .062 " - 1.599" .078 ° - .062 880° .204" 3.500" 2.110" 96 "--1 8.031° - .164° (4) - 1.288' -- 05 BOTTOM RAIL 6063 -T6 SCALE 1/2 ° =1" ID GLAZING BEAD 6063 -T6 SCALE 1/2 " =1" .043" '.188" -R 174 .018 .170 1.527" 0 OPTIONAL INTERIOR, 1 ;BOTTOM RAIL SEAL, FIXED PANEL CUP REINFORCEMENT FOR ( OPTIONAL EXTERIOR SCAALNE 2 " =1° 6063 -T6 FEMALE ASTRAGAL REINFORCEMENT FOR 8 LONG SCALE 1 " =1" 0101119 04BO1 6063 -T6 1 +�1ee� N. TILL /TJ - SCALE 1/2x=1. 6063 -T6 FEMALE ASTRAGAL COMPONENTS •• eS1 g aa ■4t IILIE C TILLIT TESTING Sc ENGINEERING COMPANY 8359 N.'8. 38th. St., Ste. 309. MGM GARDENS, FI 33188 Phew : ( C5 71 -Ism . Fan : {319)871 -1831 e -mail: tllteca@aoLccm E8- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Lic. 44167 tiffiBLICT ROt EisidikS Cede kegivisete 12. -a2o�l ) 2 1� �? MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR 1,0,m,0,v. Ao GENERAL IMPACT OtASS & WINDOWS 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558-8103 FAX: (305) 558 -6665 www.gerserclimpact.com 01/10/12 DATE SEV. ea SESSIOPTIIIti age SEW NG 12 -003 DRAWING No tAO ar-3ae mite/ti 3 SHEET 3 OF 18 #At A/81 B/94 DEE XPA:,„ FRAME WIDTH (SEE SCHEDULE) W1°44 DEr. EI/944 DEF. A/84 SIM. ID/11 a v9 z 4 49 3/16" MAX. FIXED PANEL WIDTH D.L.O. WIDTH (SEE SCHEDULE) 0 A/81 49 1/4" MAX. OPERABLE PANEL WIDTH X DET. OAT— B/9 441 DET. X 0 DEF. --- B/91 TYPICAL EXTERIOR ELEVATION (OXXO) SCALE: 1/2" = * SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. MAXIMUM A.S.D. DESIGN PRESSURE RATING SCHEDULE FOR A MAXIMUM C 1 1 —' 1 DEL Y/7A A/84 SIM. MAX. . . • 1, • • • II 21 1 I MAX. A.S.D. DESIGN MAXIMUM MAXIMUM MAXIMUM MAXIMUM PRESSURE FRAME 'oar FRAME WIDTH D.L.O. HEIGHT DLO. WIDTH +85, —85 psf 9'-0" 15 psf AT WATER 16' —0 " 99 3/4" 42 3/4" +91, —99 psf -- 15 psf AT WATER 8 — 0" 16' —0 " 87 3/4" 42 3/4" +100, —120 psf 15 psf AT WATER 77-0" ©2012 NUE= INC. / !RAC° me. TILLIT TESTING & ENGINEERING COMPANY 630 N.W. 311th. St., Ste. 3a5. ViRtallA CARDEN% Fl MISS Pisa= 0033871-15,10 Fos ; 004871-1531 e tatecoScoLcom ES-0006719 WALTER A. rum Jr., P.E. FLORIDA Lk. 44167 16'-0" 75 3/4" 42 3/4" 0116114.1CT NEVIED es stswilyleg wigs Se Flavids Shalfsg Gads hg Pie 12 — 0'26440 gess t MIAMI CADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR Lecrv.u/L. 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558-8103 FAX (305) 558 —6665 GENERAL, www.gerterolimpact.com IMPACT GLASS & wIt4 POWS 01/10/12 DATE REV. SO SESSSPTION INUE itEV. N. WITS 12-003 CRANING Na a-mo OU11.3/12 3 SHEET 4 Of 18 A/8 1 FRAME WIDTH (SEE SCHEDULE **) B/9 DET. X/7A�me� 12_ A/8 TYPICAL SEE SHEET • DET. X/7A1 8/9 41 WIDTH (SEE SCHEDULE * *) B/9 (1 11 /15 EXTERIOR ELEVATION (OX) SCALE: 1/2" = 1 ' -0" 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 A. X /7A 49 1/4" MAX. OPERABLE PANEL WIOTFI FRAME 33 D.L.O. (SEE SCHEDULE **) X k le J' . A /8® 49 3/16" MAX. FIXED PANEL WIDTH D/13 lr 1 1 0 MET. Y /7A DET. X /7A W"L A/81 FRAME WIDTH (SEE SCHEDULE * *) B/944 X /7A _ 6 MAX. D/14 EXTERIOR ELEVATION SCALE: 1/2" = 11 -0" TYPICAL SEE SHEET 1— 49 1/4" MAX. OPERABLE PANEL WIDTH X A/8 D/14- D.L.O. (SEE SCHEDULE * *) X *'—E37-9411--- DET, X /7A XO TYPICAL EXTERIOR ELEVATION (XX) SCALE: 1/2" = 11 -0" 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 0ddddBBBdOO�a���� ,r�,o P.P.T1��,rJ4 O%'V'...* \GENSe ' �� ' SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. Y/7A DUCT MIMED esegdyfets wadi bate Stiaiditg Cade pia 12- 0206'10 MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) @ 2012 TILTEC O INC /tico\ inc. TIWT TESTING & ENGINEERING COMPANY 6396 11.w. 3601. &.. Sta. 7.99, mom* GARCE IS, Fl 33166 RIO= 1 (305)871 -1570 . Fes : (305)871 -1531 e -mcl: tatecoOc9Lcom EB- 0006719 WALTER A. TIWT Jr.. P.E. FLORIDA Uc. 44167 SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR IAN..: MIME 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generapmpact.cem — DRAY: 9 L SA4Q.V /A.M. 01/10/12 DATE 1. 110 t aen eo ate 0636 12 -003 DRAWING No 010 07 -365 VI/10/12 SHEET 5 OF 18 `+s4 49 3/16" -- MAX. FIXED PANEL WIDTH 33 // / - D.L.O. 49 1/4" MAX. OPERABLE PANEL WIDTH @ / I -- CI S 0 H ci 4 j l X 0 14 (SEE SCHEDULE * *) 0 _ A/8 TYPICAL SEE SHEET • DET. X/7A1 8/9 41 WIDTH (SEE SCHEDULE * *) B/9 (1 11 /15 EXTERIOR ELEVATION (OX) SCALE: 1/2" = 1 ' -0" 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 A. X /7A 49 1/4" MAX. OPERABLE PANEL WIOTFI FRAME 33 D.L.O. (SEE SCHEDULE **) X k le J' . A /8® 49 3/16" MAX. FIXED PANEL WIDTH D/13 lr 1 1 0 MET. Y /7A DET. X /7A W"L A/81 FRAME WIDTH (SEE SCHEDULE * *) B/944 X /7A _ 6 MAX. D/14 EXTERIOR ELEVATION SCALE: 1/2" = 11 -0" TYPICAL SEE SHEET 1— 49 1/4" MAX. OPERABLE PANEL WIDTH X A/8 D/14- D.L.O. (SEE SCHEDULE * *) X *'—E37-9411--- DET, X /7A XO TYPICAL EXTERIOR ELEVATION (XX) SCALE: 1/2" = 11 -0" 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 0ddddBBBdOO�a���� ,r�,o P.P.T1��,rJ4 O%'V'...* \GENSe ' �� ' SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. Y/7A DUCT MIMED esegdyfets wadi bate Stiaiditg Cade pia 12- 0206'10 MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) @ 2012 TILTEC O INC /tico\ inc. TIWT TESTING & ENGINEERING COMPANY 6396 11.w. 3601. &.. Sta. 7.99, mom* GARCE IS, Fl 33166 RIO= 1 (305)871 -1570 . Fes : (305)871 -1531 e -mcl: tatecoOc9Lcom EB- 0006719 WALTER A. TIWT Jr.. P.E. FLORIDA Uc. 44167 SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR IAN..: MIME 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generapmpact.cem — DRAY: 9 L SA4Q.V /A.M. 01/10/12 DATE 1. 110 t aen eo ate 0636 12 -003 DRAWING No 010 07 -365 VI/10/12 SHEET 5 OF 18 FRAME WIDTH (SEE SCHEDULE * 6 A/844 ao� Der. z/t 8/9/ DEr. x�B„ /� 044 TYPICAL EXTERIOR ELEVATION (OXX) SCALE: 1/2" = 1' -0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 44 FOR MAXIMUM FRAME St D.L.O. SEE SCHEDULE ON SHEET 4 'mot: _D/15 D//16 A/8 FRAME WIDTH (SEE SCHEDULE ** B/9 44 ®°a�ooA ( 11 11 �s 2,C/15 C76 1 Y /7A 11116aC5o ,s#4„1„ �,�� II _ $ • . w 49 3/16" MAX. FIXED PANEL WIDTH \0\ 0 x7 A/844 Dpi. BIM. �'�® f' II 11 49 1/4" AX. OPERABLE PANEL WIDTH 1 8 D.LO. (SEE SCHEDULE * *) 0 t 1 11 ) 1 1 A /$1 DEL X/7 T B/9 4 DEf. x %7Al ®�-- A/8 4 BIM. TYPICAL EXTERIOR ELEVATION (oxo) SCALE: 1 /2" = 1' -0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 02912 11LTECO INC. IIL IE c 0 inc. \ TILUT TESTING & ENOINEERING COMPANY e322 01 *. 35th. St., Ste. 322 mom OMENS. R 33168 Phan : ( C5)271 -1530 . Fog : (3083271 -1831 e -mail: titecatkiol.com EB- 0006719 WALTER A. TILLIT J1:. P.E. FLORIDA Lic. 44167 rstesucr REY 6§619wiplying with the Mei& Redd* cede Mapilasest 12--0 7.04. 10 Otte MIAMI DADE COUNTY FLORIDA OUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR'" �`' tcs./ra.cv /ac. ;: i i -aO AIM Soria tiaa 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generoirnpact.cam 01/10/12 DATE'. 621.62 OSSOPSON 621. 20 IW6 12 -003 DRAWING No OW m -a2a 61/10/12 a 2 4 SHEET 6 OF 18 49 3/16" 33 ///t_ X 1tl \ * • ' MAX. FIXED PANEL WIDTH D.L.O. 49 1/4" MAX. OPERABLE PANEL WIDTH 33 ;// 0 _ 1 !1 X (SEE SCHEDULE **) 0 A/844 ao� Der. z/t 8/9/ DEr. x�B„ /� 044 TYPICAL EXTERIOR ELEVATION (OXX) SCALE: 1/2" = 1' -0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 44 FOR MAXIMUM FRAME St D.L.O. SEE SCHEDULE ON SHEET 4 'mot: _D/15 D//16 A/8 FRAME WIDTH (SEE SCHEDULE ** B/9 44 ®°a�ooA ( 11 11 �s 2,C/15 C76 1 Y /7A 11116aC5o ,s#4„1„ �,�� II _ $ • . w 49 3/16" MAX. FIXED PANEL WIDTH \0\ 0 x7 A/844 Dpi. BIM. �'�® f' II 11 49 1/4" AX. OPERABLE PANEL WIDTH 1 8 D.LO. (SEE SCHEDULE * *) 0 t 1 11 ) 1 1 A /$1 DEL X/7 T B/9 4 DEf. x %7Al ®�-- A/8 4 BIM. TYPICAL EXTERIOR ELEVATION (oxo) SCALE: 1 /2" = 1' -0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. 02912 11LTECO INC. IIL IE c 0 inc. \ TILUT TESTING & ENOINEERING COMPANY e322 01 *. 35th. St., Ste. 322 mom OMENS. R 33168 Phan : ( C5)271 -1530 . Fog : (3083271 -1831 e -mail: titecatkiol.com EB- 0006719 WALTER A. TILLIT J1:. P.E. FLORIDA Lic. 44167 rstesucr REY 6§619wiplying with the Mei& Redd* cede Mapilasest 12--0 7.04. 10 Otte MIAMI DADE COUNTY FLORIDA OUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR'" �`' tcs./ra.cv /ac. ;: i i -aO AIM Soria tiaa 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generoirnpact.cam 01/10/12 DATE'. 621.62 OSSOPSON 621. 20 IW6 12 -003 DRAWING No OW m -a2a 61/10/12 a 2 4 SHEET 6 OF 18 A/8 44 FRAME WIDTH (SEE SCHEDULE B/9 4 DEr. X /7A- #.71 p� �o ( I I B' /10 44 DEr. B/9 4 DEr. X /7A- .,, , ( 11 11 A /8® Slts.l. Plc 49 1/4" MAX. OPERABLE PANEL WIDTH D.LO. (SEE SCHEDULE * *) x A/84 X I 11 a / ///13:. X DET. X /7AT B/9 4 DET. X/570- - B' /10 x A 0/17 j C/17 y 1yr DEL X/7ATp__� B/944 TYPICAL EXTERIOR ELEVATION (XXXX) SCALE: 1 /2" = V-0" SEE SHEET 7A FOR MAXIMUM ANCHOR SPACING AT JAMBS. ** FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 DEr. Y /7A A/84 SIM, 0 2012 TILTECO INC. /1iErnne.\ TILLIT TESTING k ENGINEERING COMPANY 6355 N.W. Seth. St.. Ste. 305. VIRGINIA OMENS, R 33186 Rhone : MOJ871 -1530. Fax : (305)871 -1531 e—mail: tnteca©aol.eam E8- 0006719 WALTER A. TILUT Jr.. P.E. FLORIDA Lie. 44187 raUa REVISED ass enottrittg with » faskilits Ogle Aewegtasee Re 2024/0 12 MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR `°"" �' [,a/M.cv /A.a 290 WEST 78 ROAD HIALEAH. FL. 33014 �+�-�^�+ PHONE: (305) 558 -8103 � EIN E ww general mpaet.eam5 agr.Croeffr.074Ationt 01/10/12 GATE KV. No ato 07■31311 eree 01/10/12 CM No 3 12-003 DRAWING No SHEET 7 Cr 18 'r"g00.2gaar09B9 FOR A GIVEN S A RomEllAualesorr ANCHOR TfPE 1 /4.'0 TAPCON OR KWIK -CON II lir 0 _T 1 _ & I 0 N SC SU TE & A.S.D. ©: GN ' RES URE Rahn HEAD /SILL n f OF ANCHORS • SUBSTRATE DE= IMMURE FOR TAPCON_ +60, -60 psf 9 5 POURED CONCRETE FOR ice{-CON +75, -75 psf 11 +85, -85 psf 11 +91, -99 psf 13 +100, -120 psf 17 5 7 7 9 9' " 1/4"0 TAPCON 8' -0° WOOD +60, -60 psf 11 +75, -75 psf +85, -85 psf 13 15 1/4"0 TEK SCREW 1/4°0 TAPCON OR KWIK -CON II ALUMINUM MUWON OR STEEL MEMBER POURED CONCRETE +91, -99 psf +100, -120 psf +60, -60 psf 17 19 9 +75, -75 psf +85, -85 psf 11 11 +91, -99 psf 13 +100, -120 psf +60, -60 psf 17 N/A +75, -75 psf 9 5 +85, -85 psf 11 5 +91, -99 psf 11 7 +100, -120 psf 15 1/4"0 TAPCON WOOD +60, -60 psf 9 +75, -75 psf 11 +85, -85 psf 13 +91, -99 psf 15 +100, -120 psf 17 1 /4 "91 TEK SCREW ALUMINUM MUWON aR STEEL MEMBER +60, -60 psf 7 +75, -75 psf 9 +85, -85 psf 11 +91, -99 psf 11 +100, -120 psf 15 N/A 7' -O" 1/4"0 TAPCON OR KWIK -CON II POURED CONCRETE +60, -60 psf 7 +75, -75 psf 9 5 +85, -85 psf 9 5 +91, -99 psf 11 5 +100, -120 psf 13 7 •1 /4 "th TAPCON WOOD +60, -60 psf 7 +75, -75 psf 9 +85, -85 psf 11 +91, -99 psf 13 +100, -120 psf 15 1 /4"91 TEK - SCREW ALUMINUM MUWON as STEEL MEMBER +60, -60 psf 7 +75, -75 psf 9 +85, -85 psf 9 +91, -99 psf 11 +100, -120 psf 13 N/A O CORRESPONDS TO CLUSTER OF 0 OR 30 ANCHORS AT OF STILES /ASTRAGAL LOCATION (SEE DETAIL X) S4_Y1 MUM ._ IS * T JAM G u �'9R A GII( fol ANCH ®R 1 YR�, SUBSTRATE & M/•.X A.S Q DESIGN RRESSUR F 111' ANCHOR TYPE SU TE DESIGN-Try 9' -0" OR 8' -0" OR 7' -0" OF «s a- se 1/4"0 TAPCON OR KWIK -CON II POURED CONCRETE OR CONCRETE BLOCK +60, -60 psf +75, -75 psf FOR TAPCON 18" o.c. FOR KWIC -CON 8 18" O.C. 18" o.c. +85, -85 psf 18" o.c. +91, -99 psf 16 1/2" o.c. 18" o.c. 18" o.c. 18" o.c. +100, -120 psf 13 1 /2" o.c. 18" c.c. 1/4"0 TAPCON WOOD +60, -60 psf +75, -75 psf 18" 0.c, 18" o.c, -1-85, -85 psf 16 0.c. +91, -99 psf 13 1/2" o.c. 1/4"0 TEK SCREW ALUMINUM MULLION OR STEEL MEMBER +100, -120 psf +60, -60 psf 11" c.c, 18" o.c. +75, -75 psf +85, -85 psf 18" o.c, 18" c.c. +91, -99 psf 16 1/2" o.c. +100, -120 psf 13 1/2" o.c. N/A * CORRESPONDS TO THE SPACING OF TWO STAGGERED ANCHORS (SEE DETAIL Y)` AT STILES /ASTRAGAL. LOCATION (TYP,) - OF STILES /ASTRAGAL LOCATION • 5° at. SPACING CNN 5 "am SPACING DETAIL X -X HEAD & SILL CASE N.T.S. BeeA98/0A.11 /• lese�Q.: \ >�,Ei�s see se▪ e sat s r �(i' jj,1 e t O q co 1.4rd9/BOAO s e 02012 TILTEGO INC. /I IILIEC ® Inc. -\ TLIJJT TESTING It ENGINEERING COMPANY 8398 3133. 36th. St, Ste- 36S, NRQNIA GARDENS. R 33188 Phone (amen -1336. Gas : Mala 1 -1931 e -mail: tiiteco@aoLcom E8- 0006719 WALTER A TML.UT Jr., P.E FLORIDA Lic. 44157 OR t "S', STAGGERED (TYP.) 2 a /1e° DETAIL . FY- -Y JAMB .CASE, N.T.S. e0C 1 as eeeppiyias 'WA Ow Roth - &Mtge Cede I2; tl 0 2 MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zane) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR �' N .si L.�/M,cv /A.G. :li t Isle_ GENERAL r ..".;=. 0 290 WEST 75 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -$103 FAX: (305) 555 -5665 trww.geraer- limpect.ccm 01/10/12 DATE He atsranotou WOE et 033Cetereet 12033 12 -003 DRAWING No oto 07 -fie Y1/1o/12 3 4 SHEET 7A or 18m EXISTING STRUCTURE ED. I�CAE 9/1) 2 "x P.T. WOOD BUCK j/ (SEE NOTE 8/1) 2 x 106 3/4" MAX. PANEL HEIG 3 2 $ N d' 2 °x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE REQ'D. E-D. \ `J 'EJ E.O. SEE NOTE 9/1) (SEE NOTE 9/1) 1x P.T. WOOD BUCKS (SEE NOTE 8/1) ED. (2) ® E.O. ',SEE PALE 9/1 (sEE NOEE 9/1) WOOD SUBSTRATE MOTES: 1. FOR MAXIMUM FRAME & D.L.D. SEE SCHEDULE ON SHEET 4 & - FOR ANCHOR'S CONCENTRATION NEEDED AT STILES /ASTRAGAL SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. 106 3/4" MAX. PANEL HEIGH w sn o� 6 z ,4 2" MAX. THICK HIGH • . STRENGTH_ GROUT. . 4 POURED CONCRETE REQ'D. (1) AT 4EACHNEND OF EACH NOTCHES, SCREEN RETAINER TRACK AT Q SECTION A ®A SCALE: 3/8"=1" E.D. (SEE NOTE 9/1) . . (2) ®. POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE oee1e1aeoe0 a0:0 r J. (SEE NOTE 3s" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. ALUMINUM MULLION SUBSTRATE E.D. E.O. —(SEE NOTE `(SEE NOTE 9/1) 2%1) STEEL MEMBER SUBSTRATE, G2012 TILTECO MC. IIuE egg. TI LIT TESTING he ENGINEERING COMPANY 5355 N.N. 38th. St.. Sea. 305. VIR6NOA CAROM Fl 33188 Phan : (305871 -1530: Fax 0 (305871 -t531 e—mail: tIlteco ocLcom E8- 0006719 WALTER A. TIWT Jr.. P.E. FLORIDA Lic. 44167 SUC7 REVERE baiditag Cede Iz "b2ab410 Date Mewl IBC MIAMI DAD(: COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ES 11000 HIGH IMPACT SLIDING GLASS DOOR —13111 .cv./aa -- SERIES .;ESE Z A= 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8865 www.gerteralimpactcam 01/10/12 OATE 03Y. 010 03 VAN 404. 110 033127077010 CATE 12 -003 DRAWING Na 010 07-300 01/10/12 3 SHEET 8 OF 18 4'0$000 EXISTING STRUCTURE (SEE NOTE 9/1) E.D. 1 15/16° -- --(SEE NOTE - 9/1) 5§2 tai 2 "x P.T. WOOD BUCK (5tt NOTE 8/1) tt 2 a z FRAME HEIGHT ijA. • 4 _ c_ a E.D. (SEE NOTE 9/1) (2) Q E.D. (SEE NOTE 9/1) WOOD SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION NEEDED AT STILES /ASTRAGAL SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. * 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) POURED CONCRETE REQ'D. E.D. SEE NOTE 9/1) E.D. SEE NOTE -- 9/1) 1x P.T. WOOD BUCKS (SEE NOTE 8/1) EXTERIOR 2 FRAME HEIGHT (SEE NOTE 1 INbICATED 06 3/4° MAX. PANEL HEIGHT 2" MAX. THICK HIGH STRENGTH GROUT. POURED CONCRETE REQ'D. (2) 1/4" LONG WEEP NOTCHES, (1) AT EACH END OF EACH SCREEN RETAINER TRACK AT * * (4) 11 /16" LONG WEEP NOTCHES, (1) AT EACH END OF EACH OPERABLE PANEL TRACK .AT ©2 SECTION B ®B SCALE: 3/8 " =1" aWy E.D. (SEE NOTE 9/1) (2) POURED CONCRETE/ CONCRETE BLOC) SUBSTRATE .00.9,w N. e • E.D. J ' MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY----„, APPROVED MUWON (UNDER SEPARATE APPROVAL) E.D. tJGG mVIG 9/1) =) 30 tzt.t. Mint 9/1) NM- e , Pill ii o t ii Ti- II , 1 iI I. it .II !I! !i! (�1 _, - ,11 PRIOR STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. ALUMINUM MULLION SUBSTRATE, ED. E.D. -(SEE ;OTE- —(SEE NOTE STEEL MEMBER, SUBSTRATE ��• �L 91r�� ' �w�o a gyp° #B99d8O04je 6/2012 DUECO INC. IIL E C 0 inc. TIL LIT TESTING & ENGINEERING COMPANY $ pmS F1 /3148 Pre 3U)815 a . Fax t531 e —maff: titteco®aol.eom ES- 0006719 WALTER A. TIUIT FLORIOA Lk. 44167 vIe)IIIUCT EMMA .Roxivigbe Cede MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR"' �'' t.G./M.cv /A.G. > r rig GLASS $ WINDOWS 1Sr ClearSofutrom 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generaGmpactcom 01/10/12 DATE REV. eo oESCISanW+ WUE SEW xx 12 -003 DRAWING No aD v,- o1/W/IZ z 4 SHEET 9 Of 18 EXISTING STRUCTURE t- zm ZQO : z 3 e EXTERIOR E.D. (SEE 1 NOTE 9/1) i` 15/16' E.D. (SEE NOTE 9/1) 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) 2 .;1.N 1 x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE REQ'D. E.D. (SEE NOTE 9/1) E.D. (SEE —NOTE 9/1) °z ss w c z v. ly--1\\ 1 E.O. (SEE NOTE 9/1) (2) E.D. (SEE NOTE 9/1) OOD SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S CONCENTRATION NEEDED AT STILES /ASTRAGAL SEE SCHEDULE ON SHEET--7A. 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. z • N • 2 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) 2 I- C tfl 106 3/4." MAX. PANEL HEIGHT .2" MAX. THICK HIGH STRENGTH_ GROUT. • • • POURED CONCRETE REO'D. * (2) 1/4° LONG WEEP NOTCHES, (1) AT EACH END OF EACH SCREEN RETAINER TRACK AT SECTION SCALE: 3/8"--1° E.O. � (SEE NOTE 9/1) (2)'j) POURED C O N CETK/ CONCRETE OC S U B S T R A T F0 , ; „ „ ° ° eo ~ 441 67 o � a • fit'_:1. "7`T-- , e °� � �„ ° ELI � �o�o F1:OR1d . • •. oo.' o FiC.e ° ..... ' cis ao E.D. (SEE X" MINIMUM WALL THICKNESS NOTE 9/1) ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY --,„ APPROVED MUWON (UNDER SEPARATE APPROVAL) E.D. (SEE NOTE 9/1) _ `a N ^4 STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS, 4 ALUMINUM MULLION SUBSTRATE E.D. (SEE NOTE 9/1 E.D. (SEE "NOTE 9/1) 4 I d STEEL MEMBER SUBSTRATE, a w1& the Rol*. Cede deevileasee Plea -02n 10 • • Mai tede Peddle CW • MIAMI DADE CALINTY FLORIDA BUILDING CODE (High Velocity Hurricane Zane) . 02012 TILTECO INC. liLIEC 0 inc. -` TILLIT TENTING & ENGINEERING COMPANY 8389 M.W. 36th. 8t, Ste. Ma. MAGNA aewe 5. Pt 33188 Pone : (709)891 -1934 . Foe : 09)871 -1337 e —mail: titeco@4ol.com EB- 0006719 WALTER A. TIWT Jr„ P.E. FLORIDA Lic. 44167 SERIES 11000 HIGH IMPACT SLIDING GLASS LGC.F7M.TY.82.G. er: GENE .E imracr GreasSoiat on 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www.generaliimpactcom 01/10/12 DATE ere No tOSCSIPTDO anus RJR. ea wet 12 -003 DRAWING No OW ON= Y/1o/t SHEET 10 OF 18 -z (2) MUV. EMBEDMENT (SEE NOTE 9/1 49 1/4' MAX. OPERABLE PANEL WIDTH D.L.O. SEE NOTE 1 INDICATED BELOW) * ts& h EINE— POURED CONCRETE OR.� CONCRETE BLOCK REO'D. D LO, 2 °x T. WOO ' BUCK (SEE NOTE 8/1) 4' -0° MAX, FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) WOOD SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. 9 3/16° MAX. FIXED PANEL WIDTH 1/4° MAX. SHIM SECTION C -C (�xXo) 49 1/4° MAX. OPERABLE PANEL WIDTH D.LO. (SEE NOTE 1 INDICATED BELOW) 11__ ill! Pe � SCALE 3/8° =1 ° P.T. W000 BUCKS (SEE NOTE 8 /1) POURED . CONCRETE / CONCRETE BLOCK SUBSTRATE, /8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 1/4° MAX. SHIM Tri%M p__Kmpurittlffil ijo m 4 -U 9nrix 4' 0° MAX. as ealwityists wads era roe& Isidilag Cede 2 -O2,* . lO STEEL MEMBER SUBSTRATE 3/16° MAX. FIXED PANEL WIDTH NOTES: 1. FOR MAXIMUM FRAME & D.LO. SEE SCHEDULE ON SHEET 4 & FOR ANCHOR'S SPACING SEE SCHEDULE ON _SHEET 7A._ 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE, FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION D =D SCALE: 3/8 ° =1° V X X © pBdgaO9aaoa��.m TILL) pia lab iTa $f e1 „ria61 A0:00105000° ALUMINUM MULLION SUBSTRATE 6) 2012 TILTECO INC. IILIEc 0 INC. TILUY TESTING & ENGINEERING COMPANY 83.913 N.O. 36th St.. Sts 308. W GT5A GPRSEN9, FT 331 e8 Phana : (309)871 -1530 . F°a : (308)871 -1531 e -mail: tAteco@oal.corn EB- 0006719 WALTER A. TIWT Jr.. P.E. FLORIDA LIc. 44167 MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 aww.generoUmpaetcom 4 SHEET 11 OF 18 CI EMBEDMENT (SEE NQTE 9%1) 49 1/4" MM. OPERABLE PANEL WIDTH D.L.O. r- POURED CONCRETE OR CONCRETE BLOCK REO'D. -"(SEE NOTE 1 INDICATED BELOW) air 45 ri6i311:71,71k rt.% (2) O: trl 2'x P.T. WOOD BUCK (SEE NOTE 8/1) WOOD. S�STRATE 1 /4" SHIM (SEE NOTE 1 4'-0" MAX. 49 3/16" MAX. FIXED PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) at (2) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W /'12 GAGE MINIMUM WALL THICKNESS. 1/4" MAX. SHIM VI 4' -O" MAX. t iuI 4 SECTION C -C COO SCALE 3/8 " =1" 49 1/4° MAX. OPERABLE PANEL WIDTH D.L.O. SEE NOTE 1 INDICATED BELOW) W ©e 1111 44 4111P Mlik KT_ _ =, .r. irmiwrzi ri/DI in 4" D SHIM (SEE NOTE 1 INDICATED BELOW) 4' 0" MAX. 49 3/16" MAX. FIXED PANEL WIDTH STEEL MEMBER =MUM NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4... _ & FOR ANCHOR'S SPACING -- - SEE SCHEDULE _ON _SHEET. 7A._ 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. 141 1x P.T. WOOD BUCKS (SEE NOTE 6/1) PQUREL QNDRETEL CQ,tigliETE ®LTC SUSSTITE. 4' -O" MAX. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 1/4" MAX. SHIM ) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) ci 0 Li tn, O z (2)® ALUMINUM MULLION. SUBSTRATE SECTION D -D (OX) SCALE: 3/8 " =1" e 2012 TILTECO INt:. 1s t Nathan Csike Alesuptasee No 12 6Zo I 0 Rat,am MIAMI DADS COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLICING GLASS DOOR Llitae. TILLIT TESTING 4c ENGINEERING COMPANY 835 N.19. 36th. 5t, See. 309. MAMA CAROMS, R MISS - Phone : (3081871 -1930 . Fan : (3a5)87T—It e -mail: tlltecoaaaLcen, E8- 0008719 WALTER A. TILUT Jr., P.E. FLORIDA Lie. 44167 GENERAL 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (3D5) 558 -8103 FAX: (303) 558 -6665 www.gerterafimpact.cam 01/10/12 DATE M. as oesaaNaax OCT. n° 12 -003 - DRAWING No W. W405 at/to/t¢ SHEET 12 OF 18 —49 3/16" MAX. FIXED PANEL WIDTH D.LO. SEE NOTE 1 INDICATED BELOW) POURED CONCRETE OR CONCRETE BLOCK REQ'D. 2 "x P.T. WOOD BUCK (SEE NOTE 8 /1) WOOD SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 ..: & FOR ANCHOR'S SPACING SEE SCHEDULE ON __ SHEET 7A.. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 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 N • TE 1 fNDICATE 4' -0" MAX. 49 1/4" MAX. OPERABLE PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION C ®C (X0) SCALE 3/8 " =1" 49 3/16" MAX. FIXED PANEL WIDTH D.L.O. —1"(sEE NOTE 1 INDICATED BELOW) POURED CONCRETE/ CONCRETE BLOCK SUBSTREE ) P.T. WOOD BUCKS (SEE NOTE 8/1) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 606.3—T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) STEEL MEMBER SU®STRATE (SEE NOTE 1 INDICATED BELOW) 4' -0" MAX. 49 1/4" MAX. OPERABLE PANEL FRAME WIDTH WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION D ®D SCALE: 3/8 " =1" 4oe�'ape1!T(L(p,Oi a�Q,�. /%E.NSF •• ALUMINUM MULLLQ SUBSTRATE --1 'ovaaoePi, 4' . VIEDDLICIf BEVIS= I 1 Aiseltftwat Pk 17— oe>206•lo %Os MIAMI CSADE COUNTY FLORIDA BUILDING CODE (High velocity Hurricane Zone) 0 2012 TnLTECO INC. IILIEcome._: TILLIT TESTING E4 ENGINEERING COMPANY Hiss N.N. 36th. St., Ste. 300. MGM OMENS R 33188 Phone : 000871 —Ism .Fos : (308)871 -193t e -maH: thteco®aaLcom EB- 0006719 WALTER A. TILUT Jr.. P.E. FLORIDA Lie. 44187 SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -6103 FAX: (305) 556 -6665 www.generatimpact.cam 01/10/12 GATE OW. NO a» euc ttsvv GATE 12 -003 DRAWING No eta trr-1121 at/to/12 a SHEET 13 OF 18 um. EMBEDMENT (SEE NOTE 9 /1) D.L.O. (SEE NOTE 1 INDICATED BELOW) POLJ ED CONCRETE OR CONCRETE BLOCK REQ'D. z w(11 (2) Pat 0 2 "x '-.T. WOOD BUCK (SEE NOTE 8/1) Yigaa SUBSTRATE 1 /4" (SEE N AX. SHIM 4'—q" MAX. 4' 0" MAX. 1/4 MAX. OPERABLE PANEL WIDTH FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) L.O. TE 1 INDICATED BELOW) • STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE MINIMUM WALL THICKNESS. 1/4" MAX. SHIM SECTION C -C (XX) SCALE: 3/8"=1' D.L.O. (SEE NOTE 1 INDICATED BELOW) 1x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE / CCNCRETE.®OCK =SEM ) 1/8' MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 1/4" SHIM (SEE NOTE 1 INDICATED BELOW) 4' 0" MAX. NOTES: 1. FOR MAXIMUM FRAME & D.L.Q. SEE SCHEDULE ON SHEET .4 & FOR ANCHOR'S SPACING V SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 49 1/4° MAX. OPERABLE PANEL WIDTH—¢ - FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 4' 0" MAX. STEEL MEM®ER SUBSTRATE SECTION D -D (XX) SCALE: 3/8"=1" saASaeeoswes� ®gym er1etlo„a, N. TILL /T� ego �� •'�G*�NS� . �`'' 9 ee e a s 'ti ALUMINUM MULLION, SUBSTRATE 02012 1ILTECO INC. / IL E CO INC: 1ILi IS TESTING & ENOINEERINO COMPANY OSS NM. D., Ste. MISS Rhone : (-WW1— . Fax 1s3 e —mall: tlItecool.com EB- 0006719 WALTER A. TILUT FLORIDA Lia. 44167 > Cade hiSSISPISDTS Net 12- 02.46.1 v tGt idkersi Dude Fraduct C• eatrclf MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR , ja,G IMPACT CLASS GENE DOWS 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generalimpact.com 01/10/12 DATE 12 -003 DRAWING Na SHEET 14 CF 18 ell. EUSEDNE1vi' (SEE N01E 9/1) POURED CONCRETE OR — CONCRETE BLOCK RECTO. rn (2) (2) 2'x P.T. WOOD BUCK (SEE NOTE 8 /1) 1 /SHIM (SEE NOTE 1 INDICATED BELOW) 4 O MAX. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) 19 3/16° MAX. FIXED PANEL WIDTH 4' —O" MAX. 1/4" MAX, SHIM WOOD SUBSTRATE 0 O z STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -5CO A -653 OR A -36 W/ 12 GAGE INIMUM WALL THICKNESS. SECTION C —C (0X0) SCALE: 3/8 " =1" 49 1/4" MAX. OPERABLE PANEL WIDTH D.L.O. '(SEE NOTE 1 INDICATED BELOW 1 x P.T. WOOD BUCKS (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) rn wz w <n raylYY.i All (2)® 49 3/16" MAX. FIXED PANEL WIDTH STEEL MEMBER SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ' ON SHEET— 4 & FOR ANCHOR'S "SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPUCABLE. 4' 0" MAX. —FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION D —D (oxo) 9,,aa'7/41/07. TIT ".� SCALE 3/8 ° =1" 14a4. • 'NSF /� : $ * ....� , t A�l� SjdI 'Z o� FLORO�% •' e` , �b4t, QI "00,701016','" 1/4° MAX. SHIM crl ci z ALUMINUM MULLION SUBSTRATE 99 2012 TILTECO WC. irii\. TILLrr TESTING & ENGINEERING COMPANY 4398 N.W. 36th. St., sta. 309. MGM GA NB. R 33166 Rum : (3091871 -1930 . Fan • (305871- 18.x31 e —mm'f: titsca0aal.com ES- 0006719 WALTER A. MUT Jr.. P.E. FLORIDA Lic. 44167 failliater Wimp , MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR L.G.%M140. GENERAL 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305) 558 -8103 FAX (305) 558 -6665 www.generallmpact.com 01/10/12 DATE 6E1. NO 333343FIWN OWE 3EV. Na 12-003 DRAWING No OLD 67-340 0/12 3 4 SHEET 15 OF 18 M. EDIT (SEE NOTE 9/T) DLO- - °''(SEE NOTE 1 INDICATED BELOW POURED CONCRETE OR CONCRETE BLOCK REQ'D. ar 0 z w w (2) 2 "x P.T, WOOD BUCK (SEE NOTE 8/1) D.L.O. 1 /$HIM (SEE NITE 1 INDICATED BELOW) 4' 0" MAX. OR 30 4' 0" MAX. 4' 0" MAX. 4' 0" MAX. 1 /4" MAX. SHIM WOOD SUBSTRATE STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -38 W/ 12 GAGE MINIMUM WALL THICKNESS. 49 1/4" MAX. OPERABLE PANEL WIDTH 0.L0. (SEE NOTE 1 INDICATED BELOW) FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION C —C (XXXX) SCALE 3/8 " =1" 1 x P.T. WOOD BUCKS "'' '` "7'' (SEE NOTE 8/1) POURED CONCRETE/ CONCRETE BLOCK SUBSTRATE /8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 8063 -T5 .MIAMI DACE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 29 OR 30 4'-0" MAX. SHIM 49 1/4" MAX. OPERABLE PANEL WIDTH STEEL MEMBER SUBSTRATE NOTES: 1. FOR MAXIMUM FRAME & D.L.O. SEE SCHEDULE ON SHEET 4 _ & FOR ANCHOR'S SPACING SEE SCHEDULE ON SHEET 7A. 2. SUBSTRATES CAN BE COMBINED AS APPLICABLE. 4' 0" MAX. FRAME WIDTH (SEE NOTE 1 INDICATED BELOW) SECTION D —D (XXXX) e,9oL:e8P °TIL�jT"e� 41' SCALE: 3/8"1" • az� )o w� in x_1 /4—f MAX. SHIM ALUMINUM MULLION SUBSTRATE FLORIDA BUILDING CODE (High Velodty Hurricane Zone) ▪ Vet 02912 TILTECO INC. UT Cede Agealepamee 1Z -02'4 10 984e I �( •I 113 r ) rtede Product Centre/ IWIWI DADE COUNTY SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR NA • -A 4,''0eoe00oiii vol TILUT TESTING & ENGINEERING COMPANY 8399 N.W. 78th. St.. Sta. 309, VIRGINIA GARDENS. F1 73188 Phone : 069671 — . For : (3094871 —,931 e —mail: tfteeo©ael.aom ES- 0006719 WALTER A. TIWT Jr.. P.E. FLORIDA Lie. 44167 GENET �soOOW'S 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -6103 FAX: (305) 558 -8665 www.genereEmpact.ccrn 01/10/12 DATE 12 -003 URAWIN0 No SHEET 17 OF 18 (2) #10 x 1" F.H. S.O.S. CONT. SIUCONE CONT. SILICONE (2) #10 x 1" F.H. S.O.S. CORNER CONNECTION AT FAME HEAD AND SILL SCALE 1/4" = 1" (2) 110 x 1 1/4" P.H. 5.0.5 CONT. SILICONE ) #10 x 1 1 /4" P.H. 5.0.5 (2) #10 x 1 1 /4" P.H. 5.0.5 CONT. SILICONE CORNER CONNECTION STILE AT TOP AND BOTTOM RAIL (NON OPERABLE PANEL), SCALE 1/4° = 1" (2) #10 x 1 1 /4" P.N. S.O.S CONT. SIUCONE (2) # 0 x 1 1/4" P.H. 5.0.5 CONT. SILICONE (2) #10 x 1 1/4" P.H. S.0.5 pBBggn`�dG8�0e�m ®o ,44 Ale �. TtLC/f� �,a °��fi rf,t.NS�c 4� • CORNER.. CONNECTION STILE AT TOP AND BOTTOM RAIL (OPERABLE PANEL) SCALE 1/4" = 1" DUCT MN= the MAU as sessplying Belditg M $ ti - 0206.0 Stets X11 +1� MIAMI DADE COUNTY FLORIDA BUILDING CODE (High Velocity Hurricane Zone) e • `• 02012 TILTECO INC. / i.iioie . TILLIT TESTIN© & ENGINEERING COMPANY 8399 N.W. nth. S., Ste. 309, MGM GARDEIS, R 331436 R m s . : (309)871 -1330 . Fes : { {8)871 -1931 •-rnaU: tUtecoOaal.carn E8- 0008718 WALTER A. TILLIT Jr., P.E. FLORIDA Lic. 44167 SERIES 11000 HIGH IMPACT SLIDING GLASS DOOR --ONAS0 61: LC.,4.cV./A.o. 250 WEST 78 ROAD '! t! HIALEAH, FL 33014 w !! PHONE 305) 558 -8103 FAX: (305) 558 -6685 GENESwww.generaUmpact.ccm IMPACT w ?&B Clear.So&eeZba 01/10/12 DATE aaa»1me1 0A1'6 BEV. No 12 -003 DRAWING Na ma c7-w43 ailro/.z SHEET 18 OF 18 //24/(i/ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUII.DING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: _10 � . ' A? ' . i u n City: OCT 18 2012. FBC 20 CO Permit No.j Master Permit No. S(' [ C:r5 ROOFING Miami Shores County: - Miami Dade Zip: Folio/Parcel #: ! 1 3 d (. 015 f '790 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): Ain (a II a Diaz eigine5 Phonet 6— 5 959y Address: 10 �: 10 ? r� 5 fe 4 City: ,len p 1 arni 3lWe 5 State: 1 L Zip: 33 01 `'6' Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: G e ea(/'al L (()cud' Phone#: 3 O51 5C8 ° el 03 pax) ax) U) f 5 V , 7-6" t City: )4 'aka State: FL Qualifier Name: 30/ e Cla 2. State Certification or Registration #: C .C. C jS139 (( (4 Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Zip: 33 1) LI Phone#: .14,16— ( . Value of Work for this Permit: $ /') /511 OS Square/Linear Footage of Work: ©6 3 97- Type of Work: DAddition UAlteration Description of Work: DNew ='.' epair/Replace DDemolition 1 /,ildo c 3 ,aD / 04 c-71 /a. Sys /4A, Color thru tile: ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ms************* * * * * * * * * * * * * * * * * * * * * * * * * * *** * ** S fimiftal Fee q. * v + � 41, Permit Fee P. (J C CF $ CO /CC $ * Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ - Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 I Bonding Company's Name (if—applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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 ement must be posted at the job site absence of such posted notice, the whose property is subject to attachment. Also, a certified copy of the recorded notice of co for the first inspection which occurs seven (7) days after the building permit is issued. In inspection will ism be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of Avant, 20 ,by M Xif2,'-ot P aZ who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex Signature The foregoing instrument was day of U -4,20 who is personally known to m as NOTARY P Sign: Print: tractor knowl ged before me this who has produced and who did take an oath. , by My Commis * * * * * * * * * * * * * * ** :**********ms<**** gum **** **** ************ ***** ********** * APPROVED BY „i�,, /ei ', tfW Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) I PAGUAGA • State of Florida Aly► Corns. Expires May 21. 2018 Commission • EE 192W Zoning Clerk NOTICE OF CCIMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOBSITE A''IME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I I 1,21k0r3C7q0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFN 20128074311 Ole @k 28318 F's 2342► tips RECORDED 10/18/2012 103? :34 HARVEY RUVIII, CLERK OF COURT MIAMI-DADE COUNTYr FLORIDA LAST PAGE 1. Legal description of property and street/address: 101 &) E ?CZ-0 D 51Y2(' T Ai ar1A 5 Tes FL ° 3 6 36 2. Description of improvement: 1 ilk(?) a.c4 U) t MAO S 3. Owner(s) name and address: A Sri■ a-e.a I) a Wel oe ` ' JO pt to2n4 idse4 Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: c -nrPv d Tale 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ NAY `fF 6. Lender's name and address: 4h4 rE pr ` r r sL +r rr 1.- ,111 ' ,7 ✓��' � .,��,ji�' 330H 0 7. Persons within the state of Florida designated by Owner upon provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: '' 'i` -rte ,�, tv -- Chet fhls Q a Inecopyofthe Olt IA AMPMw- { 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different at is specified)'' Signature of Owner /n] Print Owner's Name Air) tit M p)cnz- 5 Sworn to and subscribed before me this Z day of Notary Public P Print Notary's NY'e 4Pi1 ,,rte 7/ �0 My commission expires: 123.01-52 PAGE 4 12/05 Aadr'frs31" it) / 553554-8 "MEIN Ef WONG LASS CORP 290 W 78 RD 33014 HIALEAH THIS IS NOT A BILL - DO NOT PAY RENEWAL & WINDOWS CC &REV-Ha0223 mina GENERAL IMPACT GLASS & WINDOWS WORKER/S "13WegkentTY BUILDING CONTRACTOR 3 THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT 0085 NOT PERMIT THE HOLDER TO VIOLATE MY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- MONS. PAYMENT RECEIVED MIAMI-DADE COUNTY TAX COLLECTOR 09/17/2012 60030000003 000045.00 SEE OTHER SIDE DO NOT FORWARD GENERAL IMPACT GLASS & WINDOWS CORP JOSE A ZUNIGA PRES 290 W 78 RD HIALEAH FL 33014 89 FIRST-CLASS U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 577378-4 gt, '4.ii07e4St6:4..W.gg 1TAXCOLLEC •R»: -14OLWFLAG ST stftpo A.13 534621-8 BUSINESS NAME! LOCATION GENERAL IMPACT GLASS & WINDOWS CORP 290 W 78 RD 33014 HIALEAH IS NOT A BILL - DO NOT PAY RENEWAL RECEIPT NO. 558366-2 FIRST-CLASS U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 OWNER GENERAL IMPACT GLASS & WINDOWS Sec. Typ of Business EMPLOYEE/S 206 MFG/RECYCLING/PROCESSING 3 THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE DONGfRNMMiRD COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE RC-WIRED BY LAW. THIS IS GENERAL IMPACT GLASS & WINDOWS NOT A CERTIFICATION OF ms HOLDER'S OUAUFICA. CORP TIONS. JOSE A ZUNIGA PRES myhmirmamm 290 W 78 RD rEAMI-DADE COUNTY TAX couscrat HIALEAH FL 33014 09/18/2012 60040000305 000045.00 SEE OTHER SIDE 983 08/15/2012 13:21 FAX 2394378444 STATEWIDE INSURANCE MKT RIO 0 5 CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD4YYY1f) 08/15/12 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES RIOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER IMPORTANT: Wets certificate holder is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate hotder In Ileu of such endorsement(s). PRODUCER Statewide Insurance Market #3, Branch 4 8784 Alico Road, Suite #100 Fort Myers, FL 33912 Phone (239)437 -6444 Fax (239)437 -8444 INSURED GENERAL IMPACT GLASS & WINDOWS, CORP. JAZS, LLC. 290 West 78th Road CONTACT NAME: Le' Est): ad ADDRESS: JESSICA D. MICHEL (239)437 -6444 insurancesw@gmall.com (i, No): (239)437 -8444 INSURERS) AFFORDING COVERAGE NAIC • INSURER A : ESSEX INSURANCE CO. INSURER B : INSURER C INSURER D : Hialeah, FL 33014- INSURER E 239 INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE IS$UED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF ROMANCE BR (MMIDDIYYYY) (MMIDDIYYYY) tTR AD IN WYD POLICY NUMBER GENERAL LIABILITY A COMMERCIAL GENERAL UABIUTY ❑ ® CLAIMS-MADE ❑ OCCUR WI 82,500 DEDUCTIBLE GEN'L AGGREGATE UNIT APPLIES PER ® POLICY ❑ ❑ LOC AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OS NED ❑ SCHEDULED ❑ HIRED AUTOS ❑ AN�O DINED ❑ ❑ 3C03210 08/14/2012 08/14/2013 LIMITS EACH OCCURRENCE $ 1,000,000.00 RENTED DAMAGE ISES PREMISES (Ea occurrence) $ 50,000.00 MED BOP (Any one person) $ 5,000.00 PERSONAL & ADV INJURY $ 1,000.000.00 GENERAL AGGREGATE $ 2,000,000.00 PRODUCTS - COMP/OPAGG $ 1,000,000.00 �Oy a ED $PIGLE LIMIT $ tes a��) BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ iPe°gnti "°E $ ❑ UMBRELLA UAB ❑ OCCUR ❑ EXCESS LIAR ❑ CLAMS-MADE ❑ DED ❑ RETEN11ON$ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETOR/PARTHERIEXECUTIVE OFFICER/MEMBER EXCUIDED? N IA (Mandatory In NH) If y describe under DESCRIPTION OF OPERPTIONS below EACH OCCURRENCE AGGREGATE $ p $ ❑ ORY LIAR S ❑ EttTM EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE, $ Si. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS t LOCATIONS! VEHICLES (Attach ACORD 101, Additional Remarks Schedule, B more space Is required) OPERATIONS: MANUFACTURER, RETAIL & INSTALLATIONS OF SHUTTERS, WINDOWS, DOORS THIS GENERAL LIABILITY POLICYCONTAINS A DEDUCTIBLE OF 82,500.00 PER ANY ONE CLAIM CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARMENT 10050 NE 2 AVENUE MIAMI SHORES, FL33139 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE LL BE DELIVERED IN ACCORDANCE WITH THE ' LICY PROVISO S. • ACORD 25 ( 2010 /05) QF Thee name End o are PatAreed marks of ACO D MAR -07 -2012 14:56 From:3055510'257 A' OR°,„ CERTIFICATE OF LIABILITY INSURANCE Pase:1'3 DATE (MM/DD/YYYY) 3/7/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the Certificate holder is an ADDITIONAL INSURED, the poliey(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Casualty Systems 3331 SW 107 Ave Miami FL 33165 General Impact Glass & Windows Corporation 290 West 79th Rd. Hialeah COVERAGES FL 33014 NrACT Juan Hernandez ? ,,. , (305) 551 -0590 I O., Nsi; (30S) $S1 -0957 ADS€? Admix' , -- PRODUCER 000(10010 CU,@T.OMFB.1A I. INSURERS) AFFORDING COVERAO- 8 .. INSURER AOridgefield Employers insurance NEURER B : INSURER C INSURER D: IN=UR=R $ INSURER F: NAIC 8 CERTIFICATE NUMBER:CL112101735 REVISION NUMBER: THIS INDICATED, CERTIFICATE EXCLUSIONS IS TO CERTIFY THAT NOTWITHSTANDING MAY BE ISSUED - • ♦ AND CONDITIQNS THE POLICIES ANY REQUIREMENT, OR MAY OF SUCH OF INSURANCE PERTAIN, POLICIES, WVQ USTED BELOW HAVE BEEN ISSUED TO TERM OR CONDITION OF ANY CONTRACT THE INSURANCE AFFORDED BY THE POUC)ES UMrrS SHOWN MAY HAVE BEEN REDUCED BY THE INSURED OR OTHER DESCRIBED PAID CLAIMS. (MWDD/YYYY3�� NAMED ABOVE FOR THE DOCUMENT WITH RESPECT HEREIN IS SUBJECT TO POLICY PERIOD TO WHICH THIS ALL THE TERMS, -- TYPE OF NSURANCE ASR POLICY NUMBER (W IDPIYYYYI GENERAL UABW7Y COMMEROIAL GENERAL LIABILITY EACH OCCURRENCE �p'�°�cEL S $ -._ __ — CLAIMS -MADE OCCUR MED EXP �Ar1X aneperson) -~ $ PERSONAL s ADV INJURY . ®_ ._ sENERAL AGGREGATE $ GEM. AGGREGATE LIMIT ARPUEs PER: PRODUCTS . COMP/OP AGG , $ POLICY PRA. LOC $ AUrOMOBII,E LJAB1LnY COMBINED SINGLE LIMIT $ ANY Aura .. — - .. 8 . BODILY INJURY (Per petecn) -BODILY ALL 01NNED AUTDS INJURY (i'er accident $ SCI IEWSLl97 AUT08 PROPERTY DAMAGE HIRED AUTOS (Psi az den5 $ NON•OWNED AUTQ$ $ UMBRELLA LUU3 OCCUR EACH OCCURRENCE is EXCESS LIAR CLAIMS MADE - AGGREGATE 8 DEDUCTIBLE $ RETENTION $ - • � . 8 `a' WORKERS � AND EMPLOYERS' LTY Yc STATU- 1 10TH- [rs i ER ANY PROPRIETOR/PARTNER/EXECUTIVE o��� q(CIUCED4 N / A E L EACH ACCIDENT $ 100 , 000 If yis, *scribe uncer 0830 -29908 2/7/2012 2/7/2013 EL.01.5EASE- EAEMPL $ 100,000 EL DISEASE - POUCY LIMIT $ 500.000 DESCRIPTION OP OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS 1 VENICLI (Atteeh ACORD io , Adr$119ful Remarks Sohaduls, If =memo Le rvquirad) General ContrB,Ctor CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZE° REPRESENrATNE ,Yuan Hernandez /TOTI ACORD 25 (2009/09) INS025 mama) The ACORD name and logo are registered marks of ACORD 1988 -2009 ACORD CORPORATION. AU rights reserved. MIAMI -DADE COL/ TAX COLLECTOR'.F': 140 W. FLAGLER 1st FLOOR . MIAMI, FL 641332 -2 su l#CATION GLASS & WINDOWS CORP 290 W 78 RD 33014 HIALEAH O tiENERAL IMPACT GLASS & WINDOWS l3Weg�`g� BUILDING CONTRACTOR wORKE3 /S nits 13 ONLY A LOCAL BUSINESS TAX RECEIPT. IT • DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CRIES. NOR DOES IT EXEMPT THE HOLDER PROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAN. THIS IS ROTA CERTIFICAnoN OF ,BEHOLDER'S QUALIFICA- AL BUSINESS? I DADE°-COU - 0 DO IRES' - AMASP[A -OF Artilmu NTg I:oDB IAPI' i t THIS IS NOT A BILL — DO NOT PAY FIRST -CLASS U.S POSTAGE I - PAID MIAMI, FL PERMIT NO. 231 RENEWAL STATE EER13944668147 -3 PAYMENT RECEIVED MIAMI -DADE COUNTY TAX m 119/17/2012 60030000259 000045.00 SEE OTHER SIDE DO NOT FORWARD GENERAL IMPACT GLASS & WINDOWS CORP JORGE L CRUZ QLFR 290 W 78 RD HIALEAH FL 33014 11Ji1311111ilili ilill ,Idtitiitliilihliillitliiil 88 Broward, Palm Beach Wind Speed: 170 mph Exposure Category 'C' eats ASCE 7 -10 Design Wind Loads For WaII Components & Cladding eats acorn B r o w a r d�Pa Palm (Coast) Wind Speed: 170 mph Exposure Category 'D' Wind Pressures [psf] for use with Allowable Stress Design All Triburary Areas Mean Roof Height up to: Zone 4 Interior Zone 5 (Comer) + - + - 15 ft. +37.8 -41.0 52.7 +37.8 -50.6 -65.1 20 ft +40.2 -43.6 +40.2 -53.8 25 ft +42.1 - 45.7 +42.1 -56.4 30 ft +43.7 -47.4 +43.7 -58.6 35 ft +45.2 -49.0 +45.2 -60.5 40 ft +46.5 -50.4 +46.5 -62.2 45 ft +47.6 -51.7 +47.6 -63.8 50 ft +48.7 - 52.8 +48.7 -65.2 55 ft +49.7 -53.9 +49.7 -66.5 60 ft +50.6 -54.9 +50.6 -67.8 70 ft +47.8 -47.8 +47.8 -87.7 80 ft +49.2 -49.2 +49.2 -90.2 90 ft +50.4 -50.4 +50.4 -92.5 100 ft +51.6 -51.6 +51.6 -94.6 120 ft +53.6 -53.6 +53.6 -98.3 140 ft +55.4 -55.4 +55.4 -101.5 160 ft +56.9 -56.9 +56.9 -104.4 180 ft +58.4 -58.4 +58.4 -107.0 200 ft ' +59.7 -59.7 +59.7 -109.4 eats ASCE 7 -10 Design Wind Loads For WaII Components & Cladding eats acorn B r o w a r d�Pa Palm (Coast) Wind Speed: 170 mph Exposure Category 'D' Wind Pressures [psf] for use with Allowable Stress Design u11 • Design conforms to the 2010 Florida Building Code. • Tabulated design wind loads are based on ASCE 7 -10 specifications for components and cladding based on design criteria as noted herein. • Where this document Is used for permit, applicability of design criteria noted hereln (Basic Wind Speed, Exposure Category, Risk Category, etc.) shall be verified by the contractor & building official prior to construction. • This specification may be used in conjunction with engineering under separate certification (by this engineer or by others) using Allowable Stress Design (ASD). • Refer to the above -noted ASCE 7 standard for descriptions and definitions of ail design criteria. 1200 N Federal Hwy, #2b0, Boca Raton, F1.33432 O' zi W Miami -Dade Wind Speed: 175 mph Exposure Category 'C' All Triburary Areas Mean Roof Height up to: Zone 4 Interior Zone 5 Corner + - + - 15 ft +45.9 -49.8 52.7 +45.9 -61.4 -65.1 20 ft +48.2 -52.3 - 46.2 +48.2 -64.6 25 ft +50.1 -54.4 +50.1 -67.1 30 ft +51.7 -56.1 +51.7 -69.3 35 ft +53.2 -57.7 +53.2 -71.2 40 ft +54.4 -59.0 +54.4 -72.8 45 ft +55.5 -60.2 +55.5 -74.3 50 ft +56.6 -61.3 +56.6 -75.7 55 ft +57.5 -62.4 +57.5 -77.0 60 ft +58.4 -63.3 +58.4 -78.2 70 ft +54.9 -54.9 +54.9 -100.6 80 ft +56.2 -56.2 +56.2 -103.0 90 ft +57.3 - 57.3 +57.3 -105.1 100 ft +58.4 -58.4 +58.4 -107.1 120 ft +60.3 -60.3 +60.3 -110.5 140 ft +61.9 -61.9 +61.9 -113.5 160 ft +63.4 -53.4 +63.4 -116.2 180 ft +64.7 -64.7 +64.7 -118.6 200 ft +65.9 -65.9; • +65.9.420.8 -115.9 u11 • Design conforms to the 2010 Florida Building Code. • Tabulated design wind loads are based on ASCE 7 -10 specifications for components and cladding based on design criteria as noted herein. • Where this document Is used for permit, applicability of design criteria noted hereln (Basic Wind Speed, Exposure Category, Risk Category, etc.) shall be verified by the contractor & building official prior to construction. • This specification may be used in conjunction with engineering under separate certification (by this engineer or by others) using Allowable Stress Design (ASD). • Refer to the above -noted ASCE 7 standard for descriptions and definitions of ail design criteria. 1200 N Federal Hwy, #2b0, Boca Raton, F1.33432 O' zi W Miami -Dade Wind Speed: 175 mph Exposure Category 'C' • Wind Speeds noted above are ultimate design wind speeds (3 -second gust). • Cittes and /or counties are listed only as a general guide, based on Risk Category II buildings. Verify applicable wind speed and exposure category with local building department. • Plus ( +) & minus ( -) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Height" cannot be determined, peak roof height shall be used, except that save height shall be used for roof angle less than or equal to 10°. Round up to values shown • Design Is based on structure classification as Enclosed Bldg: REGIONAL WIND LOAD CHART - SOUTH FLORIDA EDITION - ASD Load Combination Coefficient: 0.6 Enclosed Bldg: GCpi = ±0.18 Miami -Dade (Coast) Wind Speed: 175 mph Exposure Category 'D' All Triburary Areas Mean Roof Height u o: Zone 4 Interior Zone 5 Co mer + - - 15 ft +40.11 -43.4 52.7 +40.1 -65.1 20 ft +42.6 - 46.2 +42.6 -57.0 25 ft +44.6 - 48.4 +44.6 -59.7 30 ft +46.3 - 50.3 +46.3 -62.1 35 ft +47.9 - 51.9 +47.9 -64.1 40 ft +49.2 -53.4 +49.2 -65.9 45 ft +50.5 -54.8 +50.5 -67.6 50 ft +51.6 -56.0 +51.6 -69.1 55 ft +52.7 -57.1 +52.7 -70.5 60 ft +53.6 -58.2 +53.6 -71.8 70 ft +50.7 -50.7 +50.7 - 92.9 80 ft +52.1 -52.1 +52.1 -95.6 90 ft +53.5 -53.5 +53.5 -98.0 100 ft +54.7 -54.7 +54.7 -100.2 120 ft +56.8 -56.8 +56,8 -104.1 140 ft +58.7 -58.7 +58.7 -107.6 160 ft +60.3 -60.3 +60.3 -110.6 180 ft +61.9 -61.9 +61.9 -113.4 200 ft , +63.2 -63.2 +63.2 -115.9 • Wind Speeds noted above are ultimate design wind speeds (3 -second gust). • Cittes and /or counties are listed only as a general guide, based on Risk Category II buildings. Verify applicable wind speed and exposure category with local building department. • Plus ( +) & minus ( -) signs signify pressures acting toward and away from the exterior component or cladding surface, respectively. • Where "Mean (average) Roof Height" cannot be determined, peak roof height shall be used, except that save height shall be used for roof angle less than or equal to 10°. Round up to values shown • Design Is based on structure classification as Enclosed Bldg: REGIONAL WIND LOAD CHART - SOUTH FLORIDA EDITION - ASD Load Combination Coefficient: 0.6 Enclosed Bldg: GCpi = ±0.18 Miami -Dade (Coast) Wind Speed: 175 mph Exposure Category 'D' • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes;. no reduction for roof slope S 10° has been considered. • Tributary Area noted In table (effective wind area) Is equal to the minimum of (height x width] or [ht x ht / 3). Round down to values shown. • Zones 4 & 5 ("interior° and "comer" zones, respectively) are as shown to the right, where the dimension "a" is the minimum of 10% of the building's least horizontal dimension or 40% of the mean roof height, but never less than 3'-0" or 4% of the least horizontal dimension. • This specification is valid only for use with structures NOT located In the upper one -half of an isolated hill, ridge or Copyright ©2012 Easy Seals Kzt = 1.0 Kd = 0.85 Florida Keys (Coast) - Wind Speed: 180 mph Exposure Category 'D' All Triburary Areas Mean Roof Height up to: Zone 4 (Interior) Zone 5 (Corned + - + - 15 ft +48.6 - 52.7 +48.6 -65.1 20 ft +51.1 -55.4 +51.1 -68.4 25 ft +53.1 -57.6 +53.1 -71.1 30 ft +54.8 -59.5 +54.8 -73.4 35 ft +56.3 -61.1 +56.3 -75.4 40 ft +57.6 -62.5 +57.6 -77.2 45 ft +58.8 -63.8 +58.8 -78.8 50 ft +59.9 -65.0 +59.9 -80.2 55 ft +60.9 -66.1 +60.9 -81.6 60 ft +61.9 -67.1 +61.9 -82.8 70 ft +58.2 -58.2 +58.2 -106.6 80 ft +59.5 -59.5 +59.5 -109.1 90 ft +60.8 -60.8 +60.8 -111.4 100 ft +61.9 -61.9 +61.9 -113.4 120 ft - 1.63.9 -63.9 +63.9 -117.1 140 ft +65.6 -65.6 +65.6 -120.3 160 ft +67.1 -67.1 +67.1 -123.1 180 ft +68.5 -68.5 +68.5 -125.7 200 ft +69.8 -69.8 . +69.8 -128.0 • Wind pressures are applicable to all building floors. • Tabulated wind pressures are valid for all roof slopes;. no reduction for roof slope S 10° has been considered. • Tributary Area noted In table (effective wind area) Is equal to the minimum of (height x width] or [ht x ht / 3). Round down to values shown. • Zones 4 & 5 ("interior° and "comer" zones, respectively) are as shown to the right, where the dimension "a" is the minimum of 10% of the building's least horizontal dimension or 40% of the mean roof height, but never less than 3'-0" or 4% of the least horizontal dimension. • This specification is valid only for use with structures NOT located In the upper one -half of an isolated hill, ridge or Copyright ©2012 Easy Seals Kzt = 1.0 Kd = 0.85 Florida Keys (Coast) - Wind Speed: 180 mph Exposure Category 'D' °.11:= _- lhif.= - =11' Save Height Mean Roof Ht - Peak Height MALL ELEVATION WAU. ELATION FL P& #6.732 " CA 429531 Document No. A1ORS All Triburary Areas Mean Roof Height up to: Zone 4 (Interior) Zone 5 (Corner) + - + - 15 ft +51.4 -55.8 +51.4 -68.9 20 ft +54.1 -58.6 +54.1 -72.4 25 ft +56.2 -61.0 +56.2 -75.3 30 ft +58.0 -62.9 +58.0 -77.7 35 ft +59.6. -64.6 +59.6 -79.8 40 ft +61.0 -66.2 +61.0 -81.7 45 ft +62.3 -67.5 +62.3 -83.4 50 ft +63.4 -68.8 +63.4 -84.9 55 ft +64.5 -69.9 +64.5 -86.3 60 ft +65.4 -71.0 +65.4 -87.6 70 ft +61.5 -61.5 +61.5 -112.8 80 ft +63.0 -63.0 +63.0 -115.4 90 ft +64.3 -64.3 +64.3 -117.8 100 ft +65.5 -65.5 +65.5 -120.0 120 ft +67.6 -67.6 +67.6 -123.9 140 ft +69.4 -69.4 +69.4 -127.2 160 ft +71.0 -71.0 +71.0 -130.2 180 ft +72.5 -72.5 , +72.5 -132.9 200.1 :; t% 9 sr� yt ri �� wfi 9 1135.4 °.11:= _- lhif.= - =11' Save Height Mean Roof Ht - Peak Height MALL ELEVATION WAU. ELATION FL P& #6.732 " CA 429531 Document No. A1ORS F r 0r2. b71n 5 #5 .11 .7j Q', 14, - ;�, g MIAMI -DADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINLSTRATION 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 and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of' such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "18000 Fligh Impact" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 12 -006, titled "Series 18000 High Impact Horizontal Sliding Window - Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 01/10/12, with revision #1 dated 01 /10 /12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-0806.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aov /pera/ NOA No. 12-0206.08 Expiration Date: October 21, 2014 Approval Date: April 12, 2012 Page 1 General Inmpact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 12-006 titled "Series 18000 High Impact Horizontal Sliding Window - Large Missile Impact Resistant", sheets 1 through 14 of 14, dated 01/10/12 with revision #1 dated 01/10/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 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. 141 L-5954, dated July 10, 2009, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA #09- 0806.03) 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, Jr., P.E. (Submitted under previous NOA #09 -0806 03) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. E -1 Manuel Pe Product Control E ; er NOA No. 12-0206.08 Expiration Date: October 21, 2014 Approval Date: April 12, 2012 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 27, 2012, signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of no financial interest, dated July 27, 2009, signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under previous NOA #09- 0806.03) 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. (Submitted under previous NOA #09- 0806.03) G. OTHER 1. Notice of Acceptance No. 09- 0806.03, issued to General Impact Glass ,& Windows, Corp. for their Series "18000" Aluminum Horizontal Sliding Window — L.M.L, approved on 10/21/09 and expiring on 10/21/14. Manuel Per .E. Product Control E : �� er NOA No. 12 -0206.08 Expiration Date: October 21, 2014 — Approval Date: April 12, 2012 E -2 Fa-Y. °r ad 1103 COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) General Impact Glass & Windows, Corp. 290 West 786 Road .Hialeah, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer Will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "21000 High Impact " Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 12 -004, titled "Series 21000 High Impact Fixed Laminated Glass Windows ", sheets 1 through 9 of 9, dated 01/09/12, with revision #1 dated 01/09/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10 -0104.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. /8 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805, SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miamidade.aov /uera/ NOA No. 12 -0206.07 Expiration Date: February 17, 2015 Approval Date: April 12, 2012 Page 1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 12 -004, titled "Series 21000 High Impact Fixed Laminated Glass Windows ", sheets 1 through 9 of 9, dated 01/09/12, with revision #1 dated 01/09/12, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E. B. TESTS 1. Test reports on; 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1., TAS 202 -94 along with marked —up drawings and installation diagram of a aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6058, dated 10/23/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA #10-0104.03) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC 2007, prepared by Tilteco, Inc., dated 11/12/09, signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under previous NOA #10-0104.03) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CER11141CATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. Man e1 Pe ; • .E. Product Control = ' finer NOA No. 12-0206.07 Expiration Date: February 17, 2015 Approval Date: April 12, 2012 E -1 General Impact Glass & Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, dated January 27, 2012, signed and sealed by Walter A. Tillit, Jr., P.E. 2. Statement letter of no financial interest, dated November 3, 2009, signed and sealed by Walter A. Tillit, Jr., P.E. (Submitted under previous NOA #10- 0104.03) 3. Laboratory compliance letter for Test Report No. FTL -6058, issued by Fenestration Testing Laboratory, Inc., dated October 23, 2009, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under previous NOA #10- 0104.03) G. OTHER 1. Notice of Acceptance No. 10- 0104.03, issued to General Impact Glass & Windows, Corp. for their Series "21000 High Impact Laminated Glass" Aluminum Fixed Window — L.M.I., approved on 02/17/10 and expiring on 02/17/15. E -2 Manuel Pea E. Product Control E :. m'. i er NOA No. 12 ' 1 ..07 Expiration Date: February 17, 2015 Approval Date: April 12, 2012 4 .•L�'1I1 COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 . Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.00v /nera/ 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 and accepted by Miami Dade County PERA- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "RD45" Aluminum Outswing Entrance Door w/ wo Transom and Sidelites 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, prepared by AL- Farooq Corporation, with latest revised "E" dated 03/21/12, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 09- 0630.07 and consists of this page 1, 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. I APPROVED 6.6)-erA NOA No. 12-0410.18 Expiration Date: August 19, 2014 Approval Date: June 14, 2012 Page 1 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE. SUBMITTED A. DRAWINGS 1. . Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 04-0608.03 and 08- 0613.07 2. Drawing No. W04-37, titled "Series RD45 Alum. Entrance Door (L.M.I.) ", sheets 1 through 10 of 10, dated 05/09/04, prepared by AL- .Farooq Corporation, with latest revised "E" dated 03/21/12, signed and sealed by Javad Ahmad, 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, Side- Hinged Door Systems, per FBC 2411.3.2.1, TAS 202 -94 and per AAMA 1304 -02 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s: 1. FTL- 5390, dated 02/18/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-0613.07); 2..FTL -4154, FTL -4155 and FM-4166, dated 03/24/04, 03/30/04 and 03/31/04, all 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 -2010, prepared by AL- Farooq Corporation, dated 03/27/12, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09 /08/2011, expiring on 12/11/2016. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 12-0410.18 Expiration Date: August 19, 2014 Approval Date: June 14, 2012 E -1 R.C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC -2010, dated 03/06/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letters prepared by Fenestration Testing Laboratory, Inc., for Test Reports No.'s: I. FM-5390, dated 02/18/08, signed and sealed by. Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0613.07); II. FTL -4154, FTL-4155 and FTL -4166, dated 03/24/04, 03/30/04 and 03/31/04, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04 -0608.03) 3. Proposals issued by Product Control: L No. 07 -2426, dated 05/08/07, signed by Ishaq Chanda, P. E. (Submitted under previous NOA No. 08- 0613.07) II. Dated 07/18/06, signed by Jaime D. Gaston, P. E. • (Submitted under previous NOA No. 08- 0613.07) III. Dated 12/03/03, signed by Jaime D. Gascon, P. E. (Submitted under previous NOA No. 04- 0608.03) G. OTHERS 1. Notice of Acceptance No. 09-0630.07, issued to R.C. Aluminum Industries, Inc., for their Series "RD45 Outswing Aluminum Entrance Door w/ wo transom & sidelites - .L.M.I. ", approved on 08/05/09 and expiring on 08/19/14. °Jaime D. Gaston, P. Product Control Section Supervisor - NOA No. 12 - 0410.18 Expiration Date: August 19, 2014 Approval Date: June 14, 2012 E -2 18 GARAGE ()- BATHROOM MEm Shores Village APPROVED CNING DEPT LDC3 DEPT NA 13 DA I SUBJECT 10 COMPLIANCE WI Pri ALL FEDERAL STATE ANIi 01,1.iN iit,LES AND REGULATIONS 7 KITCHEN MASTER BATH W.I.C. NA 12 :M67.•:•767..7.:6:•:•!.676:■•7:Y16'.676.76:61V1•76M.... 11 NA FLORIDA ROOM RECIVE 0■ENNSM 74 1-74 NA lc !4! FLOOR PLAN 74 Aq.,agm,.k NORTH LOCATION L, 6 6 SITE OF PROJE,C -.. --REu..----'- \ OCT 1 B 201i 0 '1 :I Fixed window O Horizontal Roller Window O Out Swing Door NA Not Part of the Project. JAIRO BLANDON GARCIA DL 10-01-2012 RED BY: SCALE: N. T. S. ROSA Kinn 101 NE 102nd St, Miami Shores, Fl 33138 NE 11111 NM EN ON ` GENERAL GIASS & WINDOWS GENERAL IMPACT Rs SUMO DRAWING NUMBER 12-165 SHEET 1 OF 3 —Ica LC) E> X 0 374 MO Lo co e O EXTERIOR ELEVATION (X01 Type HR Marla 1 & 4 0 00 MO DD WD wo 364 1 EXTERIOR ELEVATION (X01 Type HR Marla 6, 14, 20 & 21 0 O) 0 742 MO EXTERIOR ELEVATION (X0) Type HR Mark: 2 WD 1192 tg 1' 5 x 0 x MO TYPICAL EXTERIOR ELEVATION (X0X1 Type HR %z,%) Marla 9 r 0 120 Mo TYPICAL EXTERIOR ELEVATION (01 Type FIX Maria 18 LEGEND Masonry Opening FIX Window Dimension HR Door Dimension OSD 0 Fixed window Horizontal Roller Window Out Swing Door k 0 X EXTERIOR ELEVATION (0X) Type HR Maria 2A N 0 wo 'le252,h 426711 MO DD 342 /X C MO EXTERIOR ELEVATION (X) Type OSD Marla 15 0 r) EXTERIOR ELEVATION (X01 Type HR Mark 19 WD MO TYPICAL EXTERIOR ELEVATION (01 Type FIX Mark 3 TYPICAL EXTERIOR ELEVATION (01 Type FIX Maria 16 4' k X 742 MO 0 EXTERIOR ELEVATION (X0) Type HR Marla 5, 7 & 8 0 TYPICAL EXTERIOR ELEVATION (0) Type FIX Maria 17 �p x ELEVATION DETAILS Ca X MO TYPICAL EXTERIOR ELEVATION (XOX1 Type HR (%/a% /z, %4) Marla 22 k NOTE: I" wood buck structure w/ spacing from to be independently anchored to the a min. of 1Y" embedment @ 6" ends ( 12" o.c. elsewere. DRAW JAIRO BLANDON GARCIA DOE 10-01-2012 RENEVIED RD DATE: SCALE: N. T. S. KUM ADM 101 NE 102nd St, Miami Shores, Fl 33138 CORM .vnERNM,ows AQ GENERAL IMPACT ewcro,�eo.�as Raw 306/518103 Fee =mass DRAWING NUMBER 12 -165 MEET 2 OF 3 Height of the House 12' - 0'! LOAD TABLE MKS Description Qty Width (Inches) Height (Inches) Tn. (SciFt) DOORS AND WINDOWS 1 Series "18000" Aluminum Horizontal Sliding Window 1 36 3/4 50 5/8 12.92 2 Series "18000" Aluminum Horizontal Sliding Window 1 74 62 3/4 32.25 2A Series "18000" Aluminum Horizontal Sliding Window 1 74 62 3/4 32.25 3 Series "21000 High Impact Laminated Glass" Aluminum Fixed Windows 1 21 3/8 33 1/2 4.97 4 Series "18000" Aluminum Horizontal Sliding Window 1 36 3/4 50 5/8 12.92 5 Series "18000" Aluminum Horizontal Sliding Window 1 74 38 1/4 19.66 6 Series "18000" Aluminum Horizontal Sliding Window 1 36 3/4 38 1/4 9.76 7 Series "18000" Aluminum Horizontal Sliding Window 1 74 381/4 19.66 8 Series "18000" Aluminum Horizontal Sliding Window 1 74 38 1/4 19.66 9 Series "18000" Aluminum Horizontal Sliding .Window 1 1111 62 3/4 484.13 14 Series "18000" Aluminum Horizontal Sliding Window 1 36 3/4 381/4 9.76 15 Series "RD45" Aluminum Entrance Door w/ wo Transom & Sidelites 1 34112 82 19.65 16 Series "21000 High Impact Laminated Glass" Aluminum Fixed Windows 1 23 3/4 23 3/4 3.92 17 Series "21000 High Impact Laminated Glass" Aluminum Fixed Windows 1 28 3/4 16 3.19 18 Series "21000 High Impact Laminated Glass" Aluminum Fixed Windows 1 119 1/2 28 3/4 23.86 19 Series "18000" Aluminum Horizontal Sliding Window 1 25 1/2 36 1/4 6.42 20 Series "18000" Aluminum Horizontal Sliding Window 1 36 3/4 38 1/4 9.76 21 Series "18000" Aluminum Horizontal Sliding Window 1 36 3/4 381/4 9.76 22 Series "18000" Aluminum Horizontal Sliding Window 1 111 381/4 29.48 FOR WINDOW AND DOOR - ADRIANA DIAZ BERGENS Conf. Desing Press. Approved Press psf( +) Peg-) psf( +) psf(-) Menu!. Rating Glaze Product Approval N.O.A. # 4 XO 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12- 0206.08 4 XO 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 OX 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12- 0206.08 4 40.1 43.4 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type B 12 -0206.07 4 XO 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 5 XO 40.1 53.6 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12- 0206.08 4 XO 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 5 XO 40.1 53.6 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 4 XO 40.1 43.4 90.0 100.0 General Impact Large Missile impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 4 XOX 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 4 XO 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 4 X 40.1 43.4 80.0 80.0 R. C. Aluminum Industries, Inc. Large and Small Missile Impact 5/16" Laminated Glass Type 'A' 12- 0410.18 5 0 40.1 53.6 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type B 12- 0206.07 5 0 40.1 53.6 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type B 12 -0206.07 4 0 40.1 43.4 75.0 75.0 General Impact Large Missile Impact Resistant 5/16" Laminated Glass Type B 12 -0206.07 4 X0 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12-0206.08 4 X0 40.1 43.4 90:0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12 -0206.08 4 X0 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12-0206.08 XOX 40.1 53.6 90.0 100.0 General Impact Large Missile Impact Resistant 7/16" Laminated Glass Type B 12- 0206.08 DRAW JAIRO BLANDON GARCIA 4 -01 -2012 EMBED BY: DAM sPAM N. T. S. 101 NE 102nd St, Miami Shores, Fl 33138 GENERAL IMPACT GLASS & WINDOWS GENERAL .IMPACT Rae 3,36558810 rac es DRAWING NUMBER 12 -165 SHEET 3 OF 3 GENERAL NOTES: 1. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE /BROWARD COUNTIES) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1820 OF THE ABOVE MENTIONED CODES, USING ASCE 7 -05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7 -10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7 -10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0,6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. 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 MI USED IN THEIR ANALYSIS. ANCHOR'S SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2005. THIS WINDOW'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER FENESTRATION TESTING LABORATORY REPORT 11 5954 AND AS PER SUBMITTED ..STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1812 & 1615 OF THE FLORIDA BUILDING CODE. 2007 & 2010 EDITIONS, RESPECTIVELY. 2. 11 =ILIA . Al s .jir • LIf ::. WILL NOT REQUIRE A HURRICANE PRQTECTLQlI DEVIL. 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 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. PRODUCT REVISED as complying with the Fhn Ida Building Code Acceptance No 12- 02u62.441 E q.iration Date a .: , I • 4• L. ANCHOR NOT: EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH. (A) TO EXISTING POURED CONCRETE: (MIN. f'C = 3192 P51), MIN. EDGE DISTANCE (E.D.) = 2 1/2 ". — 1/4"O TAPCON ANCHORS 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT @), 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"o TAPCON ANCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT 25 , THRU 1" P.T. WOOD BUCK. (C) TO EXISTING 2x P.T. W000 BUCK. MIN. EDGE DISTANCE (E.D.) = 1". — 1/4'10-14 TEK SCREW W/ 1 1/2" MIN, EMBEDMENT, AS MANUFACTURED BY ITW BUILDEX, INC. (COMPONENT @). (0) TO EXISTING MIN. ) " THICK ALUMINUM MULLION (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 2(�b ). (E) TO EXISTING MIN, 12 GAGE (0.108 ") STEEL MEMBER (ASTM A -500, A -653 OR A -36), MIN. EDGE DISTANCE (E.D.) = 1/2 ". — 1 /4 "0- 14x3/4 "(MIN.) TEK SCREW, AS MANUFACTURED 8Y ITW BUILDEX, INC. (COMPONENT (). 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (TYP.). 11. REMAINING COMPONENTS FQR THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIALS, ON SHEET 3 OF THIS DRAWING. 12. SERIES 18000 HIGH IMPACT HORIZONTAL SUDING 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 INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. CONTRAO RESPO SNP.A.D., FOR PRO DED SELECTION, , PURCHASE UFE O OF HE/SHE DOESNOTDEVIATE FROM THE CONDITTIONSDETAILLE N THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUTY. (c) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ,0000/000,749,_ .9''I R � N. *Vt 1.0 vv b• g . NO 44167 'y FLORIDA BUILDING CODE (Htgh Veloc ty Hurricane Zane) s V m @ 2012 TII,TEC0 INC. /1i[liNC.\ TlI.UT TESTING & ENGINEERING COMPANY 8355 N.W. 3t9h. S.. St& 309, VIR NIA GARDENS. Fl 57188 Phone , (3D5)571 -1530 . Fart t (3057571 -1531 e —maih N(teea®acLcom E8- 0006719 WALTER A. TI JT Jr., PE FLORIDA Lk. 44187 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT MI AI WI IN 111 .. .. SEP4TERAL, 290, WEST 78 ROAD HIALEAH, FL 33014 PHONE: (30 558-810.3 558 -8103 FAX: {(308 558 -6665 www.genera mpact.com DRAWN 6Y: 1.A./LC./ 01/10/12 PATE 4YAa OCZAIPTiati 0An V. N. w1uOM 0476 12-006 DRAWING No OLO 69-119 m //0 /12 D 2 . 4 SHEET 1 OF 14 2.37' 1.823' 0.070,° 0.276' - -0.062 45'x+ 7.303' 0.470x 0097' 0l'1 0 — 1.167" 1.188' 6� D E HEAD 6063 –T6 ALLOY & TEMPER G H.D. VENT ,MEETING STILE. 6063 –T6 ALLOY & TEMPER 0.082" 0.050' 10 SILL RISER, 6063 –T6 ALLOY & TEMPER —0.907' —0938 — 0.... - 1 n 0.0971- n O II 0.0621" 0.189=- 1a 0.321 0.148° a .126" I 0.062-- 0.190] 0,265° -0.637 9.250° 0.295 — 0.936" - 0.612' -- -0.514 2.378° FRAME SILL 6063 –T6 ALLOY & TEMPER FOR 6063 –T6 ALLOY & TEMPER ® VENT LATCH, 6063 –T6 ALLOY & TEMPER 4° LONG N ®FRAME JAMB, 6063 –T6 ALLOY & TEMPER ()TOP AND, $OTTOIUI RAIL 6063 –T6 ALLOY Sc TEMPER QQ COLONIAL MUNTIN 6063 –T6 ALLOY & TEMPER 0.062' r " x.156' 2,125" 1,157• 0.1282 COMPONENTS SCALE 3/4 ° =1" PRODUCT REVISED as complying with the Florida Bailding Ca& AceeplsuceNo 1 •'$ E.. -lion Date ..• calf r >f/ By -DADE COUNTY d --- 0.719' 1.281” 2,400' ©JAMB STILE 6063 –T6 ALLOY Sc TEMPER ,1111/ i>eioao P +,: a4��ENTISLL � „��, . • f ''o " \ • • ■ ALIBI. INSET J3AR FIXED MEETING STILE 6063 –T6 ALLOY & TEMPER g GLAZING BEAD FOR _7/16" GLASS 6063 –T6 ALLOY & TEMPER 6063 –T6 ALLOY & TEMPER © SILL TRACK INSERT 6063 —T6 ALLOY & TEMPER FLORIDA BUILDING CODE (Mil WOODY Hunicate Zone) •i[ - . I FLO'R`A; '�'�,�,, 02012 TETE= INC. /1iE'ic.\ TILUT TESTING & ENGINEERING COMPANY 8355 N.1t. 380.. SI.. Ste. 309. VIRONIA GARDENS. Fl 33168 Phone : (3053571 -1530 . Fax : (300871-1531 e -man: tiitecoGeol.com E8- 9006719 WADER A. TILUT Jr., P.E. FLORIDA Utz. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: M.C.V. /A.4. GENERAL mom= mass & WINDOWN ?Yte (,! mr.Aoratiofa 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www.9enerQlimpa t.cam 03/10/12 DATE Ase. NO 0!80805887 OLD 418-1111 2 WE aev. 5. ONE 12 -006 DRAWING No SHEET 2 OF 14 BILL OF MATERIALS PRODUCT REVISED as complying with the Fle ida Building Code Acceptanex No E .' .:,;. Date GLAZING DETAIL FOR SCALE 3/4" = 1" e�'+1.1 A r7L�o� " °° No. 44167 By Mien; �,r ' �L ORID .c. 4.(1, %a COUNTY C32012 T LTECO INC. IL E C 0 INC. TIUJT TESTING a ENGINEERING COMPANY 8359 h.w. 38th. St.. Ste. Z15. VIRGINIA GARDENS. fl MISS Flo : (31314871 -1530 . Fax s (39131/171-1531 e—mail: tWteco©aol.com EB-- 0006719 WALTER A. TILLIT Jr.. R.E. FLORIDA Lk. 44187 GLAZI G DETAIL FOR SCALE 3/4" = 1" FLORIDA BUILDING CODE (high Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW MIAWN BY: -_ LARGE MISSILE IMPACT RESISTANT a c v f�c. GENERAL 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.goneralimpact.com 01/10/12 DATE 12-006 DRAWING No SHEET 3 OF 14 IiTEM QUANTITY DESCRIPTION _ MATERIAL 6063 —T6 1 1 FRAME HEAD 2 1 FRAME SILL 6063 —T6 3 - 2 FRAME JAMB 6063 —T6 4 COLONIAL MUNT1N (OPTIONAL) 6063 —T6 5 1/ VENT FIXED MEETING STILE 6063 —T6 5A 1/ BAR ALUMINUM BAR INSERT FOR (5 6063 —T6 6 1/ VENT H.D. VENT MEETING STILE 6063 —T6 gA 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 REQD. 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. iLEL 14 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 15 AS READ, FRAME/VENT ASSEMBLY SCREWS. #8 x 1" P.H. SMS, CRS -- 16 2/ VENT FRAME SILL SCREWS CONNECTING TO QS , #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 REQD. GLAZING BULB VINYL NEOPRENE 22 4/ VENT ROLLER HOUSING & GUIDE CELCQN 23 2/ VENT ROLLER BRASS /ST. ST. . 24 2/ VENT ROLLER PIN ST' STEEL" 25 ANCHORS, 1/4 "e TAPCON F.H. ANCHOR, ITW BUILDEX, INC. STEEL 26 ANCHORS,' 1 /4 "e —14 TEK SCREW ITW BUILDEX, INC. TO WOOD BUCK, ALUMINUM OR STEEL MEMBER. STEEL 27 DOW CORNING 795 STRUCT. SIUCONE 28 SEALANT: DOW CORNING WHITE SIUCONE OR EQUAL AT FRAME ALL AROUND (EXTERIOR & INTERIOR) SILICONE 29A 7/16" NOMINAL (0.444" OVERALL) LAMINATED GLASS WITH (1) 3/16" HEAT STRENGTHENED GLASS + A 0.090" INNER LAYER FILM DUPONT BUTACITE PVB, INTERLAYER BY E.1. DUPONT DE NEMOURS & CO INC., + (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., + (1) 3/16" HEAT STRENGTHENED GLASS, LAMINATED GLASS 30 (1) EACH RUBBER & HOLE RETICULATED FOAM GASKET, MODEL 1OPPI, BY 1FRANK3" LONG FILTER FOAM PRODUCT REVISED as complying with the Fle ida Building Code Acceptanex No E .' .:,;. Date GLAZING DETAIL FOR SCALE 3/4" = 1" e�'+1.1 A r7L�o� " °° No. 44167 By Mien; �,r ' �L ORID .c. 4.(1, %a COUNTY C32012 T LTECO INC. IL E C 0 INC. TIUJT TESTING a ENGINEERING COMPANY 8359 h.w. 38th. St.. Ste. Z15. VIRGINIA GARDENS. fl MISS Flo : (31314871 -1530 . Fax s (39131/171-1531 e—mail: tWteco©aol.com EB-- 0006719 WALTER A. TILLIT Jr.. R.E. FLORIDA Lk. 44187 GLAZI G DETAIL FOR SCALE 3/4" = 1" FLORIDA BUILDING CODE (high Velocity Hurricane Zone) SERIES 18000 HIGH IMPACT HORIZONTAL SUDING WINDOW MIAWN BY: -_ LARGE MISSILE IMPACT RESISTANT a c v f�c. GENERAL 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.goneralimpact.com 01/10/12 DATE 12-006 DRAWING No SHEET 3 OF 14 5" MAX. wt a (SEE SCHEDULE Q1 ON SHEET 12) ® 7 D/9 C/8 A/61 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) w2 (SEE SCHEDULE #1 ON SHEET 12) B/7 41 w1 * (SEE SCHEDULE #1 ON SHEET 12) A/6 41 1 5" MAX. TYPICAL EXTERIOR, ELEVATION FOR XOX WINDOW SCALE 1"=1'-0 \_SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 (3) 1 3/4 °x1 j4" HIGH WEEP HOLE AT 3 1 j4e FROM ENDS AND ONE AT MIDSPAN PRODUCT REVISED as complying with the Florida Building Coda Acceptance No Expiration Date 5° A D/9 r AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) C/8 * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "c" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. "S "= Max. ANCHOR SPACING (See schedule #2 on sheet 12) ,g4 °' °,a �e A �TILI "' °o @O' ,GENS.. �Q FLORIDA BUILDING CODE {High Velcdty Hurricane Zone) m ��B°�oorsiBPPi9pt ©2012 11LTECO INC. - -- TILUT TESTING & ENGINEERING COMPANY 6.155 N.S. Stith. Sts Ste. 3+15. VIRGINIA GAMEN8. Fl 331e6 Phone : (305)871 -1930. Fox a 4115)871 -1831 e —mail: t)Iteca@caLcom EB- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA tic. 44167 SERIES.180001 BGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA./LG./ M.C.V. /A.G. arcrear.sawodZaa j 280 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 wtwa.generafmpact.cam 01/10/12 DATE ate. 110 1t11209m+Rau 019 09-119 two 01/1x/12 Rat ta° a a 12 -006 DRAWING Na SHEET 4 OF 14 I I a° MAX. D.L.O. (WIDTH) ►� I II "c° MAX. D.L.O. (WIDTH) 1 11 "a" MAX. D.L.O. (WIDTH) (SEE SCHEDULE #1 ON SHEET 12) C6-a% OR 29 (SEE SCHEDULE ON SHEET 12) SEE SCHEDULE (SEE ON #1 ON SHEET 29A OR 29 SCHEDULE SHEET 12) 12) (SEE SCHEDULE 29A (SEE ON SHEET #1 ON SHEET OR SCHEDULE 12) 12) ,v r' I I� �' r TA 14 II IM II A ll x INDICATES 111 FULL HEIGi REINFORCEMENT Q icl O ig 4=4= 0 INDICATES REINFORCEMENT FULL HEIG C I $ TYPICAL EXTERIOR, ELEVATION FOR XOX WINDOW SCALE 1"=1'-0 \_SEE DETAILS 1 & 2 (TYP. HEAD /SILL) AND SCHEDULE #2, ON SHEET 12 (3) 1 3/4 °x1 j4" HIGH WEEP HOLE AT 3 1 j4e FROM ENDS AND ONE AT MIDSPAN PRODUCT REVISED as complying with the Florida Building Coda Acceptance No Expiration Date 5° A D/9 r AS APPLICABLE SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) C/8 * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "c" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. "S "= Max. ANCHOR SPACING (See schedule #2 on sheet 12) ,g4 °' °,a �e A �TILI "' °o @O' ,GENS.. �Q FLORIDA BUILDING CODE {High Velcdty Hurricane Zone) m ��B°�oorsiBPPi9pt ©2012 11LTECO INC. - -- TILUT TESTING & ENGINEERING COMPANY 6.155 N.S. Stith. Sts Ste. 3+15. VIRGINIA GAMEN8. Fl 331e6 Phone : (305)871 -1930. Fox a 4115)871 -1831 e —mail: t)Iteca@caLcom EB- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA tic. 44167 SERIES.180001 BGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: LA./LG./ M.C.V. /A.G. arcrear.sawodZaa j 280 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 wtwa.generafmpact.cam 01/10/12 DATE ate. 110 1t11209m+Rau 019 09-119 two 01/1x/12 Rat ta° a a 12 -006 DRAWING Na SHEET 4 OF 14 Ot6 r MAX. w1 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) A/61 (SEE SCHEDULE #1 ON SHEET 12) w2 B/71 (SEE SCHEDULE $1 ON SHEET 12) E /10 Q 12 ONLY OPERAI PANEL (TYP,, if °a° MAX. D.LO. (WIDTH) ii °e° MAX. D.L.O. (WIDTH) S ie 1.otn (SEE SCHEDULE (SEE ON #1 ON { 29A) OR SCHEDULE SHEET 12) II 1, II INDICATES REINFORCEMENT SHEET 12) I � II FULL HEIGHT (TYP.) PI i (SEE SCHEDULE #1 ON ('../9A) OR (SEE SCHEDULE ON SHEET 12) s II SHEET 12) = a e II Iti ts _— . II V II r 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 •5° 1 1 I \SEE DETAILS 1 & 2 A/6 4 AND • HEAD/SILL) 2, ON SHEET 12 B/74 (2) 1 3/4 °x1/4" HIGH WEEP HOLE AT �ggB�paaor�B 3 1 /4' FROM ENDS AND ONE AT MIDSPAN 98 A• Ti PRODUCT REVISED as complying with the FIoaida Building Code Acceptance No Expiration Date • 1 STATE OF •� �� /1►1 `i ,® ,� �`CENS�•• r SURFACE APPLIED. COLONIAL MUNTINS (OPTIONAL) * NOTE: w1 AND w2 MAY BE DIFFERENT FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON SCHEDULE #1 (SHEET 12). ADDITIONALLY, DAYLIGHT OPENINGS "c" AND "c ", CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON SCHEDULE #1 (SHEET 12) ARE NOT EXCEEDED. AS APPUCABLE / FLORIDA BUILDING CODE (High Velocity Hunleane Zone) 2012 TILTEC0 INC. IILIE C erac. TILLIT TESTING ENGINEERING COMPANY 8355 .I6, Fax 005/1371-1631 33186 none omen e—mafl: tfltcolcom E8- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Uc. 44167 'SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN 6Y: I.A./LG./ M.C.V./A.C. iENER�iI IMPACT 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX (305) 558 -6665 www.genaraUmpaeteom 01/10/12 DATE asr. No o an oe-,ia 515E 51/+x1 W.R. No a 12-006 DRAWING No SHEET 5 OF 14 EXISTING (SEE NOTE 9/1) STRUCTURE- / LE SEE SCHEDULE #2 ON SHEET 12 E.D. (SEE NOTE 9/1) 0 M . _lit Ili EMBEDMENT • (SEE NOTE mid,_ I i:, _1 ' i1!jd�l s .4-!i !i II jl /// 2 °x P.T. WOOD BUCK SEE NOTE 8/1 2 c.1 4 tog 3/8' WEEP NOTCH AT ENDS 2 "x P.T. WOOD BUCK SEE NOTE 8/1 EXISTING STRUCTURE "(SEE ED. TE 9 /9/1)'--(SEE NOTE NO 9/1) SECTION A —A (TO WOOD) SCALE: 1 /2"...1" /// it7N N O g SEE SCHEDULE /2 ON SHEET 12 *SEE SCHEDULE 11 ON SHEET 12 POURED CONCRETE OR CONCRETE BLOCK REVD 1 "x P.T. - WOOD BUCK SEE NOTE 8/1 SEE SCHEDULE 12 ON SHEET 12 l� MIN. 1"x P.T. WOOD BUCK SEE NOTE 8/1 POURED CONCRETE OR CONCRETE BLOCK REO'D. U g SEE SCHEDULE 12 ED. ON SHEET 12 ON NOTE 9/1) (SEE NOTE 9/1) SECTION A—A (TQ POURED CONCRETE OR, CO CR • PRODUCT as comp lyrr8 with the Fied& Building Code > " ®� Acceptance No /2 / - • E • :,1., Date J . —ti..� 1° w mo 8z Zbi 2 z Z z La 3:m mo 2 ztitfl E.D. (SEE NOTE 9/1) SEE SCHEDULE 12 ON SHEET 12 E.D. (SEE NOTE 9/1) ti 4 II it IBA SECTION A—A, ag MINUM ALU MULLION) SCALEI 1/22=1" E.D. (SEE NOTE 9/1) 2 N N d. MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 E.D. (SEE NOTE 9/1) = ---{ TEISEE SCHEDULE 12 71 1 ON SHEET 12 SECTION A —A (TO STEEL. - -MEMBER) SCALE 1/2° =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. FLORIDA BUILDING CODE (1-Ugh Velocity Hurricane Zone) ® 2812 TILTECO INC. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT TILUT TESTING & ENGINEERING COMPANY 6398 N.W. 3661. 51.. Sta. 705. VUIG0IA CAROINS. Fl 33156. Phone : (33)571 -1990 . Fax s (3051671-1531 e -moll: thltecoacaI.ccm E6- 0006719 WALTER A. TILUT Jr., P.E. FLORIDA Lk. 44167 GENERAL e C%:ar io&tion 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FM: (305) 558 -6665 www.gerteralImpact.com DRAWN BY: LA,/L0./ M.C.V. /A.G. 01/10/12 DATE M. KO 033. 90 OESCOFOOK ONE 12-006 DRAWING No OW 00 -110 01/10/12 3 SHEET 6 OF 14 SEE SCHEDULE #2 ON SHEET 12 E.D. E.D. EXISTING (SEE NOTE 9/1) (SEE NOTE 9/1) STRUCTURE 8 z h w 2 "x P.T. WOOD BUCK SEE NOTE 8/1 WEEP NOTCH AT ENDS 2 ° z N MIN. 2 3x P.T. W000 BUCK SEE NOTE 8/1 EXISTING STRUCTURE POURED CONCRETE OR CONCRETE BLOCK REQM 13x P.T. — WOOD BUCK SEE NOTE 8/1 SEE SCHEDULE #2 ON SHEET 12 MIN.EMBEDMENT (SEE NOTE 9/1) 3/8° WEEP NOTCH AT ENDS 0 X row 0 0 2 MIN. ex P.T. WOOD BUCk SEE NOTE 8/1 POURED CONCRETE OR CONCRETE BLOCK REQ'D. MIN. EMBEDMENT (SEE NOTE 9/1) ® ONE ON SHEET 1 SHEET SCHEDULE 2 2 ( SEE / NOTE 9/1) (SEE NOTE 9 1) SECTION B—B (TO POURED CONCRi,, CONCRETE BLOCK) SCALE: 1/2"=1" ��' L t/ SEE SCHEDULE #2 ON SHEET 12 /7/77/ `7//////// /// E.D. E.D. (SEE NOTE 9/1) (SEE NOTE 9/1) SEC ION B —B. (TO WOOD) SCALE 1/2 ° -1° 'SEE SCHEDULE #1 ON SHEET 12 0 ' • .• GE . • � PRODUCT REViiitigP as Ys with d� Building Code As eptanc No 1 • Date No. 44167 E.D. (SEE NOTE 9/1) MIN.EMBEDMENT (SEE NOTE 9/1) r SEE SCHEDULE #2 ON SHEET 12 E.O. (SEE NOTE 9/1) srk SECTION.. B —B (TO ALUMINUM MULLION) SCALE: 1/2 °A1° MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) 1 /8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 N N E.D. (SEE NOTE 9/1) c Z( SEE SCHEDULE #2 I STEEL MEMBER BY OTHERS SHALL ON SHEET 12 I ,/- CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (0,106 ") MINIMUM WALL THICKNESS. SECTION B —B (TO STEEL _MEMBER). SCALE: _1/2 ° =1' 02012 -T1UECO -INC. /1Tri-.\ TILLIT TESTING Gs ENGINEERING COMPANY 6356 N.W. 36th. EL Ste. 305. VIAGRA S. Ft 31166 Phane 1 (305)871 -1630 . Far s 05)871 -1531 e-ma7: d tecc*aoLeom EB- 0006719 WALTER A. TILLIT Jr„ P.E FLORIDA Lie.. 44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 18000 HGH IMPACT HORIZONTAL SLIDING WINDOW o1AwN 1 LARGE MISSILE IMPACT RESISTANT Mac v�A c. 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 � FAX (305) 558 -6665 GENII la www.generampact com Ne &sue 01/10/12 DATE RCM= EY. No 12-006 DRAWING No 91/18,12 3 SHEET 7 OF 14 SEE SCHEDULE #2 ON SHEET 12. 0.25" MAX. SHIM 0.25" MAX. SHIM 1" x P.T. WOOD BUCK (SEE NOTE 8/1) E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. rte �. Ill ti��1 E.D. (SEE NOTE 9/1) ED. (SEE NOTE 9/1) 4r MIN« • -' EMBEDMENT SEE OTE 9/1 2 °x P.T. WOOD BUCK (SEE NOTE 6/1) E.O. E.O. E.D. (SEE NOTE 9 /1) STEEL MEMBER BY OTHERS SHALL CONFORM TO AS.T.M. A -500 A -653 OR A -38 W/ 12 GAGE (01 MINIMUM WALL (SEE NOTE 9/1) MAX. D,L.O. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) MIN. EMBEDMENT (SEE NOTE 9/1) E.D. n (SEE NOTE 9/1) I t SEE SCHEDULE ON SHEET 12. 0.25" MAX. SHIM MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) 071:ERiQ 0.25" MAX. SHIM (I�.xi►RIIII�� • trinzir W. di c,4-,N-0 �I YTS POURED CONCRETE OR CONCRETE BLOCK WALL REQ1D. MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) 07-1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 8063 -T5 • .11 © 41 E.Q. E.O. "3► "a" MAX. G.L.O. ' 4 (SEE SCHEDULE #1 ON SHEET 12) II Ea (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) SEE SCHEDULE 12 ON SHEET 12. MIN. EMBEDMENT (SEE NOTE 9/1) `SEE SCHEDULE #1 ON SHEET 12 �7CTER� SECTIONS C-C �XOX) SCALE 1/2° �/g�II riei0000�� ��� �� A. Tl(E /T ' PRODUCT REVISED as complying with the Bu ldiitg Code Acceptance No P&L/ . • Date .eRviit(i) 4 • • tit,, No•-441 -67 • /SIP11); 6fl- i c .46 FCt;pP:'�titet FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ®2012 TR.TECO INC. - -- - /1iflNC!\ TIl1IT TESTING & ENGINEERING COMPANY 5395 5.1. 38th♦. �,.S�t.. Ste 305. VIRGINIA t1ARWENS. Fl 33188 now : (305 )S71 -1530 . Fax : (305)871-1531 e-mail: 6'Iteco ®aoi.cam E8- 0006719 WALTER A. TIWT Jr., P.E. FLORIDA Uc. 44167 SERIES 18000 MGH IMPACT HORIZONTAL SUDING WINDOW LARGE MISSILE IMPACT RESISTANT ors �� ttr• El"eE WINDOWS 290 WEST 78 .ROAD HIALEAH. FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6685 www.generailmpocLcam DRAWN BY: I.A./LG./ M.C.Y. /A.G. 01/10/12 DATE 56a xa ONSCRAIIINI 010 33415 0018 01 /11/12 UV. Se S 12 -006 DRAWING Na 4 SHEEt 8 OF 14 sseoosi00A��x s SEE SCHEDULE #2 ON MEET 16. 0.25" MAX. IM E. I. (SEE NOTE 9/1) 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A —WO A -65S OR A-36 W/ 12 GAGE (0.1061 MINIMUM WALL THICKNESS. E.D. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) jI 4 will • 1111111WrAll Amet vim,. 0 "a" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) E.O. 6 ■ \� rat* "c" MAX. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) 0.25" . S 1" x P.T. WOOD BUCK (SEE NOTE 8/1) SEE SCHEDULE #2 ON SHEET 12. NZ) E.Q. E.Q. 3'1 "a" MAX. D.L.O. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 4) rt: M1P1e , :• I *MOMENT (SEE NOTE' 9/1) a .•B. e • • MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) 0,25" MAX. SHIM EMBEDMENT (SEE NOTE 9/1) E ® SEE SCHEDULE j2 ON SHEET 12. e `'mil ►� ��i rT. "c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) Yr� CE-X7TERIOR �`) t vat an lardy, 11111111■1■La.:1 T-117111111 mss._,;_a�.� Mieni Q E.Q. E Q.. 3u its p tt v1 (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. MIAMI DADE COUNTY APPROVED MUWON 0.25" 1 (UNDER SEPARATE APPROVAL) • AX. 51-1 041 It 1E) o- r .mac- �' =E j 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6083 —T5 E.D. (SEE NOTE 9 /1) w1* (SEE NOTE ON SHEET 4) "c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 4) "0" MAX. D.LO. SEE SCHEDULE #1 ON SHEET 12) w1'* (SEE NOTE ON SHEET 4) SEE SCHEDULE ,#2 ON SHEET 12. SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) *SEE SCHEDULE #1 ON SHEET 12 EXTERIO SECTIONS D —D (XOX) SCALE 1/2" "®00 OO/Biseje, TL ee 014,‘"` PRODUCT REVISED as complying with. the Fi nItla Building Code I2dUZA'o. 08 E,.. / /r ►l4 i By Mi ade Product on -DADE COUNTY FLORIDA BUILDING CODE (High Velo;ity Hurricane Zone) t7 0 i r ✓* i L -r EF , " FLOR /Of %% GNA • es 0 2012 TILTECO /1itiEc.\ TILUT TESTING ac ENGINEERING COMPANY $ Rkho�ne )811 --1920. ( — 15.31188 e—mail: iiltecaGaalcam EB- 0006719 WALTER A. TILUT Jr.. P.E FLORIDA Lic. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY: I.A./L0./ M.C.V. /A.G. win 290 WEST 78 ROAD HIALEAH. FL. 33014 PHONE: (305) 558 -8103 3 E N E 1 www.generallmpacFAX: (305) 558-6665 icom 01/10/12 DATE 00 021mr: 0su @0 00-110 01,1a/12 EV. 9e 3 t 12-006 DRAWING No SHEET 9 OF 14 ��aoB /00/�S • SEE SCHEDULE #2 ON SHEET 16. 0.25° MAX. SHIM 0.25° MAX. HIM 1 ° x P.T. WOOD BUCK (SEE NOTE 8/1) E.O. (SEE NOTE 9 /1) E.D. (SEE NOTE 9/1) 4LEll rWrirVJI i h�t E.D. (SEE NOTE 9/1) .. SEE SCHEDULE #2 ON SHEET 12. MIN. MBEDM NOTE 9 -Tr Pt I. MIN-. • EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) 2 "x P.T. WOOD BUCK (SEE NOTE 8 /1) STEEL MEMBER BY OTHERS SHALL CONFORM TO A.S.T.M. A -500 A -653 OR A -36 W/ 12 GAGE (Q,106') MINIMUM WALL THICKNESS. E . (SEE NOTE 9/1) MIN. EMBEDMENT (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) 1® 11 SEE SCHEDULE ON SHEET 12. 2 0.25" SHIM tt i) kli) 11:1 v�1 0t liV itumisimme wl� "G" MAX. P.L.O. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 5) E.O. E. 4 0.5" MAk. 2 SHIM 0 POURED CONCRETE OR CONCRETE BLOCK WALL REO'D. MIAMI DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) t /8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 —T5 E.D. (SEE NOTE 9/1) E. I. (SEE NOTE 9/1) ON "c" MAX. O.L.O. (SEE SCHEDULE #1 ON SHEET 12) w2'0 (SEE NOTE ON SHEET 5) MIN. EMBEDMENT (SEE NOTE 9/1) *SEE SCHEDULE 11 ON SHEET 12 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) EXTERIOR=) SECTIONS E °E (XO� '���' • vENSkC'••."� PRODUCT REVISED as complying with the Florida Building Code Acceptance No nation Date By • • SEE SCHEDULE #2 ON SHEET 12. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) • l z A9AN -DADS COUNTY _ A � 0 N2012 TILTED? INC. /1itEZc. TIWT TESTING de ENGINEERING C®t4FANY 8755 N.W. AM. S.. Stu 305. VIRGINIA GARDENS. Fl 33168 Phan* 1 {308)871 -1530 . Fax t (305)871 -1531 e—mail: Ultecc®aal.com E8- 0006719 WALTER A. TILLTi Jr.. P.E. FLORIDA Uc. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SUOINGIMNDOW LARGE MISSILE IMPACT RESISTANT DRAWN 67: GA /L0./ t4.C,v. /A.c. �c� s sEV 00 DEmmt 041E 010 00..118 01 /10/1 290 WEST 78 ROAD HIALE H, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.generalImpactcom 01/10/12 DATE 12-006 DRAWING No SHEET 10 OF 14 '00191 ®JJ SEE SCHEDULE #2 ON SHEET 16. 0.25" MAX. SHIM 0.25" MAX. IM 1 °x P.T. WOOD BUCK (SEE NOTE 8 /1) E.S. (SEE NOTE 9/1) E.D. (SEE NOTE 9/1) SEE SCHEDULE #2 ON SHEET 12. E.D. (SEE NOTE 9/1) 2 "x P.T. WOOD BUCK (SEE NOTE 8/1) MIN. t4BEDM SEE NOTE 9 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) E.D. (SEE NOTE 9/1) MIN. EMBEDMENT - (SEE NOTE 9/1) wl* (SEE NOTE ON SHEET 5) w2* (SEE NOTE ON SHEET 5) 0.25" MAX. SHIM Q 44720 - MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) g SEE SCHEDULE ON SHEET 12. 2 MIN r.L.xrfloRt1 cot 0.25" g4AX. SHIM 0 -� �I ►k 11 1 7. v 11 gliggium POURED CONCRETE OR CONCRETE BLOCK WALL REQ'D. MIAMI DADE COUNTY APPROVED MULUON (UNDER SEPARATE APPROVAL.) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 E.D. (SEE NOTE 9/1) E,•. (SEE NOTE 9/1) r�r "o" MAX. (SEE SCHEDULE #1 ON SHEET 12) w1* (SEE NOTE ON SHEET 5) OR CEP "c" MAX. D.LO. (SEE SCHEDULE #1 ON SHEET 12) w2* (SEE NOTE ON SHEET 5) MIN. EMBEDMENT SEE NOTE 9/1) *SEE SCHEDULE #1 ON SHEET 12 MAX. FRAME WIDTH (SEE SCHEDULE #1 ON SHEET 12) EXTERIOR SECTIONS F-F (X0) SCALE 1/2" = 1° ''I1100/AWAW ooap 141 °1FF1 itt 1' . " uf,p PRODUCT REVISED as complying with the Florida Euitdiag Code Acceptanee N4 E.. ,. •n Dale SEE SCHEDULE #2 ON SHEET 12. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) litOF °" "4d 11i1 !\ ® 2012 11LTECO INC. IL /iiZic.\ TILUT TESTING & ENGINEERING COMPANY 8355 N.W. 3Oth. 51.. Sta. 305. VIRGICA ME M. Fl 33188 Pdana : (3052571 -1530 . Fax t (3052871 -1&31 e -mail: tpteco®aol.com EB- 0006719 WALTER A. TILUT 1r« P.E. FLORIDA Lic. 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SUDINGWINDOW LARGE MISSILE IMPACT RESISTANT Ee erase WINDOWS 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 www.gerteralImpact.com DRAWN BY: LA./LG./ M.C.V. /A.G. 01/10/12 DATE Strl 05151p00e OLD 00 -111 eat 56R Po 0316 12-006 DRAWING Ne 01/10/12 3 3 SHEET 11 CIF 14 HORIZONTAL SLIDING WINDOW ® SCHEDULE MAX A.S.D. DESIGN CASE # PRESSURE RATING MAXIMUM WATER PRESSURE MAXIMUM FRAME WIDTH MAXIMUM FRAME HEIGHT • (XOX) WINDOW MAX. OPERABLE (X) WINDOW WIDTH 1i MAX. FIXED (0) WINDOW WIDTH w2 MAX. OPERABLE (X) D.L.O. WIDTH aaa +100, -130 psf. +15 psf. 111 1/8" 631 /4" 371/16" 37" 33 1/2" MAX. FIXED (0) D.L.O. WIDTH "Ca 331 /2" MAX. OPERABLE () OR FIXED (0) D.L.O. HEIGHT Ub" 561 /4" REQ'D GLASS TYPE 29B Q 1+100, -130 psf. +15 psf. 111 1/8" 631 /4" 281 /16" 55" 24 3/4" 51" 561 /4" 298 fII (+90, -100 psf. +13.5 psi. 111 118" 74 1/4" 371/16" 37" 331/2" 331/2" 671/4" 29A IV (+90, -100 psf. V +13.5 psf. 111 118" 741 /4" 281/16" 55" 24 3/4" 51" 671/4" 29A +100,-150 psf +15 psf. 961/4" 631/4" 321 /8" 32" 28 3/8" 28 318" 561/4" 298 (XO) OR (0X) WINDOW MAX. A.SD. DESIGN MAXIMUM MAXIMUM MAXIMUM MAX OPERABLE (X) MAX, FIXED (0) CASE # PRESSURE WATER PRESSURE FRAME WIDTH FRAME HEIGHT WINDOW WIDTH WINDOW WIDTH RATING w'L ..:w2 11 +100, -150 psf. +100, -130 psf. +15 psf. 741/4" 561 /4" 371/80 • 37118" +15 psf. 741 /4" 631/4" 371/8° 3718" MAX. OPERABLE (X) D.L.O. WIDTH 33 9/16" 33 9116° MAX. FIXED (0) D.L.O. WIDTH "ca c 33 9/16" MAX. OPERABLE (X) OR FIXED (0) REQ'D D.L.O. HEIGHT GLASS "b" TYPE 491f4" 33 9/16 1/2" o.c. 561 /4" 29B 298 m +90, -100 psf. +13.5 psf. 741/4" 741/4" 371 /8" 37 1/8" 33 9/16° 33 9/16" 671/4" 29A +100;-150 psf. +15 psf. 601/4" 60114" MAXIMUM ANCHOR SPACING IS 301/8" 30118° SCHEDULE #2 26 9/16" SUBSTRATE ANCHOR TYPE NEGATIVE A.S.D. DESIGN PRESSURE RATING (PSF) HEAD /SILL JAMB HEAD /SILL REQUIRED ADDITIONAL ANCHORS CONCENTRATION AT MEETING STILE CONCRETE OR BLOCK (SEE Kw 94 & 98/1) t/4'0 BUILDER TAPCON 80 or Tess 9° O.C. 9" O.C. SEE DETAIL 2 (6 ANCHORS) > 80 up to 100 7 1/4" 0.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" O.C. SEE DETAIL 2 (6 ANCHORS) METAL - MS 90/1) 1/411-14 Int BUILDER 80 or Tess 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) TEK 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" O.C. SEE DETAIL 2 (6 ANCHORS) WOOD or PK3fE) 1/4 °0 -14 RW BUILDEX TEK 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" 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) PRODUCT REVISED as complying with the Merida Building Code �n Acceptance No 04t/1 E. . Date MIAMI -DADE COUNTY 26 9/16" 531/4° 298 MEETING STILE 1 DETAIL 1 AT HEAD & SILL 4 ANCHORS eQOgPBa9 ®eoi� ® ® ®B Zsp, A TILi7 X 7.47 • - ; A OF OR AS APPUCABLE DETAIL.. 2 AT HEAD & SILL 6 ANCHORS FLORIDA BUILDING CODE (High Velodty Hunicene Zone) @ 2012 TILTECO INC. I/ltIiE�c.\ C 0 41WT TESTING & ENGINEERING COQIPANY 6359 N.11 36th, St.. Ste. 30.9, Y1RGANNA GARDENS, R 33186 Phone : (3G5)67t -1630 . Fax; (300671 -tS31 e —mail: tiiteco+ool.ccm EB- 0008719 FLEA U 44167 SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT DRAWN BY; M.c.v. /A.G. 290 WEST 78 ROAD HIALEAH, FL 33014 PHONE: (305) 558 -8103 Gr Ei stp iq w.R L ., www.generolimpact.eom FAX: (305) 558 -6665 01/10/12 DATE AM NO tIRSCAtentati GIS .33-112 bme 1 /NI/12 Afl! N° 3 12-006 DRAWING No SHEET 12 OF 14 NOTCH (TYP.) (2) #8 x 1 " P.N. SMS SEALED W/ (2) #8 x 1" P.H SMS SEALED W/ (2) #8 x 1 " P.H SMS SEALED W/ CONT. ALL AROUND�,.� NOTCH. (TIP.) NOTCH (TYP.) CONT. ALL AROUND bN TCH (TYP.) CONT. ALL AROUND CONT. ALL AROUND CONT. ALL AROUND NOTCH (TYP.) ( ) #8 x 3 1 /2" P.H. SMS SEALED W/ 27 (3) #8 x 1" P.H. SMS SEALED W/ 27 CORNER CONNECTION rh .,T HEAD /SILL & FIXED SAS SCALE: 1/2"= 1" FLORIDA BUII.DINO CODE (High Velocity Hurricane Zone) PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date BY Miami Dade ProtitaceCentrel MIAMI -DADE COUNTY 02041 rc.TECO INC. ftls� /1iJEcoctic. TULLIT TESTUNGI ENGINEERING COMPANY 8388 N.W. 381h. St. So. 309. MINA aAROM'NS, FI 33188 Phone : (309)971 -1930. Fey t (305)871-1531 e —map titeco@iooLcom EB- 0008719 WALTER A. TIWr Jr.. P.E. FLORIDA Lk. 44167 1.. i $ 1 LARGE [MISSILE IMPACT RESISTANT It• ouroe -rre 290 WEST 78 ROAD HIALEA'H. FL 33014 PHONE (305) 558 -8103 FAX: (305) 558 -6665 www:generahmpaetcom EZI m •a5CI,ermta MIN M1111111111111111111•1111M111111 DRAWN 9Y: 1.A./LG./A.G. 01/10/12 DATE 12 -006 DRAWING No SHEET 13 OF 14 (2) #8 x 1" P.HSMS SEALED W/ (2) #8 x 1" P.H. SMS:. SEALED W/ 27 NOTCH (TYP.) CONT. ALL AROUND CONT. ALL AROUND PRODUCT REVISED as complying with the Florida Building Code Acceptance No Expiration Date BY Miami Dade Pmduetroniyol MIAMI -DADE COUNTY (2) #8 x 1" P.H. SMS SEALED W/ 27 CORNER CONNECTION AT VENT ®1/ >rsss >..os� SCALE: 1 /2 "= 1 " Ittlte,Qr P,, TILL/ j• J'�� o k ..... ...,,, .. .•e)t 4Sc "•. z 0 (2) #8 x 1" P.H. SMS SEALED W/ 27 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1�20t2 TR.TECO INC. /iitEco1C.\ TIWT MONO !t ENOINEEIBN1t COMPANY 8353 N.W. 333,. S9t.t., Sta. 308, AMNIA OARDM Fl 33188 Phone : (305)871 -1530 . Fax . (30)871 -1531 e—mail: tiltecol0ool com E8- 0006719 WALTER A. T JJT Jr.. P.E. FLORIDA Lic. 44167 SERIES 48000HIGH:IMPACT HORIZONTALSUDINGIMNDOU1f LARGE MISSILE IMPACT RESISTANT DRAWN DV: 1.A. /LC. /A.G. 220 WEST 78 ROAD HIAI.EAH, FL 33014 PHONE: (309) 558 -8103 FAX: (305) 558 -8665 wwwtw.genemlimpaet.com 01/10/12 DATE ON. 33 o1SOtlPINO Kt Oa DEOCMPOON era 12-006 DRAWING No 0IR 03-itt 3 a • SHEET 14 OF 14 1. SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE THESE WINDOWS MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI- DADE/BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODES, USING ASCE 7 -05 STANDARD FOR INSTALLATIONS UNDER 2007 FBC & ASCE 7 -10 FOR INSTALLATIONS UNDER 2010 FBC AND 5I-IAI1 NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7 -10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THAT ANCHORS ON THIS PAD., AS tLbLLD, WERE NOT OVERSTRESSED, A 33% INCASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ja USED IN THEIR ANALYSIS. FASTENERS SPACING IN WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH NOS 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 FENESTRATION TESTING LAB REPORT if 6058 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS 1812 & 1815 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY. �. ,;x' r1 .. �a .' :.TIL `r_ _ . ?: _r, 1 J 'i. 1: c ±._ -1,I731. 211EIKERADDMILIEMENIllf. iS AS 4411 .S S[�EET . .3. 4. iligEANIZZWIEREECULFAB-ABILWARBIEMICE, 5. THESE WINDOWS COMPLY WITH SECTIONS 2406.1, 2411.4.1 AND 2411.4.2 OF THE FLORIDA BUILING CODE. 6. ALL 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 TO METAL) TO BE STAINLESS STEEL. 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3,3.4 OF THE FLOR IQA BUILDING CODE WITH 50 Iasi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 8, W000 BUCKS NOT BY GENERAL IMPACT GLASS & WINDOWS, CORP, W000 BUCKS MUST BE SOUTHERN PiNE WITH G=0.55 AND SHALL COMPLY WITH SECTIONS 2411.3.3.3 AND 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUIDING CODE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ,.134 • ;,4,: .,._11„1 .� ;r..t�: -. 3r,1 ;;11..17L1 _di 71C ';i+il�k _ ■ :1Ai*,.111 (A) TO EXISTING POURED CONCRETE (Min. f c = 2730 psi,), MIN. EDGE DISTANCE = 2 1/2 ". - 1/4°8 ULTRACON 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSiRUCiION PRODUCTS. (COMPONENT S®), THRU 1" P.T. (B) TO EXISTING HOLLOW BLOCK WALL (Min. f'm = 1924 psi,). MiN. EDGE DISTANCE = 2 1/2". - 1/416 ULTRACON 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENT 8r), THRU 1" P.T. (C) TO EXISTING 2x P.T. WOOD BUCK. (MIN. G = 0.55) N. EDGE DISTANCE = 1°. - 1/4 "6 ULTRACON 1 1/2° MIN. THREADED PENETRATION, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (COMPONENTS° . (D) TO EXISTING MIN. 1/8" THICK ALUMINUM TUBE (6063 -15 ALLOY) MIN. EDGE DISTANCE = 1/2 ". - 1/4 "6 -14 TEK SCREW, MIN. 3/4° LONG, AS MANUFACTURED BY FIW BUILDEX, INC. (COMPONENT 8A ). (E) TO EXISTING MIN. 12 GAGE (0.106 ") STEEL MEMBER (ASTM A -500, A -653 OR A -36) MIN. EDGE INSTANCE = 3/8 ". - 1/4°0-14 TEK SCREW, MIN. 3/4" LONG. AS MANUFACTURED BY TrW BUILDER, INC. ( COMPONENT @ ). 10. PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE (rm.). 11. REMAINING COMPONENTS FOR THESE WINDOWS SHALL BE AS INDICATED ON BILL OF MATERIALS ON SHEET 2. 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 IIPAC1' GLASS MID WINDOWS, CORR 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 CONGITIONS DEVIATE FROM THE PAD. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THiS DOCUMENT. CONSTRUCTION SAFETY AT SiTE IS THE CONTRACTOR'S RESPONSIBIUIY. (C) THIS PAD. WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (0) SITE SPECIFIC PROTECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. ENGINEER OF RECORD, A.CiiNG 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. • MAXIMUM A.S.D. 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 UNES AND OBTAINING MAXIMUM A.S.D. DESIGN PRESSURE RATING (psf) FOR THOSE ALTERNATE SHAPES FROM SCHEDULES ON SHEETS 6, 7 do 8 FOR SE14EES 21000 HIGH IMPPuL"i FIXED LAMMED GLASS WINDOWS. FLORIDA BUILDING CODE High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS T1LUr TESTING to ENGINEERING COMPANY s3ee N.W. With. • i t5 q—md: Uttuavesal.carn E8- 0006719 WALTER A.. TINT dr.. F.E. FLOMA LTC. 441$7 • GLAZING DETAIL FOR 10w /0 6 /a° GLASS BITE GLAZING DETAIL FOR Wi ® 5/8" GLASS BITE GLAZING DETAIL FOR 1 1 , \—#10x1 1/4" S.M.S © 12" 0.C. GLAZING DETAIL FOR, 1oW /3A #10x1 1/4" S.MS @ 12" 0.C. GLAZING DETAIL FOR. W/ 3A GLAZING DETAIL FOR (Dw/CD C)w/C) GLAZING DETAILS. SCALE 1/2" = 1" ILL OF MATERIALS ITEM # DESC 2 ON DIMENSIONS KS MATERIAL 0 FRAME HEAD /SILL (2) REQUIRED 6063 –T6 02 FRAME JAMB (2) REQUIRED 6063 –T6 O GLAZING BEAD FOR FULLY STRAIGHT FRAME WINDOWS (4) REQUIRED 6063 –T6 Q� GLAZING BEAD FOR CURVED AND COMBINATION CURVED /STRAIGHT FRAME WINDOWS (4) REQUIRED 6063 –T6 l.".J WEATHER STRIPING, ULTRAFAB E -271 (4) AT GLAZING BEAD NEOPRENE ® WEATHER STRIPING SOLID RUBBER (4) AT GLAZING BEAD NEOPRENE 4E3 WEATHER STRIPING 0.296" HEIGHT, SCHLEGEL SYSTEM, INC., Q375T190 (4) AT GLAZING BEAD NEOPRENE Q CORNER FRAME ASSEMBLY SCREWS (2) #8 x 1" PH SMS REQ'D. STEEL 0 DOW CORNING 995 STRUCTURAL SILICONE O DOW CORNING 795 STRUCTURAL SILICONE ® WHITE COLOR SIUCONE AT FIXED PANEL FRAME AND FRAME CORNERS. ALL AROUND (EXTERIOR) SEALANT 1-,-.-N 1/4"0 ULTRACON BY ELCO CONSTRUCTION PRODUCTS, TO POURED CONCRETE, HOLLOW BLOCK OR WOOD WALL REQ'D. (SEE SCHEDULE) CARBON STEEL ® 1/4"t1 ITW BUILDER TEK SCREW TO METAL (SEE SCHEDULE) STEEL 0.145" HEIGHT BUMPER SPACER, CUT FROM 3/8 "9) SPHERE, CLEAR 3" FROM CORNERS MAX. AND 12" O.C. (MAX.) AT MID –GLASS BITE ELEVATION; FRANK LOWE RUBBEL, : GASKET TLB -28, CLEAR. SIUCONE (7) "'Z' 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 -38, CLEAR. SIUCONE (47), : 0.590" (9/16" NOMINAL) LAMINATED GLASS W/ 1/4" H.S. GLASS + 0.090" SENTRYGLAS® INTERLAYER + 1/4" H.S. GLASS INTERLAYER 8Y: Co DUPONT DE NEMOURS & Co., INC. GLASS 0 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: E.I. INC. PONT DE NEMOURS & a., I- GLASS Q0.326" (5/16" NOMINAL) LAMINATED GLASS W/ 1/8" H.S. GLASS + 0.090" BUTACITE® PVB. INTERLAYER 4- 1/8" H.S. GLASS INTERLAYER BY: E.I. DUPONT DE NEMOURS & Co.. INC. GLASS °FRAME HEAD & SILL 6063 -T6 ALLOY ®FRAME JAMB 6063 —T60:461/97#,,f,„0,0 PRODUCT REVISED a.* complying with the /Florida Building_ Cade e0�� : �V�1�5� .3ar °GLAZING BEAD FOR FULLY. STRAIGHT FRAME WINDOWS 6063—T6 ALLOY COMPONENTS SCALE 1/2" = 1" .0so" IS GLAZING_ . BEAD FOR CURVED AND. COMBINATION CURVED /STRAIGHT F E WINDOWS 6063 –T6 ALLOY FLORIDA BUILDING M –DADE COUN * zj ;45 °oaaee019998B ®2812 TILTECO a4C i I KLIEG0me. TILUT TESTING & ENGINEEEINti COMPANY 8385 NLa 3861. Bt., Ste. 308. VIRGINIA 6411MFIFI. Ft 33106 ffiarte : 01871 -t530 Fox : (30571371 -t531 °-mad ditaagad.cant EB- 0006719 WALTER A. T1LL T Jr., F.E. FLORIDA Lin 44167 CODE (High Velocity Hurricane Zone) SERIES 2•000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN 8Y: LA./N.C./A.0 290 WEST 78 ROAD HIALEAH, --FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -8665 sAS¢r.gerseratimpoctcom 5Are 500.8" 01/O9/12 DATE 12 -004 DRAWING Na 41.3 50-051 al aan2 3 4 SHEET 2 OF 9 a" FRAME WIDTH SHORT SIDE (SEE SCHEDULE) A/ —0+® /1 8/"4 • DETAIL 1 /9 1Q OR OR • 1 D.LO. (a) 4 DETAIL 1 /9 •-• / 6' MAX. —0 +® CASE 1: RECTANGULAR SCALE 1/2" =1' -0 "9 "= MAX. ANCHOR SPACING (SEE SCHEDULE ON SHEET 9) FOR "a" FRAME WIDTH (SHORT SIDE), "b" FRAME LENGTH (LONG SIDE) AND MAX. D.L.O. (a) AND MAX. D.L.O. (b) SEE SCHEDULES ON SHEETS 6, 7 & 8. AROUND TIP.) "a" FRAME WIDTH SHORT SIDE (SEE SCHEDULE) DETAIL 2/9 COR 6 OR 4// DETAIL 1 /9 D.LO. (a) A' /5 1 8'15 J 6' MAX. —® +g CASE 2: HALF ROUND TOP SCALE: 1 /2' =1 ' —O 0 4 or ALL AROUND 7YP.) B' DETAIL 1 /9 TYPICAL .EXTERIOR. ELEVATIONS FOR . SERIES_. 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOW (SEE NOTE * ON SHE�E 0•11'T1LL/T�° PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1 Expiration Date By Miami M ^ —DADE COUNTY ° OCe FI 011 \c fi r �J1ltt1) �,fii RttWil o.. , �'io >ease /a�° Lxb „7 A, /5 "a" FRAME WIDTH SHORT SIDE (SEE SCHEDULE) AD/54 (D+ ®- "5" _DETAIL. 2/9 ®',15 �6 "_ MAX. -0+ ,CASE 3: EYEBROW, SCALE: 1 /2 " =1 —0 0 2012 1A.TEGO INC. IL ECO�N�.� TIWT TESTING & ENGINEERING COMPANY 8385 IY.1L 361h. St., Ste. 309. MONA CiaMENS, Ff 33116 Phan : (303871 -1530 . Fait : (305)871 -1531 a —mall: tiltaaadtaal.aam ES -0006719 WALTER A. TILLIT dr.. P.E. FLORIDA Lic. 44167 0 or ALL AROUND TYP.) FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS 290 WEST 78 ROAD HIALEAH, FL, 33014 PHONE 305) 558 -8103 FAX: 305) 558-6665 www.g ner0iTmpact.eam DRAWN 8Y: 01/09/12 DATE NY 66 ata ao-261 a 661E act Ha MAR/1 3 t 12 -004 DRAWING Na SHEET 3 OF 9 • • 1 /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 (0.106°) MINIMUM WALL THICKNESS. MIN. ED. (SEE NOTE 9/1) BEYOND 1/4" MAX. SHIM SPACE CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP.) BEYOND LONG SIDE, SEE 0 -I 0 'DOR @OR 00R BEYOND BEYOND 1 1/4" MAX. SHIM SPACE MIN. THREADED PENETRATION (SEE NOTE 9/1) MIN. 2°x4" P.T. WOOD BUCK MIN. ED. (SEE NOTE 9/1 POURED CONC OR CONCRETE BLOCK REO'D. MIN. EMBEDMENT. (SEE NOTE 9/1) MIN. THREADED PENETRATION 1XP.T. wcoo BUCKS (SEE NOTE 9/1) (SEE NOTE 8/1) MIN: .D. . SEE NOTE 9/1, 1/4" MAX. SHIM SPACE CD 12 x tn BEYOND `l J CR `✓ OR BEYOND BEYOND BEYOND if ! 1/4" MAX. SHIM SPACE O CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER (•) POURED CONCRETE OR CONCRETE BLOCK REQ'D. 1/4" MAX. SHIM SPACE MIN. 2 "x4" P W000 BUCK OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP.) Q CONT. (TYP.) 4° Max. SHIM SPACE SECTION A-A SCALE: 3/8 " =1" POURED CONC OR CONCRETE BLOCK REQ'D. MIN. EMBEDMENT. (SEE NOTE 9/1) 1 xP.T. W000 BUCKS (-SEE NOTE 8/1) ggggB9amoo:B ,0a g,� °4 P. TILLii° PRODUCT REVISED as complying with the Florida Building Code Acceptance No 'cation Date By Kaali 02, M I -DADE COUN s 0. (a) "a° FRAME WIDTH OR SHORT SIDE, SEE SCHEDU 07 CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER MP.) 1/4" MAX. SHIM SPACE 1 ° P.T. WO0D 19U01< (SEE NOTE 8/1) 1/8' MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MUWON (UNDER SEPARATE APPROVAL) OR MEMBER BY OTHERS SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA (0.106") MINIMUM WALL THICKNESS. 1 I Flialti.11.11ati,1.1. (a) -+ a° FRAME WIDTH (OR SHORT SIDE. SEE SCHEDULE) SECTION B-B SCALE: 3/6"=1° ® 2012 TILTEC0 INC. / IL E c o ZZC. TILIJT TESTING & ENGINEERING COMPANY 6339 M.W. 38th. St.. Ste. 308. VIRGINIA wpmmm. R 33189 Ram : 09)871 -1930 . Fax : (305)871 -1531 a-mdf: 81low®ad a:m EB- 0006719 WALTER A TILUT 4 P.E. FLORIDA Lic. 44167 I II MIN. E.D. SEE NOTE 9/1 r./-A I 0 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN BY: LAjR.E. /A,G 81PA�W6aVDm 290 WEST 78 ROAD HIALEAHI. R.. 33014 PHONE: (305) 558 -8103 FAX: (305) 558-6665 mev.giera8rnpactcorn MU. ttO mhos .oMC WV. A° 5ATT 01/09/12 DATE 12-004 DRAWING No «w oY-301 mra3/1a 3 4 SHEET 4 OF 9 1/8" 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 (0.1061 MINIMUM WALL THICKNESS. AEU E.O. (SEE NOE 9 /1) .oltTn'T7'j 1 1/4" MAX. O E SHIM SPACE BEYOND CONT. (rrP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER (.) BEYOND vi R'.'J � OR BEYOND MIN. 2 "x4" P.T. WOOD BUCK 1/4" MAX. SHIM SPACE MIN. THREADED PENETRATION (SEE NOTE 9/1) } POURED CONCRETE OR CONCRETE BLOCK REQb. MIN. EMBEDMENT. (SEE NOTE 9/1) MIN. THREADED PENETRATION 1xP.T. W000 BUCKS (SEE NOTE 9/1) (SEE NOTE 8/1) MIN. E.D. SEE NOTE 9/1 1/4" MAX. SHIM SPACE BEYOND ()CR t°Ft 0 in 0 0 .1 � o @O OR �:./ OR BEYOND BEYOND BEYOND OPTIONAL ALUMINUM /NYLON ANCHOR COVER 5 1 /4" MAX. SHIM SPACE MIN. 12 "x4" P WOOD BUCK (TYP.) CONT. (TYP.) 4" Max. SHIM SPACE POURED CONCR OR CONCRETE BLOCK REM], SECTION A'—A' SCALE: 3/8 " =1" MIN. EMBEDMENT. (SEE NOTE 9/1) 1 xP.T. W000 BU( 1;94dwooe, ,o (SEE NOTE 1 �� �,( p,. Tl[.( /r OR O.L.O. (a) C ) CONT. (TYP.) OPTIONAL ALUMINUM /NYLON ANCHOR COVER (TYP.) POURED CONCRETE OR CONCRETE BLOCK REQ'D. 1 /4" MAX. SHIM SPACE • MIN. • SEE NOTE 9/1), \; .4 do„ et OR "a" FRAME WIDTH (OR SHORT SIDE, SEE SCHEDULE) 0 CONT. (TYP.) OPTIONAL ALUMINUM/NYLON ANCHOR COVER (a) OR O 1 /4" MAX. SHIM SPACE " P.T. W000 BUCK (SEE NOTE 8/1) 1/8" MINIMUM WALL THICKNESS ALUMINUM ALLOY 6063 -T5 MIAMI DADE COUNTY APPROVED MULUO■ (UNDER SEPARATE APPROVAL) OR �1EEL MEMBER BY OTHERS SHALL CONFIRM TO ASTM A500. A653 OR A36 WTTH 12 GA (0.1 06") MINIMUM WALL THICKNESS. -+-"a" FRAME WIDTH (OR SHORT SIDE. SEE SCHEDULE) PRODUCT REVISED as complying with the Rigida Building Code Acceptance No Date 0 By • u/s .�.: .BMW... gr IAMI —CADE COON *TE SECTION B'—B' SCALE 3/8 " =1" 0 2012 TILTECO INC. / IL E C 0 241 c . TILLTf TESTING Et ENGINEERING CaNPAMY 636$ NJL 380h. EL, Me. 305, EMMA GA00848. RA 33186 Pbane : (306)871 -1530 . Fox : (3051871 -1531 a-max: 6Raa8'ac aam EB- 0005719 WALTER A. TLUT dr., P.E. FLORIDA Lic. 44187 FLORIDA BUILDING CODE (High Velocity Hurricane Zone SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN BY: 1.4/144/A.4; 290 WEST 78 ROAD HIALEAH. FL 33014 PHONE (305) 888 -8103 FAX: (305) 538 -8865 wora.genarotlmpactcom 01/09/12 DATE 12-004 DRAWING No SHEET 5 OF 9 nan nb>a psf psf .1. 18' 18" 130 154 24" 130 154 30" 130 154 36" 130 154 42" 130 154 48° 130 154 54" 130 154 60" 130 154 66" 130 154 72° 130 154 78" 130 154 84° 130 154 so° 130 154 96" 130 154 102" 130 154 108° 130 154 114° 130 154 120° 130 154 126" 130 154 132° 130 154 138° 130 154 144" 130 154 150° 130 154 156° 130 154. 162" 130 154 168° 130 154 174° 130 154 180" 130 154 MAXIMUM FRAME WIDTH 0101 AND LENGTH "b" VERSUS A.S.D. DESIGN PRESSURE RATING a:a 0 s SCHEDULE VALID FOR ALL SHAPES WITH GLASS "bss psf psf 130 24" 24° SS n 0 psf psf n n 0 nbn psf psf 154 30° 130 154 36" 130 154 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; 154 108" 130 154 114" 130 154 120" 130 154 126" 130 154 132" 130 154 138" 130 154 144" 130 154 150" 130 154 156° 130 154 162" 130 154 168" 130 154 174." 130 154 180° 130 154 186" 130 154 192" 130 154 196° 130 154 MAXIMUM DAY LIGHT OPENING (D.L.O. FORA GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS © EACH END OF GLASS MAX. DAY LIGHT OPENING (D.LO.) Formula MAX. D.L.O. (a) (SHORT SIDE) Q+ 0, (Dir OR c+ 0 , C+ fan- 3.526° MAX. D.L.O. (b) (LONG SIDE) 0 + - ®o ®+ O 9U OR "1" J ,3+ "b"-3.526" 30" 130 154 36" 130 154 42" 130 154 `,6" 130 54" 130 60" 130 66" 130 72" 130 154 154 154 154 154 78° 130 154 84" 130 90° 130 96" 130 102° 130 154 154 154 154 108" 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° 130 154 168° 130 154 174" 130 154 180° 130 154 186° • 130 154 192° 130 154 196" ' 130 154 36" 36" 42" 48" 54" 60" 66° 130 130 130 130 130 130 154 154 154 154 154 154 72° 130 154 78" 130 154 84" 130 154 90" 130 154 96" 130 154 102° 130 154 108" 130 154 114" 130 154 120" 130 154 128" 130 154 132" 130 154 138" 130 154 144" 130 154 150° 130 154 156" 130 154 162" 130 154 166" 130 154 *DIMENSIONS LEGEND. "be .�i -e-- DLG (b) is TILL PRODUCT REVISED as complying with the Building Code Acceptance nce No -020 kali= Date 72" 78" 84° 900 42° 96" 102" 108" 114° 120" 126° 132° 138" 142° 48° 54° 60° 66° 72" 78" 84" 95" 96° • 130 130 130 130 130 130 154 154 154 154 154 154 130 154 130 154 130 154 130 154 130 154 130 154 130 154 130 154 130 154 130 154 130 154 130 154 130 154 1:30 154 130 154 130 154 130 154 130 154 130 154 130 154 130 154 130 154 130 154 130 154 130 154 130 154 ® 2012 TILTECO 1NC. 130 s /'1iE1iINc.\ TILUT TESTING it ENGINEERING COMPANY &i88 38th. st. sta. 30a. mina OMENS. w 33149 Phone : (30 91871 -1930 . Fos : tal91871 -1531 a-mall: BRaea@aal.emn E5- 0006719 WALTER A. TIWT dr.. P.E. FL.ORIOA Lie. 44167 152 nan ssyss psf psf 54" 60" 66" 72" 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 84" 120.3 142.5 90" 120.3 142.5 96" 120.3 142.5 102" 120.3 142.5 108" 120.3 142.5 111° 60" 120.3 139 128.3 66" 108.3 72" 128.3 76" 108.3 128.3 78" 108.3 128.3 84' 108.3 128.3 90" 108.3 128.3 96" 108.3 128.3 100" 68" 128.3 116.67 72" 98.5 116.67 78" 116.6 84" 116.6 90" 72° 98.5 90.3 116.6 108.9 78° 90.3 106.9 83" 90.3 106.9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS s 290 WEST 76 ROAD HIALEAH, FL. 33014 PHONE: (305) 556-8103 FAX (305) 558-6665 01/09/12 DATE REV. MD 0elawwnN CLUE Net No 12-004 -" 01-491 SHEET 6 OF 9 11 a1, "b" psf psf 90 18° 18" 90 24" 90 90 30" 90 90 36" 90 90 42" 90 90 48" 90 90 54" 90 90 60" 90 90 66" 90 90 72" 90 90 78" 90 90 84° 90 90 90° 90 90 96° 90 90 102" 90 90 108° 90 90 ' 114° 90 90 120° 90 9O 126° 90 90 132" 90 90 138" 90 90 144" 90 90 150° 90 90 156" 90 90 162° 90 90 168° 90 90 174° 90 90 180° 90 90 MAXIMUM FRAME WIDTH "a" AND LENGTH "b" VERSUS A.S.D. DESIGN PRESSURE RATING 24" 24." 90 30" 90 36" 90 42" 90 48" 90 54" 90 60° 90 66" 90 72" 90 78" 90 84" 90 90" 90 96" 90 102" 9O 108° 90 114" 90 120° 90 126° 90 132° 90 138" 90 144" 9O 150° 90 156` 90 162" 90 168" 9O 174" 90 180° 90 186" 90 191° 9O 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 MAXIMUM DAY LIGHT OPENING (D.L.O.) FOR A GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS © EACH END OF GLASS MAX. DAY UGHT OPENING (DLO.) Formula MAX. D.L.O. ®+ ®,.®°' ® (a) OR "a"-3.526" (SHORT SIDE) ®÷ ®, 0+ MAX. D.L.O. ®+ ®a®+ ® (b) OR "b"-3.526" (LONG SIDE) O+ ®, ®+ ® (psf) SCHEDULE VALID FOR ALL SHAPES WITH GLASS 30° 30" 36° 42" 90 90 90 48" 90 90 54" 90 90 60" 90 90 66" go 90 72" 90 90 78" 90 90 84" 90 90 90" 90 90 96° 90 90 102" 90 90 108" 90 90 114" 90 90 120" 90 90 126" 9O 90 132" 90 90 138° 90 90 144" 90 90 150" 90 90 153° 90 90 156" 90 90 162° 90 90 168° 90 90 174" 90 9O 179 90 9O 1 36" 54" 60" 66" 72" 78" 84" 90" 96` 102" 90 80 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 go SO 90 90 90 90 90 108° 114" 120" 126" i32" 138" 144" 150" 152" 90 90 90 90 90 90 90 9O 90 90 90 9O 90 90 90 9O 90 90 DIMENSIONS LEGEND PRODUCT REVISED as Untying with the and& Building code Acceptance No srtion Date a4 BAB�p e Yi sk T 11 1I° .- 4 %% * . ".` F -. \ f f - . - STATE OF °lW,I1, /ONO! >aseso90 =d� 11a„ 11, psf psf 42° 48" 42" 48" 54" 90 90 90 90 90 90 60° 90 90 .65" 90 90 72" 90 go 78" 90 90 84" 90 9.0 90" 90 90 96" 90 .90 102" 90 90 108° 9O 90 114° 90 90 120" 90 90 126" 90 90 130" 48° 90 90 90 90 54" 90 90 60" 90 9O 66° 90 90 72" 90 90 78" 90 90 84" 90 90 90" 93 90 95" 90 90 96° 90 90 102" 90 90 106" 90 90 114° 90 6 2012 TILTEcO INC. /1itE1Z=\ 11WT TESTING & ENGINEERING COMPANY 8388 N.a. 388:. St, Sta. 308. MAONA * Ft 33186 Phone : t309eT" -1930. Fax : (309)871 -193t e-ma0: tataccectidsom , Ea- 0006719 WAITER A. TIUJT Jr., P.E. FLORIDA Lie. 44167 90 1, „ a 11 L1, psf psf 54" 60° 66" 72" 54° 83.3 83.3 60" 83.3 83.3 66" 83.3 83.3 72" 83.3 83.3 76° 83.3 83.3 84" 83.3 83.3 90" 83.3 83.3 96" 83.3 83.3 101" 60" 83.3 75 83.3 75 66" 75 75 72" 75 75 76" 75 75 76" 75 75 84" 75 75 90" 66" 75 68.2 75 68.2 72" 68.2 68.2 76" 68.2 68.2 78° 68.2 68.2 83° 72" 68.2 62.5 68.2 62.5 76° 62.5 62.5 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) SERJES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN 5Y IA/ML /A.G 'A 290 WEST 78 ROAD HIALEAH, FL. 33014 PHONE: (305) 558 -8103 FAX: (305) 558 -6665 a aw.gertardimpactcam 01/09/12 GATE REV. Ma SESAISPIICS Date M. as oe9 DAAE 12 -004 DRAWING Na eta 99 -:p1 61/09/12 4 SHEET 7 OF 9 uan psf psf + — 18" 18" 75 75 24" 75 75 30" 75 75 36" 75 75 42" 75 75 48" 75 75 54" 75 75 60" 75 75 66° 75 75 72" 75 75 78" 75 75 84" 75 75 90" 75 75 96" 75 75 102° 75 75 108" 75 75 114" 75 75 120' 75 75 126" 75 75 132' 75 75 138" 75 75 144" 75 75 150° 75 75 158° 75 75 162" 75 75 168" 75 75 174" 75 75 180" 75 75 MAXIMUM FRAME WIDTH "a" AND LENGTH "1b" VERSUS A.S.D. DESIGN PRESSURE RATING fp_O SCHEDULE VALID FOR ALL SHAPES WITH GLASS psf psf 24" 24" 75 75 30" 75 75 36" 75 42" 75 75 48" 75 75 54" 75 75 60" 75 75 66" 75 75 72" 75 78" 75 75 84" 75 75 90" 75 75 96" 75 75 102° 75 75 108° 75 75 , 114" 75 75 120" 75 75 126" 75 75 132" 75 75 138° 75 75 144" 75. 75 150" 75 75 156" 75 75 162" 75 75 168" 75 75 174" 75 75 180" 75 75 Ammamse 185" 75 75 MAXIMUM DAY LIGHT OPENING {D.L.O.) FORA GIVEN COMPONENT AT EACH END OF GLASS SIDE COMPONENTS @ EACH END OF GLASS MAX. DAY LIGHT OPENING (Di.O•) Formula MAX. D.L.O. ®+ ®, ®+ ® (a) OR "a"-3.526" (SHORT SIDE) ®+ ®, ®'t' MAX. D.L.O. 0+ ®, 10+ ® (b) OR "b"-3.526" (LONG SIDE) 40+ ®, ®+ }, a n "b" psf 30' 30" 75 36' 75 42' 75 48" 75 54° 75 so" 75 66" 75 72° 75 78" 75 84° 75 90° 75 96" 75 102" 75 108" 75 114° 75 120" 75 126° 74 132° 72 138" 71 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 74 72 71 144" 71 71 148" 70 70 },o" "b„ psf psf 36" 36" 75 5 42" 75 75 48" 75 75 54" 75 75 60" 75 75 66" 75 75 72" 75 75 78" 75 75 84" 75 75 90" 75 75 96" 74 74 102" 69 69 108" 65 65 114" 62 62 120" 59 59 123" 58 58 DIMENSIONS LEGEND PRODUCT REVISED 09 complying with the /Florida Building Cede ,Acceptance No / - .yv1v_0 iration Date 1 141/0000,0,, ,c53„ A.T.i' i 't „a }, psf psf 42” 75 75 48" 75 75 54° 75 75 60" 75 75 66" 42" 172" 76" 84" 75 75 75 75 75 75 75 75 90° 75 75 96" 69 69 102" 63 63 105" 61 61 0 „b}, psf psf 48" 54° 60" 48° 75 75 54" 75 75 60" 75 75 68" 75 • 75 72° 75 75 78" 75 75 84" 75 75 90° 70 70 92° 54° 69 69.4 69 69.4 60" 69,4 69.4 66" 69,4 69.4 72" 69.4 59.4 78" 69.4 69.4 82" 60" 69.4 62.5 69.4 62.5 66" 62.5 62.5 72" 62.5 62.5 74" 62.5 62.5 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) STATE OF $ SiONAV -C- etJ e 2012 TILTECO INC. T1U.1T TESTING & ENGINEERING COMPANY 6359 a.w. 3a h. 5t., Ste. 3215, MONK GARDENS, fl 331ea Phone : (3053871 -1530 . Fye s (3215)871 -1531 e —mat: EE- 0006719 WALTER A. TILLIT Jr., P.E. FLORIDA Lie. 44167 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN 6Y: 290 WEST 78 ROAD HW.EAH. FL. 33014 PHONE: (306) 558 -8103 FAX: (305) 558 -6665 www.generaffmpaeteam 01/09/12 DATE atscarstax 1tf46 Kula 12 -004 DRAWING No ato 09-241 MAIM 3 4 SHEET 8 OF 9 MAXIMUM ANCHOR SPACING SCHEDULE "S" SUBSTRATE ANCHOR TYPE NEGATIVE A.S.D. DESIGN PRESSURE RATING (psf) HEAD/SILL JAMB COHI3 RE E TE (s>: l�TE OA & 60) 1%4" ULTRACON ® 75 or less 9" O.C. 12" O.C. > 75 up to 90 9" 0.C. 1 1 1/2" O.C. > 90 up to 130 P 8" O.C. 8" O.C. > 130 up to 154 6 1/2" 0.C. 6 1/2" 0.C. WOOD (� 90) 1 /4 "0 ULTRACON Q 75 or Tess 9" 0.C. 9 1/2" 0:C. > 75 up to 90 8" O.C. 8" O.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" 0.C. METAL {szE Nom 0/1& w/1) 75 or less 9" 0.C. 12" 0.C. 1/4"0 TEK SCREW SA > 75 up to 90 9" O.C. 12" 0.C. > 90 up to 130 8" 0.C. 8" 0.C. > 130 up to 154 7" 0.C. 7" 0.C. CONT. ALL AROUND SPOT WELD, ER-- 4043 CONT. ALL AROUND NOTCH (TYP.) TYPICAL CORNER F, IE CONNECTION ._.(TOP) DEf . L 2 SCALE 3/4 " =1" TYPICAL CORNER FRAME _ CONNECTION (TO & BOTTOM) DETAIL, 1 SCALE 3/4 " =1" (2) #8 x 1 " PH S.M.S. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) PRODUCT REVISED es complying with the Florida Building Code Acceptance No >l l� ration Date s.)fWW O6�pppi9Be9emm ®®ems® + ,, +��� A. NA 2013 TILTECO INC. ? =o • :. STATE OF : 1 > TESTING v _ „ MP � tom! O Plane : (.705871 -1530 . Fax : (313387I -4831 �i '. t . V 0 a—ma8: t8mw®ad emn • EB- 0006719 @ WALTER A. TILLfT dr., P.E. g ' __• 4... FLORIDA Le. 44187 Fes. 0,1,8,1911 SERIES 21000 HIGH IMPACT FIXED LAMINATED GLASS WINDOWS DRAWN et: 290 WEST 78 ROAD HIPLEAH. FL 33014 PHONE: 305) 938 -6103 FAX: (305) 558 -6665 w oww.generalimpact.ccm 01/09/12 DATE REV. ett , o•ts KY Ito 0x90,09 IN 12-004 DRAWING No ato aa-am 0/09/+2 4 SHEET 9 OF 9 4 1/2" MAX. HEAD /SILL CORNERS 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 SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDEUTE 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 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY 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 UMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. (x) HEAD /SILL ANCHORS AT STILE ENDS AT 2 -1/2" O.C. (5) FOR INSTALLATIONS INTO WOOD /CONC. (4) FOR INSTALLATIONS INTO METAL STRUCTURES 4 1/2" MAX. HEAD /SILL CORNERS 75 3/8" MAX. / C\ FRAME WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 80.0 PSF AS ALLOWED BY FBC NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 —04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC —219 d 25 11/16" D.L. OPG. 72" MAX. DOOR OPNG. WIDTH ACTIVE 25 11/16" D.L. OPG. (xx) PRODUCT REVISED as g�vrlth11�eFfotltla Acnca Na � 110 *S• Bq l Miami Dads Product Control \ / 8 N CO co Ns THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. JAVA° AHMAD CIVIL • • FLA. PE L70592 C.A.N. 353.8 i 0 w O 0 0 ce a u. 0t 0 01c) 8 iftie 46 2 1 • 0 0 0 U z LW ce 82 FAX, (305) 592 -2184 • 0 8 3 m u a O 0 0 '0 0 8 0 8 g 8 S 0 a a 0o v c a to o 0 W E a 0 drawing no. W04-37 (sheet 1 of 10 (sheet 2 of 10) DESIGN LOAD CAPACITY - PSF SINGLE OR DOUBLE ENTRANCE DOORS WITH TRANSOMS iYIDTll -iY1 INCHES WIDTH -W2 INCHES DOOR HEIGHT -A INCHES GLASS TYPE 'A' GLASS TYPE 'I3' EXT.( +) /INT.( -) EXT.( +) /ti4T.( -) 24 80.0 80.0 63 -3/8 30 80.0 800 80.0 80.0 37 -5/8 43 -5/8 69.0 69.0 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 83 -3/8 30 80.0 80.0 80.0 80.0 37 -5/8 43 -5/8 69.0 69.0 24 85-5/8 80.0 80.0 69 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 24 80.0 811.0 75 -3/e 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 69.0 69.0 24 91 -5j8 80.0 80.0 89 -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 60.0 24 80.0 80.0 63 -3/8 30 80.0 80.0 37 -5/8 80.0 80.0 43 -5/8 69.0 69.0 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 i 80.0 80.0 WI FRAME WIDTH 39 3/8" MAX. FRAME WIDTH 33 3/8" D.L. OPG. 12" MAX. HEAD /SILL 1 I 1 li \ ACTIVE / Y' 4" MAX. HEAD /SILL CORNERS A 1 ANCHORS AT TRANSOM ENDS AT 2 -1/2" 0.C. (5) FOR INSTALLATIONS INTO WOOD /MASONRY (3) FOR INSTALLATIONS INTO METAL STRUCTURES 0 N • ao SURFACE APPLIED FALSE MUNTINS MAY BE USED 25 3/4" D.L. OPG. 35 3/4" MAX. LEAF WIDTH (o /x) W1 (SINGLE 00OR FRAME WIDTH) = 21 + 1 -5/8" 75 3/8" MAX. FRAME WIDTH 69 3/8" D.L. OPG. 12" MAX. HEAD /SILL 0 o. 0 0 w to t 0 1 ■ 11 i \l1 II \ INACTIVE ! / ! ACTIVE 4" MAX. HEAD /SILL CORNERS 5 SURFACE APPUED FALSE MUNTINS MAY BE USED PRODUCT REVISED as complying with the Florida Building C°41 Acceptance No " ate esiu to ti 0 ce 8 25 11/16" D.L. OPG. 72" MAX. DOOR OPNG. WIDTH (o /XX) Engr. d C .CIVIL FLA. PE # 70592 C.A.N. 3538 M t •-• c 0 c 0 0 A 1 ca 8 4 O i3 0 8 N 0 0 m all: 1 /2 "a1' —(} v, drawing no. W04 -37 (sheet 3 of 10 ) DESIGN LOAD CAPACITY - PSF SIDELITES GLASS TYPE SIDELITE WIDTH FRAME HEIGHT 'A' & 'B' INCHES INCHES EXT.(+) /IM.( -) 36 -1/4 80.0 38 -5/8 81-5/8 80.0 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 38 -1/4 91 80.0 38 -5/8 -5j8 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" T Co- 0 J 0 I1 11 II II 11 11 11 11 11 SURFACE APPUED FALSE MUNTINS MAY BE USED NOTE: FOR D00RS 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. O.L. OPG. (0) HEAD /SILL ANCHORS AT STILE ENDS AT 2-1/2" O.C. (5) FOR INSTALLATIONS INTO WOOD /CONC. (4) FOR INSTALLATIONS INTO METAL STRUCTURES 2 1/4" MAX. HEAO%SILL CORNERS SIDELITE WIDTH MAX. SEE CHART AT LEFT 75 3/8" MAX. FRAME WIDTH SIDEUTE WIDTH MAX. 2 1/2" 2 1/2" SEE CHART AT LEFT .LLL 25 11/16" T. D.L. OPG. PRODUCTREVMED as complying whit the Florida Ilatkring Cods 17...0 Agemnimwqo : �' /fr BY Masai Dade Pw .vi 201+ 25 11/16" D.L. OPG. D.L. OPG. DOOR OPNG. WIDTH (0XX0) £rngr.JAYAD AHMAD Clm FIA. PE .c57308592 • C.AN, APT ilf11772 tehiu COMP- ANL \W04 -37RC s SERIES RD45 ALUM ENTRANCE DOOR FAX. (305) 592 -21 Ir t 8 0 ♦Z G 5) Q 0 1 1 O m S 1V-1 o 8 O n 0 0 0 . tL.c V 0 W t J drawing no. W04-37 U Z tO M M • • N sheet 4 of 'I O) LOCK OPTIONS SINGLE DOORS; OPTION #1; 3 POINT LOCK SYSTEM BY 'AMESBURY' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR OPTION #2; 3 POINT LOCK SYSTEM BY ' HOPPE' WITH SURFACE MOUNT HANDLE AT 36" FROM BOTTOM AND DEAD BOLT LOCKSET AT 32 -1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. LOCK OPTIONS DOUBLE DOORS; OPTION #1; 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. INACTNE LEAF 2 POINT LOCK SYSTEM BY ' AMESBURY' SHOOT BOLTS ENGAGING SIMULTANEOUSLY AT HEAD & SILL SURFACE MOUNT ACTUATING HANDLE AT 36" FROM BOTTOM OPTION #2: 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. INACTr/E 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 SILICONE DOW CORNING 795 DOW CORNING 995 GLASS TYPE 'A' PRODUCT REVISED as Complying with the Florida Anaeptoiice Wo s�++11 � 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 r / GLAZING DETAIL AT DOOR LEAF GLASS TYPE 'B' GLAZING OPTIONS Engn JAYAQAHMAD • FLA., • PE # 70592 • C.A.N. 338 • GLAZING DETAIL AT SIDELITE c J FAX. (305) 592 -2184 t 0 0 a. is P5 2 .0 Sa a (.1 a o 0 CO V 0 • ,a10 St. drawing no. W04-37 1161°.% 0 opi itv a. l O U (sheet 5 of 10) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY W000 BUCK 8 'EDGE D 2BY W OR METAL STRUCTURE a .•_• s WE -D 13T MIME SIM z N 1/2" MIN. THROW BOLT PENETRATION 0 r 1 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PRODUCT REVISED as camptying with the Florida Building Coda 1' 0 Acceptance No TYPICAL ANCHORS Mans Dade Pr8.1::zb <ureaut SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY RC ALUMINUM, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. HILT! KWIK —CON II (Fu= 163 KSI, Fy =157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2° MIN. WOOD PENETRATION THRU 1BY W000 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. T KS OR SELF DRILLING 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 AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS 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. Ertgr %WAD AHMAD FLA. PE # 70592 C.A.N. 3538 L J 8 0 LLI r.. c c 0 a 0 v 1 0 0 c C < m 0 0 V 0 drawing no. W04 -37 " TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCKS SEE SHEET 4 FOR DESCRIPTION (X) TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCKS SEE SHEET 4 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING INACTIVE ACTIVE 1BY WOOD BUCK 1/2" MAX. SHIM METAL STRUCTURE 1 /4" MAX. SHIM ( X X ) Engr: JAVAD AHMAD • FLA. •PE 1 70592 G.A.N. 3538 PRODUCT REVISED with the Flori Building Cods 11 da Acceptance No 4. 0 J) Miami Dade Product Control drawing no. W04-37 sheet 6 of 1 of (sheet 7 of 10) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • EDGE'DIST, -• x W 0 ci Q (o /x) (4 /XX) #14 X 1" SELF DRILLING SCREWS AT 4" FROM ENDS AND 12" O.C. MAX. 1. a •1/2" MAX. GAP D.L OPG. TRANSOM WIDTH EXTERIOR PRODUCT REVISED as complying with the Florida Building Code 1 0 tvlIaml +ade Product Cant 10.18 Engr: JAVA AHMAD ,FLA. PE 70592. ' C.A.N. 3538 • MAR 272012 m z 0 F w a g a° Cf 8TI Ga <Qo° w IA `i'min L z ut Si a a. v ce 8 CU 8 NNZ L� ZQ =t- N dl est as • r Li ^ C Uo ci FAX. (305) 592 -21 c Q m K Z 'y. •4+ d a 0 O 2 v 0 O i drawing no. W04-37 x cn TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING (. • • 'EDGEADiSC a • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING (000R Wj SIDELITE) PRODUCT REVISED as complying with the Florida nulling Code 12 ,,,� Q •,4sif r By Mieuni Dade Product Control LEAF WIDTH - DOOR FRAME WIDTH O.L. OPG. Engr •JAVAD AMMO • oV& FLA. PE # 7O592 4r' 3538 EXTERIOR z w L O $� re 0 o at4 8 CaQd Ir CCIn dm t A t 1. Q7 Ia 5 1 iu a A 3 z° a o S N Q m V ow • 0 a i� •fi drawing no. W04 -37 sheet 8 of 10 ) 3.770 .125 2.125 3.000 1.625 2.125 1.813 L 938 .100 TYP. -°f .572 SfDELITE HEAD /SILL TRANSOM JAMB Ix = 2.610 qv \4 L- 1.875 Sx = 1.363 IN\3 Ei DOOR HEAD .687 Ix = 1.988 IN\4 Sx = 0.873 IN \3 SIDELITE JAMB TRANSOM HEAD /SILL ITEM # NUMBER REQD. DESCRIPTION MATERIAL NAME'. /SUPPLIER /REMARKS El R045 -.023 1 FRAME HEAD 6005 -T5 E2 R045.-024 1 FRAME SILL 6063 -T6 E3 RD45 -022 2 FRAME JAMB 6063 -T6 E4 R045 -004 1 /LEAF TOP RAIL 6063 -T6 E5 8045 -021 1/ LEAF BOTTOM RAIL 6063 -T6 E6 E7 IR045 -006 18045 -002 2/ LEAF HINGE STILE /INACTIVE LEAF LOCK STILE 6005 -T5 2 VERTICAL JAMB STOP 6063 -T6 E8 8045 -010 AS REQD. GLAZING BEAD (LAM. INSUL. GLASS) 6063 -T6 E9 1 RD45 -007 AS READ. GLAZING BEAD (LAM. GLASS) 6063 -T6 E10 RD45 -O 17A AS REQD. LOCK STILE ACTIVE LEAF 6005 -T5 .115 4.000 2.115 r_1.812_1 1.470 4.209 .100 1.688 1.250 1.750 2.187 L .062 .1561^ 4.125 HINGE STILE INACTIVE LOCK STILE 1.750 L 2.025 SNAP COVER .184 4.209 1.246 .875 100 GLAZING BEAD (LAM. INSUL GLASS) .552 El1 I R045 -014 E12 ' R04.5 -015 E13 E19 E20 141 M3 M14 M20 M21 M24 M25 V1 V2 V4 115 S2 S3 S6 fRD45 -016 8045 -029 R045 -030 R045 -M01 R045 -M03 W31384NK f1D45 -M13 W31421NK Q375T270 • V -059 V -009 V -065 AS REQD. AS RE00. SIDELITE HEAD /SILL, TRANSOM JAMB JAMB AT SIDE LITE, HEAD /SILL AT TRANSOM 6005 -T5 6063 -T6 AS REQD. AS READ. AS READ. 4/ LEAF AS REQD. AS READ. SNAP COVER INTERIOR SNAP COVER ANCHOR CUP. 8° LONG HINGE ASSEMBLY FLUSH BOLT AT 3 POINT LOCK WEATHERSTRIPPING 3/16° x 1/2° x 4° SETTING BLOCK. 1/r x 3/4° x 4° SETTING BLOCK. 6063 -T6 6005 -T5 6° FROM EACH END 6° FROM EACH END & MIDSPAN 4/ LEAF AS REQD. AS REQD. 4/ HINGE AS REQD. HANDICAP OFFSET HINGE ASSEMBLY WEARHERSTRIPPING DOOR W'STRIPPING OFFSET BULB VINYL WSTP. BULB WSTRIPPING, DUROMETER 75 ±5 SHORE A PEROXIDE THREAD -IN FINGER 03/8° -16 X 2° LG. FULL THREAD HX.HD.. #12 - 24 X 3/4° LG. PHIL. F.H. MACHINE SCREW #12 X 1 -1/4° LG. PHIL. SMS. SEE STREET 4 FOR LOCKS OPTIONS AND DESCRIPTION 6005 -T5 FOAM PVC PVC ST /ST ST /ST 0 -LON WIBORO, WV -3289 TREMCO 1 PER LONER HINGE INSTALLATION SCREWS ASSEMBLY FASTENERS 4.000 ACTIVE LEAF LOCK STILE 1.246 D I .875 (fa** u) 0 I a 2 U ti ri-.562 GLAZING BEAD (LAM. GLASS) 1_1.875 .100 .875 .070 1.375 7.750 6.875 Imo- -1.870 - i{ .860 .062 .062. -1 1.995 C O o. g a INTERIOR SNAP COVER 3.570 .062 -- fi 1.844 II tt .625-1 FL-- VERT. JAMB STOP .156 L-1.750--J ANCHOR CUP BOTTOM RAIL PRODUCT REVISED as complying with idh�a Florida t ngCo 'z.,' 4/2 # }, 18 Duildi Accc�zptancc Nd o / o . 1 $Ivliami Dada Product Cantros t c .8 c a 1 a W ) drawing no. W04 -37 sheet 9 of 10) • DOOR TOP CORNER DOQR BOTTOM CORNER Adt 1" X 2 -1/2" X 1/4" 0 ALUM PLATE s III <<r LEAF TOP CORNER TRANSOM TOP /BOTTOM CORNER 1" X 2 -1/2" X 1/4" ALUM PLATE LEAF BOTTOM. CORNER SIDEUTE TOP /BOTTOM CORNER PRODUCT REVISED OS complying with the Florida 131111114Code I2`O4(t�O. t G Acceptance No rr- 2© / ,a SThid 1