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WS-15-549 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240293 Permit Number: WS-3-15-549 Scheduled Inspection Date: August 27, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: KESSLER, NOAH &AUBREY Work Classification: Window/Door Replacement Job Address: 1002 NE 105 Street Miami Shores, FL 33138- Phone Number (917)579-8541 Parcel Number 1122320280010 Project: <NONE> Contractor: ACCLIVITY CONSTRUCTION LLC Phone: (305)397-8033 Building Department Comments REPLACING 27 WINDOWS AND 2 DOORS WITH Infractio Passed Comments HURRICANE IMPACT RESISTANT AS PER PLANS INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-240226. CREATED AS REINSPECTION FOR INSP-238348. CREATED AS REINSPECTION FOR INSP-230098. Windows must be finished including return for final Failed ❑ Eng letter not acceptable must include visit to site, fastening including spacing and size Correction Needed ❑ Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 26, 2015 For Inspections please call: (305)762-4949 Page 22 of 44 FANJUL &ASSOCIATES, LLC ARCHITECTURE, PLANNING &INTERIOR DESIGN FANJUL&ASSOCIATES,LLC Village of Miami Shores AA26000725 Building Department 165 MADEIRA AVE.SUITE 7 Inspection Division CORAL GABLES,FL 33134 10050 NE 2 Ave Miami Shores Village FL 33138 DATE: AUGUST 26,2015 Permit Number: WS-3-15-549 COwA`r ARTURO G. FANJUL,RA Job Category: LEVEL 2—WINDOWS& DOORS REPLACEMENT JOB NUMBER: Job Address: 1002 NE 105th street 15.0713 PHONE: Permit Type: BUILDING -WINDOWS 305.726.8313 Folio Number: 01-3124-013-1041 FAX: 305.356.3686 RE: WINDOW& DOOR BUCK INSPECTION CERTIFICATION LETTER Emmu Arturo@FanjulArchitects.com Mr. Building Inspector rturo@Fanj ulArchitects.com During the course of construction I visited the job site at 1002 NE 105 St and inspected the pressure treated window bucks for the windows &doors. The screw fastening, size and spacing are approved and are in compliance with FBC 2010 and manufacturer's NOA. The window system installation complies with the Manufacturer's recommendations per the NOA. Please accept this letter as an as-built certification of compliance. Sincerel�_L4 FANJUL&ASSOCIATES, LLC cc: Acclivity Construction Eric@acclivityconstruction.com Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-238348 Permit Number: WS-3-15-549 Scheduled Inspection Date: July 29, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: KESSLER, NOAH &AUBREY Work Classification: Window/Door Replacement Job Address: 1002 NE 105 Street Miami Shores, FL 33138- Phone Number (917)579-8541 Parcel Number 1122320280010 Project: <NONE> Contractor: ACCLIVITY CONSTRUCTION LLC Phone: (305)397-8033 Building Department Comments REPLACING 27 WINDOWS AND 2 DOORS WITH Infractio Passed Comments HURRICANE IMPACT RESISTANT AS PER PLANS INSPECTOR COMMENTS False Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSP-230098. r— &-) c,- Li=-_ su f Y Failed ii2j _ 2 Correction f::jE�)Z T-A-P e_V AD Needed Re-inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 28,2015 For Inspections please call: (305)762-4949 Page 13 of 31 FANJUL &ASSOCIATES, LLC ARCHITECTURE, PLANNING & INTERIOR DESIGN Village of Miami Shores FANJUL&ASSOCIATES,LLC AA26000725 Building Department 165 MADEIRA AVE.SUITE 7 Inspection Division CORAL GABLES,FL 33134 10050 NE 2 Ave Miami Shores Village FL 33138 0„T,: JULY 28,2015 Permit Number: WS-3-15-549 CONrwcr. ARTURO G.FANJUL,RA Job Category: LEVEL 2—WINDOWS & DOORS REPLACEMENT JOB HUMBER: Job Address: 1002 NE 105th street 150713 PHONE: Permit Type: BUILDING -WINDOWS 305.726.8313 Folio Number: 01-3124-013-1041 FAX: 305.356.3686 RE: WINDOW & DOOR BUCK INSPECTION CERTIFICATION LETTER Emm" Arturo@FanjulArchitects.com Mr. Building Inspector rturo@Fanj ulArchitects.com During the course of construction I inspected the pressure treated window bucks at the above noted address and found them to be in compliance with FBC 2010. The window system installation complies with the Manufacturer's recommendations per the NOA. Please accept this letter as an as-built certification of compliance. Sincerely, OF Roo C O ® T FgNJU ; . uro G. an ul J , ;r0017585 President FANJUL&ASSOCIA ep AR��'et cc: Acclivity Construction Eric@acclivityconstruction.com . I Miami Shores Village 'tiJ A � 2� Building De MAR 13 2 ,`b g artment p o�5 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 Jcawnc'— INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 )0 BUILDING V%)' Ceoi• Master Permit No.W5 I�T- ' EW PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL F-IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 1002 NE 105th Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2232-028-001 O Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee simple Titleholder): Aubrey & Noah Kessler Phone#:(917) 579-8541 Address: 1002 NE 105th Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: NONE Phone#: N/A Email: ladybreezy@gmail.com CONTRACTOR:Company Name: Acclivity Construction Phone#: 305-358-7878 Address: 2000 Ponce De Leon Blvd, Suite 600 City: Coral Gables State: FL Zip: 33134 Qualifier Name: Eric Hochman Phone#: State Certification or Registration;##: CBC1258180 Certificate of Competency#: CBC1258180 DESIGNER:Architect/Engineer: 00,41 H-J jG1451' F Phone#: C3oSJ 6L3-8Y�'S Address: 5?01 $W 7Qr'S+►af�$,,;G ye s City: SAX i't%a.»i State: fL Zip:: ,331 S/3 Value of Work for this Permit:$ 7, 5-00. m o Square/Linear Footage of Work: .2 3a3 .rt Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: �cI 2Cr�W)n�s�d 42D�lf &044 {�vrn`�a., Z�.,D�c� of Dy ��►s. Specify color of color thru tile: (� Submittal Fee$ V Permit Fee$� " �J CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) None Bonding Company's Address NSA City State Zip Mortgage Lender's Name(if applicable) /V h Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20by _�day of � 1 20 t�� by X—e-"'who is personally known to n�. � ��n who is personally known to S me or who has produce (r as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUB IC: � I Sign: Sign: Print: tu-0 Priu�� Seal: •••,�,. JESSICA.RIVERO Seal: ••►� ,�¢,,• Notary Public-State of FWWS ^•.. % CI AUDIA PATRICIA HOCHMAN _ •=My Comm.Expires Oct 25,2018 ` 3 _ 'j MY COMMISSION#FF180983 ********* * * Commission#E EE 841525 ******************** MjAd8lNbl�llY`Ni�i! 1iik,,, ltrdtliCfBr*1'7' r2�18* ******r: """ (ao7 9ps•Of89 FJOHMANOtaryService,com APPROVED BY I Plans Examiner Zoning j� Structural Review Clerk (Revised02/24/2014) S�IOREs @o, to �� Irl iami Shores Village " eye Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. ✓ COPY OF LIABILITY INSURANCE* D.��COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) /.YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESSNAME: Accl(V+1- Cinshvcfi6 0 BUSINESS ADDRESS: )poo 6,,u &,h .00 CITY Crt h G,46j STATE % ZIP 3313 Y BUSINESS PHONE:( 305 ) 317,bro 3 3 FAX NUMBER(�� S/) /3 p7. 8 3.2 3 CELL PHONE(3o S ) 358'. ?8'7 F QUALIFIER'S NAME: �n c l`/o��»►a� QUALIFIER'S LIC NUMBER: (f$G (2 5'8180 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION e CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 HOCHMAN. ERIC ACCLIVITY CONSTRUCTION, LLC 2000 PONCE DE LEON BLVD SUITE 600 CORAL GABLES FL 33134 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 rangeVia, STATE OF FLORIDA from architects to yacht brokers, from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND and they keep Florida's economy strong 3 PROFESSIONAL REGULATION Every day we work to improve the way we do business in order to CBC1258180 ISSUED: 07/27/2014 serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information CERTIFIED BUILDING CONTRACTOR about our divisions and the regulations that impact you, subscribe HOCHMAN, ERIC to department newsletters and learn more about the Department's initiatives. ACCLIVITY CONSTRUCTION,LLC Our mission at the Department is: License Efficiently, Regulate Fairly We constantly strive to serve you better so that you can serve your customers. Thank you for doing business In Florida, IS CERTIFIED under the provisions of Ch 489 FS and congratulations on your new license! Eapratlondate AUG31 2016 L1407270e0176e DETACH HERE RICK SCOTT GOVFRNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CBC1258180 � g The BUILDING CONTRACTOR $ 4 Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 HOCHMAN, ERIC , ACCLIVITY CONSTRUCTION, LLC 2000 PONCE DE LEON BLVD SUITE 600 CORAL GABLES FL 33134 ISSUED 07/27f2014 DISPLAY AS REQUIRED BY LAW SEan L1407270001768 Local Business Tax Receipt Miami-Dade County, State of Florida -THIS IS NO f A BILL-RT)NOT PAY LBT 6777420 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES ACCLIVITY CONSTRUCTION RENEWAL LLC 7050966 SEPTEMBER 30, 2015 2000 PONCE DE LEON BLVD Must be displayed at place of business SUITE 600 Pursuant to County Code CORAL GABLES,FL 33134 Chapter SA-Art,9&10 OWNER SEC.TYPE OF BUSINESS ACCLIVITY CONSTRUCTION LLC 196SUB-GENERAL BLDG PAYMENT RECEIVED BY TAX COLLECTOR CONTRACTOR 4500 08/0!,'2014 Worker(s) 1 CBC12b8180 CHECK21-14-045726 This local Business Tax Receipt only confirms paymeN Of the Local Busiuoss Tax.The Receipt islicense, permit,or a certification of the holder's qualifications,to do business.Holder must coalpiy with any governmental not a a Iea or aongorermnental regrlamry laws and requirements which apply to the business. The RECEIPT N0.abose most he displayed on all commercial vehicles-Miami-Dade Code Sec ow-M MIAMI For more information,shit www,miamidade,yesAa;collector ACCLIA OP ID: BD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 01/23/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER CONTACT Massey,Clark,Fischer,Inc. NAME: 400 Executive Ctr Dr,Ste 205 A/C,No Ext): AIC No): West Palm Beach,FL 33401 E-MAIL Thomas C.Mangum,Jr. ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Mid-Continent Casualty Company 23418 INSURED Acclivity Construction LLC, INSURER B: Eric Hochman 2000 Ponce De Leon Blvd#600 INSURER C: Coral Gables,FL 33134 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IICY EXP LTR TYPE OF INSURANCE U POLICY NUMBER MMIDDY/YEYYY MMIDDIIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTED A X COMMERCIAL GENERAL LIABILITY 04GL000907361 07/12/2014 07/12/2015 PREMISES Ea occurrence $ 10,00 CLAIMS-MADE � OCCUR MED EXP(Any one person) $ EXC PERSONAL&ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY PRO- JECT RO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Perid $ AUTOS AUTOS accent) HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS PMAGE UMBRELLA LAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS'LIABILITY YIN T RY LIMITS I I ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RENOVATION work performed at 1002 NE 105th Street, Miami Shores FL 33138 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Bldg Dept THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD we JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 9/2/2014 EXPIRATION DATE: 9/1/2016 PERSON: HOCHMAN ERIC W FEIN: 272783706 BUSINESS NAME AND ADDRESS: ACCLIVITY CONSTRUCTION L 2000 PONCE DE LEON BLVD h CORAL GABLES FL 33134 SCOPES OF BUSINESS OR TRADE: LICENSED BUILDING CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 ♦SNORES L� F� Miami shores Village .... ,� ...., Building Department �L0!'D 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore,you may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor Print Name: �� -S �e Print Name: o y cr.ov,)aL �' a►, Signature: Signature: State of Florida) State of Florida) County of Miami-Dade) County of Miami-Dade) 1 /1� Sworn tR pd subscribed before me this Sworn to an subscribed before e this L _ day K W_MCt 20 day of 20 . B (SEAL) � U'f;p (SEAL) Type of Identification produced t14Type of denAfiqt uce a b'= ii f My COMMISSION #FF160983 i aY, JESSICA RIVERO a I Notary Public- State of Florida ?oR.�g° ' EXPIRES September 17,20,1 3 .• (407)39e o+a3 Floridaota Service.com My Comm.Expires Oct 25,2018 °;: Commission#EE 841525 Bonded Throuqh National Notary Assn. ACCLIVITY CONSTRUCTION 2000 Ponce De Leon Blvd Suite 600 Coral Gables, FL 33139 Off: 305-397-8033 1 Cell: 305-358-7878 Date: February 5, 2015 State of Florida County of Miami Dade Before me this day personally appeared Eric Hochman,who, being duly sworn, deposes and says: Acclivity Construction has been retained by the owner as the Contractor of record to perform renovations on the single family residence located at 1002 NE 105th Street in Miami Shores, FL 33138. Sworn to (or affirmed) and subscribed before me this day of ��'Ed�t`� ,2015,by Personally know OR Produced Identification Type of Identification Produced .` � CLAUDIA PATRICIA HOCHMAN n•: MY COMMISSION#FF1609p3 •••'''`°orr��"P-• EXPIRE S September 17,2018 (007)388-0153 FlorideNote Service.com Print,T or Stamp Name of Notary 3 v Miami Shores V iilage ♦S�oRFs Building Department ones ,,,,,PI 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ' oma Tel: (305) 795.2204p�O g W Fax: (305) 756.8972 114 Permit No: W S S-S4 Page 1 of 1 Structural Critique Sheet 0 1 t,i. - 1 - bZF— A)B I ?$ STOPPED REVIEW 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. Mehdi Asraf Miami shores Village �S�oRFs y Building Department .slip 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �d Tel: (305) 795.2204 OR Fax: (305) 756.8972 3Ilfi�IS Pa Permit No: to Page 1 of 1 Structural Critique Sheet n 0,4 1y - a ��310 t� - Ad STOPPED REVIEW 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. Mehdi Asraf MIAMI•DADE MIAi11I—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) t 1805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) myw.minmidade.2ov/economy PGT Industries,Inc. 1070 Technology Drive, Nokomis,F1.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shalt not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(hi Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SGD--770"Aluminum Sliding Glass Doors w/900& 1350 corners—L.M.I. APPROVAL DOCUMENT: Drawing No.PGTO130 (former PGT0002 Rev C),titled"Series 770 Alum. SGD— LM hnpact", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Renewal 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. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply Nvith 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,thenit sl e doneiniWeitirely. INSPE N: A copy of this entire NOA shall provided to the user by the manufacturer or its dis '' utors and shall be available for inspection at the job site at a request of the Building Official. T is NOA revises and renews NOA No. 14-0123.10 and consi is of these pages 1 and 2, and evidence ges E-1,E-2 and E-3,as well as approval document mentioned above. Th bmitted documentation was reviewed b D:Gascon,P.E. MIAMI•AAOE COUNTY NOA No.14-0128.11 Expiration Date: February 17,2020 .• ••: 4` �• •• Approval Date: February 12,2015 s�4k Page 1 . . .. . . . . ... . .. ... .. . . . .. r t ... . . . . . . . . . . . . ... . . . . . . . . . . . •• •• 00 • •• •• ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRANVINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and sealed by Lynn Miller,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,and TAS 202-94 along with marked—up drawings and installation diagram of aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL--7554, dated 11/01/13, signed and sealed by Marlin D.Brinson,P. E. (Submitted under previous NOA No. 14-0123.10) 2. 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, and TAS 202-94 along with marked—up drawings and installation diagram of aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.'s FTL-5980--R, FTL-6001—R and FTL---6015--R have been revised and reissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. (Submitted under previous NOA No. 09-0826.10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-0128.11 Expiration Date: February 17,2020 Approval Date: February 12,2015 . .. . . . . ... . ... . . . . ... . . . . . . . . . . . . . . ... ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5980, FTL-5993, FTL---6036, FTL-6001, FTL--6014, FTLr6015, FTL--6017, FT"023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036,all dated 08/10/09,signed and sealed by Julio Gonzales,P.E. (Submitted under previous NOA No. 09-0826.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to and complying with FBC 2010 and with FBC 5"' Edition (2014), prepared by manufacturer, dated 01/30/15, signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami--Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11--0624.02 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25111,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5''Edition (2014), issued by manufacture, dated 12/17/14, signed and sealed by Lynn Miller,P. E. 2. Statement letter of conformance and complying with FBC 2010, issued by manufacture, dated 01/24/14,signed and sealed by Lynn Miller,P.E. (Submitted unde►•previous NOA No. 14-012310) 3. Statement letter of no financial interest, issued by manufacture, dated 01/24/14, signed and sealed by Lynn Miller,P.E. (Subruitted under previoig NOA No. 14--0123.10) Jaime D.Gas o,P.E. Product Control Section Supervisor NOA No.14-0128.11 Expiration Date: February 17,2020 Approval Date: February 12,2015 .. ... .. . . . .. ... . . . . ... . . . . . . . . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL--7554, issued by Fenestration Testing Laboratory,Inc.,dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 14-0123.10) 5. Proposal issued by Product Control,dated 08/12/13, signed by Jaime D. Gascon,P. E. (Submitted under previous NOA No. 14-0123.10) 6. Laboratory compliance letter for Test Reports No.'s FTL-5980 R, FTL-6001-R and FTL--6015--R, reissued by Fenestration Testing Laboratory, Inc., all dated 12/29/09, signed and sealed by Julio Gonzales,P. E. (Subittitted tntder previous NOA No. 09-0826.10) 7. Laboratory compliance letter for Test Reports No.'s FTI -5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL--6015, FT"017, FTL-6023, FTL-6024, FTL---6025, FTL-6028, FT"031, FTL-6033 and FT"036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed by Julio Gonzales, P. R (Submitted under previous NOA No. 09-0826.10) 8. Proposals No.'s 09-0177, dated 03/17 & 31/09, 09-0177A, dated 05/07/09, 09--0177B, dated 06/09/09 and 09-0177C, dated 11/18/09, all issued by Product Control, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 09-0826.10) G. OTHERS 1. Notice of Acceptance No. 14-012310, issued to PGT Industries, Inc. for their Series "SGD-770 Aluminum Sliding Glass Doors w/ wo Reinforcements", approved on 02/06/14 and expiring on 02/17/15. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0128.11 Expiration Date: February 17,2020 Approval Date: February 12,2015 • • • . ••• • • • • ••• • • • •• •• 000 • •0 0• SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Frame MIR Edge MIR Group Anchor substrate Member Distance Errtbedrnent INCLUDING POCKETS & 900/1350 CORNERS Concrete(min.2.85 ksi) ee amb 1" Uva'_ GENERAL NOTES 1 1/4"Elco Ultracon Ungrouted CMU,(ASTM C•90) Jamb only 2-112" 1-114" 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. Grouted CMU ASTM C-90,min.2 ksi rout Jamb on 2-1/2" 1314' 2)DESIGN PRESSURES: 114"Elco 410 S.S. Concrete(min.3.35 ksl) Head/SIII/Jamb 1• 1314' A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 CreteFlez Ungrouted CMU,(ASTM G90) Jamb only 2-112' 1-114' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.Southern Pine SG=0.55 Head/8119Jamb 1" 1.395• 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114"Elco Ultracon Concrete(min.2.65 ksi) Headlslll 1" 1 1318" PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT Ungrouted CMU ASTM C-90 Jamb only 1" 1-114' "e WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA` #12,18.8 or 410 A.T.Southern Pine 55) Head/SIWJamb 1-318• BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. S.S.SMS, Aluminum,80833-T5-TV• Headl3ilUJemb W 3!8" 0.063• 4 SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 threads/In) Steel,A38• Head/SIIVJamb 318' 0.050' Steel Stud,A653 Gr.33" Heed/SIIVJamb 318" 0.0451" 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksi) Head/Sill/Jamb 1-112' 1318• NARROW JOINT SEALANT. 114'Elco 18.8 S.S. Ungrouted CMU,(ASTM G90) Jamb only 2' 1-1/4' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR Aggre-Gator Grouted CMU(ASTM 0&0,min.2 ksl grout) Jamb only 2• 2" WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southern Pine SG=0.55 Head/SIIVJamb 1' 1318" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Southern Pine(SG=0.55) Head/SIIUJamb 9/16" 1.318• 0:419 CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 4 #12,Steel SMS G5, Aluminum,6083-75• Head/SllllJamb 318' 0.083• + • •••• • 8)600R SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.11 lhreadsAn) Steel,A38• Head/SiltlJamb 318' 0.050• "•`� . ,FLORC)A BUILDING CODE,AS APPLICABLE. Steel Stud,A653 Gr.33' Head/S119Jamb 1 318--1 0.0451" •••••• TEST EPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. •+•••• a • RTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND '"`• TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •0:0:&* •••• •• *00000 '•P-HOOK INSTALLATION REQUIRES 2.693"MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ••••• • •000 OAMOHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. ••••• •••• •1t FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DAD COUNTY APPROVED ELCO • 00000" 0000` RS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQ IREMENTS. ease*:: • R OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 33��WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS NOA DRAWING MAP :0.00:`"` '�" 'IAu AILED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR G EATER.1X AND 2X BUCKS SHEET (V0HEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK D SIGN AND INSTALLATION IS THE ` "•• GENERAL NOTES.............1 0:9060 •••• ASPDNSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. � EXAMPLE CONFIGS..........2-3 • 0000• 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, 6-8 MAX.114"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OIC THE SILL THAT IS NOT TIGHT DESIGN PRESSURES.......12- 14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FE T PAPER OR MASTIC IS INSTALL DETAILS.............. REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ELEVATIONS..........S. .....155,,16 PANEL/SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18,19 PARTS LIST.......................20 Glans ,Type Description(Listed from Exterior to Interior) EXTRUSIONS.... ........21,22 03 7118'Laminated:(2)Lites of 3118'HS Glass Wth.090"PVB Intedayer PRODUCT RjMWGD ewnplG3A 9118'Laminated:(2)Utes of 114"HS Glass with.090'PVB Intedayer BWilding whfi the Florida ,{ G4 7118'Laminated:(2)Liles of 3118"HS Glass with.090'SG Intedayer DESIGN PRESSURE RATING IMPACT RATING Acceptance No 1 "r'/ SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL E np?t� ' 12 p G4A 9/18"Laminated:(2)Utes of 114"HS Glass with.090'SG Intedayer ' _i: SHEETS 6,7&8 MISSILE IMPACT RESISTANCE G5 1'Laminated LO.:3118"T Exterior Cap+318"Alr Space+7/18'Laminaled;(2)Utes of 3116'HS Glass with.090'PVB Intedayer G5A 1'Laminated LO.:1!4'T Exterior Cap+5118"Alr S rA+7/18'Laminated;(2)Lkea of 3116•HS Glees with.090'PVB Inteday'r sly•d nn r pvV f 1 ij l j j OB 1'Lamtnated I.G.:3/16'T Extedor Cap+318•A,r Space+7/16"Laminated;(2)Lkes of 3116•HS Glass with.090"SG Intedaye GLAZING NOTES: \�� p V •,.,,,•4f/� GOA 1'Laminated I.G.:1/4"T Exterior Cop+5/16'Alr S ce+7/18"Laminated; 2 Utes of 3118"HS Glass with.090"30 Inleriaye "ANN"=ANNEALED P? 'VICENSF '•�Ff>'i G7 7118"Laminated:(2)Lites of 3118•ANN Glass with.090•SG Intedayer "HS"=HEAT STRENGTHENED G7A 9/16"Laminated:(2)Lites of 114"ANN Glass vAlh.090'SG Intedayer "T"=TEMPERED No.58705 GO 1'Laminated I.G.:3118'T Extedor Cap+318"Air Space+7/18"Laminated;(2)Liles of 3118"ANN Glass vAth.090"SG interiayer "PVB"=DUPONT.090"BUTACITE PVB = GSA 1'Laminated LG.:1/4'T Extedor Cap+5/16"Alf Space+7118"Laminated;(2)Lites of 3118"ANN Glass with.090'SO Intedayer "SG"=DUPONT.090"SENTRYGLAS — i{,F`s: � •r Dow rrwwbr. o..ot••r 'p0`. STAT OF� C[�� R„ 10701151 GLooYDRIVE GENERAL NOTES AND MAP '. �t`5S, •..ZORIDP.•�G\? N.VENICE F131276 for ��ts/oNA� SERIES 7'70 ALUM.SGD-LM IMPACT /� II 1941}180.1800 s.rrnw,e r sew: ax,.c n.d„No. re"- 111 1 1 1 1 I I A.LYNN MILLER,P.E. ° JR °10 p" CERE OFAUTH.#2020 ® SGD-770 NTS 1 a 22 PGT0130 P.E.#58705 JR 10/10/14 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 A 13 CAN BE OXXXp. 3 PER TABLES 1-3 T\ �\ 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION I I OF ANY 2 STRAIGHT CONFIGURATIONS. I ¢ I Q MAX.UNIT J &y MAX.UNIT 9 1c o y 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT I'a HEIGHT f 1 I'a s PER TABLES 1-3 i PER TABLES 1-3 x € "X"=OPERABLE PANEL, "O"=INOPERABLE PANEL, �, I w "p"=POCKET POCKET I ti DETAIL LETTER -s\r-- "w"=WOOD OR METAL INSTALLATION 1�P�AN�E�L 2-PANEL ' •••• CONFIGURATIONS CONFIGURATIONS 1 CONCRETE INSTALLATION • SHEET NUMBER i••••i •••• •••• MAX.UNIT WIDTH • • • • • MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" •••••• DLO HEIGHT=DOOR UNIT HEIGHT-10.125" • •••• • • •N0�1.PANEL WIDTH NOM.PANEL WIDTH PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" •• • ••••OPER TABLES 1-3 PER TABLES 1-3 • • • I t ••••• • ••• ••••• IJc • • Jw Jc 3 19 1 1 ••••• •••• •••• 1 c 1 13 i••••s •••••• •••�IEIGHTIT cm-N 1 t3 1 19 1 jo%� MAX HEIGHTT 1 13 9 1 I � • • • ••PER TABLES 1-3 i w PER i w •••••• •••• •i••• i TABLES 1-3 • •••• •• • • • / / / POCKET POCKET I v� •••••• •••• • • If ---J •••• 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS 1 3 MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH Ac NOM.PANEL WIDTH rAwVAc1 PER TABLES 1-3 t3 PER TABLES 1-3 Jw Jc I as�plyb*with ft Florida 19 %,-14&14) I ¢ Building Code �} } I° MAX.UNIT AcceptenceNoS../-�t- MAX.UNIT 1 i Z Q'O HEIGHT 79 8 NOTE 6iMienOatt � f Q f c W& e / h PER / 2,Tests By...PER TABLES 1-3 i �' TABLES 1-3 SHEET. 11„ �Yldrfr� I � POCKET I � � EXTERIOR 3 \��\�.•'\,It;ENgF' 5-PANEL CONFIGURATIONS \� 1 CORNER,TYP. " No.58705 3 1 1 — (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) RwtdBy. Dees: Revi%n STATE <(/ 1070 TECHNOLOGY DRIVE EXAMPLE CONFIGURATIONS ;F ' •.FcoRIOP. N.VENICE,FL 94276 ter i Dow Rte.: (841}480 1800 SERIES 770 ALUM. SGD-LM IMPACT S��NA1.,\\ 0—ar. Wro: ch-wd aa: ® Q01"0 8a W' •"" 01WF°RP' W"` A.LYNN MILLER,P.E. JR f0/f0/14 CERT.OFAUIH.#28288 SGD•770 NTS 2 °122 PGT0130 P.E.t1597os EXAMPLE CONFIGURATIONS MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES: 355-7/16"@ 96"HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"Jw","Jc","Kw"OR"Kc"INSTALLATION. NOM.PANEL WIDTH �® EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION —1�r---i CAN BE OXXXp. J I 1 e 1s i 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT 1 I &o OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, 1 9 1 I�sd 96"OR 120" I ss � 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. I i a "X"=OPERABLE PANEL, E, POCKET i "O"=INOPERABLE PANEL, "p"=POCKET 6-PANEL CONFIGURATIONS DETAIL LETTER MAX.UNIT WIDTH V=WOOD OR METAL INSTALLATION 0000 "c"=CONCRETE INSTALLATION • • •••i ••NOM.PANEL WIDTH SHEET NUMBER 0000•• 13 1 • �• � PER TABLES 1-3 1 0000•• � —�\r---� • •••• •• • • 19 9 19 1 1G DLO WIDTH=NOM.PANEL WIDTH-7" ••••• I DLO HEIGHT=DOOR UNIT HEIGHT-10.125" • 1 13 PANEL HEIGHT=DOOR UNIT HEIGHT 1.866" 0000•• •• •• •• CIL 19 9 IZ4o • • • MAX.UNITLi 0000• • ••• 0000• 1 I � • • HEIGHT 1 i3 9 � 0000• �••••� 00••PER TABLES 1-3 • • 0000 ••0• 0000•• I / POCKET I� • • • 0000• jj� 0000•• 0000 •�••• � _s� __.� •• •••0 .. 7-PANEL CONFIGURATIONS • • • 1 3 0000•• 0000 • • 0000 MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 Jw i pRODUCTRENBWBD 1 13 1 I ¢ w complying with the Ro>Ids 1 a 19 19 1 q,p AuildCode MAX.UNIT 9 1 9 � HEIGHT 1 1 :' PER TABLES 1-3 / / / / / / / I x ►�' w MionsiDade 944dluo"l �POCKET J rn �\'��O•'•tGENSF''C�FQ�� 8-PANEL CONFIGURATIONS 1 13 1 1 — NO.58705 lav,esy ars NkK ur.e« %��• ST TE O •�\ f07oTECNNMOOYDRAIE EXAMPLE CONFIGURATIONS '��'�� '' FCORIOP• ' C9�� N.VENICE,FLse27b SERIES 770 ALUM.SGD-LM IMPACT �IONAk- Rwseer• aas IbHiaro: _ (9I1J 180.1800 ao w t s°"r BA""b p."tvm- RDs Y 11 1YNN I 11 1 JR x10/14 �m CERT.OFAUIN.#2WW ® SOD-770 NTS 3 a 22 PGTO130 A L P.E.#587 5 p E GLAZING DETAILS {G3, G3A, G4, G4A, G5 & G5A 7/16"NOM. 7/16"NOM. 1"NOW 3/16"HS GLASS--\ 3/16"HS GLASS 3/16"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 3/16"HS GLASS 74 3/16"HS GLASS 74 3/8"AIR SPACE 74 82 82 3/16"T GLASS lb 83 EXTERIOR 3/4"NOM. EXTERIOR 314"NOM. a GLASS GLASS 3G NOM. BITE 58 GLASS EXTERIOR BITE 80 80 a 79 ZD 54 54 55 0••• r!n • • • 0000 •• :"": • : 7/16" LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS,TYPE G5 i 0000• . '••• 00.00 9116"NOM. 1"NOM.9118"NOM. 3/16'HS GLASS • • 0000• 0000 0000 .090"PVB • • • 1/4"HS GLASS 1/4"HS GLASS � • • 0000 0000 "'••• 090"PVB AGLASS 3/16"HS GLASS • • • ••••• ' 1/4"HS GLASS 74 1745/16"AIR SPACE 74 •�•• 0000• 1/4"TGLASS >1 • 82 830009•• 0000 • ••••• 3/4"NOM. +4"NOM. 3/4"NOM. EXTERIOR GLASS EXTERGLASS 5BBITE BITE GLASS firBITE EXTERIOR 81 81 r 79 54 54 55 m complying wfll the Florida BuiMing Cade 4_0128. E� No �Da 9/16" LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS, T IPE G4A 1" LAMINATED I.G. GLASS,TYPE G5Ar IMIRMi Dade Pro&ict Colilrot \\\ GLAZING NOTES: ` 10�ONV LYNN ,, A "ANN"=ANNEALED "HS"=HEATSTRENGTHENED P> ,• ��cENSF' •.Fp "T"=TEMPERED '� No.58705 "PVB"=DUPONT.090"BUTACITE PVB "SG"=DUPONT.090"SENTRYGLAS t. RlAdW o try R"wro+. owapea. �- , 10707ECNNOLOGYORIVE GLAZING DETAILS :,0�•., nTE OF By. Dols: RMtlaluc CORIO P.•' N.VENICE FL 34275 Tft i �9 (041moa,5oo SERIES 770 ALUM.SGD-LM IMPACT �'�S`9/ONA\- °"""tti °'� a0d0a aw. ® a e-sk"t ae - '�""` a 22 D_ft rte. x I YP.E a ILL Ok.P.E. ra 1a1a�4 CERT.OFAUTN.a29M soa77o NTS 4 GLAZING DETAILS {G6, G6A, G7, G7A, G8 & G8A 1"NOM, 7/16"NOM. 1"NOM. 3/16"HS GLASS 3/16"ANN GLASS 3/16"ANN GLASS .090"SG .090"SG 3/16"HS GLASS .090"SG4V314" 3/16"ANN GLASS 3/8"AIR SPACE 74 3/16"ANN GLASS 3/8"AIR SPACE 74 3/16"T GLASS 3/16"T GLASS 82 83 83 EXTERIOR3/4"NOM. 3/4"NOM. 56 GLASS 56 GLASS BITE EXTERIOR BITE EXTERIOR a 80 79 79 55 54 55 • •••••' ••• "LAMINATED I.G. GLASS,TYPE G6 7/16" LAMINATED GLASS,TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 ...... . . . . ••••• : •••• :••:•• 1"NOM. 9/16"NOM. 1"NOM. ••• •• •••• •••• 3/16"HS GLASS 3/16"ANN GLASS • • ' ' .090"SG 1/4"ANN GLASS 090"SG • • • •••••• 3/16"HS GLASS 090"SG 3/16"ANN GLASS •••••• •••• ••i• ../16"AIR SPACE 74 1/4"ANN GLASS 74 5/16"AIR SPACE 74 '. ••• •• 114'T GLASS 1/4"T GLASS • • • 82 •••••• •••• • • 83 i 83 •••• 3/4"NOM. 3/4"NOM. EXTERIOR GLASS 3/4"NOM. 58 GLASS a ;BITE 58 GLASS BITE BITE EXTERIOR EXTERIOR 81 79 79 PRODUCT RENESWF.D 54 tb wmplying with the Florida 98 J[y 55 55 iCd /1 .kL8 Atxept.nc•No,i► yy 8>jpiratroInf _7 t�S 0 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS,TYPE G7A 1" LAMINATED I.G. GLASS,TYPE G8A BY `4 Miami Dole P uct onhv ON LYNN GLAZING NOTES: "ANN"=ANNEALED •. '��GENSF '•,`Q "HS"=HEAT STRENGTHENED .,T"=TEMPERED No.58705 =_ "PVB"=DUPONT.090"BUTACITE PVB "SG"=DUPONT.090"SENTRYGLAS R 6y.' !MIl: Rn•Imll: tleoorfprt.c 5 1070 TEcrrNaocrORivE GLAZING DETAILS �0��'•,F OTR N.VENICE,Fi 34275 ra": /ISS. •.......•.�`G�� a` Rr/.b (841)480.1800 SERIES 770 ALUM.SGD-LM IMPACT // UNAI- t srr.zmr corn ensx 4.•+vr+• R A.1414l�h�ILLf=h�P.E. JR 0110114 Da" CERT OFAUTN.#28288 ® SGD•77o NTS 5 a 22 PGT0130 P.E.#58705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(for all approved Maximum DP for all sizes:+601-60 Sill Height to Max.(+)DP configurations on Sheets 2&3) (Water Iniltration Rating) For comer astragal anchorage on 90"or 135°comer units,see sheet 11 (May be limited by Table 1A) Sill Riser Height Door Unit Height (Flat or Box,see (+)Design Table applies to Glass W W 96" Sheet 17) Pressure,psi Types 3,3A,5,5A,7,7A,8 69-7/8"DLO 73-7/8"DLO 79-718"DLO 7/8"DLO Flush-1-1/7' see note 3 &8A and the Stile/Astragal Anchor Group Anchor Group Anchor Group Anchor Group Low-2-117' +46 types shown below. 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 1 4 Medium-3-1/4" +6( .0 Head/SillC4+1 C4+1 + +1 C4+1 + + C4+1 C4+ +1 C4+1 +1 C4+1 +1 +1 C4+ Hi h-4" +80.0 24" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 39' DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 1 6+7 6+7 1 7+8 7+8 1 7+8 7+8 7+8 1 7+8! 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 a 39' DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 OH LENGTH Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 •••• 042" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 • P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+80 • ' •••• • •• Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 = 0 OH RATIO 21 •••••• • • ••••• 4>i/ DLO Jamb 8 8 8 8 8 8 8 1 8 1 8 1 8 1 8 1 8 1 8 1 8 8 8 O •••••• • • • • P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 •• • ;AV.CXAMPLE ON USING TABLE,SEE SHEET 7. • •••••• •• •• •• OH RATIO OH LENGTH ••••• •••• i•M(;�: OH HEIGHT ••••• •••• •1)FOSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. • '••••• •.J)•VgREN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS •'•••• 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= • • • •JAEfft 1A. NOM.PANEL WIDTH-7" """ •••• •9)',03-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST •• ••• OPI6Y BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= • BE U;ED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" •••••• •••• • •••••• ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. I DOOR UNIT HEIGHT-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTAL(_ED. Straight Astragal Lockstile @ 9b"Astragal Lockstile @ 135°Astragal Lockstile @ Interlock P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90°Astragal Assembly 135°Astragal PRODUCTUNHWED as comptybV with the Pbrlda.}Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Building Codd .lL.0=� 11-1 Standard Astragal Outside Corner Outside Inside EAecept No sry0 Corned CornerTIV ami dada fl{bpi}:). Inside \��Ct�� 1_YNN 4f i Corner Outside i Inside'Comer ] Corner .'��GENSF ' .F� Part#60(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) No.58705 Part#60(x2) Part#60 Part#60 Part#60 Part#118(Corner Parts#31&#32 Part#61 - Part#67(Astragal) Part#120(In.) e Receiver) (Corn.&Fxd Mount) i wweerz Dab.. Rmw• owvicexs %�o '., STATE of it/ am 10707ECHMOIOOYDRAS DPANDANCHORAGE N.VENICE,FL s4?76SS�ON�1 �• l�r}4sa{eoo SERIES 7700 ALUM.SGD-LM IMPACT '�,,,I t i t,\\ K.JR 51104 CERT.OFAUTH.N2 M ® 9Oo-770 NTS 6 a Z2 PGTO130 A.LYP.E.N 58 05 P.E. TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601 BO For corner astragal anchorage on 90'or 135•comer units,see sheet 11 (May be limited by Table 2A) Table applies to Glass TypesDoor Unit Height ,8A,7,TA, 8&8A � 84' W �" 102" 108' 114' 120' 4,4A,6 and the 6A I Astragal types 69-7/8"DLO 73.71W DLO 79-7/8"DLO 85.7/8'DLO 91-7/8"131-0 97-7/8"DLO 103-7/8'DLO 109.7/8'DLO Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor roup shown below. Anchor Group Anchor Group 1 2 314 1 213 4 1 213 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 ed/SII C4+ + +1 C4+1 C4+1 C4+ 04+1 C4+1 NO + 0 C4+1 C4+1 C4+ +1 +1 C4+1 + +1 C4+ +1 C4+1 C4+1 C4+1 + +1 C4+1 + +1 C4+1 04+1 + 24" D1LO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+87+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 H23' ead/Sill C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DLO Jamb 8 8 8 8 8 a 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P.hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10.9+10 9+10 9+1019+10 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 +1 C4+1 04+1 C4+1 Gt+1 C4+1 C4+1 C4+1 C4+t C4+1 04+1 NO C4+1 04+1 C4+1 C4+1 C4+1 38" 29" Head/Sill Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 1 8 10 10 10 10 10 10 10 10 10 10 JC-5+2 10 10 10 10 P-hook 6+76+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 ,7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 ai Head/Sill C4+1 04+1 C4+1 C4+1 C4+1 C4+1104+11 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C5+1 C5+1 a 4Y DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 to P-hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 Head/SIII C4+2 C4+2 C4+2 C4+2 C4+2 G+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 48" 41" Jamb 8 B 8 8 a 8 8 8 8 8 8 8 8 8 8 6 10 10 10 10 10 10 10 10 10 10 10 10 10 10DLO P hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 •••• Heat ll C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 04+2 • 64' O Jamb a 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 • • •••• • P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8 7+8 •••••• Not available In these sizes • • • •�,,,,22� He C4+2 C4+2 04+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+y!C4+2 04+2 + C5+2 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 • P•hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+87+8 7+8 + 7+8 •••••• •• ••NOTiES: EXAMPLE ON SHEET 9 ••••• i • 00* •• POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL, O DLO WIDTH= WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: NOM.PANEL WIDTH-7" •• ••••• •••• • aSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX SIII Height to Max.(+)DP • • •••• • OH LENGTH �-- DLO HEIGHT • = •••••• (1VEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) DOOR UNIT HEIGHT-10.125" • • :: so •:3�,3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" Sill Riser Height •••••• •••• ••666 IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design cD = • 0000 � (Flat or Box,see w QSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure,psi = 8 OH RATIO Z 1 PANEL HEIGHT DOOR UNIT HEIGHT-1.866" • •••. •AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);THIS CONDITION IS **so Flush-1-1/2" see note 3 O • . NOT RATED FOR WATER INFILTRATION. •••• 87 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-3-1/4" +60.0 1/21 +46. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-11. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH RATIO=OH LENGTH INSTALLED. SEE NOTES 1-3 OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @lamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ PgOnUCT tteNtsweD Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal as Domplyh%wlthdw Florida Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Healy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Build uryl Cidc J(� _� t� Inside Autplsnca No�.- G� Standard Astragal Outside Corner, , iO11��j I�Q Outside Corner I� Corner 777V daL N/v Inside_ \��`�QNY YA/M14 �� ' !F �� Inside Corner Corner Outside P 1c�NsF Q Corner Part#61(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) No.58705 Part#61(x2) Part#61 Part 461 part#67(Astragal) Part#61 Part#118(Corner Part#120(In.) Parts#31&#32 Part#61 Receiver) (Corn.&Fxd Mount) Rmdar. DOW D--"- ��(r�' S'4 ,�•,,, 10707Eo►#JOLooroRn4 DPANDANCHORAGE % '•.FtoRtol*.• '��, N.VENICE,FL&276 mz SERIES 770 ALUM. SGD-LM IMPACT S/0NAk-A.LYNN MRA E _ a r udae sd� s"""r a""r'oM` R''� P.E. �dnR 10/10/14 aw CERT.OFAUTH.MOM ® SGD-770 NTS 7 a 22 PGTO130 P.E.#58705 TABLE 3: TABLE 3A: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 90'or 135'corner units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Unit Height Sill Riser Height (+)Design Table applies to Glass Types 4,4A, 80" 84" e0" 96" 102" 108" (Flat or Box,see 6,6A,7,7A, 8&8A and the Stile/ 69-7/8 D /8"DLO 79.7/8 DLO 85-716"DLO -7/8"DLO 97-718 LO Sheet 17) Pressure,psf Astragal types shown below. Anchor Group Anchor Group Anchor roup Ane r Group AnchorGroup Anchor Group Flush-1-1/2" see note 3 1 2 1:L-4— 1 2 3 4 1 2 3 4 '1 2 3 4 1 2 3 4 1 2 3 4 Low-2-112' +46.67 Des Pressure +/-90.0 + s +• psfMedium-3-1/4' +60.0 24" 17" HeadlSPI C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1M8+9 High-4' +90.0 DLO Jamb 8 8 8 8 8 8 8 8 8 8 a 8 8 8 8 8 10 10 10 t0 10 10 10P-hook 6+7 6+7 6+7 6+7 7+$ 7+8 7+8 7+8 ', 7+8 7+8 7+8 +8 7+8 7+8 7+8 8+9 8+9 lF9 8+9 8+9 8+8 8+9 SEE NOTES 1-3 Desi Pressure +/--90,0 psf +/$2.5 psf +1-75.0 psf 30" 23" HeadISIII C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Q4+1 C4+1 04+1 C4+1 C4+1I C4+1 04+1 C4+1 C4+1 C4+i C4+1 C4+1 c DLO Jamb 8 8 8 8 8 6 8 8 8 8 8 8 8 $ 8 8 10 10 10 10 10 10 10 10 t! P-hook 6+7 1 6+7 1 6+7 1 6+7 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 L 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 8+9 18+9 8+8 8+9 8+9 1 8+9 8+9 8+9 Design Pressure +/-90.0 psf +/-82.5 pst +/-76.0 pat d 29" Head/Sill C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 04+2 C4+2'C4+1 C4+1 C5+2 C6+2 C4+1 C4+1 06+2 C5+2 04+1 C4+1 C6+1 C5+1 C4+1 C4+1 C5+1 C5+1 o. 38" OLD Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 8 10 10 10 10 10 10 10 10 P•hock 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+8 8+1 8+9 8+9 B+9 8+9 8+9 8+9 8+9 E Design Pressure +/-90.0Psf +/•82.5 psf +/-75.0 psf OH LENGTH 0:0* 35" HaadrSill C4+2 C4+2 04+2 C4+2 C4+2 04+2 C5+2 C6+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C5+2 C5+2 C6+2 • • •.•; 42" DLO Jamb 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 8 10 10 10 10 10 10 10 10 "`""`" • • P•hook 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+8 8+9 +9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 w �I •••••s Design Pressure +/,90.0 psf See Note A below. +1432.5 psi +/-75.0 psf = 8 OH RATIO 2 1 0"0` " �•p 41" HeadlSlll C4+2 C4+2 C5+2 C5+2104+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C5+2 C5+2105+21C6+2 C6+2 C5+2 C6+2 C6+2 C6+2 C6+2 C6+2196+21 M+2 •• • ••••7i" DLO Jamb 8 8 S 8 8 8 10 8 8 8 10 8 '8 8 10 8 10 10 10 10 10 10 10 10 O 0.0 0.0 •• • • P-hook 6+7 7+8 7+8 7+8 7+8 8+8 8+9 8+8 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 8+9 19+1019+10 9+10 8+9 9+10 9+10 8+10 ` " 5 JEXAMPLE ON USING TABLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6.6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7 0000• • ••• • • • UQ-ES• OH LENGTH 000.0 0000 . OH RATIO= 0 "9 0*0• �1)POCITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT :090% 2)*4HEN USING THE 2-112"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL;POSITIVE WATER NOM.PANEL WIDTH-7" • 1:Ile 1960.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES 0:090* •••• • WroWANGED).SEE TABLE 3A. DLO HEIGHT= • 0000 3).4;,3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND DOOR UNIT HEIGHT-10.125" • MUS'f ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN • • TABLt 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE QURRENT FLORIDA PANEL HEIGHT= ""•" BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock Straight Astragal Lockstile @ 90"Astragal Lockstile @ 135°Astragal Lockstile @ CT ReswcD P-hook Lockstile @ Jamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal W omptylnp wllh the Florida Heavy-duty stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Building Code �4 14 Hea du Astra atfl,28, Inside "e to 1� W' tY g Outsid�C Outside Corner corner t3y V Miami Dade Pr Q43tIQggij I!C:S :034 2DT, Corner outside `'��13`..LYNN..Aze Inside orner Corner P,•' Part#61(Stile) Part V61(Stile) Part#119(Out.) Part#61(Stile) � �r: � Part#61(x2) Part#fii Part#61 Part#61 Part#118(Corner Parts#31&#32 Part#61 No.58705 Part#68(Astragal) Part#120(In.) Corn.&Fxd Mount) - �AT Receiver) (R«,ar (oarc0 F " � f070TECHNa.00YDRNE PANDANCHORAGE % �'• FcoRi01N.VENICE,FL 30276 ''ERIES 770 ALUM. SGD—LM IMPACTeewA.LYNNILt�R,P.E. Dani' r'pab0 MWCERT.OFAUrH.O'2B29BR ® OD-770 NT.S 8 a 22 PGT 1130 PEA 58705 JR 10/10/14 NO FRAME 7+8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (7)P-HOOK ANCHORS, "ER MAX.UNIT WIDTH DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE"C5"CLUSTER SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 DETAILS,SHEET FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK POCKETS INTERLOC CLUSTER,SEE 24"MAX.O.C. THIS AND 60"NOM. DETAILS,SHEET 11 x x SHEET SEE POCKET 8 P-HOOK PANEL WIDTH ( ) r------- x x x x x x x WMAX. JAMB MOUNTING - -x x x f x x x x x x INSTALLATION, ADAPTER I V MAX• (oj x x Z-/ x x x x x x x x THIS SHEET i x x ANCHORS MIDWAY � � 0 3•MAX. &SHEET 14 BETWEEN P-HOOK i ®' I I 4 PAIRS OF y x ANCHORS ANCHORS&AT 3" i x=FRAME x \ FROM TOP& O i ANCHORS 96" (TOTAL 8 i 14• I o UNIT 21"MAX. ANCHORS) BOTTOM o N MAX.O.C. ' 0. HEIGHT O.C. PER JAMB 4.051" "MAX.TO OPENING 1 R 0 - 14"MAX.O.C. 0®=P-HOOK EDGE OF POCKET SEE a 0 ANCHORS x x� (SEE JAMB INSTALLATION i o¢ I®I DETAIL DETAILS'Jc'&'Kc', ' ISI Z O=P-HOOK BELOW) END PANEL SHEET 14&PART � I PU m MOUNTING x ANCHORAGE DETAILS'J'&'K', i 1 I I I O I 3"MAX. ADAPTER x 24"MAX. (2 ANCHORS) SHEET 19 FOR �--k®1 ANCHORS - 1 x x O.C. P-HOOK -_-- B"MAX. - x x 0:00 "+2" — — x X x x x", } END PANEL • • 6000 • • ANCHORAGE ANCHORS END PANEL _ , x r x r x xx xx x x x - xx xx x x' x x x W MAX. __JJ��--ANCHORAGE(SEE •••• •• ANCHORAGE x' x x x x x' �.+2° •+2" SKETCH BELOW) 0.0: (SEE SKETCH BELOW) .+2• •+2° •+2" ANCHORAGE ANCHORAGE •••••• • • CENTERLINE 8•MAX.,TYP. •• • •� •� OF PANEL( ANPHORAGE ANCHORAGE ANCHORAGE 2.04" • •••• •• ?•4;Mme(. EXAMPLE:5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXX/XXO,-EXT.MOUNT POCKET ANCHORAGE PLAN: • • 090. 60"x 96"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6 SPLICE NOTE: ••••• • ••• •• •• NON-STRUCTURAL •••+• •••• •• ANCHORAGE EXAMPLE NOTES: • • • l 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 ANCHORS MAY BE ADDED • • .••• •s• I AS NEEDED TO ALIGN THE •••••• 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1 3 SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE • • • •i •• I 21" —� OCCURS AT THE P-HOOK. ••••.. •••• •iwli CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM • • • , INTERLOCK APPROPRIATE TABLES,SHEETS 6-8 AT EACH INTERLOC AND STRAIGHT AND CORNER MAX, •• *000 WAN 4 ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OFA DITIONAL INTERMEDIATE O.C. •••... 0000 SEE ILS CLUSTER ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C. AXIMUM. s . SNIDTA DETAILS,SHEET 10 •*0• FOR INTERLOCK " '°°°""" ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY � 5.84" "+2"ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT 6"MAX. 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: c"7_, CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 2-TRACK OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. i ANCHOR PAIR ns co pjyt„g� ttsem a "+2"ANCHORAGE - REQUIRES SEE"C5"CLUSTER'. END PANEL 1}„ydingCode ,p rj CENTERLINE 1 CENTERLINE "CB"CLUSTER,SEE DETAILS,SHEET 10, ANCHORAGE AeceptenceNo �(Z • I DETAILS,SHEET 11 —OF FOR ASTRAGAL �OF (2 ANCHORS) 8• h. 'o" INTERLOCK ASTRAGAL _ �� i 4.051" h 3.5" AI MAX. 1< • •mmi D�dc • • • — •' •' `\��pNV LYNNCENTERLI . /<7 ' No.58705 EXTERIOR '[—OF PANEL 3E "+2"ANCHORAGE OF PANEL 4CENTERLIE "+2"ANCHORAGE OF PANEL 5CENTERLIE ; SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ltwsdBy. GNa RrArB+r: OF uewvfoeae . O STA ;• �: B" 1 70I rE NOOLO 6DRW ANCHORAGE SPACING&EXAMPLE PLANS CORIO, ` •� Tft Dw (041)460-1600 SERIES 770 ALUM. SGD-LM IMPACT � S9/ONAk-G _ s r..ncat 0-aW ` w 22 u*•w. PGT0130 w, A.L4fMP.E.058 05 P.E. D JR 1.0/10/14 Orn CERT.OFAUTH.An8766 ® SGO-770 NTS 9 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR 6"DIAG. I (FOR SPLICE I INTERLOCK SPLICE LOCATION 2.04" INTERLOCK--4—IF NEEDED INTERLOCK—, CONDITION,USE 'i—IF NEEDED 2.04" CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE I 1.75" EXT 6"DIAG. 3.5 1.75 " 7„ 7" „ 3.5" 21" LAG. "DIAG MAX. O.C. EXTERIOR 2.04" 2.04" 2.04" 21" 5.64" MAX. 7" 3.5" O.C. EXT�EIR,IOR E;3.5-i 7^ EXTERIOR 4"DIAG. 47 — EXTEERIOR v 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL t7 7 6"MAX. 2-TRACK FRAME HEAD/SILL 5.64" ASTRAGAL OR INTERLOCK Coil ASTRAGAL OR INTERLOCK 0_ASTRAGAL OR INTERLOCK — TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6"MAX ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR f4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK►�IF NEEDED INTERLOCK- CONDITION,USE INTERLOCK-`-['IF NEEDED 2.04" EXTERIOR ANCHOR PAIR •••• CENTERLINE I CENTERLINE 1 "C6"CLUSTER DETAIL) CENTERLINE 3.5" • 3.5" 3.5" 7" ANCHORS MAY BE INSTALLED • • •••• •• •••••• • •• EITHER IN THE EXT.OR INT. 21" •••••• • ••• 0 2.04" IMAX. TRACK(INT.SHOWN) 4"DIAG. O.C. •• • •:• • 4.08" 4.08" • I 2.04" •••s•• •• •• • 1 5.64" NOTES: • • • 1.ALL DIMENSIONS SHOWN ••••• • ••• ••• ••••• •••• •[INTERIOR EXTERIOR 4"DIAG. EXTERIOR • • 7„ 7" 3.5" ARE BASED ON MIN. • • •••• •• ,f L 1�l 3'5„ 6"MAX. ALLOWED. •••••• 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL • • • • ••• 0 ASTRAGAL OR INTERLOCK (0)-ASTRAGAL OR INTERLOCK (1-ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE •••••• •••• ••••• (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER F3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT •• •••i •• ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. •••••• '••• • FOR SPLICED •••••• ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II ASTRAGAL OR (FOR SPLICE CONDITIONS ONLY: INTERLOCK�IF NEEDED INTERLOCK�i (FOR SPLICE INTERLOCK-;I CONDITION,DO NOT CENTERLINE 1 CENTERLINE i CONDITION,USE CENTERLINE USE THIS DETAIL) SPLICE LOCATION 1.75" 'Cfi"CLUSTER DETAIL) Id IF NEEDED 3.5" 3.5,. 3.5" 3.5„ 7. 2.04" 4"DIAG. 2.04" [W2.04" m crnnplying wllA the Florida BuildingL 2.04" 5.37"DIAG. 4"DIAG. gimme _� - 4.08" P ` 4"DIAG. .04" Miemi DnAe PrALz � \� .... ..R EXTERIOR 7" EXTERIOR3.5" 3.5„ ` �� GENSF 4-TRACK FRAME HEAD/SILL ID 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (@_ASTRAGAL OR INTERLOCK (a7 ASTRAGAL OR INTERLOCK N0.68705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") — ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION _-O r�ilS rtmeer. D&W Ro Wk : STATE 1070 TECHNOLOGY DRIVE ANCHORAGE,EXAMPLE CLUSTERS ;'`�' •.F�oR10?.•`'\vG��; N.VENICE,FL 34276idr SS,/ONN- �sel�4aofeao �\\'\`l\ wiww—ted: SERIES 770 ALUM.SGD-LM IMPACT //,,11111,1` a r"+wac me ar u*'*u^a "" A.LYNN MILLER,P.E. SJR 0110/14 awakes o■w CERT.OFAUTH.#28284 ® SQD-770 NTS 10 a 22 PGT0130 P.E.#5870.5 2.04" 2.04" 2.04" INTERIOR 2.04" NOTES: INTERIOR • INTERIOR INTERIOR 7„ 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM 4"DIAG. 4"DIAL. 8'94" ALLOWED. 6.12" 6.12" 3.5" 3'S" 2.DETAILS DEPICT ANCHOR INTERIOR INTERIOR 7" INTERI 1 INTERIOR 1 QUANTITY AND SPACING, 90° k3. 90° 3. EXTERIOR „ AND WOULD BE IDENTICAL EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" 4" 3.5" 4" 3.5" 3 „ 4" EXTERIOR „+1"ANCHOR 2.04" EXTERIOR 2 04" 7" 2,04" EXTERIOR 4" 2.04" 7' EXTERIOR 6'94" 90°CORNER 90°CORNER 135° ORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL II-- CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OF PANEL ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,"C6") 4.08" "+2"ANCHOR INTERIOR EXTERIOR INTERIOR 4.08" "+1"ANCHOR 4" 2'A34.5" 4"DIAG. •9 9• 3.5" INTERIOR 7.41" • INTERIOR 135° 1 • • 0000 0•• •• 90° 7" I _ CENTERLINE •••••• • EXTERIOR ]~OF PANEL •.•.•; ' 3 I 3.5" "+3"ANCHOR 0000•• • • • • • •:•04A8" 4.08" 7" • 5.37" AG. 5.37" AG. •••••• •• 0• • CENTERLINE 0 OF PANEL 2'04" 4"DIAG. 0000• • ••• 0000• 4" 3.5" 4 ° •• •• • ....• EXTERIOR 3.51,7" EXTERIOR 7" 4" INTERIOR L "+2"ANCHOR 3.5" XTERIOR 7„ • • *000 •••• 90°CORNER 135°CORNER n VIEWS CENTERLINE 9••090 v • • • 09000 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL �—OF PANEL •••••• 0:0* 0 i••9 ("C6"ANCHOR CLUSTER REQUIRED ("CS"ANCHOR CLUSTER REQUIRED 2-TRACK FRAME HEAD/SILL •• 0 0 0 0 AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. INTERMEDIATE ANCHOR LAYOUT •09900 0009 • • 6.12" • • INTERIOR INTERIOR 2.04" 000* 2.04" 3.5" 12 ��OF NTERLINE 4„ EXTERIOR 5.88•, PANEL INTERIOR INTERIOR 90° 3.5" 135° "+3"ANCHOR 4" 7" 2.04" ° PRODUCT RgNElWED 7 1 •a mnig*g wllh the Florida 3.5" Sui,dirgCode 4_ 1 6.12" 4"DIAG. 6.12" G 4.08" Ecocptsnce No 7" EXTERIOR Imp \rami[lade 2.04" 4- 4"DIAG. 3.5" l �� i EXTERIOR 7" EXTERIOR 4" 2.04" CENTERLINE ``�� pN( �YNN 90°CORNER 135°CORNER �OFPANEL �••'��GLNSF '•.F� 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 1r ("C8"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT _ No.58705 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) rr gg2-` w»asy Delo: Re rom C 5l ATL4F �w 1070TECHNOLOGYMNE ANCHORAGE,EXAMPLE CLUSTERS '��'' F CORIOP•'',�� 0.k N.VENICE,FL 34276 SERIES 770 ALUM. SGD-LM IMPACT �!EW SS/CNA\-�� le4IM80.1wo 1 ssa..0 lot td.: sne�et e^+"v"�' RN A.LJrSrG F�ILI��,P.E. 0—or. Deb: Qod d D.W. JR 10/10/14 CERT.OFAUTH.x28288 30D 770 NTS 11 d 22 PGT0190 P.E.#58705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE *S.EE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"* 2-1/16"* 2-1/16.1. NOTES: EXTERIOR 1/4" 1/4" 1/4" 1.ALL DIMENSIONS a MAX MAX. MAX. SHOWN ARE BASED o SHIM EXTERIOR o SHIM EXTERIOR SHIM ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: SUBSTRATES MAYBE SEE TABLE A, USED FOR ALL FRAME SHEET1 TYPES PER TABLE A, 2X WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR NCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOk NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 *DIAGONAL O.C.IS e2-TRACK FRAME HEAD Ila 3-TRACK FRAME HEAD ®4-TRACK FRAME HEAD MIN 4"(HEAD&SILL) WOOD INSTALLATION ew WOOD INSTALLATION Cw METAL INSTALLATION OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND •••• NOTE 5,SHEETNOTE 5, NOTE 5, THE METAL SUBSTRATE • �1/4"MAX.) SHEET 1 1 SHEET 1 1 ^. :.:. :- .. (114"MAX.) (114"MAX. ••••e e •e••• e EXT f EXTERIOR EXTERIOR EMBEDMENT:SEE • a a a TABLE A,SHEET 1 •• e •••••• 2-1/16"* 2-1/16"* 2-1/16" EDGE DISTANCE: • : • ••• • EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET 1 ••••• • ••• ••••• SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 ••••• •••• •••• EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 • • • • • •••• •••• 2-TRACK FRAME SILL ®3-TRACK FRAME SILL ®4-TRACK FRAME SILL • • ••••• Dw WOOD INSTALLATION Ew WOOD INSTALLATION Fw METAL INSTALLATION • •••••• •••• ••••• • e EMBEDMENT:SEE • •••• •• • • • TABLE A,SHEET 1 •••••• •••• • • EDGE DISTANCE: • • EMBEDMENT:SEE SEE TABLE A, • • TABLE A,SHEET 1 SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, METAL TYP., TABLE A,SHEET 1 SHEAT 1 SEE ANCHOR 2X WOOD EDGE DISTANCE: 2X WOOD NOTE 4,SHEET 1 SEE TABLE A, TYP.,SEE ANCHOR TYP.,SEE ANCHOR PRODUC7'KFNBWBD SHEET 1 2-1/16"` aswaloft NOTE 3,SHEET 1 NOTE 3,SHEET 1 fdbV Co �a• e SMS ANCHOR TYP., 9uilein8 Cae• SEE ANCHOR NOTES Aceeptmroe No � $. 2-1/16"' &TABLE A,SHEET 1 Ex ' on to WOOD ANCHOR TYP., WOOD ANCHOR TYP., MIN.OF 3 r SEE ANCHOR NOTES SEE ANCHOR NOTES THREADS &TABLE A,SHEET 1 O &TABLE A,SHEET 1 BEYOND THE \�� LYNN �// EXTERIOR EXTERIOR METAL �� pC� ,.... (e4' EXTERIOR SUBSTRATE ��.•'��GENS� ' FP �j 1/4"MAX.SHIM Imo— 114"MAX.SHIM >� 1/4"MAX.SHIM No.58705 _ 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB �r- Gw WOOD INSTALLATION KHw WOOD INSTALLATION Iw METAL INSTALLATION Rrad6r. ow.: FSN.bnc o.wfre- 1070TECHNOLOGrDRIVE ANCHORAGE DETAILS STATE O( j N.VENICE FL 94276 t•z Vaalts41>�eal600 SERIES 770 ALUM_SGD-LM IMPACT ;5,`S/ONA1 F F.rtu7,kd[ � arr.t °""^o^e wr. A.L/lI1�NMlll�lZ;P.E. A JR >'a10/14 DowCERT.OFAUTH.A�2 M ® SGD-770 NTS 1.2 a 22 PGTO130 P.E.gb870.5 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED PER TABLE TABLE A,SHEET 1 A,SHEET 1 "IXCONCRETE /16"* PER TABLE 2.7/16"* PER TABLE 2_1/16"* ON MIN.ALLOWED. A,SHEET 1 A,SHEET 1 yr 1/4„ 'DIAGONAL O.C.IS EXTERIOR i SHIM OR 6"(JAMB)SEE ILL) DETAILS,SHEETS EMBEDMENT: 1/4 EXTERIOR 1/4 EXTERIORSEE TABLE A, MAX. MAX. 0&11. SHEET1SHIM SHIM PROPERLY SANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK ., EE EE CHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD ga 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 •••o SEE ANCHOR SEE ANCHOR SEE ANCHOR • NOTE 5,SHEET NOTE 5, NOTE 5, •o o' •1'(1/4"MAX.) SHEET 1� SHEET 1� •••••• 1/4"MAX. • • • • • 1 (114"MAX.) ( ) •• ••• • XTERIOR EXTERIOR EXTERIOR • • •'•" CONCRETE • 2-1/16"* �2-1/16"' PER TABLE •••••• •• •• •• � 2-1/16"' � ••"• • •'•• ••••• EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 •••o•• •••• •••• SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 --�[ PER TABLE SEE TABLE A,SHEET 1 • . '•..•' ••••' EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 •••••• • • • 4 ••••• 2-TRACK FRAME SILL ja 3-TRACK FRAME SILL 4-TRACK FRAME SILL •• •••••• • •• • •••• Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALL • • • ABLE A,SHEETS •o • �I •••••• •••• • • EDGE DISTANCE: • • EMBEDMENT:SEE SEE TABLE A, •••• TABLE A,SHEET 1 --I SHEET 1 EDGE DISTANCE: PROPERLY SECURED EMBEDMENT:SEE SEE TABLE A, 1X WOOD BUCK TYP., TABLE A,SHEET 1 �I SHEET 1 SEE ANCHOR NOTE 3, PROPERLY SECURED EDGE DISTANCE: PROPERLY SECURED SHEET1 SEE TABLE A, PR � 1X WOOD BUCK TYP., 1X WOOD BUCK TYP., M� SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 3, CONC./CMU ANCHOR 2-1/16"' `�M�� SHEET 1 SHEET 1 TYP.,SEE ANCHOR No CONC./CMU ANCHOR2-1/16"' 2-1/16", NOTES&TABLE A, ,�trali�onpater�7f '7 20 TYP.,SEE ANCHOR CONC./CMU ANCHOR SHEET 1 CONCRETE NOTES&TABLE A, TYP.,SEE ANCHOR OR CMU IlRlnl�� SHEET 1 CONCRETE NOTES&TABLE A, EXTERIOR PER TABLE \��`ONI EXTERIORI OR CMU EXTERIOR SHEET 1 CONCRETE A,SHEET 1 \ ��`�`.,•��OENSF P �1/4"MAX.SHIM 1�— PER TABLE ` OR CMU cc.• "51/4"MAX.SHIM — PER TABLE r Nc.58705 A,SHEET 1 A,SHEET 1 1/4"MAX.SHIM _ 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB (1-� Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION !c CONCRETE/CMU INSTALLATION -'v '• t 3 S;' D w pr,, '•pO STATE OF 10707ECHNOLOGYDRIVE ANCHORAGE DETAILS %'��.'• FCOR�OP.•,'�'`0 R" '�• N.VENICE,FL 34276 m► '�� SS•••.•.•.• �\ �,,�,� SERIES 770 ALUM. SGD-LM IMPACT �//� /01NM-��` a.b.%k&t s — u.»`•r+a as. A.LYNN MILLER,P.E. JR 10110/14 CERT.OFAUiH.N28298 8GD-770 NTS13 d 22 PGT0130 P.E.#58705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WATER SHEET ARE FOR WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER INFILTRATION CONC.lCMU ILLUSTRATIVE ® o WOOD ANCHOR TYP., ANCHOR TYP.,SEE PURPOSES ONLY.SEE SEE ANCHOR NOTES 26 ANCHOR NOTES& TABLE A,SHEET 1 FOR EMBEDMENT: &TABLE A,SHEET 1 ALL APPROVED SEE TABLE A, (ALSO SEE TYP. TABLE A,SHEET 1 SUBSTRATES. SHEET 1 28 ILLUSTRATION,SHEET 9) 1 1/4"MIN.EDGE DISTANCE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, EDGE TABLE A,SHEET 1 EMBEDMENT: a 28 � SHEETS 6 8 FOR SEE TABLE A, P-HOOK MOUNTING REQUIRED P HOOK 28 SHEET 1 ', ADAPTER CONC./CMU AND P-HOOK EXTERIOR MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., J-L ANCHOR TYP.,SEE SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE LE EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. CMU PER TABLE TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. 2DGE MIN. A,SHEET 1 ILLUSTRATION,SHEET 9) •••• ILLUSTRATION,SHEET 9) EDGE DISTANCE • P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH FLAT SILL RISERS •• • • •• • PARTS#18,#20,#22 OR#24, Jc PARTS#18 #20,#22 OR#24, •••••• 0 • 0 • WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, • • •i•• (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN ' FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION •+0000 •• •• •• ••�:' ' "' ""' METAL TYP., P-HOOK MOUNTING '•••• •••• •••• SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE ADAPTER CONC./CMU 000000 EMBEDMENT:SEE CONCRETE OR • • ••AIO*1'E 4,SHEET 1; ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP.,SEE :900% TABLE A,SHEET 1 CMU PER TABLE 0 •UK PF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE 0 00•• •• BEYOND THE METAL ANCHOR NOTES A,SHEET 1 0 •• 0000• • • SUBSTRATE &TABLE A,SHEET 1 (ALSO SEE TYP. r— ED (ALSO SEE TYP_ EMBEDMENT: ILLUSTRATION,SHEET 9) •• ��•� 0000 SEE TABLE ' 000000 •••• • • ILLUSTRATION, 2� '0000• EMBEDMENT: SHEETS) SHEET1 r Y ' SEE TABLE A, DISTANCE:SEE SHEET 1 TABLE A,SHEET 1 1-114"MIN.EDGE DISTANCE 30 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR SEE ANCHOR NOTES ANCHOR TYP.,SEE 3� 13 ascomvlytos B bilA• &TABLE A,SHEET 1 ANCHOR NOTES&TABLE Buildln8Cod0 _a (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. Exx ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) Miami Dada Pr(�ipCtlQddlJq � dfih P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR Kc PARTS# 9 #21S#23 OR#E WITH OX SILL RISERS \�\\ ONV DENSE'/(�FQ Kw PARTS#19,#21.#23 OR#25, ••• METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A N0 58705 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY – o3, z.. rt..aae� ow: rosaw 0--oft. :�O'. SASE \��\ Rm7o7ECHNocoorowve ANCHORAGE DETAILS 'NC�; N.VENICE FL 34276 /OW- SERIES SERIES 770 ALUM. SGD-LM IMPACT lass/43ateoo ar..+aa,e ++0/N. w,< A.LYNN MILLER,P.E. 01Mnw. POW a0doidBY Doc CERT.OFAUTH.#29M ® SGD-770 NTS 14 w 22 PGTO130 P.E.#58705 JR 10/10/14 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL'A', DLO TYP.PER TABLES 1-3 INTERIOR SHEET 18;INSTALLATION WIDTH DETAILS'AW&'Ac',� EXTERIOR ' SHEETS 12&13 90° PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAII'N2', TYPE 'QS' 'AS' TYPE SHEET 19&CORNER 'A' NOM. MAX.UNIT'K' ANCHORAGE SHEET 11 MAX. I PANEL MAX. HEIGHT INTERLOCK DETAIL PANEL WIDTH TYP. DLO PER 'M',SHEET 19 HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLE.., p S 1-3 , 1-3 MB DETAIL'G&,SHEET XLE� x 18;INSTALLATION DETAILS X X 'GW&'Gc',SHEETS 12&13 •••••• • • 900 ••.•• ' ' SILL DETAIL'D',SHEET 18; •;•••• INSTALLATION DETAILS EXAMPLE: 90° INSIDE CORNER,4 PANELS 00X/XX • • • ••••• 'Dw'&'Dc',SHEETS 12&13 ••••• �••••� ••••• SILICONE • ' "" •••• BY OTHERS i�0•0i • ••••• DLO WIDTH NOM.PANEL WIDTH-7" • •••••• •••• ••••• DLO HEIGHT=DOOR UNIT HEIGHT-10.125" • • PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" • ' #8 X 1" •••••• •••• • • PHSMS PH SMS RODUC'r RENRVMD is complying WId1 dw Florida wlding Codc PANEL CORNER FRAME CORNER "'""'o°No DETAILDETAIL liumi Dade Kd&kto I,, NOTES 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. ��cENSF •. p PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. No.58705 x '" 2)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. _ 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. / R"war. Dow Rr/ft� N70T H YFL 34276 RnIE ANCHORAGE DETAILS/EXAMPLE ELEVATIONVEA ;,��`S,;s/'��oF�tDP�c�C��: rsrlNso-,6o0 SERIES 770 ALUM.SGD-LM IMPACT �''�'III I I awauoar sow A.LYNN MILLER,P.E. 0 a 7x10/!4 �� • CERT.OFAIl7Fl.A28188 ® 800.770 A 15 a Z2 PGTO130 P.E.#58705 CON FIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15 ��'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; '~ —INSTALLATION DETAILS'Gw&'Gc',SHEETS 12&13 HEADER DETAIL'A',SHEET 18; MAX. IXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A',SHEET DLO JAMB DETAIL'G3',SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'Aw &'Ac', WIDTH 18;INSTALLATION DETAILS DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw&'Ad,SHEETS 12&13 7 SHEETS 12&13 TYP. �'G, '&'Ge,SHEETS 12&13 SHEETS 12&13 ( , 90° EXTE IOR INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE 'M',SHEET 19 'R' 'L' 'D' A' TYPE TYPE MAX. ' MAX. A, ICS' 'pS' K NOM. 90°OUTSIDE CORNER / / / UNIT / UNIT DETAIL'N1',SHEET 19& PANEL 1 HEIGHT SILL DETAIL NOM. / HEIGHT CORNERANCHORAGE / WIDTH TYP. PER 'D',SHEET / PANEL / PER WIDTH TYP. TABLES MAX. PER SEE TABLES 18; MAX. / SEE SHEET 11 DLO TABLES 1-3 NOTE 2, 1-3 INSTALL Ul0 PER NOTE 211-3 INTERIOR HEIGHT SHEET 15 HEIGHT TABLES 1-3 SHEET 15 DETAILScl 'DW'&'De, EXTERIOR O j( X X SHEETS , a NOM.PANEL X WIDTH TYP. •••• ( &13 X X X PER TABLES 1-3 i•••• MAX.UNIT WIDTH MAX.UNIT WIDTH i •••• • •• E FRAME& "•'•' P44EL CORNER SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH "••" ' ' EXAMPLE: OXXX INSTALLATION DETAILS • • CONSTRUCTION •aE'fAILS SHEET 15 2-TRACK 'DW&'De,SHEETS 12&13 EXAMPLE: 90° OUTSIDE CORNER-)O(/XX(2-TRACK) •• • • 0:0 :00 •••• •• •• •• JAMB DETAIL'11',SHEET 18; ••0•• •••• ••i•• ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'iW& 00000 0000 0000 1 L2,SHEETI9� , • • "1 INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS 12&13—\ • 0 •••• 43 ••• u HEADER DETAIL 1 •00.0• • • • 'B',SHEET 18; 0 9/tN1B DETAIL'N2',SHEET P-HOOK DETAIL'J'&'K',SHEET 'JHEADER DETAIL'C',SHEET •••••• •••• 0•#814NSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB LS 1w- '12',SHEET 18;INSTALLATION DETAILS'Bw'&'Bc', DETAILS &'Ic',SHEETS 12&13 18;INSTALLATION DETAILS • •••: 0�"p+v&'He,SHEETS 12&13 'Jc','Kw'&'Kc',SHEET 14 SHEETS 12&13 'C%V&'Cc',SHEETS 12&13 0'6600 • • MAX.UNIT WIDTH 000000 MAX.UNIT WIDTH _ •••• _-- i , PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE I TYPE TYPE TYPE TYPE ,R, ,L, ,M, ,F, I ,M, ,F, 'F' .P. I MAX. MAX.UNIT NOM. NOM. UNIT ItODUCI'RENF HEIGHT PANEL °z PANEL HEIGHT rnmptyirylwldrtheFlorida PER WIDTH TYP. ¢ I / / I WIDTH TYP. / PER uitdingCoda TABLES MAX./ /SEE PER / s�s I SEE MAX• PER TABLES �Iu"�"N a �• 1-3 DLO NOTE 2, TABLES 1-3 a j OTE 2, DLO TABLES 13 1-3 C2o HEIGHT SHEET 15 N i SHEET 15 HEIGHT &- I � � � Miami Dade Prod C,onhol LLZ— O X X X i X X X O ��O�x( 1 YNN 41, j ��,---V N (tc i I � ' EXAMPLE: OXXXp SILL DETAIL'S',SHEET 18;�✓ EXAMPLE:XXXO SILL DETAIL-F-,SHEET 18; No.58105 (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS} INSTALLATION DETAILS _ �` .�-._ .Ewe&'Ee,SHEETS 12&13 'Fw&'Fc',SHEETS 12&13 ;.p'• j I �r� w.•eer nwe RwxAw: STATE , • 1070 TECHHOLOGYDRTVE ?ffo EXAMPLE ELEVATIONSDow %T ' •,F(.OR10?•' C9 �N.VE��600 FL SERIES 770 ALUM.SGD-LM IMPACT ;�;S�ONA\-- _ se,wnbeet sorr g^°°a a—ft� RI- A.LY�tS ku R,P.E. SJR 10/10H4 a va ow CERT.OFAUTH.#29M SOD-770 NT$ 16 d 22 PGTO130 P.E.#58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER TYPES OUT IN STILE W/HANDLE BOX OUT BOX IN W1 HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDL#E18 RECEIVER W/HANDLLE31 W/HANDLE _� #120 #119 #81 #118 481 1161 "1 #61 SINGLE INTERLOCK � F PP K L TR TQ TC TA TV TW OUT MDXaM 1 11 SINGLE B E P A C C /C SQ SC SA INTERLOCK SV SW IN (eoxour (eoxun FIXED STILE RR R S S FD FC FV FW 9loxom PDX" LOCKSTILE W/HANDLE * D M J J m om (B W ASTRAGAL d ��IIII��BOX OUT LR PANEL NOTES: ` W/HANDLE (soxour) 1.SEE OP TABLES 1-3,SHEETS 8-8 FOR PANEL •••• jr ASTRAGALR IfA 1 SIZES&DESIGN PRESSURE. • • •••: Box IN IN LEFT 4INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF •••••• W *V/HANDLE • • • J PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS •••••• EXTERIOR .•.... • . •ASTRAGAL � T U STILE STILE AND ARE NOT AVAILABLE. • • • Box our ( r•oxovn 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES • (#61),CORNER RECEIVER(#118)AND EITHER 0:000* •• ••ASTRAGAL T / PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER BOX IN I tJ APPLICABLE STILI/ASTRAGAL REQUIREMENTS. • • ASTRAGALS. 0:0 ••• • ••• • am" (BOX mo 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES ••••• •••• • •INT CORNER RT Cl • • 000060 ` e 10 LOCKSTILE (#61)AND CORNER ADDON(#31). :0000: W/HANDLE#120 t►— .232" �• SILL RISERS OPTIONS XT CORNER .232" •••••• •••• •gOLOCKSTILE •• •••• • W/HANDLE#17 Q .232" EXTERIOR ry •232• EXTERIOR .062' • +" EXT CORNER#61 EXTERIOR '��—y� EXTERIOR .062" 4.055" •••••• •••• 0 RECEIVER� //C��T //CSC ��I� .062" 3.305' ••• •• W/HANDLE #11' Sv V V V 2.555' INT CORNER#61 1.567" I 90 RECEIVER A T AS DF 062" i W/HANDLE EXT CORNER #118 /'� (,1SILL RISER,FLAT' SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVER SZ CF FLUSH,1-1/2" 20 LOW,2-1/2" 22 MEDIUM,3-1/4" 24 HIGH,4" #81 EXT CORNER #31 .750' r— 750"ns C=plyLtB�*j�FloriM 135 RECEIVER VT VS VF EXTERIOR BoildingCodo W/HANDLE #61 7S0' �L 062'Acoeptenco NotA� #31 EXTERIOR EXTERIOR EXTERIOR 062" �+ 4 F �Ipn.Dgta Ft 2rj 1NT 35 RECEIVER WT WV WF a� 906" .062" 4.055" \. W/HANDLE #61 3.305" +Q Mi unl l)w!e Pr. 4Y I .082' 2.555" 1.567" LYNN klj/, —1 ��i`Z`� •'' ENS '•�� OSILL RISER,BOX I' O SILL RISER,BOX O SILL RISER,BOX O SILL RISER,BOX �t 19` FLUSH,1-1/2" 21 LOW,2-1/2" 23 MEDIUM,3-1/4" 25 HIGH,4" t< No.58705 NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 Rawer. Dree ne wa•: i MATE OF R 1070TECH HOLOGYDRNEFff PANEL TYPES =0,�.• •. F1 oRlo;' N.VENICE,FL 31276res i ori �4}}4�,� SERIES 770 ALUM.SGD-LM IMPACT 0.6: arwrAlbee[ sar+ &rat p"wnN° rr r. A.LYW✓vIILMA,P.E. &— 1.0/iQ/14 QWmd Doa. CERT.OFAUTH.#79M SOD 770 NTS 17 «22 PGTO130 P.E.#58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) OR 61 105 106 FULL PANEL JAMB LENGTH 80 FULLLEN LOCK PART 17 * 14 106 OF JAMB GTH 5 14 60 OR 81 75&107-11 80 OR et ULL ® 60 OR 61 2-TRACK JAMB 16 5 G1 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 6"LONG CLIP#105 WITH FOR FJED 113 105 @ OPERABLE LOCK PART W/RETAINER#106 PANEL MI (SHOWN WITH PANEL) 80 75&107-11 FIXED PANEL TO LOCK PART SEE DETAIL G2 5 THE INTERIOR} EXTERIOR 103 113 76&107-11 103 FOR FIXED 103 80 OR 61 1I,EXTERIOR PANEL CLIP 14 v 15 5 ® 112 ® 16 123 FULL LENGTH G2 40 G4 60 OR 61 #10 X 3/4' OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR EXTERIOR SMS,X 3 CLIP#80 OR#105 51 52 W/SCREEN 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB •:•• Q° 80 (SHOWN WITH ®(SHOWN WITH H2(SHOWN WITH 11(SHOWN WITH ®(SHOWN WITH • • •••• M�D>SPAN FIXED PANEL TO H1 OPERABLE PANEL) 112 FIXED PANEL TO 11 FIXED PANEL TO 12 OPERABLE PANEL) 0000•• . • • • [1 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) •••••• yEXTERIOR EXTERIOR 0000•• • • • �/ lu • • ..•.• 2 • 0000•• •• •• •• 0000. 0000 ••�•• 112 1 3 4 0000• 000000 00000 45 5 113 5 113 5 i0000i •00• •00• 52 51 • 0 • ••••• EXTERIOR 69 EXTERIOR ...0•• •0 0. 0 0 0:EXTERIOR 53 a a 0 0 •. 0000 •..• GI 0.000. 0.00 . • • • SHOWN WITH 2-TRACK W/SCREEN E 3-TRACK 4-TRACK MAX.UNIT 0000 A OPT.SCREEN ®FRAME HEAD KP FRAME HEAD C FRAME HEAD HEIGHT PER TRACK TABLES 1-3 VL 53 69 69 69 52 51 EXTERIOR EXTERIOR 72 OR 73 a 72 OR 73 a 72 OR 73 RODUcT RENBWED 46 11 as mnplying wlih the Florida 113 9 10 Building Coda i( rfQ 11 11 Accept•ne6 No 48 47 p g EXTERIOR 112 5 113 113 ,___- \ a 5 5 I-Aitmi DIM P(OO CPPIT LYNN 2-TRACK W/SCREEN 3-TRACK 4-TRACK r ��cENsF Q FRAME SILL FRAME SILL FRAME SILL NO,58705 �Y ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES _ --•-�- 1-3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. 1� CU Raw ay. Daae Rswrmr D--W- -� S ATE �7 1070TECHHo�oorDRrv� VERTICAL SECTION DETAILS %�� '• F(pRIOP.•' C��` (94VE� 1�34Y75 SERIES 770 ALUM.SGD-LM IMPACT �M. `sION �- R. Bim. 4..+0 N ,� weK Ly$ekaa wm A.LYNN M�L��,P.E. JR 10/10114 CERT.OFAUTH.a<2BT86 SOD-770 NTS 19 a 22 PGT0130 P.E.q 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61 113 118 28 Y8 7 30 11 113 ]J 27 83 27 B3 103 28 62 111 63 60 OR 61 60 OR 61 60 OR 61 65 29 14 29 120 5 85 65 EXTERIOR 111 62 2 y EXTERIOR 111 82 90° EXTERIOR v EXTERIOR INTERIOR EXTERIOR P-HOOK FOR FLAT SILLS E P-HOOK FOR BOX SILLS �j (� INTERIOR 15 Q (EXT.OR INT.MOUNT) �EXT.MOUNT ONLY `r 90° `r C� 7 LOCK PART 60 OR 61 76&107 R11 L75�s 107-Rt 1 st 7s a 10,-11 5 ®INTERLOCK M 14 6666 113 • • • 6666 •• 5 6666•• 0 • 80 60 61 81 118 { • • 6666•• • • 113 113 ' 11 •••••• 0 • 1 y4EXTERIOR EXTERIOR • •�/• 113 103 119 EXTERIOR 7 • • 6 0.0 0 67 68 • •••000 0• •• •• • • • STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#88 90°OUTSIDE CORNER E 90°INSIDE CORNER •ITEM#61(HEAVY-DUTY 0 6 0:6 0 0 00* •6 6 6L1 WITH STANDARD STILES#80 L2 WITH HEAVY-DUTY STILES#61 N7 2-.TRACK SHOWN N2 2-TRACK SHOWN STILE)SHOWN,ITEM#80 6 6 6 6 6 0 6 6 6 6 0 6 6 6 6 0 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO • • •••• •••• (BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES i•0 0 0 i • •••••TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 13,SHEETS 6-8 FOR DP • (PSF)ASSOCIATED WITH •�0••• •�•• ••0.0 STILES. 0• •60• 0••• QINTERIOR • • •••• 31 LOCK PART 75&107-11 4 INTERIOR 5 4 INTERIOR 135° 5 moDucr RENmED t 1 m complying wW tee FWd6 7I Building Cnde 14 5 81 32 A A- 136 Acceptance No 103 Expi ion I)Ift 61 32 EXTERIOR 81 Mir.mi Dade r--Y—EQ 11 5 LOCK PART 39 103 61 EXTERIOR 7 ( LYNN 75 R 107-11 14 ®135°INSIDE CORNER �� ON• "" " << �� • F 02 2-TRACK SHOWN ��.• ' cENSF 9 jaNo.V8135°OUTSIDE CORNER _ ;: 705 '{ O7 2-TRACK SHOWNsimc of-, 10707ECNNOLOOYDRIVEyff HORIZONTAL SECTION DETAILS, CORNERS %�>.'•., FCORIOP' �G�`` N.VENICE,FL 31275 *•� '/AC`S ••. �C SERIES 770 ALUM.SGD-LM IMPACTSIONA� a ro°�0e.r aNI se 1 a...W L/ N MI4iPrl,P.E. JJR 1'0110114 �•� pati CERT.OFAUTN.#28268 SOD-770 NTS 19 ^r 22 PGT0130 P.E.#58705 Item POT PGT# Description Item PGT PGT# Description NOTES: Dw .# Dw .# 1)ALL ALUMINUM=6063-T6 1 17308 617306 2-TRACK HEAD 56 QUANEYI RUSEAL DURASEAL SPACER(COMPOSITE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL SEALANT/DESSICANT) 2)ITEMS#33-39,57-59,66,78,84-99, 3 17309 617309 3-TRACK HEAD 80 17325 617325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 61 17326 617326 PANEL STILE(HEAVY DUTY) NOT PART OF THIS APPROVAL. 5 17314 617314 FRAME SCREW COVER 62 1 17327 1 617327 INTERLOCK ADAPTOR 6 17317 617317 FRAME HEAD/.LAMB ADD-ON 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 3)USE OF#12 OR#13 REQUIRES 7 17304 617304 2-TRACK SILL 64 1729 71729 SILL END WEATHERSTRIP PAD MIN.#10 SMS OR 3/16"MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 65 17328 617328 INTERLOCK SCREW COVER ANCHORS @ 24"MAX.O.C. 9 17307 617307 3-TRACK SILL 67 17329 617329 ASTRAGAL 10 17310 617310 4-TRACK SILL 68 17339 617339 HEAVY DUTY ASTRAGAL 11 17313 617313 FRAME SILL TRACK INSERT 69 17324 617324 TOP&BOTTOM RAIL 12 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 1 17350 417350 WEATHERSTRIP EXTENSION QNJECTION MOLDED) 13 17318 617316 FRAME SILL SCREEN ENDADD-ON(SEE NOTE 3) 71 1 1695 71695 1-112"X V X314"HIGH FIN SEAL DUST PLUGS 14 17305 617305 2-TRACK JAMB 72 8153 78153X TANDEM ST.STL.ROLLER ASSY. 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY. 16 17308 817308 3-TRACK JAMB 74 SILICON DOW-899,DOW-995 OR GE-7700 17 17311 617311 4 TRACK JAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 18 17322 617322 SILL RISER-FLAT,FLUSH,1-1/2" 76 71032XIFPFX #1032 X 1"FL.SS SCREW W/TYPE'F"TIP •••• 19 17319 617319 SILL RISER-BOX FLUSH,1-1/2" 77 7103239 1032 STEEL ZINC U-NUT • 17321 817321 SILL RISER-FLAT,LOW,24/2" 79 17357 617357 V IG BEAD •••••• •••• • •21 17316 617318 SILL RISER-BOX LOW,2-1/2" 80 17359 617359 7/16"BEAD/FDED PANEL CLP • • ••••• 22 17355 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 81 17360 617360 9116"BEAD ••• •• • • 23 17354 617354 SILL RISER-BOX MEDAIM,3-1/4" 82 1224 8TP247K VINYL BULB WEATHERSTRIP •• • • •84r 17323 017323 SILL RISER-FLAT,HIGH,4- 83 61745 1745 LOWE INC.1/2'XVII SGL.SIDE ADH.TAPE,POLYETH. • •••••• •• •2ry 17320 617320 SILL RISER-BOX HIGH,4" 100 8052 1 48052 ROLLER ADJ.HOLE PLUG • • ••• • ••• • •• 8 17333 617333 POCKET P-HOOK 101 72087 JAMB BUMPER • • • 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 102 1696 71096 DUST PLUG ••••• •••••• • 17334 817334 POCKET P-HOOK MOUNT 103 8188 78186X 1"KEEPER • • ••• '!� 17335 617335 P-HOOK COVER 104 653 7SDKEEP SCREEN LOCK KEEPER • • • ••40 17348 617348 POCKET P4100K FOR BOX RISER 105 17344 817344 FDED PANEL CLIP-B"LONG •••••• •w•• ••37, 17378 617378 135 CORNER 106 17352 617352 FIXED PANEL RETAINER-9118" • • 17370 617378 1135 FRED MOUNT 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN •• •••• • • ITEMS 40-63 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE •••••• •••••• • 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78102SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN •••• 41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 710)04PPSOAX#10 X3/4'PH.PN.TEK-S.S. 43 8152 88152 SCREEN INTERLOCK ADAPTER 112 1235 67816 WSTP,.270 X.170-FIN SEAL 44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 1 64068 ' .187"X.230"FNSEAL 45 4317 612256 SCREEN TOP RAIL 114 710X115PPX #f0 X 11-112- 46 4318 812257 SCREEN BOTTOM RAIL 115 710XPPT, #10 X 1" 47 668 7SRAZ STANDARDROLLER 116 720XIX #14-20X1"S.S. PRODUCh*withtheF av comPlYlnB wltlr Qfo Fbdds 48 668 7SRAX STANDARD ROLLER-ST.STL. 117 72OX112X #14-20 X 1-1/2"S.S. Building Code 49 4344 84344 SCREEN ASTRAGAL 118 17338 617336 90 DEGREE CORNER RECEIVER � V►an 50 17349 617349 0X0 SCREEN ASTRAGAL ADAPTER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 26 51 1892 81692 SCREEN SPLINE-.165' 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL A 52 1694 61094 SCREEN SPLINE-.150' 123 17352 617352 FD D PANEL RETAINER,7/8" M ,)'(p4utit�n rol 53 61816C20 SCREEN CLOTH lY N N 54 1725 lIrX4'X1/16"SET.BLOCK,NEOPRENE85+/-6 �� . -�CENSF ' .FP 55 1726 1'X4"X1/IV'SET.BLOCK,NEOPRENE 85+/-5 F• NOTES: _ N0.58705 1)ALL ALUMINUM=6063-T6 _- 2)ITEMS#33-39,57-59,66,78,84-99,121&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. l 30 rt�we/ as ST TE O- 1o�o7ECNNaooYaays PARTS LIST '�'�� '• FCORIOP. N.VENICE,FL 3!276 tui: i SERIES 770 ALUM.SGD-LM IMPACT SS/p�A�L (9/i}48o-1000 /III 1111\ •�f ✓> a..�v+� 1Pir A.LYNN MILLER,P.E. SJR 110/10/14 a�a•e CERT.OFAUTH. ® Soo-rro NTS 20 d 22 PGTO130 P.E.#58705 5.069" 8.562" -�� 1.36" 1.36" 0.080" 1.872" 1.211" 1.505" 0.081" 1.019" 0.062" 0.081" 0 2-TRACK HEAD 10 4-TRACK SILL 0 081" SCREE (6063-T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) --- 6.198" - 6.526" 5.069" 0.080" 7�,[ �+- 1.045" 1.211" 1.505" 1 1.993" 0.062" 0.081" O2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL J (6063-T6 AL) (6063-T6 AL) 14 SCREEN 2-TRACK JAMB 45 OTOP RAIL jj (6063-T6 AL) (6063-T6 AL) •••• 7.105" 2-TRACK JAMB W/ 6.221" 75 SCREEN TRACK • 6666 •• 0.080" (6063-T6 AL) • • • • 0.875, 6666•• •�•••• • • ` 1.211"unir Li 1.505" 0• 0 .• •• I-A 1.36" r 1.993" 6000•• •• •• •• 0.062" **:a• i 0••, a*:*. 0.081" O 3-TRACK HEAD OS 2-TRACK SILL W/SCREEN TRACK 0.081" • (6063-T6 AL) (6063-T6 AL) 48 SCREEN 0••0• 6666 •0•• , • , BOTTOM RAIL • •••• •••• (6063-T6 AL) 0'0•'• "9.142 • • • • ••• 81" • ' 4.49" 0.0 ••000• •0•• • ••• 0.080" • ••6• 60.000 .•••.t e• 1.211" 1.505" 7.105" 6666 �1 � 8.141" 0.081" O4 4-TRACK HEAD O2-TRACK SILL (6063-T6 AL) (6063-T6 AL) 0.060" pRODUCTREMWPD 1.514" ts complyDigwlth Florida 0.062" uitdingCade -.� ueeptanco No Com✓ 0.532" 0.760" w•C�me 1.260" + 0.060" 1.990" ey !_ 1.516" nslam�Dads prCfPP FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN ��`� LYNN O ADD-ONOADD-ON 73 END ADD-ON 76 3-TRACK JAMB ,*' (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS =fc r No.58705 OR 3/16"MASONRY OR 3/16"MASONRY 1T 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS Q 24"MAX.O.C. (6063-T6 AL) - �t", . : IX Rrmew. 0,6: a www ••" �� S�E OIGNTAF �u osm: 1070TECHNOLOOYDRIVE EXTRUSIONS T FCORI�P•'• ��\` N.VENICE FL 30275 tetr %`'S "•••••' �. Ad. ,� SERIES 770 ALUM.SGD-LM IMPACT '//""S/ONN- err.war n•.row Q° A.L4WlILl.'k P.E. JR 10/10/14 a.•• CERT.OFAM p2828B ® SGD•770 NTS 21 d 22 PGT0130 P.E.#58705 0.718" 0.83" 3.802" 2.304" --A 3.802" I 0.752" I 0.752" 0.885" �[ 0.574" 0.796" 1.163" 0.082" T 0.080" 0.062" J 0.082" L 0.284" J 0.233" FRAME SILL -HOOK P-HOOK MOUNTING P-NOOK SCREW 5 SCREW COVER tt TRACK 28 P-HOOK 28 ADAPTOR 20 COVER 0.080" 30 P-HOOK FOR BOX RISER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063•T6 AL) (6063-T6 AL) (6063 T6 AL) �+ 4" .155" 4" 2.30" 1.739" •y 0.080" E::; 1 0.830" 0.062" 1.600 0.133" 1.600 0.062" 1.303" .080" R1.870" 1.888" 016" 3.125" 0.325" 1.974" 2.44" 3.125" 0.062" 0:0* 31 135°CORNER 32 135°FIXED MOUNT e0 STANDARD STILE 8t 82ADAPTER 85 SCREW COVER HEAVY DUTY STILE INTERLOCK INTERLOCK (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 Al) (8063-T6 AL) (6063-T6 AL) • • • • • 3.979" •'•••• 3.979" •:•••• • • i I+ 4.125" • 1.050" 1.050" 1.050" • • 0.075" r .jL�ll lj'--Ill ,Ij,-SII ••••• • ••• • •• 0.075" 1.645" 1.645" 0.062" 1.304" ••••• •••••• • 289 611" 485" • • •••• • •• 045" • • • • •• �_ 3.25, ,045" � 045" •••••• •••• ••••• 0.125"" 0.281" GLAZING 7/16"GLAZING 9/16"GLAZING •• 0000 •• sr STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL is �� ao at • • • (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (AD T6 AL) PANEL CLIP (6063BEAD,FIXED D T6 AL) **so• (6063-T6 AL) 1.003" 1.03" U"-1 4" 5.621" 0.757" � 0.080 0.050" OFIXED FRODUCT REMWrD 105 compiyinB wllh the Fbrida PANEL CLIP 0.709" 2.893 0.133" uliding(:ode ,t N. 1498" 0.133" 1.498" (6063-T6 AL) cceptmce No 0.080" at L .0 .550" -►I 0.863 4" Sinini Dade Product Control FIXED PANEL 0.709" t23 5.621" - `tt �� ORETAINER,;/8" 2.626^ ti9 90°OUTSIDE CORNER ASTRAGAL Q2090*INSIDE CORNER ASTRAGAL \\\��O�. ENSE 114��? 0.080" -�I (6063-T6 AL 6063-T6 AL FIXED PANEL9 90°CORNER RECEIVER (6063-T6 AL) Q 4 RETAINER,9/16" (6063-T6 AL) _ /r:' 140.68705 108 (6063-T6 AL) Ul R.Wd.,: O.W n.."aa,. ='A s rasF or- 75;w-w. f •, mw toyoTECHNo1.00YVRNE EXTRUSIONS .. FLoszioP. N.VENICE,FL 3/275 M. • ..... n.o i84f}484f800 SERIES 770 ALUM. SGD-LM IMPACT �'�S9/0NA�•�N' S erw,v.a.r aew: ar.[ u.».vra w.. A.LY�'NUILLE9,,0�i, SJR 0/10/14 a.W CERT.OFAUTH.#29M ® SOD-no NTS 22 22 POT0130 REM 58705 LJ t.. APR 0 7 20 5 A MIAMI- MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) l 1805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 5►IVtV,miamrctacEe.�ow'/2COflbflli` PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTION: Series"PW 701/720/820"Aluminum Fixed Window-L,M.I, APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines",sheets 01 through 10 of 10,dated 07/14/03 with the latest revision dated 07/01/13,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami---Dade County Product Control Section Renewal 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, REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E 2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MIAMI DARE COUNTY NOA No. 13-aS02.03 (y"�s Expiration Date: February 19,2019 Approval Date: July18,2013 bb Page 1 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. ... . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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, and TAS 202-94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D.Brinson,P. E. 2. 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 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI -3835 and FTL-3850,dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan.,P.E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami---Dade Department of Regulatory and Economic Resources(RER). �v-mss-----� Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approval Date: Julyl8,2013 .. ... . • F4-1. • .. . .. . . . . ... . .. ... .. . . . .. ... . . . . ... . . . . . . . . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont ButaciteB PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. 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. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Properly—Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FRC2010, issued by manufacture, dated 04/29/13,signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. 4. Proposal issued by Product Control,dated 07/26/12, signed by Jaune D. Gascon,P.E. 5. Laboratory compliance letter for Test Reports No.'s PTL-3835 and FTL-3850, dated 07/18 and 31/03, all signed and sealed by Joseph C. Chan,P. E. (Subtnitted under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW-- 701 Aluminum Fixed Window — L.M.I." approved on 02/02/12 and expiring on 02/19/14. Jaime D.Gascon,P; . Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19,2019 FF Approval Date: July18,2013 . •. • . . • ... • ... . . . . ..• . . . . . . . . . . . . . . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GENERAL NOTES:SERIES 720/820 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE &SMALL 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO i COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'TIP-TO-TIP WIDTH HURRICANE ZONE(HVHZ). 47'BUCK WIDTH 48"BUCK WIDTH 48'BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-1/4"VISIBLE 45-1/4"VISIBLE 451/4"VISIBLE WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH LIGHT WIDTH PRODUCT RENEWED INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD -;;� 6'MAX. -►{ 6"MAX. F,SHEET 8 2 MAX. w�Wdwith the Florida LITE(CAP)MUST TEMPERED. B,SHEET 6 D,SHEET 7 H,SHEET 9 Aeceptm No Bxylrsl{op Date 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, I.T USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY I ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY A I A C I C E,SHEET 8 ' E,SHEET 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEEET 6 SHEET 6 BUCK SHEET 7 SHEET 7 I. G,SHEET 9 i O, HEET 9 —I HEIGHT —I a 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE BUCK N CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE r - r ------ HEFGHT 93114" I 92-,/4• I �-------- OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. / / BLE WOOD BUCKS DEPICTED AS 2X ARE 1-11'2"THICK OR 12"MAX' VISIBLE 12"MAX. / 93-1/4' 1�_ I / LIGHT a' - GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE O.C. I LIGHT O.C. I VISIBLE 5'MAX. DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. HEIGHT STRU TSI()%WOOD BUCK DESIGN AND INSTALLATION IS I / gg• I / HEIGHT 1 / 9C M X THE R 0 SIBILITY OF THE ENGINEER,(EOR)OR TIP-TO HEIGHT > a A88 a.••••• AR PrIlOCT OF RECORD,(AW). I TIP • • • • w ••••• 6)gWQAMjM8EDMEAT TO BLE MATERIAL SHALL BE HEIGHT i } n r e°Q p BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF l04 •• SUFFIDIENT EMBED NARROW JOINT SEALANT IS USED IL 1 I I O A a N d • ON ALL FOUR CORN�t�AE FRAME.INSTALLATION � rn M o LU tg n ••••• AMOHORS SHOULD BE BEAIEO.OVERALL Z LL W) LL (o W u.-u Lj •••• SF:4L#49 SHING f jRA GY FOR WATER RESISTANCE OF 6• 12,MAX 0.C 6• D r{ �� 12'MAX,O.C. F,SHEET 8 =Li • • INSTALLA I N SHAL � P�I BY OTHERS AND IS BEYOND B�I ~- MAX, 2"MAX, H,SHEEF 9 I U U x D 0 0 •••• MAX. SHEET 6 SHEET 7 I+ 5"MAX.O.C. W - O m cO 5 oN THB�!•E OF THESB+INSTRUCTIONS. 2 ••.. 6)MAX.174'SHIMSARtTMUIREDATEACHANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION 1 O 0 r Z zO oa • LOCATION WHERE T11i WRODOCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) o z a; Z a O r ••••• SUB Ql�T .USE Snl lJPABLE OF TRANSFERRING j LL O • APPLIF�1 CLADS.WQI LRS,BY OTHERS,MUST BE • SSIF101ENTLY ANCNOREP 90 RESIST LOADS IMPOSED ON FIGURE 1: /� W • ••• THFMPY•THE WINDWYo • '12O.C. H • SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE SHAPE I W GUIDE TO SHEETS: ♦ • MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. N teat's 7)DMION PRESSURES: GENERAL NOTES........................1 f ANCHOR SPACING TO BE 6'MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME ® m Z O A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE ELEVATIONS................................1 /I `` MEMBERS,SEE FIGURE 1,THIS SHEET. Z TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 O O E1300-09. DESIGN PRESSURES..................2-5 12'O.C. / WIDTH F� WIDTH I ♦!-WIDTH-�{ fF WIDTH -I Q Z J aloes B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............6 MAX. T r - - --1 T - 1 Toll r , O 9 -1 N N PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 1 T i ANALYSIS AND GLASS PER ASTM E1300-09. INSTALLATION,INT,FIN A...........8 1 ! / r� r� ~' O INSTALLATION,INT.FIN B...........9 "LiW l W W -- VXW8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNERASSEMBLY...................10 MAX ; I I I = L- -J � ODESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES................10 i alto •asap saua TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS PARTS LIST...................................10 INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS WIDTH 'I )�WIDTH-�I I- WIDTH w{ f- WIDTH --I �I111 PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR I — _ _ �� TABLE 1: - F-- - l r t LYNN Ml i THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT F � T � �� ,..••••.,,�( �i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPa Description Shit i14 SHALL MEET THE REQUIREMENTS OF THE FLORIDA # # BUILDING CODE FOR CORROSION RESISTANCE. w tlu-7 1 7/16'Laml 3116'An•.090'PVB•3118"HS 2 = x = u_ _ 56705 9)REFERENCES:TEST REPORTS FTL-3835,3850&7212; 2 7/111 Lamm 3/16' /1 1 T-7 PVB-3116'HS 2 3 1-1/16"Lami.IG(3116'T-7/t6"Air-3V18'An-.090'PVB•3118'HS 3 1 1 �L J ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSI/AF&PA - � 4 1-1116'Lami.Ka(3116"T-7/16"Air-3/16'HS-.090'PVB-3/16'HS 3 WIDTH �{ WIDTH yl I NDS FOR WOOD CONSTRUCTION -(2005)AND ADM I� WIDTH =� I+ WIDTH �{ O '• ) ;• (U 5 7/16'Lami 3116'An•.090'SG-3/16'An 4 _ IF > ALUMINUM DESIGN MANUAL-(2005). r--- r- 1 STAT ` 6 7/18'Laml(3/16"HS-.09W SG•3116"HS 4 r -- T T r-- � O P,•' 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 7 1AMV Lami.IG(3/16"T-7116"Air-3116'An-.09D*SG-3116'An 5 !c- FS •• . SERIES USES AN SG INTERLAYER.THE 720 AND 620 SERIES 8 1-1/18"LemL IG 3/16'T-7/16"Air-3116'HS-.090'SG-3116'HS 5 w w I w 11��SJON AL��`•` MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG"='DUPONT®SENTRYGLAS INTERLAYER'BY E.I.DUPONT x x I x I I x 11 I I{I t t DENEMOURS&CO.,INC. 1 i 1 A.LYNN MILLER,P.E. P.E,#58705 TABLE 2: Window Design Pressure(+/-,psf)for Glass Type 1 Lang Side(in) 7/16"LAMINATED 67-7/8 1 72 76 80 84 88 92 96 100 1 104 109-112 GLASS STACK 30 +1.80 +/-80 +/.80 +1.80 +1.80 +1.80 +f-80 +1-80 +1-80 +1$0 +1-80 32 +/-80 +1-80 +/-80 +1-80 +180 +1.80 +1.80 +1.80 +/_8D +1.80 +1-80 .090"PVB INTERLAYER 34 +1.80 +/-80 +/-80 +1-80 +180 +/-80 +1-80 +1.80 +/80 +1-79.8 +/-79.4 3/16'HEAT STRENGTHENED GLASS 36 +/-80 +/-80 +1-80 +1.80 +180 +1.80 +1-79.7 +1-77.2 +1-75.1 +1-73.4 +1.72.2 3/16'ANNEALED GLASS PRODUCTRtfNBWE0 38 +/-80 +/-80 +1-80 +1-80 +/80 +/_78.1 +1-75.2 +1-725 +1-70.3 +/-88.5 +188.3 as complying widi Ih•Florida 40 +/-80 *1-80 +1-80 +1.79.8 +1-77.2 +1-74.3 +/-71.3 +1-67.9 +185.1 +1-63.4 +1.61.6 4 11 puilding Code / 42 +1.80 +180 +/_80 +1-77.4 +/-74.3 +/-71.3 +1-68.2 +1-64.7 +181.6 +1-59.8 +/-58.2 Nok& C,Jry 44 +/-80 +/-80 +/-78.9 +1-75.4 +/_72.1 +/-68.9 +1-65.8 +1-622 +/59.7 +1-57.5 USED AT CURVED fwi 46 +1-80 +1-80 *I-77.2 +1-73.8 +/-70.1 +168.8 +/-63.5 +/.60,3 +1577 FRAME MEMBERS ONLY 29 5/8" 11-718"O.C.MAX. �- LONG SIDE p V, 48 +/-80 +479.3 +/•75.8 +1.71.9 +1-68.3 +/-84.9 +/-61.5 +/-58.2 Cot GLASS SITE Mieuni Dade product Cwero e 50 +/-80 +1-77.5 +1.74.1 +/-70.3 +1.66.7 +/-63.1 +/_59.7 1-3 52 +1-79.1 +1.75.6 +/-72.4 +1.68.8 +/-65.1 +/-61.5 SHORT m 54 +/-77.4 +1-73.8 +1-70.5 +1-87.3 +/-63.5 EXTEid RIOR SIDE +' 56 +1.75.8 +1.72 +1.68.8 +1.65.3 58 +1.74.2 +1.70.3 +1.66.8 20 13 A- 60 +1-727 +1-68.7 +/-65 62 +1-71.2 +1-67.1 GLASS TYPE 1 M 64 +1-69.7 +/-%.5 LONG SIDE 86 +1 87-718 NOTES:•••• M Y SHORT .�aa • 1)ByC�MENSK)NS§FiO FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE •••• 2)FOR SIZES NOT SHOWN&RO D UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 0 O 3)FQ%4PCjf ECTURAIJ"NDows.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. LO a a o rn N • (9 N I- -;FOG- 2 • • • • TABLE DIMENSIONS MAY BE O0 chi W N • • 000000 ORIENTED VERTICALLY OR Z LL LL C) Z u • _ a LJ •a••• •• •• •• HORIZONTALLY AS SHOWN. U U_ X N d W •••• • ••• •••••• FW- Z m� 00 00 7 OMa • • O U' • • TALE 3: • • • o Y •••• • • Window Design Pressure(+/-,psf)for Glass Type 3 1� z .z 9) G u� LL • Long Side(in) F" W •::06: •0004 67.71 76 80 84 88 92 96 100 104 109-U2 GLASS STACK 7116'LAMINATED J Q OCV • 6! +1-80• "80 +1-80 +180 +180 +/80 +180 +1.80 +1-8D +1-80 +1-80 GLASS STACK Q •••••• +1.8 +l. +1.80 +180 +180 +180 +1-80 +180 +1-80 +/-80 +/-80 3/16'HEAT _I SHORT in w 7aa4S 34 +/80 +1-80 +1.80 +180 +180 +/-80 +/80 +180 +1-80 +/-80 +1.80 STRENGTHENED GLASS 'l SIDE ® 0i Z � +/-80 +/-80 +180 +/-80 +180 +1-80 +1-80 +1.80 +1.80 +1-80 +1-80 3118'TEMPERED GLASS • + � 07 38 +1-80 +/-80 +180 +180 +180 +1-80 +/-80 +1-80 +/-79.4 +1-76.4 +1.74.3 3/16'ANNEALED GLASS W Z 40 +180 +/80 +1-80 +180 +180 +1-80 +/-80 +1-78.7 +1-73.5 +1-70.9 +/-69 7/16'AIR SPACE .090"PVB O W aloe 42 +1.80 +180 +180 +180 +/80 +/80 +1.77 +/-73.1 +189.6 +1.66.9 +185.2 INTERLAYER Z S IL 44 +1.80 +1.80 +/-80 +/80 +180 +1.77.8 +1-74.1 +1.70.3 +187.5 +1-63.9 11 O Z N N u 46 +180 +/-80 +180 +180 +/-79.2 +1-75.4 +1-71.7 +/•68-1 +1$5.1 5 LONG (2 r aQ v 48 +/-80 +180 +1.80 +l-60 +1-77.2 +/-73.3 +/-69.5 +1-65.8 USED AT CURVED SIDE w r 50 +1-80 +180 +180 +/-79.4 +1.75.3 +1.71.3 +/-67.5 FRAME MEMBERS ONLY 29 5/8' V X W d D� P 52 +/•80 +180 +180 +1-77.7 +1-73.5 +/-69.5 Q 11-7/8"O.C.MAX. GLASS BITE LL, p 19 54 +180 +1.80 +/•79.8 +/-76 +/_71.8 1� apy •�saa sauaS 56 +/80 +1.80 +1.77.5 +/-73.8 58 +1-80 +1-79.4 +1-75.4 EXTERIOR \\\\\\1111111111,/ LL 60 +1.00 +/-77.6 +1-73.5 G] 22 21 13 SHORT \� aNN LYNN 4,1Z� 62 +180 +/•75.8 SIDE ��a� ,• \CEN3F •en 666 +1-77. 2 +/-74 Q.• GLASS TYPE 3 , 87-7/8 +1.74.9 No.5B705 NOTES: = k - 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. S A E iF 4 01 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. l /�O�F ''•.F/01110'.., �jN S%NAS� ''11111111 \�` A.LYNN MILLER,P.E. P.E•p 58705 TABLE 4: Window Design Pressure(+1-,psQ for Glass Types 2&4 Long Side(m) 67-718 72 76 80 84 88 92 96 100 104 109-1/2 112 116 120 124 128 132 136 140 144 30 +/-80 +1.80 +/.80 +1.80 +1.80 +1.80 +1-80 +/-80 +1-80 +/-80 +1-80 +1.80 +l•80 +/-80 +/-90 +I-80 +/-80 +1.80 +1-80 +1.80 32 +1.80 +1.80 +1.80 +1-80 +1-80 +/-80 +/-80 +1.80 +1.80 +1.80 +1-80 +1.80 +/-80 +/-80 +/-80 +1.80 +1-80 +1.80 +/-80 34 +1.80 +1.80 +/-80 +/-80 +/$0 +1-80 +/-80 +/-80 +/$0 +1-80 +l•80 +1-80 +/-80 +/-80 +/-80 +1-80 +/-80 36 N-80 +1-80 +I-80 +/-80 +/-80 +/-80 +/•80 +1-80 +/-80 +/-80 +/-80 +1.80 +/80 +/-80 +/80 +/-80 RODUCr RENT WED 38 +/$0 +/•80 +1-80 +/-80 +/-80 +/-BO +1.80 +/-80 +1.60 +l•80 +1-80 +1-80 +/-80 +1-80 comPlyucg with dm Flotidx 40 +/-80 +I-80 +/-80 +1-80 +1-80 +1-80 +/-80 +1-80 +/-80 +/-80 +1-80 +1-80 wilding die coeptance No 42 +/-80 +!-BO +/•80 +/.80 +/.80 1 */-80 +/.80 +1-80 +/-80 +/-80 +1-80 44 +/-80 +1.80 +1.80 +/-80 +1-80 +1.80 +/-80 +1.80 +I-80 +/.80 -` 46 +/•80 +/_80 +1.80 +/_80 +1.80 +1.80 +/-80 +/-80 +/_80 RIOdIiCf v 48 +1-80 +/-80 +/.80 +1.80 +1.80 +1.80 +/-80 +/-80 to 50 +1.80 +1.80 +1.80 +1-80 +/-80 +1.60 +1.80 x 52 +/-80 +/-BO N-80 +/-80 +l-80 +/-79-1 rn 54 +/_80 +/-80 +1-80 +/-80 +1-78.6 56 +/-80 +/-80 +/-80 +1-79.1 ^+ •4••58 +/.80 +/.80 +1.80 rc • ••• 60 '/- +/-80 +/-79-3 ••••4 62 •HF0 +1-80 1 1 ' •• • 64 N-80 +/-80 ••••• • •66 +/-80 • 67-7/8 •+180 aY a CO) ns •••••• ••NOTES: f • BUCK DIMENSMS.S,`H"�O�WN.FOR FLANGED WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 0 ••••• • )FQP SIZES t j§jW ,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. v1 O • • 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. alOO O ccoo ••••• •••• •••• N 04 N d • • • • 001 ct LU C-4 • • •••• •••• 0 J J � Z �8 n •••••• • • • •••••• Z V- N LL to J iMDJp _ - W •••••• •••• • VU XL 0 0 •••••• •• •••• • •• F- uZl m O 1_ 0 0Ma ..•••• •••• ••• 1-1/16'NOM. TABLE DIMENSIONS MAY BE o > O x Z o • • GLASS STACK 7/16"LAMINATED ORIENTED VERTICALLY OR no O O N t •••• 7/16"LAMINATED -_J HORIZONTALLY AS SHOWN. Z d Z �. 2 LL GLASS STACK -I GLASS STACK f-LONG J O 090"PVB INTERLAYER 3116'TEMPERED GLASS • 3/16"HEAT STRENGTHENED GLASS SIDE M 3116"HEAT STRENGTHENED GLASS 3/18"HEAT f~ LONG SIDE 111 3/16"HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIR SPACE 090'PVB INTERLAYER ® {says z ? � 4 t1 11 SHORT 00 � Z 6 SIDELU - USED AT CURVED SHORT Q 0 W al°'S FRAME MEMBERS ONLY P9 518, USED E CURVED 518" i LL Z_ a 11-7/8"O.C.MAX. FRAME MEMBERS D.C.MAX 29 J- SIDE p O o GLASS BITELASS BITE � Z N N @ 11-718'OC.MAX. 1-3 1-3 X w a s EXTERIOR EXTERIOR f+- LONG SIDE �I LL 0 N G 20 13 22 21 13 ail0 massa saws `� GLASS TYPE 2 GLASS TYPE 4 SHORT LONG SIDE �� i\4YNNlhfl''�i,� \CENSE No.5B705 SHORT SIDE f �J uA1�C 'S. �� ''/SS/ONN-" A.LYNN MILLER,P.E. P.E.N 58705 TABLE 5: Window Design Pressure(+F,psi)torGlass Type 5 Lang Side(in) 7/16"LAMINATED 67-7/8 72 76 80 84 88 92 96 100 104 109-112 GLASS STACK 30 +901-125.4 +901-120 +901-115.5 +90'-111.5 +901-108.5 +901-105 +90/-104.5 +901-103.5 +90/_1025 +901-100] +901.97.9 .090'SG INTERLAYER 32 +901-116.9 +90+-110.6 +901-105.3 +99-101.6 +901.98.7 +90/-95.7 +901-92.3 +901-90.6 +901-90.3 +1.89.9 +/•89 34 +901.108.9 +901-103 +90/-98.8 +90f-95.1 +901-91.8 +1.88.2 +/-84.4 +1.81.5 +/80.1 +/_79.8 +1-79.4 -3f16*ANNEALED GLASS 36 +901-102.6 +9W-97.1 +90/-928 +1.88.9 +/-85.5 +/-82.6 +/-79.7 +1-77.2 +/-75.1 +1-73.4 +/-72.2 3116"ANNEALED GLASS 38 +901-98.4 +90'-92.2 +/-86.7 +1.63.2 +1-80.7 +/•78.1 +/45.2 +/-725 +1-70.3 +1-68.5 +1.68.3 RODUCTREd.MWED 40 +901-94.6 +/-88.2 +1-82.6 +1-79.8 +1-77.2 +1-74.3 +/-71.3 +/-67.9 +/85.1 +/-63.4 N-61.6 4 11 complying vAt i the Floridu 42 +901-91.3 +1-84.7 +/80.7 +/-77.4 +/-74.3 +1.71.3 +/•68.2 +/-64.7 +/81.6 +/-59.8 +1-58.2 cioteple lCe N USED AT CURVED ` £ 44 +/-88.3 N-82.4 +1-78.9 +1-75.4 +/-72.1 +1-68.9 +1-65.6 +1.622 +159.7 +1.57.5 FRAME MEMBERS ONLY 29 518" onDo+e Q� 46 +/•85.4 +1.80.8 +/-77.2 +1.73.8 +/-70.1 +/-88.8 +/63.5 +I-60.3 +157.7 @ 11-7/8'O.C.MAX. GLASS BITE f --- LONG SIDE 48 +/-827 +I-79.3 +/-75.6 +1.71.9 +1.68.3 +/-64.9 +1.81.5 +158.263 ___ 63 50 +/-80.9 +1-77.5 +1-74.1 +/-70.3 +1-86.7 H-63.1 +1-59.7 1-3 blianll D nol g 52 +1.79.1 +/•75.6 +/-72.4 +/-68.8 +/-85.1 +/-81.5 m 54 +1-77.4 +/-73.8 +/-70.5 +l-67.3 +/-63.5 EXTERIOR SHORT 56 1 +1-75.8 +1.72 1 +/-68.6 +/-65.3 20 13 SIDE 58 +1-74.2g+I-7O.3 +1-66.8 :7�7� GLASS TYPE 5 ' +/-727 +185 • 62• +/-71.2+/-89.7•0 0 Imo- LONG SIDE • 68 •+/-88.3 ••••• -/E • +1-67 T_ • NOTES: • • • •• 1)BUCK41MENSIONS 84-K)1WIPWR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT > a •Asa _ ••••• 2)FQ%SIZES NOT SHO�l�RO r�1D UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE IX O 3)FOR ARCHITECTURAL WIIrD�WS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ❑ (0 p ••••• 4)THIS SITEET APPLIES 9*LYtO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. } I` d slop O N • • U' N N oQ ••••• •••• •••••• TABLE DIMENSIONS MAY BE 0 w -, N • • •••••• •••• J C Z •••••• ORIENTED VERTICALLY OR O N J uMofp ❑ • • • •••••• HORIZONTALLY AS SHOWN. Z r 3: LLf (0 W to •••••• • W U Ib c O oN •••• •••••• Z o,11a •• TABLE 6:• W O •:.••• .... ••' Window Design Pressure(+/.,psf)for Glass Type 7 6i o? O pz r> • 9� •••• ong Side(in) Z d Z F In IL 67-718 72 78 80 84 88 92 98 100 104 109-1/20{ g 30 +901-130 +901-130 +90'-130 +901-126 +901-122.6 +901-119.8 +901-118.1 +901.117 +901-115.8 +901-112.7 +901-109.9 GLASS STACK 17/16"LAMINATED 32 +901-130 +901-125.1 +901-118.9 +901-114.8 +901-111.5 +901-108.1 +901-104.3 +901-102.4 +901-102 +901.101.4 +901-99.7 I GLASS STACK F' 34 +901-123.1 +901.116.4 +901-111.7 +90'-107.5 +90/•103.8 +901-99.7 +901-95.3 +901-92.1 +901-90.5 +/-90 +1-89.6 $HORT `8i (/� W hays 36 *901-118 +90/-109.8 +901.104.8 +90'_100.5 +901-98.8 +901-93.3 +/-90 +/-87.3 +153116'ANNEALED GLASS 4.9 +l-82.3 +/-81.2 3/16'TEMPERED GLASS • SIDE S,' Z ? � 38 +901-111.2 +901-104.2 +901-97.9 +901-94 +901.91.1 +1.86.2 +/-84.9 +1.81.9 +/•79-4 +/-76.4 +/-74.3 3118"ANNEALED GLASS 40 +901-106.9 +901-99.6 +901-93.4 +90'-90.1 +/-87.2 +/-84 +/80.5 +1-76.7 +1-73.5 +/-70.9 +1-69 7/16'AIR SPACE .090"SG INTERLAYER ¢ ❑ aIZ 9W S 42 +901-103.2 + -95.7 +901-91.2 +1-87.4 +1$ +I-TT+1.80.8 -T7 +l-731 +1-69.6 +l-66.9 +/-65.2 Z 44 +901-99.7 +W-93.1 +1-89.1 +/-85.2 +1-81.4 +1.778 +1.74.1 +/-70.3 +187.5 +/-63.9 11 p D O o 46 +9W-96.5 +90'-91.3 +1-87.2 +1-83.2 +/-79.2 +/-75.4 +1-71.7 +/-68.1 +155.1 Z N N 0 48 +901-93.5 +/-89.6 +1-85.4 +1-81.2 +/-77.2 +1-73.3 +l-69.5 +/•65.8 5 LONG ❑ O n O i"n USED AT CURVED SIDE W W 50 +901.91.4 +/-87.6 +1-83.7 +/-79.4 +/-75.3 +1-71.3 +187.5 5/8' O W r a s FRAME MEMBERS ONLY 29 X N 52 +/-89.4 +/85.5 +/_81.8 +/-77.7 +/43.5 +/-89.5 (off 11-718'O.C.MAX. GLASS BITE M ❑ 54 +/-87.5 +1-83.4 +/-79.6 +/-76 +/-71.8 apt/ asst)seuas 56 +1.85.6 +1-81.4 +1-77.5 +/-73.8 1-3 58 +/.83.8 +1.79.4 +1-75.4 \\111 II 111 60 +/-821 +1-77.6 +I-73.5 EXTERIOR 13 SHORT \��Op1( LYNN q ��i�� 62 +1-80.4 *1-75.8 a 22 21 84 H.78.8 +/-74 SIDE \ Q •. oCENSF •. Q 66 1 +/-77.2 GLASS TYPE 7 67.7/8 1 +/-74.9 No.58705 NOTES:: -_ 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. �' 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. -A •- ! �= 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. STATE F (i 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. •.F(ORIOP.•' G\�� A.LYNN MILLER,P.E. P.E.#68705 1 TABLE 7: Window Design Pressure(+/-,psQ for Glass Types 6&B Long Side(in) 67-718 72 76 80 84 88 92 96 100 104 109-112 112 116 '1 124 128 132 136 140 144 30 +901-130 +901-130 +901-13D +901-130 +901-130 +901-130 +901-130 +901-130 +90/130 +901-130 +901.130 +901-130 +90/-130 +901-130 +901-130 +901.130 1 +90/-130 +901-130 +901-130 +901-130 32 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901.130 +9D/-130 +901.130 +901-130 +g0/-130 +901-130 +90/•130 1 4901-130 +901-130 1 +901-130 34 +901-130 +90!•130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901-130 +901-130 +901-130 +901.130 +90/•130 +901.13D +901-13D +901-130 +901-130 ODUCTRBt46WrD 36 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +901.130 +901-130 +90/•130 +901-130 +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 {n8witl+WePloridn �} 38 +90/•130 +80/.130 +901-130 +901-130 +90/-130 +901-130 +90/•130 +901-130 +901-130 +90/-130 *901-130 +90/-130 +901-129.2 +901-127.3 'Wft 6(/2 40 +901-130 +90/.130 +901.130 +901.130 +901.130 +901-130 +901.130 +901.130 +901-130 +901-126.8 +901-123.2 +901-122 IZ 42 +901-130 +90/-130 +901.130 +901-130 +901-130 +901-130 +901-130 +90/-129.3 +901.123.2 +90•-119.7 +901-116.4 € 44 +901.130 +901430 +901.130 +90/_130 +901-130 1 +901-130 +901.130 +90'-124.5 +90'•119.4 +901-115 YiodklControT 46 +901-130 +901-130 +901-130 +90/-130 +90/-130 +90/-130 +90'-126.9 +90'•120.5 +90'-115.3 Mimi 9_ 48 +90/-130 +901-130 +901-130 +901-133 +901430 +9(Y-129.7 +901-123 +901-116.5 En S0 +901.130 +90/-130 +901-130 +901-130 +901-130 +90'-128.2 +89.41-119. F 52 +90/-130 +901-130 +901.130 +90/.130 +90/.130 +88.81-123 > 4 54 +901-130 +901-130 +901-130 +901-130 +86.6/-127.1 56 +901-130 +901-130 +901-130 +69.41-129 ••56 +901.130 +901-130 +901-130 Q: • • 60 +99-130- +901-130 +89.61.129. •••• 62 +901-13D *901-130 •• +90/'130 990/-130 ••••• • +W-13D c) •• 67-718 +961-140 • W `- •nab • NOTES: > N ••••• • K DIMENSIONSSHOMYN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 0 ••••• 2)FQB SIZES NO:§11C&ftROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. O cli• • 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Ur N n a 0_ a0 ••••• •t)•IAIS.SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O W N •••••• •••• •••• ZLL �LL CD Z uMOI � 4 • • W • •••••• U U X L o 0 •••••• • LU — W o •••• •••••• • • Z O � • 090* • *00 TABLE DIMENSIONS MAY BE o m O Axa •:•••• •••• ••• r- p O O o ORIENTED VERTICALLY OR p •••••• 1-1/16'NOM. HORIZONTALLY AS SHOWN. Z 0 Z �. W LL 7/16'LAMINATED GLASS STACK 7/16'LAMINATED LONG g mJm O Lo GLASS STACK GLASS STACK SIDE Q 080'SG INTERLAYER 3/16'TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS -- LONG SIDE �' ® Lu taays 3116'HEAT 3116'HEAT STRENGTHENED GLASS Z � 3116"HEAT STR4JOR STRENGTHENED GLASS 7118'AIR SPACE .090"SG INTERLAYER SHORT SIDE � 7 O W 1ZS 11 SHORT a Z (L a oa USED AT CURV5 SIDE O Z N 04 FRAME MEMBERS ON5B" USED AT CURVED 5/6' O (� t 11-7/8'O.C.MFRAME MEMBERS ONLY 29 w (I.1 GLASS SITE @ 11-7/8'O.C.MAX. GLASS BITE V X W n D. 1.3 LONGSIDE ►{ li T aq� •asap sauag EXTEXTERIOR 4 13 a 22 21 13 SHORT `j LONG ��N�/LYNN IMS SIDE 1 SIDE GLASS TYPE 6 GLASS TYPE 8 �� J� .'�tGENSF''•,FQ ' No.58705 SHORT ;3 SIDE ;Off• !TAZTY�' `.\ A.LYNN MILLER,P.E. P.E.#68705 2X WOOD BUCKSTRIP —f EDGE OR FRAMING,SEE INSTALLATION INSTALLATION 'll DISTANCE NOTE 2,THIS SHEET TYPE C TYPE B EMBEDMENT INSTALLATION _ EMBEDMENT 1X WOOD BUCKSTRiP, TYPE A 1/4^MAX SEE NOTE 2,THIS SHEET EMBEDMENT SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE e e EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCT RENEWED EDGE 6 SEE TABLE 8,THIS SHEET as emptying whh the Florida DISTANCE + Building Colo.! 60— , L1/4^MAX <_ Acoeptence No j 1 SHIM 8 Pare i 4 . TYP.ANCHOR TYPE, a Miaml Evade Product Control EMBEDMENT AND EDGE - - - DISTANCE PER SUBSTRATE, > 11 SEE TABLE 8,THIS SHEET a •••• USED AT CURVED i EXTERIOR • 29 FRAME MEMBERS ONLY o ;•••• J•••• • •• @ 11-7/8'O.C.MAX. CONCRETE/CMU `J • • • • PER ANCHOR VISIBLE LIGHT WIDTH= 5 •••••• REQUIREMENT WINDOW BUCK WIDTH-2-3/4^ • • • WINDOW BUCK WIDTH CONCRETE/CMU •• ch Y WINbfM ••EXTERIOR TIP-TO-TIP WINDOW WIDTH PER ANCHOR a •naa •••••• •• BUG*• •• REQUIREMENT IX • 4 00 HEIGHT 114'MAX.SHIM HORIZONTAL SECTION A-A } � It e o c7 N V) � ..•.. .... .. • O w W • T4P-TO-TI • •••••� ••••WINDOW •• • #12 STEEL -� pt C) • • • HEIGHT 0 S BLE SELF-DRILLING SMS z'-L N LL q umo p p �1� (G5),SEE TABLE 8, TABLE 8: x — w •:•••• •••• NfN111114Tv: THIS SHEET Anchor Substrate Min.Edge Min.Embedment Max O.C. Do X N o • •••0 WIypOW \\\ Distance Spacing w Z O 2 co -cN Q (SG ('} OM0 000000 OGG 11 • • E P.T.AluminumSouthem 608375 m n.�) 318' 0}063'' 12• n� Q Y - Z o • 0000• 2-314^ INSTALLATION 012 or#14 410 ss screw A36 Steel 318' 0.063• 12• o Z t1 z - O METHOD D Steel Stud,Or.33 min. 318' 0.045. 18 Ga • 12• h LL INSTALLATIONANCHORP.T.Southern Pine(SG=0.55) 9116^ 1318' 12' � UNDERNEATH THE Aluminum,6063-T5 min. 318' 0.083'• 12' Z BEADING #12 or#14 Steel Screw(05) A36 Steel 3/8' 0.063•' 12' h O EXTERIOR `, z F laa4s Steel Stud,Gr.33 min. 3/8' 0.045' 18 Ga 12' ® q Ungrouted CMU,(ASTM C-90) 2.1/2' 1-1/4' 12• Z J (n MIAMI-DADE APPROVED MULLION 114^410 SS CreteFlex h 21 Concrete(min.3.35 ksq 1' 1.314' 12' C Q Z (SEE SEPERATE NOA),ALUMINUM, O h 6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 ksi 1 13/4' 12• ¢ D N BIOS SEE SUBSTRATE PROPERTIES, 1/4'Steel Ultracon Concrete(min.2.85 ksi} 2-1/Y 1-318' 12• a Z_ z TABLE 8,THIS SHEET Ungrouted CMU,(ASTM 490) 2-112' 1-1/4' 12' O w N N 5 �1/4•MAX SHIM Grouted CMU ASTM C-90 2.1/2' 1-314• 12• 0 0 n c? Concrete(mfn.3.5 ksl) 1-1/4' 13/4' 12• w W 5116'Steal Ulttacon Grouted CMU, ASTM C-90 2-112' 1-314• 12• O x g a a MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. U tL 1X WOOD BUCKSTRIP, eI11 ssap sales SEE NOTE 2,THIS SHEET VYNN . F � EMBEDMENT , CONCRETE PER ``�a� ,. '�\GF skF P ANCHOR INSTALLATION NOTES: REQUIREMENT 140,58705 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS^1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2`.1X WOOD BUCKS ARE ft INSTALLATION — EDGE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS^2X•ARE 1-1/2'THICK OR GREATER. '•, S A E'10 /V` TYPE B DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �0,� F(OR10p VERTICAL SECTION g-g SUBSTRATE,SEE TABLE 8,THIS SHEET JURISDICTION. ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. '//�'css;ONAL 11114111 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION rEDGE OR FRAMING,SEE ' TYPE G TYPE F DISTANCE NOTE 2,THIS SHEET EMBEDMENT 7X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION +I v4•MAX TYPE EMBEDMENT t —� SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, EDGE ° �+ . 6 SEE TABLE 9,THIS SHEET DISTANCE RODUCI,RBNBINED DISTANCE oomplytog with the Florida eliding Code Q 1/4'MAX 2 ccepterrceNo �1 q 2 SHIM ionDay_ 4 TYP.ANCHOR TYPE, ! Miemf Dade ProduclComro EMBEDMENT AND EDGE _ 11 DISTANCE PER SUBSTRATE, t 1 SEE TABLE 9,THIS SHEET EXTERIOR •••• USED AT CURVED • EXTERIOR 29 FRAME MEMBERS ONLY 9.• d., , 4 lu 11 :*see: 0000 • • VISIBLE LIGHT WIDTH= 5 n • • • Q 11-7/8'O.C.MAX. CONCRETE/CMU WINDOW BUCK WIDTH-2-3/4' 'o • • • • • PER ANCHOR x •••••• REQUIREMENT �� WINDOW BUCK WIDTH •••••• • • • • •• • :*noe VI OPERANCHORU ] a C0 •••• ^ay •••••• •• • 1t F2• HORIZONTAL SECTION C-C REQUIREMENT r • • $uc •HEIGHT 1J4'MAX.SHIM D 0 0 • C • ••• ••• •• N atnp 0 ••••• •••••• ••• •• 0.0 #12 STEEL v vN In N •••• •••• •• • SELF-DRILLING SMS O J w M o LU cg 04 • • • •VIISIBLE (05),SEE TABLET Z LL Lo LL d Q ueoap C) ••• TG THIS SHEET TABLE 8: •••••• • LIGHT Min.Edge Max O.C. = LL — y7 •••• 000 VI DHOT Anchor Substrate W 42m Distance Min.Embedment Spacing W V Q 2 00 j -ON • 0000 i • �14UCK P.T.Southam Fine G=0.55 1 • 1318' 12' F- W m O (j 9M0 •••••• •••• • HENGHT• Aluminum,6063-T5 min. 318' 0.083'' 2' n> 0 Y Z p • • #12 or#14 410 SS Screw p O 01 O **so 23/4• INSTALLATION A3s steel 3r6• o.a63•• 1z' z TYPE H Steel Stud,Gr.33 min. 318• 0.045' 18 Ga ' 12' v Z LL P.T.Southam Pine(SG=0.55) 91161 13/6' 12' g O O EXTERIOR Aluminum,8063-T5 min. 3/8• 0.063, 12' J I.- n #12 or#14 Steel Screw(05) 5 A38 Steel 318' 0.083" 12' � (aaVS Steel Stud,Gr.33 min. 318' 0.045' 18 Go)* 12' Ungrouted CMU,(ASTM 690) 2-1/2' 1-1/4• 12' ® Z Ia- MIAMI-DADE APPROVED MULLION 1/4.410 SS CreleFlexto 21 (SEE SEPERATE NOA),ALUMINUM, Concrete(min.3.35 kat) t' 13/4' 12' 0 Z Z 6 STEEL FRAMING OR STEEL STUD. Concrete(min.2.85 keq V 13/4' 12' < p U arocS SEE SUBSTRATE PROPERTIES, 1/4'Steel Ultrecon Concrete(min.2.85 kel) 2-112 1316' 12' a Z LU TABLE 9,THIS SHEET Ungrouted CMU,(ASTM C-90) 2-1/2• 1-114• 12• O N N Grouted CMU, ASTM 690 2-1/2' 1-314' 12• H 5 �1/4`MAX SHIM Concrete(min.3.5 kat) 1-114' 1314' 12- a O 5118'Steel Ultrecon Groed CMU, ASTM C-90 2-1/2' 1-314• 12' V X 3 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. lL W n-D- 1X WOOD BUCKSTRIP, OWL asap sauaS SEE NOTE 2,THIS SHEET LYNN CONCRETE PER P .• �1GENSF FQ EMBEDMENT a ANCHOR INSTALLATION NOTES: y REQUIREMENT *; No.58705 i e 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ 'K INSTALLATION I EDGE s 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X••ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE - Q 1 1 W TYPE F h DISTANCE TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X•ARE 1-112•THICK OR GREATER. ��O'•, STAT OF AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING i�� FCORIOP• C�?� VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 9,THIS SHEET JURISDICTION. /SS/O►vAk-"a:," 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. P.E.#58705 TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE ►I EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET SEE TABLE 10,THIS SHEET TYPE J TYPE K EDGE EDGE DISTANCE 1/4"MAX INSTALLATION DISTANCE SHIM EDGE DISTANCE —+'{ TYPE n U 2X WOOD BUCKSTRIP 2X W000 BUCKSTRIP ORFRAMING,FRAMING,SEE PRODUCT RMNHWED OR FRAMING,SEE NOTE 2THIS SHEET as complpb)8 wi0t iho Florida NOTE NOTE 2,THIS SHEET , Building Code V 1 V LXRJ1/4"MAX Acceptance No TYP.ANCHOR TYPE,EMBEDMENT AND BxpjE0io/4 D"I-42Q� 3 SHIM EDGE DISTANCE PER SUBSTRATE, 4 6 SEE TABLE 10,THIS SHEET y- Miami We Product Contro EMBEDMENT 11 3 EMBEDMENT ; a USED AT CURVED cv • • EXTERIOR 29 FRAME MEMBERS ONLY z • • •••• •�•• rQ 11-7/8"O.C.MAX. n •••• • EXTERIOR •••••• • • • • • ut •• WINDOW 0•*•• 4 •••••• •• BUCK •• •• VISIBLE LIGHT WIDTH= 5 • •HEIGHT • • WINDOW BUCK WIDTH-2-3/4" p d O ••••• • ••• •••••• 1/4"MAX.SHIM �+ WINDOW BUCK WIDTH aloo Q • I U' N N Ir ••••• •••• •••• O M Cj ty1 '� N • 00 � rn d •00 0: •,•• VISIBLE•„• INSTALLATION HORIZONTAL SECTION E-E z LL �LL � J Mp a o LIGHT = — W TYPE L 0 X vi , ••�••• ••• EIGHTs•i• W U XO� � j 'ON • • WINDOW • Z • BUCK• • #10 STEEL 1'- W m O U' 9h10 •••••• • 0000 HEIGHT-• SELF-DRILLING SMS O Z p •••• 2-3/4” (G5),SEE TABLE 10, Z Q Z LLO THIS SHEET TABLE 10: g O Anchor Substrate Min.Edge Max.O.C. Q 00 Distance Spacing 2-112"x.113"Box Nall P.T.Southern Pine SG=0.55 5/16" 5" N 188y$ 2.112"x.131"Common Nall P.T.Southern Pine SG=0.55 318" 5" ® Z O N 21 2-112"x.145"Roo11n Nall P.T,Southern Pine SG=0.55 318" 5" O Q Z 6 2X WOOD BUCKSTRIP EXTERIOR P.T.Southern Pine SG=0.55 1/2" 5" a ❑ � elo� OR FRAMING,SEE #10 x 1"Steel Screw' 0.093"Aluminum,6063-TS min. 5116" 5" a Z Q NOTE 2,THIS SHEET 11116"A36 Sleet 5116" b' O 1 N N 5 r1/4"MAX SHIM 0.045" 18 Ga Steel Stud Gr.33 8/16" 5' W Z 1,o0 —1L MIAMI-DADE APPROVED MULLION w (SEE SEPERATE NOA),ALUMINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. O X Z a a STEEL FRAMING OR STEEL STUD. ILL LLL SEE SUBSTRATE PROPERTIES, yl t osa0 sauas INSTALLATION TABLE 10,THIS SHEET TYPE J D �� LYNN EDGE DISTANCE �� O�••"'"" •<< �� INSTALLATION NOTES: �Z k � TYP.ANCHOR TYPE,EMBEDMENT No.58705+— EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 10,THIS SHEET 2•WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2-.1X WOOD BUCKS ARE [ OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER. '. S A t/F3 :'W\ VERTICAL SECTION F-F INSTALATION.TOTHESUBSTRATEOFWOODBUCKSTOBEENGINEEREDBYOTHERSORASAPPROVEDBYAUTHORITYHAVING i0.c`�'•, F(OE\ IF•' �N 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 2 /1 ONAL \\\\ 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#58705 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M DISTANCE NOTE 2,THIS SHEET INSTALLATION EMBEDMENT INSTALLATION TYPE M I FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, FOR THIS INSTALLATION ANCHORS MAY BE NO METHOD ONLY, 1/4'MAX • MORE THAN 6'O.C. ANCHORS MAYBE NO C-7 EMBEDMENT SHIM • MORE THAN 6'O.C. n 1X WOOD BUCKSTRIP,SEE U 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET '", PRODUCT RENI:IVED OR FRAMING,SEE as complybig with the Florida NOTE 2,THIS SHEET BujidingCode ce NOi%2001-11 '� 1/4'MAX Acceptance No 4 TYP,ANCHOR TYPE,EMBEDMENT AND r1as Date 3 SHIM EDGE DISTANCE PER SUBSTRATE, ?r_ T T 4 TYP.ANCHOR TYPE, 6 SEE TABLE 11,THIS SHEET Miaatl Dade Product EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, 11 SEE TABLE 11,THIS SHEET 3 USED AT CURVED EDGE n •: • 29 FRAME MEMBERS ONLY DISTANCE EXTERIOR EDGE a •••• •••• •• @ 11-7/8"O.C.MAX. DISTANCE • • o • • • • • CONCRETE/CMU 11 •••• • •••••• • • • • PER ANCHOR i •• 9ViNDOW 000000 REQUIREMENT 4 11 OPER ANCHORU a Cn •nab •••••• •• BUCK VISIBLE LIGHT WIDTH= 5 D r • allEIGHT *00000 1/4"MAX.SHIM —�{ WINDOW BUCK WIDTH-2-3/4' REQUIREMENT ❑ 0 I EXTERIOR N atop ••••• • • • •••••• WINDOW BUCK WIDTH ••••• ••• •e•• • • • V 0 r,�j W N ••••; • VISIBLE•••• INSTALLATION TYPE 0 HORIZONTAL SECTION G-G z k �LL o a o LIGHT = LLF _ Z W a :000*: •••NEIGHT;• • FOR THIS INSTALLATION .0 Z.) X d a •• ••• WINDOW • METHOD ONLY, TABLE 11: W Z O ❑ 'aN • BUCK ANCHORS MAY BE NO Min.Edge Max.O.C, o m 0 (7 onla •••••• •e•e e HEIGHT-••• Anchor Substrate Distance Min.Embedment Spacing ^o O 0 C• • MORE THAN 6'O.C. O Z o •••• P.T.Southern Pine SG=0.55 9116" 1-3f8' 6" r Z d Z LL 912 STEEL #12 or#14 410 SS Screw Aluminum.W63-T5 min. 318" 0,063"* 6" 0 SELF-DRILLING SMS A36 Steel 318" 0.063 6' J eA Steal Stud Or.33 min. 3/8" 0-045" 18 Ga ' 6" Q (G5),SEE TABLE 10, F- P.T.Southern Pine SG=0.55 9116' I-W 8" 0) TO-54S SHEET #12 or#14 Steel Screw(G5) Aluminum,6063-T5 min. 3/8" 0,063"' 6' ® �i Z ZO A36 Steel 318" 0.063" 6" 21 TYP.ANCHOR TYPE, RIOR Steel Stud Gr.33 min. 318' 0.045" 18 Ga 6" N Z 6 EMBEDMENT AND EDGE EXTEU routed CMU, ASTM C-90 2-112' 1-1/4" 12" a ❑ J slang DISTANCE PER SUBSTRATE, 114'410 SS CreteFtex Z SEE TABLE 11,THIS SHEET Concrete(min.3.35 ksl) 1" 1-314" 12" a Q 5 MIAMI-DADE APPROVED MULLION Concrete min.2.85 ksQ 1" 1-3/4" 12" a N ja�:r3L �1/4'MAX SHIM Concrete min.2.85 ksi 2-112" 1-3/8" 12" rc ❑ Z_(SEE SEPERATE NOA),ALUMINUM, 114"Steel Ultram. U routed CMV, ASTM C•90 2-112" 1-114` . 12' U LU XSTEEL FRAMING OR STEEL STUD. Grouted CMU ASTM C-90 2-1/2" 1.3/4" 12" X ZSEE SUBSTRATE PROPERTIES, LL LLTABLE 11,THIS SHEET 5116'Steel Ukracon Concrete min.3.5 kst 1-1/4' 1.3/4" 12' a11l1 •a INSTALLATION Grouted CMU (ASTM C-90) 2-1/2" I-W4• 12" TYPE N 1X WOOD BUCKSTRIP, 'SEE NOTE 2,THIS SHEET MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. //, LYNN �i/,/ INSTALLATION NOTES: ��.•'�,1GENSF''•�F.Q EMBEDMENT ` P s 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. = No.58705 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE - - OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS"2X"ARE 1-1/2"THICK OR GREATER. = O ' LY EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING DISTANCE STATE/OJURISDICTION. � � •' FCORIOP••' G��` VERTICAL SECTION H-H 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYliiVIA,ILLER,P.E. P.E.#58705 ASSEMBLY DETAILS FOR I ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES 00 FOR FIN FRAMES PRODUCT RENEWED Ps complying niW the Florida Duiklia,Colo 5 Aceeptocct No D p kFRAMEWITH URVED ANGLED/CURVED 6xpi+tt4ri4 ' t SEMBLY FRAME ASSEMBLY y t 90"CORNER 90"CORNER M i Dade Prod Tj FRAME ASSEMBLY I FRAME ASSEMBLY I .. I �10 I 10ALL CoR ERS TO j ALL CORNERS TO •t OL•GASKET •I •• USE GASKET I AND/OR WALANT AND/OR SEALANT• /•�0••0 I / QUAL-LEG FRAME � c •"ab ••••• •• • • / NGE FRAME O 0•••• • ••• / } - crop OEQUAL-LEG FRAME MIERIOR I MITERED FRAME WITH INTERIOR O 04 NN ANLDS I AND EXTERIOR FRAME WELDS ONER KEYS AT O,1 11 W -� C4 •••• •••• ••• FLANGE FRAME (SHOWN)OR CORNER KEYS AT SCREW BOSSHOWN)OR ES.SEALANT AT ALL CORNERS O LL N J O Z Mw ~ • • ••3O • SCREW BOSSES.SEALANT AT ALL CORNERS Z - LL d W p 30 w U Q LO m 5 do aN ••••• •••• •••••• I-Z pp O O W w 9ma • • • • • • �> QO rn O z o •••••• •••• • • 2.784' 2.784' 2.784" 2 ck. Z ♦- O LL • • *009 ' � ' .094' 11--- ,094 - !I .094O g o 0 TABLE 12: .074' 062" .074" 062' 074" 062' Q Z Item 1.37b" 1.375'4 N 7aa45 # PGT Pert# Description Material 1.875• � ® Z Z 438" 500' 43V 500' 438" — O 1 4263C Flanged Frame Alum.806&T6 1.000 T r 3 500" } 050"o.00e• 05vooa 7 �—��r .050••aoos O Z)CO) Z 2 4285 Equal-leg Flame Alum.8063-T6 I —'-I�--- �— ' I Q o a a,a3s 1.125" Z 3 4258 Integral Fn Frame Alum.6083 T5 O FLANGE FRAME O EQUAL-LEG FRAME —— 077" p 0 0 4 4265 7/16"Lemi.Glass Beading Alum.6083-T6 1 #4253C,6063-T5 #4285,6063-T5 0 5 4264 I.G.Glass Beading Alum.8063-76 FIN FRAME ul X O a d 6a 4270 Installation Fastener Cover Alum.6063•T5 O #4256,6083-T5 LL m a111 •asap sauas 6b 4224 Installation Fastener Cow Rigid PVC 10 70589C Gasket(at 90"corner joints) Polyethylene �� '970" •346" 1.037" \�� LYNN AfI4 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 .875' o `j<�O '.�CENS '' 13 Dow 899,GE 7700 Silicone r Equiv. 875" = Q; F u No.58705 20 71652K Setting Block,Mono.3116"x 7116'x 4' Neoprene,Duro.85+/-1 060, �•II-E— .050 .050" _ 21 71704AK Setting Block,I.G.3/16'x 1-3132'x 4" Neoprene,Duro.85+/-1 INSTALLATION 22 DURAK716 7f 16 DuraSeal Spacer 7116"LAMI I.G.GLASS FASTENER COVER GLASS BEADING BEADING l u 29 #6 x 1-114"FH SMS Stainless Steel 4 5 6a O • STAT > ��; #4270,6063-T5 ;�` ' •.,F�oRtoP.•' E30 781PQX #8 x 1"Quad PH SMS Stainless Steel O #4255,6063-T5 O#4254,6063-T5 ,�� s� .•,•„•.. A.LYNN MILLER,P.E. P.E.#68705 t MIAM!•DADE 11IIAMI-DADE COUNTY r M6 .1111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) )yww.miamidadesov/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"CA--740"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami--Dade County Product Control 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 consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-1218.09 rsiarn•DADE CO: NTYExpiration Date: April 11,2018 Approval Date: April 11,2013 .. . . . .. Pagel so •• ••• •• • • • •• ••• • • • • ••• • • o.e 000 ••• • • • • 0:6 • • • •• •• • • • •• •• PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740-LM, titled "Casement Window Details --- LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, 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 series CA740 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez,P.E. G. OTHER 1. None. Manuel erq;�P. Product Control Expmi r NOA No. 12- A9 Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 .. ..• . . . • . .. • • • • • ••. too ..• . • . . ... . • . • • . . . . . . . • . V • . • . o • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • 6/16•LAMINATED 7116'LAMINATED GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK GLASS STACK �'— CASEMENT WINDOW DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE&SMALL 1/8'ANNEALED 690'DUPONT 3116'ANNEALED OR 888'DUPONT SGP SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE GLASS BUTACITEPVB HEAT-STRENGTHENED GLASS ANNEALED OR 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE GLASS I HEAT-STRENGTHENED REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH EXTERIOR 39 I Qu HEALED EXTERIOR 38 GLASS VELOCITY HURRICANE ZONE(HVHZ). 3T WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 25.476"MAX.O.C.IF WIDTH IS 11/18'GLASS BITE 11!18'GLASS BITE REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE UNDER 33.478'(HEAD& H L36 OUTBOARD LITE(CAP)MUST TEMPERED. 4'MAX. 3 3 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE •r~B.SEE SHEET 2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR 50 60 EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS 32 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. — — \— — —� GLASS TYPE 1 GLASS TYPES 2&3 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X 17MAX. INSTALLATIONS.I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED 716'NOM. T18'NOM. DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR A \ A,SEE O.C. GLASS STACK 5116•LAMINATED GLASS STACK 7116'LAMINATED GRT X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY ( SHEET 2 GLASS STACK GLASS STACK gg 1 TRA��EfZLOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION 1 \ 118'ANNEALED GLASS 3I16'ANNEALEDOR • • 19 WOMESPONSIBILITY QFSTHE ENGINEER OR ARCHITECT OF RECORD. ••t••• 7/18'AIRSPA 1/4'AIRSPACE HEATSTRENOTHENED GLASS • • • • • \ 6"MAX. .090•DUPONT 4&WWI EMBEDMENT TO;ASE MATERIAL SHALL BE BEYOND WALL DRESSING O.C. 116•ANNEALED OR fiUTACITE PVB 3/16•ANNEALED .090.OUPONT SOP ••••t• TEMPEREO GLASS • GLASS- Op#STL1C@O.USE MCHORWF SUFFICIENT EMBEDMENT AS SPECIFIED ON 1/8'ANNEALED 3/16'ANNEALED OR • TABLE 3,SHEET 4,"APIROVWOINT SEALANT IS USED ON ALL FOUR CORNERS OF USE ANCHOR38 GLASS 38 HEATSTRENGTHFNED GLASS • THETRAME.INSTALLth11MA ANCHORS SHOULD BE SEALED.OVERALL VISIBLE PAIR AT EACH EXTERIOR I EXTERIOR •••••• SMLING/FLASHING ST&RAWY FOR WATER RESISTANCE OF INSTALLATION LIGHT �j ••••• $�,,iAt,�V PONE BT QTHERS AND IS BEYOND THE SCOPE OF THESE JAMB T • • II STR ONS. • •••• HEIGHT ; HEIGHT IS 37 11/76'GLASS BITE 37 I 11/16'GLASS BITE 0000• 0000 ••0• (DLO) / / 28*OR 3 3 • • 9) I�My�$ARE RFCRJIRED AlbEACH ANCHOR LOCATION WHERE THE PRODUCT IS I •••••• NO S[i3SH TO THE%*"RATE.USE SHIMS CAPABLE OF TRANSFERRING / 76" • • APPLIED LOADS.WQQLI1 rKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED ` HEIGHT 31 32 6O M 32 50 •••••• TO I;EJST LOADS IMPOSED ON THEM BY THE WINDOW. 0 0000.0 I • • j / GLASS TYPES 4&5 GLASS TYPES 6&7 trDElIGN PRESS y SWRES:• •••••• q0 +�4TIVE DESIGNtOADIB BASED ON STRUCTURAL/CYCLE TEST PRESSURE, 7/a•NOM. FRAME APIALYSIS AAD GLASS PER ASTM E1300. f/ GLASS STACK 7116'LAMINATED BPP)WIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/ I I I ' GLASS STACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1 3116'300. 1 i ANNEALED OR 1 114'AIRSPACE TSTRENGTHENED GLASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 3116'TEMPERED 080'DUPONi SGP WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE GLASS 3116'ANNEALED OR 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS HEAT-STRENGTHENED PRODUCT. 4"MAX. 33.47 PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 33.47'MAX.O.C.IF WIDTH IS SILL) 38 GLASS ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 6'&OVER(HEAD& EXTERIOR DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'VISIBLE <71 BUILDING CODE FOR CORROSION RESISTANCE. OPENING(DLO) 37 I 11/16"GLASS BITE 9)REFERENCES:TEST REPORTS FTL-7065,3579,3580,3724;ELCO ULTRACON TYP. ELEVATION OF 3 NOA:ELCO CRETEFLEX NOA;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CASEMENT WINDOW 31 50 32 4pproved as complying e11h the Florida aldin Code TABLE 1: GLASS TYPES 8&9 Date 111 11 I/ 1>tOA#_) - Glass Types sheet# LYNN r)�� i�i, Revised By: Dote: Revision, IjAral A71de ProdHt 1 6/16"Lami(1/8 An-.090"PVB-118 An 5 GENERAL NOTES.... .....1 Q0�•. ' LiGENSF''••Fp By!" 2. 2 7/16"Lami(3/16 An-.09D"SGP-3/16 An) 6 ELEVATION.......................................1 Revised By: Dote: Revision: 3 7/16"Lami(3/16 HS-.0917 SGP-3/16 HS) 7 GLAZING DETAILS...........................1 — No.58705 _ 4 7/8"Lami.IG(118"An-7116"Air-1/8"An-.090'PVB-1/8"An) 5 INSTALLATION.................................2 = _ Drown By: ASSEMBLY TUBE DETAILS.............3n's Description: 5 7/8"Laml.IG(118"T-7/16"Air-1/8"An-.090"PVB-118"An) 8 — r) 3 f$/3 ANCHOR SPECIFICATIONS............4 �= GLAZING DETAILS J ROSOWSKI 6 7/8"Lami.IG(3/16'An-1/4'Air-3/16'An-.090"SGP-3/16"An) 9 ANCHOR QUANTITIES.....................j 7 7/8"Lami.IG(3/16"An-1!4"Air-3/16"HS-.090"SGP-3/16"HS) 7 DESIGN PRESSURES...................... % ST �'� ••F<ORIOP.•' \� \ 1070 TECHNOLOGY DRIVE Title; Date: 8 7/8"Lemi.IG(3/16"T-1/4"Air-3/16"An-.090"SGP-3/16'An) 9 ASSEMBLY DETAILS/BOM.............. ��S G N. VENICE, FL 34275 CASEMENT WINDOW DETAILS- LM &SM 08/08/12 9 7/8"Lami.IG 3/16"T-1/4"Air-3/16"HS-.090"SGP-3116"HS 7 sir S'/O 'v: �� P.O. BOX 1529 ( ) /1 NAL �� NOKOMIS, FL 34274 Series/Model: Scole: Sheet: browing No. Rev: //1111111j1L A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 CA-740 NTS 1 OF 10 MD-CA740-LM P.E.$58705 INSTALLATION INSTALLATION OPTION 1 EDGE INSTALLATION OPTION 4 INSTALLATION ANCHORS EDGE DISTANCE OPTION 2 DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. CONCRETE/CMU INSTALLATION ANCHORS DIRECTLY INTO METAL. PER ANCHOR DIRECTLY INTO MASONRY. AS REQUIRED PER 2 EMBEDMENT REQUIREMENT BUCK WIDTH TABLE 3,SHEET 4 ATTACHED TO 82 TYP.ANCHOR a .,. 1/4"MAX 15 16 FRAME SILL 10 11 TYPE, SHIM ATTACHED TO EMBEDMENT VENT SILL 89 13 #12 STEEL AND EDGE SELF-DRILLING 5 1 DISTANCE PER a. 4 8 32 33 80 12 SMS,SEE TABLE SUBSTRATE, 20 3,SHEET 4. 22 23 4 SEE TABLE 3, O + 3 SHEET 4. O k 80 DADEAPPROVED EDGE 18 84 MULLION,ALUMINUM, 35-37 8 DISTANCE 38 39 STEEL FRAMING OR Q , 4 t STEEL STUD. ATTACHED TO ® 62 82 ATTACHED TO VENT SILL 35-37 81 FRAME JAMB t3 EMBEDMENT1 24 VISIBLE LIGHT WIDTH(DLO) 3 5 83 70 FOR SNUBBER REQUIREMENTS, 8 EXTERIOR EXTERIOR ATTACHED TO SEE TABLE 4DDON ,SHEET 4. WINDOW WIDTH •• VENT JAMB t2 DAGPTION @ HEAD, • ••• •• SILL&JAMBS HORIZONTAL SECTION A-A • • • • • • 61 11 SEE DETAIL EGRESS FORMULAS: •••••• • ••• NDOW• • A1,BELOW WIDTH,WASH HINGE:WINDOW WIDTH-13-1/2 • EIGHT • • • JAMB NOTES: NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-1/2 •• • VISIBt�•• 14 10 HARD- 1)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 ••***a •• LItIB •• ANCHORS LISTED ON TABLE 3,SHEET 4. 1 / COMBINATION UNITS, ♦ FOLLOW EMBEDMENT AND EDGE J— / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: e••:•• • •••• �1W`•• BUCK DISTANCE LIMITS.ANY INSTALLATION / / 10. ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 ••••• •••• (DLO)•• • HEIGHT OPTION SHOWN MAY BE USED ON ANY /� / INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. / / WINDOW FRAMES AT 10"MAX. • • •••••• • •••• ATTACHED r — / FROM EACH SIDE OF THE FRAME •••••• 2)ALL WOOD BUCKS LESS THAN 1-1/2" I / ASSEMBLY TUBE CENTERLINE. • • • *a:**! JA FRAME THICK ARE TO BE CONSIDERED 1X I !� SEE TABLE BELOW: JAMB w *:**a* •••• *6060* ATTACHED TO ® INSTALLATIONS.IX WOOD BUCKS ARE • FRAME JAMB 0 89 OPTIONAL.UNIT MAY BE INSTALLED • •••• • •• Additional Anehora Required on each DIRECTLY TO SUBSTRATE.WOOD BUCKS —►I 10"MAX. �._�SEE DETAIL A2,BELOW Side of the Frame Assembly Tube(FAT) •••••• •**a* ••• • DEPICTED AS 2X ARE 1-1/2"THICK OR Window Anehor Type ••••e ATTACHED TO r GREATER.IX AND 2X BUCKS(WHEN USED) VENT JAMB L SHALL BE DESIGNED TO PROPERLY LL Width A B.C&D TRANSFER LOADS TO THE STRUCTURE. I 17'-22.9' 0 0 62 WOOD BUCK DESIGN AND INSTALLATION _ 1 23'-25.9' 0 1 38 39 63 IS THE RESPONSIBILITY OF THE ENGINEER > 26'+ 1 1 OR ARCHITECT OF RECORD.MAXIMUM Window Anchor T ype 17 SHIM THICKNESS TO BE 1/4". a u. Height A B,C 6 D 20 15 18 n"-22.97 0 0 82 DETAIL DETAIL 23'-25.9' 0 1 Al A2 26.4 1 1 Approved of complying with lkc 21 Florid 8a1dlCode 8 80 11 11 Date 1 NOAN 19 84 1X WOOD �� Y LYNN /y/y Revised By: Dote: Revision: ral Dade Produtt BUCKSTRIP, �� pN SEE NOTE 2, .,(gyp llf� THIS SHEET. Q' Revised By: Dote: Rev;sion: 1/4"MAX SHIM No.58705 ` _ _ ® Description: Drown By: -D ' a CROSS SECTIONS & INSTALLATION J ROSOWSKI EMBEDMENT -X '. ��t`� CONCRETE Q STA E F� ((y�� Dote: PER ANCHOR 4 'ice CORID�,•' \`ate 1 N0VE ICE, FL TECHNOLOGY E Titfe: INSTALLATION OPTION 3 REQUIREMENT '�,`� p'••••..E �,' N , FL 34274 CASEMENT WINDOW DETAILS-LM &Model: Scale: Sheet: eSMwing Nn 08/08812 .. •: . :: .. �. S/ NA• � `. P.O.P.o. Box 1529 Series/ INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B I1 1X BUCKSTRIP INTO MASONRY. A.fLYNN UIL' P.E. CERT. OF AUTH. /f 29296 CA-740 NTS 2 OF 10 MD-CA740-LM CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CASEMENT(XXO) Approved its ceimplyls3 t11tb IIIc Florida uldlnq Cot 1, Fs— 10",SEE NOTE 7,THIS SHEET Dat' t FIGURE 1: r_. FIGURE 2: 740 SERIES_ /�ED �ml D de Protluc m1 AWNING C C 1 / /WINDOW' \ J t1- D FRAME _�+• WINDOW / / / ASSEMBLY HEIGHT TUBE FRAME ASSEMBLY TUBE NOTES: a \ \ / 10',SEE NOTE 7, —D THIS SHEET � 1)DIMENSIONS SHOWN ARE IL \ 740 SERIES TIP-TO-TIP DIMENSIONS FOR EACH J —CASEMENT—► INDIVIDUAL WINDOW.FOR SIZES NOT Ot WINDOW I / WINDOW / SHOWN,ROUND UP TO THE NEXT WIDTH l AVAILABLE WIDTH OR HEIGHT 740 740 / DIMENSION SHOWN ON THE TABLES. z°Q SERIES FRAME SERIES E CASEMENT ASSEMBLY CASEMENT FRAME 2)ANY 740-SERIES PRODUCT 0 0 ASSEMBLY ~^_ (CASEMENT,AWNING OR FIXED WINDOW TUBE WINDOW —E TUBE CASEMENT)MAY BE ATTACHED TO _J J o 1 THE FRAME ASSEMBLY TUBE.FOR J t O Ii ALL WINDOWS,USE THE WINDOWS 04 Q 740 SERIES T FIXED WINDOW` NOA FOR ANCHORAGE,SIZE AND ; W J LL DESIGN PRESSURE LIMITATIONS. O Q Q •••••• see • • / \ 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS 1N THE o o p m W y co • • • INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO M •••72leSERIES INDIVIDUALLY COMPLY WITH THE • •�- REQUIREMENTS OF THEIR } O U) •:•••• • CASEMENT • EXT RIOR J � ti Z RESPECTIVE NOA. • • WINDOW •••••`I m • `7 \ / z •••••• •• •• 4)FRAME ASSEMBLY TUBE TO BE _ • • • • 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN • *:so • ••• so**:: LLI AWNING CASEMENT DETAILS,WITH MIN.#12 X V SHEET Y (/) • ••••• jj;WftftE UNITS ••••• WINDOW' WINDOW METAL SCREWS.USE THE SAME (n U) ~ O •••• ease e••e MIN.#12 X 1"SMS SPACING AND QUANTITY AS THE Q L u i)DETERMINE YOUR WINDOW SIZE OPPOSITE FRAME MEMBER. • • so:*** THROUGH FRAME O W L8 Q ANdGLASS. INSTALLATION HOLES FRAME ASSEMBLY m (1) .22 W •••••e •••• •••••• 5)THE FRAME ASSEMBLY TUBE MAY �q • ASSEMBLY TUBE c q Q u V • ) NOWING YOUR ANCHOR TYPE TUBE NOT EXCEED 62'1N LENGTH(AS USED � a � • AIMUBSTRATE, ET RIS1 E IN A 63"FLANGED WINDOW)OR BE •••••• YOWW4NCHOR GRQUP FRt MIN.#12 X LL v r jBL ,SHEET 4. MIN.#12 X USED IN TEE OR CROSS o y U 1"SMS 1"SMSCONFIGURATIONS. THROUGH 740 SERIES THROUGH CASEMENT INSTALLATION 3)FROM SHEETS 5•9,FIND THE rn SHEET FOR YOUR GLASS TYPE. INSTALLATION WINDOW HOLES 6)THE FRAME ASSEMBLY TUBE IS ® N r N o r HOLES NOT REQUIRED TO BE CLIPPED TO a N N c FIND THE PRODUCTS DESIGN 740 SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR o PRESSURE FROM THE TABLE CASEMENT EXTERIOR FRAME CASEMENT JOINTS TO BE SEALED BY INSTALLER. o�x� F LABELED'DESIGN PRESSURE WINDOW ASSEMBLY WINDOW 740 SERIES =U m ri a (PSS FOR SINGLE WINDOWS,ALL � TUBE EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, o— LL ANCHOR GROUPS' CASEMENT ADDITIONAL INSTALLATION ANCHORS r w Q o o HORIZONTAL SECTION C•C WINDOW' MAY NEED TO BE INSTALLED o °o 4)DIMENSIONS SHOWN ARETHROUGH THE WINDOW FRAMES AT o Z z w TIP-TO-TIP.FOR SIZES NOT 10"MAX.FROM EACH SIDE OF' o SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP.SEE FIGURES 1✓3 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Additional Anchors Required on each �� NY LYNN TABLES. Side of the Frame Assembly Tube(FAT) \�� `�O .• (((( i� 5)USING THE TABLE LABELED 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. F Window Anchor Type ��:• L\GENSF •, Q �� 'WINDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE" OR DESIGN tai Wdlh A B,C&D (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSI)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLYTUSE-, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS ( 171-22•Ir 0 0 No.58705 THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. 23'•25.9" 0 1 _ rrI2�/ NEEDED IN THE HEAD,Sp L ANO FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 26"+ aJAMBS OF YOUR WINDOW. 3 Lu f Wirdow Anchor TYt» .4)USING THE TABLE LABELED 'WINDOWANCHORS REQUIRED'(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF LL Height A eC 8 D %CSF �LU` 6)INSTALL AS PER THE YOUR WINDOW. 17'-22.1r 0 0 %(�` FLORIOP. INSTRUCTIONS ON SHEET 2. � ////&/ON /ss' 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED SEE 23"-25.9• 0 1 // /ON L SHEET 2),AND THAT MIN.#12 X 1"ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). ( 26"- 1 1 �/�p E 58705 V. TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locations approval at tomplylaz With IAD Window Width(in) Glass Type: Florida sidingC under 23' 25.15116" 27.314' 30' 33412' 35" 37' PV8 SGP Datc r ) Anchor Group Anchor Group AnchorGroup Anchor Group Anchor Group Anchor Group Anchor Group (Types 1,4 8 5) {Types 2,3 8 6 9 IyOA#_ A B C&D A B C&D A B C&D A B C&D A 6 C&D A B C&D A B C&D ) A rule ]e{gvdutt 1 Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 63"and Nona 12'max.from � U under 23' Isss R uired each x &. Head/3111 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 eq Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 max O.C. 2515/16" O Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 12"max.from 12"max.from 38-318' Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 over 63' each end&30" each end&30" Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. 48' Jamb 4 4 4 4 6 4 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 --I r Head/SNI 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 M W-Wa' Jamb 4 6 4 4 6 4 4 6 4 4 6 4 6 6 4 6 6 4 6 6 4 n Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 6 Q Jamb 6 6 4 8 8 4 6 8 4 8 8 4 8 8 4 B 8 4 8 g 4 1)USE THIS TABLE FOR z B0 ALL WINDOWS PER THE o off U Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 SAMPLE CONFIGURATIONS: ELEVATIONS ON SHEET 1. > o �, Jamb 6 6 8 8 8 6 6 8 6 8 6 6 6 8 6 8 8 6 6 8 B DIMENSIONS SHOWN ARE J o Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP. X r 7Y Jamb 6 8 6 6 8 6 8 8 6 8 10 6 8 10 6 8 10 6 8 10 6 (X\ (� (n O Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 2)FOR SIZES NOT i J LL •• t Jamb 6 8 6 6 8 6 8 10 6 8 10 6 8 10 6 6 10 6 8 10 g SHOWN,ROUND UP TO O z Q O THE NEXT AVAILABLE Z • • • • SIII 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 WIDTH OR HEIGHT i Q ~ •••••• Jamb• Be 8 6 8 10 6 8 10 6 8 10 6 8 10 6 DIMENSION SHOWN ON t o 0 0 lJ1 r • • • ••moi Head/ III 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. 1X 1AOE o 0 to ...... . �/x O ZQ Z TABLE 3: ( ••••• • •• 000; • Min. Min. Anchor /X O X\ X /X Mn. EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW:7/16'ANNEALED SGP LAMI.GLASS, / ` J / Y G u Anchor... Substrate Edge O.C. Plate•••••• • Embedment 1/4'MASONRY ANCHORS INTO CONCRETE,+70%80 PSF DP REQUIRED,NO ANCHOR PLATE ( \ • • • • Distance Distance Required? � W O ••••; /4' steel Ult o Hollow Block 1" 6" 14/4" No CASEMENT ANCHORS: Q v • • • •••• • S.Pine 5/8" 1" 1-318" No 4 u tl l o •••••• A. X1.4 steel S�1�jG 8083•TSAfum. 318' 518' 0.050 No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. O O �O O (1) = Q • or#14,410 SS SS A36 Steel 3/8" 5/8' 0.050 No O O d n • ••• • • 8)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED p�,� �(� y Pv'� �� 3 � .h Z �Q �U • A853 Stud,Gr.33 3/8" 5/8" 035',20 Ge. No AND DOES NOT REQUIRE THE ANCHOR PLATE. F P�0� Q �0 v Q $Q 1 V •••••• •• • • • S.Pira 5/8" 1" 13/8" No • j12,steel SMS(G5) 6003-T5 Alum. 318" 518" .050" No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. �• or 012,410 SS SMS A36 Steel 318" 5/8" .050" No O A853 Stud,Gr.33 3/8' S/8" 035',20 Ge. No D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ® o N rn Concrete 2-1/2' 4" 1-318" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10' 10' >- 2.85k K)Un n 'k t/4" steel Ullracon 2.85k Concrete 1' 4" 1-3/4" No Hollow Block 2-1/2" 5" 1-1/4" No r o _ C S.Phe 518' 1" 1318" Yes F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4' 1 4• 4" i{4"{� ? m ui a #12,steel SMS(G5) 8083 T5 Alum. 318" 5/8" 1118" Yes SIDE OF THE AWNING(HEAD 8 SILL). I c�z or#12,410 SS SMS A36 Steel 318" 5/a" .050" Yes W a o C o O of A653 Stud,Gr.33 318" 518" .045-,18 Ga. Yes / o Z z U S.Phe 5/8" 1" 13/8" Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): #14,steel SMS(G5) 61)63-T5 Alum. 318" 518" 1118" Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-83.1. or#14,410 SS SMS A36 Steel 3/8" 5/B" .050" Yes 10.6' A853 Stud,Gr.33 318" 518" 045',18 Ge. Yes B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 13.25" `��pNV YNN R'!I 2.85k Concrete 1" 4" 1314" Yes DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. \\0 1/4' steel Ultrecon 2.85k Concrete 2-1/2" 4' i-318" Yes 0 Hollow Block 2-1/2" 5" 1-J/4" Yes C)FROM TABLE 28,5 ANCHORS ARE REQUIRED IN EACH JAMB. 61' \ Filled Block 2-1/2" 4" 1-314" Yes _ No.58705 ! 1/4' 410 SS 3.35k Concrete 1" 5" 1314" No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL. CreteFlex Hallow Block 2-1/2" 5' 1-1/4" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. IV 3.5k Concrete 1-1/4' 5" 13/4" No j + 3¢1j3 LC/ 5/18" steel Ullrecon Hdlow Block 3-118" 5" 1-1/4" N0 1 1 STATE OF �/ Filed Block 2-112" 5" 11/4" No F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE 4' 4" O'v� FLOR1nP•' �� SIDE OF THE FIXED CASEMENT(HEAD&SILL). 25' 20• 20•-I ',,, ONAV.. . 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48 A.LYNN MLLER,P.E. 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. REX 58705 FOR GLASS TYPES: TABLE 5: a Design Pressure(psq for Single Windows,All Anchor Groups 1)5116"LAMI(1/8 AN-.090"PVB-1/8 AN) Approved as complying with The Florida atdlr,n Co e Window Width 4)7/8"LAMI. IG:(1/8"AN-7/16"AIR-118"AN-.090"PVB-1/8"AN) Da IF It under23" 25.15/16" 27314' 30' 33.1/2' 35' 37' Mva Mml D d¢Proda GBlLt under23" +701-90 +701.90 +70130 +701-90 +701-90 +70/-90 +701-90 By_ =t 25.15/16' +701-90 +701-90 +701-90 +701-90 +70130 +70/30 +70/-90 383/8' +7000 +701-90 +70/-90 +701-90 +70130 +70/30 +701.90 WINDOW 48" +701-90 +70130 +70130 +70130 +70130 +701-90 +70/-91 HEIGHT 'v 50-6/6• +701-90 +701.90 +701.90 +70130 +701-90 +70/30 +701-89.2 60" +701-90 +70130 +701-90 +70/-88.5 +701.80.8 +701-77.7 +701-74.3 WINDOW !76' +701-90 +70/-90 +70130 +70/84.3 01701-78.5 +701-73.7 +701-70.1 WIDTH J +701-90 +701-87.2 +701-77.7 +60/-71.5 +601-62.4 +801-60.9 +/-59.3 O +70130 +701-84.8 +70/•75.7 +187.3 +/-58.9 +1-57.2 +1-55.6 SEE SHEETS 1&4 FOR W WINDOW ANCHOR d g 84' +701-90 +701-80.4 +701-71.3 +60/$2.1 +/-54.2 < LOCATIONS AND QUANTITIES. o c(3 i 5I K Z o` 1 0 TABLE 6'. 04 J (L •••• Design Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube 0 Q O • �••••� • •• WindowWidlh f j t • • • • under23" 25.15116" 27-314" 30" 33112" 35" 37" a d 0 •••••• •• •• • • Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group U) • r+7 C D A B C&D B A,C&D B A,C&D A B C&D B A,C&D B A,C& U.I • • O u •••••• • under 23" 90 +701-90 +701-90 +701-90 +7x-90 +701-90 +701-90 +7x-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +7x-90 +701-90 Q r°Z 25-15116" .90 +701-90 +701-90 +701-90 +70'-90 +701-90 +701.90 +7Q'-90 +701-90 +701-90 +70/.90 +701-90 +701-90 +701.90 +701-90 +70'-90 +701-9D (n Z ••••• _ (n • • �1 "8" 1.6 +70'•90 +701-90 +701-81 +701-90 +701-90 +701-90 +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90.3 +701-90 +701-90 +J-64.8 +701-90 +701-90 +70/-90 +701.90 +701-87.8 +701.90 +701-90 +701-78.6 +70/-90 +70/-90 +701-90 +701-88.9 +701.90 5e-f�/8" 4.3 +701-90 +701-90 +/-61.4 +701-90 +701.9D +701-90 +70°-90 +701.83.2 +701-9D +701-90 +701.74.6 +701-90 +701.89.2 +701.90 +701.84.3 +701-89.2 j Z O •••••• • • 60" +&5B&• •+/-45.6 +701.84.7 +701-90 01/51.8 +701-81.2 +701-90 1 +701-75.9 1 +70'-90 +701-70.2 +70V•88.5 +707-80.3 +J529 +701.80.6 +701-75.2 +701-71.7 +701-71.2 +701-74.3 O Z •••••• • + a/-43.6 +701-80.7 +70/-89.5 +/_49.3 +701-77.3 +70/•90 +701-72.3 +70'-90 +/•66.9 1 +70'-84.3 +701.76.5 +/-59.9 1 +701-76.5 +701-71.6 +701.73.7 +1.67.8 +701-70.1 05 `o_0 w Q p W a \U • • y 3 0 ::Q u • •••• • •• FRAME o o Q r=U In • • • • ASSEMBLY •••••• •••• • • 10'MAX. TUBE •••• TABLE 7: T01j N T a Design Pressure(pori)for Windows Attached to a Horizontal Frame Assembly Tube WINDOW ® o a N C, N �Mmn � e Window Width HEIGHT o under23" 2515/16' 27314" 30' 33-112' 35' 37' WINDOW FRAME o xL, HEIGHT ASSEMBLY z W o. Anchor Anchor Anchor Anchor I TUBE ADDITIONAL U v m N a Anchor Group Anchor Group Anchor Group 1i_.+L WINDOW w w 4 0 0 Group Group Group Group ANCHOR All All All All B A,C&D A B C&D A B C&0 10' WIDTH (4),IF REQ. o Z°z under23' +70130 +70/30 +7x30 +701-90 +701-82.1 +7x 90 +701-90 +701-78.5 +70130 +70/30 +701-74.3 +701-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 0 25.15116' +70130 +70/30 +7x30 +701-90 +70!30 +701-90 +701-88.8 +70130 +70/30 +701.84 +701-90 +70f ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS 363!6' +7x30 +70/30 +7x30 +70130 +70/30 +70/30 +701-90 +70/30 +701-90 +70130 +701-90 +701.90 REQUIRED FOR THE FRAME ASSEMBLYSON •••'..••.,��(��i m 48' +70130 +701-90 +70/-90 +701-90 +701-9D +701-90 +70130 +70/-90 +701-90 +701.90 +701-90 +701-90 TUBE. �'� .•'•�1GENSF �Q •ffi I WINDOW I Q' •,• i x 505/8' 0170130 +70/30 +70/•90 +701-90 +70130 +701-90 +701-90 +701-90 +70/•90 +701.89.2 +701-69.2 +7(kt-89.2 -yi WIDTH 60' +701-90 +701-90 +70130 +70/-88.5 +701-80.6 +701.80.6 +701-77.7 +701-77.7 +701-77.7 +701-74.3 +701-74.3 +701014.3 = No.56705 = SEE SHEETS 1&4 FOR WINDOW ANCHOR 63' +701-90 +70/-90 +70130 470/-64.3 +701-76.5 +701-76.5 +701-73.7 +701-73.7 +701-73.7 +701-70.1 +701-70.1 +701-70.1 LOCATIONS AND QUANTITIES.SEE SHEET 72' +70130 +701.87.2 +701-77.7 +70/-71.5 +60162.4 018x 62.4 +60/-60.9 +601 69.8 +601-60.9 +/-59.3 +1-59.3 +1.59.3 3 FOR ANY ADDITIONAL ANCHORS 76' +70130 +701-64.6 +701-75.7 +/-67.3 +1.58.9 +1-58.9 +157.2 +/-57.2 +/-57.2 +/-55.6 +1-55.6 +/-65.6 REQUIRED FOR THE FRAME ASSEMBLY ��O - STATE OF 84' +701-90 +701-80.4 +701-71.3 +80162.1 +154.2 +/-54.2 i'�� •.,FC ORW •' G� O...•V- `` NOTES' s11 I�A1 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.N 58705 FOR GLASS TYPES: TABLE 8: Design Pressure • u ) Florida of dla[}rCod ag v9th Iire g (psQ for Single Windows,All Anchor Groups 2 7116 LAMI 3/16 AN-.090 SGP-3116 AN �13 Date Window Width No 0 All. I Dade Produet C under 23" 25.15116' 1 273/4' 30' 33.1/2' 35" 37' under 23" +901-130 +90!-130 +901•130 +90/-130 +901-130 +90/-130 +90/_130 By - WINDOW J 25.15H6" +901430 +901-130 +901-130 +901-130 +90/-130 +901-130 +80/_130 HEIGHT Mt✓" 383/8' +901-130 +90%130 +90'-130 +90/-130 +901430 +901-130 +901-130 1 rn 48" +901-130 +901-130 +901-130 +80/_130 +901-130 +901-130 +901-130 L = 50518" +90/430 +901430 +901-130 +901-130 +90/-130 +901-130 +901-130 _. WINDOW WIDTH 60" +901-130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/•130 63" +901-130 +90/-130 +901-130 +90/-130 +901-130 +901-130 +901-129.6 SEE SHEETS 1&4 FOR 72" +901-130 +90f-130 +901430 +90/-130 +901-129.1 +80/.122.5 +901-113.6 WINDOWANCHOR LOCATIONS AND QUANTITIES. W 76" +901-130 +901-130 +90f-130 +90/-130 +90/424.1 +901-116.7 +901.107.8 d h 84' +90/430 +901-130 +901-130 +901-130 +901-116.4 > o Z o� rNQ�� r TABLE 9: C14 J •••• Design Pressure IPsQ for Windows Attached to a Vertical Frame Assembly J LL y Tube G (' Q O • • • • • •• WindDW Widhv +` W ••••• • • under 23" 2515116" 27.314" 30" 33-112" 35" 37" o° $ O d Q n •••••• •• • Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group • 9k • • B C D A B C&D B A,C&D A B C&D A B C&D B A,C&D A B C&D W O • • under 23" +70/-90 +701.90 +701-90 +701-90 +70/-90 +701-90 +701.90 +701-90 +79-90 +701-90 +70'-90 +701.90 +701-90 +701-90 +70r-90 +701.90 +701-90 +701-90 +701-90 +70/-90 I0 ruuu Z •••••• • 5-15116" +7Q/- 0701-90 *701-90 +701.90 +701-90 +701.90 +701-90 +701-90 +70'-90 +70/-90 +701.9D +701-90 +70'-90 +701-90 +70'-90 +701-90 +701-90 +701-90 +701-90 +701-90 (n Z ••••• +701-%@ 0 0*70'-71.6 +701-90 +701-90 +701-81 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +70f-90 +701-90 +701-90 +701-9D +70/-90 +701-90 W • • ••••• •t!g•• +701-i3rl•9 +/-57.3 +701-90 +70/-90 +/•64.8 +701-90 +701-90 1 +70/-90 +70'-90 +701-90 +701-87.8 +701-90 +70•90 +701-90 *701-90 +701-90 +701-90 +701-90 +70'-86.9 +701-90 � x F- • • rtitti518" '+/%.a• */-54.3 +701.90 r70/-90 +/-61.4 +701.90 +701-90 +701-90 +71Y-90 +701-90 +701-83.2 +701-90 +70'-90 +701-90 +7(y-90 +701-89.2 +701-90 +701-90 +7d-84.3 +701.90 Q" LZ ••••: B0.1 +701-84.7 +701-90 +/-51.8 +70'-81.2 +701.90 +70'-75.9 +70'-90 +701.89.8 +701-70.2 *701-90 +701-80.3 +701-78.6 +70'-90 +701-75.2 +701-90 +701-90 +701.71.2 +701-90 O Z W •••••• 3" +/-55.1• +/-43.6 +701.80.7 +701-89.5 +/•49.3 +70'•77.3 +701-90 +70'-72.3 +70'-90 +70/-85.3 +1-66.9 +701-90 +701-78.5 +701.74.9 +70-90 +701-71.6 +701-90 +70f-88.5 +/67-8 +701-90 Ile �U) 2(9 W o Q aZZ • e y a q L LI Q '0c U • • • • • • •• FRAME • • • • ASSEMBLY o •••••• •••• • • 10-MAX. -�{ TAfte T0: TUBE "0 rn Design Pressure(psQ to Windows Attached to a Horizontal Frame Assembly Tube ® o w a N oN Width Window Wi >M N n a WINDOW FRAME HEIGHT Under 23" 2615116' 27-314" W. 33-112" 35" 3T' HEIGHT ASSEMBLY a u x r.- Anchor Anchor Anchor Anchor Anchor Anchor TUBE I- =C)m'li 'a Group Group Group Group Group Group Anchor Group Anchor Group I WINDOW ADDITIONAL F w o 0 0 AI All All All B A C&D A B C&D A B C&D 10' �{ WIDTH ANCHOR >a 0 (q),IF REQ. o Z oz w under 23' +70'-90 +70/-9D +701-90 +701-90 +701.821 +7(A-90 +701-90 +701-78.5 +701-90 +701-90 +701-74-3 +70'-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 25-15116" +70/•90 +701-90 +701-90 +701.90 +701-90 +701-90 +701.88.8 +701-90 +70/.90 +701.84 +701-90 +70'•90 ANCHOR(4),IF REQ. LOCATIONS AND QUANTITIES.SEE SHEET / 38.316' +70r-90 +701-90 +701-90 +701-90 +701-90 +70-90 +70.90 +70/•90 +701.90 +701.90 ►701-90 +7d 3 FOR ANY ADDITIONAL ANCHORS -90 LYNN 90 +701-90 +7d-90 REQUIRED FOR THE FRAME ASSEMBLY �� `rON...••••.. 48" +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701- I WINDOW TUBE. \CENSE 1 50-516' +70'-90 +701-90 +701-90 +70/-90 +701-90 +70'-90 +70'-90 +701-90 +701.90 +701-90 +701-90 +70'-90 �I WIDTH �. .• _ 60" +70'-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 1 +70'-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR = No.58705 LOCATIONS AND QUANTITIES.SEE SHEET = _ 63" +7q-90 +70/-90 +701-90 +701.90 +701-90 +701-90 +70'-90 +701-90 +701.90 +70/-90 +701.90 +7d-90 3 FOR ANY ADDITIONAL ANCHORS ! _- 72" +7(Y-90 +701-90 +701-90 +701-90 +701.90 +70'-90 +70-90 +701-90 +701.90 +701-90 +701-90 +70-90 REQUIRED FOR THE FRAME ASSEMBLY �t+g /3 76" +70'-90 +701-9D +701.90 +701-90 +70/•90 +70'•90 +70'-90 +701-90 +701-90 +701-90 +701.90 +7d-90 TUBE. %�� STATE OF C(/� 84" +7(Y-90 +701-90 +701.90 +701-90 +701-90 +7N-90 T i '•.�CORIDP.•' G\�� NOTES: SZONAL tE: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. REA 66705 20,2224,1 FOR GLASS TYPES: TABLE 11: a Design Pressure(pso for Single Windows,All Anchor Groups 3)7/16"LAM[(3/16 HS-.090"SGP-3/16 HS) 4pproved as C0111plyl919 With the Window Width7)7/8"LAMI. IG:(3/16"AN- 1/4"AIR-3/16"HS-.090"SGP-3/16"HS) Dat�daHolding Code r under 23' 2575/16' 9)7/8"LAMI. IG:(3/16"T- 1/4"AIR-3/16"HS-.090"SGP-3/16"HS) NOAH_ - 273/4' 30' 33-1/2' 35" 3T b1•arlD de Product oral under 23' +901-130 +901-130 +901.130 +94-130 +901-130 +901-130 +90/-130 By 2515/18' +901-130 +901-130 +901-730 +90/-130 +901.130 +901-130 +94-730 383/8' +90/-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +901.130 WINDOW i 48' +901-130 +901-130 +901.130 +901-130 +901-730 +90/430 +90/-130 HEIGHT o 50598' +90/-130 +901-130 +901.130 +9D/-130 +90/-130 +90/430 +901430 60" +90/-130 +901-130 +901-130 +901-130 +901-130 +g0/-130 +901-130 63' +901-130 +901-130 +901-130 +901.130 +901-130 +90/-130 490/430 WINDOW J 72' +90/-130 +901-130 +901-130 +94-130 +901-130 +90/-130 +90/-130 WIDTH 0 76" +901-130 +901-130 +901-130 +901.130 +90/-130 +90/-130 +901-130 SEE SHEETS 1&4 FOR W WINDOW ANCHOR d 84" +901-130 +90/-130 +901-130 +901-130 +90/-130 6 Q LOCATIONS AND QUANTITIES. f/) z U 0 od c r h tJf r1 O => 0 TABLE 72: � V_J •••• Design Pressure(pst)for Windows Attached to a Vertical Frame Assembly Tube 0 Q LL • • • • Window Width o m ti I •••••• • • • under 23" 2515116•' 27-314" 30" 33112" 35" 37" a° o` � d � N ••••• Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group (1) •.•••• • • A • • B C D A B C80 B AC&0 A B C&D A B CSD 8 A,C&D A B C&D W O o� •• oder 23" 701.90 +701-90 +701-90 +701-90 +70/a0 +701-90 +701-90 +74-90 +701-90 +711-90 +701-90 +701-90 +701-90 +74.90 +701-90 +701-90 +701-90 +701.90 +701-90 in N Z •••••• 2515/16" +7016! 4701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +74-90 +701-90 +701-90 +701.90 +74-90 +701-90 +74-90 +701-90 +701-90 +701.90 +701.90 +701-90 (n _Z ••••• Y8w'if8" +7QI"• *701-71.6 +701-90 +701-90 +701-81 +70/-90 +701.90 +701-90 +74-90 +701-90 +701.90 +701-90 +74-90 +701-90 +74-90 +701.90 +701-90 +701.90 +701-90 +701-90 W • • g +701-1;,1. +157.3 +701-90 +701-90 +/-64.8 +70/-90 +701-90 +701-90 +70'-90 +701-90 +701-87.8 +701.90 +74-90 +70/-90 +701-90 +701-90 +701.90 +701-90 +701.88.9 +701-90 • • -9�8" +l�.3 b/-54.3 +70/-90 +701-90 +1-61.4 +701-90 +701-90 +70/-90 +70'-90 +701.90 +701-632 +701-90 +74-90 +701-90 +74-90 +701-89.2 +701.90 +701-90 +74.64.3 +701-90 M Z O ••••: 60" ••••••• •••• +1•.5•8.•5•••+ .2 +701-90 1-45.8 +70/347 +701-90 +/51.8 +74-81.2 +701-90 +701-75.9 +7090 +701-89.6 +70.70. 0.3 74-90 +701.75.2 +701-90 +701.90 +70'-71.2 +701-90 W ti 63" +/43.6 +70/-80.7 +701.89.5 +/-49.3 +701.77.3 +701-90 +74-723 +700 +701.853 s1-669 +701-90 +701-76.5 -79 +7 -9 +701-71.6 +701-90 +701-885 +/-67.8 +701-9 O00/ 2- WO • W QOQ FRAME • • • • 10-MAX. AS3EMBLY •••••• •••• • • � TUBE • • TABLE•3: Design Pressure(pst)for Windows Attached to a Horizontal Frame Assembly Tube T ® a N01 N }B N Window Width WINDOW u n n HEIGHT o WINDOW FRAME _ under23" 2515116" 27314" 30" 33-1/2" 35" 37" j o HEIGHT ASSEMBLY J- Anchor Anchor Anchor Anchor Anchor Anchor TUBE 0 2 m Qi a Group Group Group Group Group Group AnchorGrotQ Anchor Group ►�WINDow��- gCHOR w>d0 o 10"MAX WIDTH AN All All All B A,C&D A 8 C&D A 8 C&0 (4),IF REO. n Z Oz under 23" +7&-90 +7(Y-90 +70190 +70'-90 +70f-82.1 +70'-90 +7d90 +70/_78.5 +701-90 +70/-90 +70/-74-3 +70/-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR 25-15/16" +70'-90 +74-90 +74-90 +74-90 +74-90 +74-90 +70/-88.8 +70/-90 +701-90 +701-84 +701-90 +70/-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET + + + + + (4),IF REO. 3 FOR ANY ADDITIONAL ANCHORS114"�i 363/8" 7490 74 90 74-90 +74 90 +74 90 7490 +7490 +74-90 +701-90 74-90 +701-90 +70/-90 N� ..... REQUIRED FOR THE FRAME ASSEMBLY �� O,.. •••, 1- 0 48" +7490 +7490 +7490 +7490 +74-90 +7490 +7490 +74-90 +701-90 +701-90 +701-90 +701-90 WINDOW TUBE. �< .• ��GENSF •.,� z 50518" +7490 +7490 +74-90 +7490 +74-90 +7490 +74-90 +74-90 +701-90 +70/-90 +70/-90 +70/-90 ~i WIDTH Q , 60" +7490 +7490 +70'90 +7490 +74-90 +70'-90 +74-90 +74-90 +701-90 +701-90 +74-90 +701-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR No.58705 63" +74-90 +7490 +7490 +74-90 +74-90 +70190 +7490 +70%90 +701-90 +701.90 +70/_90 +701.90 LOCATIONS AND QUANTITIES.SEE SHEET � 3 FOR ANY ADDITIONAL ANCHORS 72" +74-90 +7490 +7490 +74-9D +74-90 +7490 +74-90 +74-90 +701-90 +70-90 +701-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY 0 67 rig 3 W 76" +7(Y-90 +74-90 +7990 +701-90 +74-90 +7490 +7490 +701-90 +701-90 +701-90 1 +701-90 +701-90 TUBE. 0 '• STATE OF . 84" +74-90 +7490 +7(Y90 +701-90 +7490 +74-90 i'� '•.•FCORIDP.•' U��` NOTES: c%SSbNAL 0"\ 111111 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.M W705 FOR GLASS TYPES: TABLE 14: 5)7/8"LAMI. IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) Ait.,ld'i Il-11 Code �calh tAs Design Pressure(psf)for Single Windows,AN Anchor Groups Fkub1:'s-.:Iipi:.�n Code Window Width under 23" 25.15116" 27314" 30" 1 33.112" 1 35" 1 37" h1i ml Dadz I rm ual[flu 111 under 23" +701-90 +70f-90 +701-90 +701-90 +7x90 +70/-90 +70/90 WINDOW 8;, GFFet 26-15116" +701-90 +701-90 +70/-90 +70/-90 +70/-90 +70/-90 +70f-90 HEIGHT j 36.3/8" +70/-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 J 48" +70/-90 +70/-90 +70/-90 +70/-90 +701.90 +701-90 +701-90 x 50.518" +70/90 +701.90 +701.90 +701.90 +701-90 +70190 +701.90 ..I WINDOW 60" +701-90 +701-90 +701-90 +701-90 +701-90 +701.88.6 +701.84.6 1 WIDTH 63" +701-90 +701-90 +701.90 +70190 +701.87.2 +701-84 +701-79.9 SEE SHEETS 1&4 FOR WINDOW ANCHOR 72" +701-90 +701-90 +70188.5 +70/81.5 +801-70 +80189.4 +80167.8 0 LOCATIONS AND QUANTITIES. 76" +701.90 +701-90 +70136.3 +701-76.7 +60/-67.2 +601-65.2 +601.63.3 LU g [� 84" +701-90 +70/-90 +701.81.3 +60/-70 +601.61.8 z V r^ ptf c r K Z J O` TABLE 15: r Design Pressure(psf)for Windows Attached to a Vertical Frame Assembly Tube r U) •ii WlndowWidth O Q _U. under 23' 25.15/16" 27314' 30" 33.1/2' 35" 37' 00 W W •••••• • • • •••• 00 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group o o O 0- b V1 •••••• ••••• A B C D A B C&D B A,0&D A B C&D A B C&D B A,C&D 8 A,C&D (n � • under 23' +7/•94 t70/90 +70/-90 +701-90 +701-90 +70/-90 +70/90 +70190 +70190 +701-90 +70190 +701-90 +701-90 +701-90 +70190 +70/90 +701-90 +701-90 +70190 W of •• 515/16• + 70!-90 +70/90 +70/-90 +70/90 +701-90 +70/90 +701-90 +70/-90 +701-90 +70/90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +70/90 D Z •••••• 38318' +70MO *70/-71.6 +70/90 +701-90 +70151 +701-90 +70190 +70/-90 +701-90 +70190 +70/90 +70190 +701-9D +701-90 +701-90 +70190 +70/90 +701-90 +70190 (n Z ••••• •48i +7044* •H-57.3 +701-90 +70/-90 +194.8 +70/-90 +70190 +70190 +70!90 +701-90 +701-87.8 +70/90 +701-90 +70/-78.6 +70190 +701-90 +701.90 +70!•88.9 +701-90 •••••• jQr5f8' +I-Q-4 0 +l-54.3 +701.90 +70/-90 +/-81.4 +70/90 +701-90 +70190 +70190 +70190 +70193.2 +701-90 +70190 +70/-74.6 +70190 LILJ +701-89.2 +701-90 +701-84.3 +70/90 Y • • • + 5 •+/-45.8 +701.84.7 +70/-90 +151.8 +70f-81.2 +70/90 +701-75.9 +70190 +701.89.6 +701-70.2 +70190 +70/-80.3 +/52.9 +70/90 +70/-76.2 +701-88.6 +70f-71.2 +701-84.6 j d Z •••••• 63" +/95.7 +/-03.8 +70!90.7 +701-89.5 +/-09.3 +701-77.3 +701-90 +701-72.3 +70/90 +701-85.3 0-86.9 +701-90 +701-76.5 +159.9 +70187.2 +701-71.6 +70184 +/67.8 +70/•79.9 O Z W •.l" � (n o0 W oQ • • ••• • FRAME m O n(I) Cl) U •••••• •••• ••• --►-� ASSEMBLY 10'MAX. 3 qW yQ • • TUBE rc o 7 0 ice-V to • •••• • �• • • • • TABLIK 66: T w ro WINDOW >n a Design Pressure(psi)for Windows Attached to a Horizontal Frame Assembly Tube HEIGHT ® o N N rn Window Width � 'q't N �M nM under23' 25-15116" 27314' 30' 33.1/2' 35' 3T WINDOW FRAME IyyINDOWI- ADDITIONAL o�x� r=- HEIGHT ASSEMBLY -►{ WIDTH rT ANCHOR =�my a Anchor Anchor Anchor Anchor TUBE Anchor Group Anchor Group Anchor Group (4),IF REO. z w Group Group Group Group W>'1:0 0 All All All All 8 A,C&D A B C&D A 8 CBD 10'MAX SEE SHEETS 1&4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET o z oz under 23" +70190 +70/90 +70190 +701-90 +701-82.1 +70190 +701-90 +701-78.5 +701.90 +701-90 +701.74.3 +70190 ADDITIONAL 3 FOR ANY ADDITIONAL ANCHORS 0 25-15116" +701.90 +701.90 +701.90 +70/•90 +70190 +70190 +701-88.8 +70/-90 +70/90 +701.84 +7049D +70!90 ANCHORREQUIRED FOR THE FRAME ASSEMBLY 38318' +701-90 +70/-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 +70190 +70190 +70/-90 +70f-9D +701-90 (4),IF REQ. TUBE. \� O ........ 46' +70190 +70190 +70/90 +70/-90 +70190 +70190 +70/-90 +70/90 +70/90 +70/-90 +701-90 +701-90 505/8" +70190 +70/90 +70/90 +701-90 +70/90 +70/90 a70f-90 +70190 +70190 +701-90 +701-90 +701-90 WINDOW WIDTH No.58705 60" +70190 +70/90 +70/90 +70190 +70/-90 +701.90 +701-88.6 +70198.6 +70168.6 +701-846 +70184.6 +701-04.6 E SEE SHEETS 1&4 FOR WINDOW ANCHOR 63^� +70190 +70/90 +70/90 +70/90 +701-87.2 +701.67.2 1 +701-84 +701.84 +70154 +701-79.9 +70/-79.9 +70/-79.8 - _LOCATIONS AND QUANTITIES.SEE SHEET 72" +70190 +70/90 +701.88.5 +70/$1.5 +601-70 +60/-70 +601.69.4 +601.69.4 +60/-68.4 +60/•67.6 +80/-67.6 +601-67.6 3 FOR ANY ADDITIONAL ANCHORS 76" +701.90 +70/-90 +701.86.3 +701-76.7 +601.67.2 +601.67.2 +601.65.2 +601.65.2 +601.65.2 +60/53.3 +60193.3 +60/.83.3 REQUIRED FOR THE FRAME ASSEMBLY ST TE OF TUBE. iOX� '•.•FLOt. 84" +70/90 +70/90 +70151.3 +80/-70 +60181.8 +60161.8 iORI,,...,.. SS/ONA\-,\ NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.X68705 TABLE 17: FOR GLASS TYPES: 6)7/8"LAMI. IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SGP-3/16"AN) 4 111'0vcd arc0alplplegwtibthe Design Pressure(psl)br Single Windows,All Anchor Groups IFlaridu IIuidl" Cale R8)7/8"LAMI. IG:(3/16"T-1/4"AIR-3/16"AN-.090"SGP-3/16"AN) Date ° ) Wlydow Width 190A#_l under 23' 25.15116' 27-314' 30' 331/2' 35' 37' Moral D d¢product Coarro under 23' +901-130 +901-130 +901-130 +901-130 +90/-130 +90/-130 +901-130 fly. 25-15116' +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130 +80/_130 t ---r 363/8' +901-139 +901-130 +90/430 +901-130 +90/-130 +901-130 +90/-130 WINDOW t 48' +901-130 +901-130 +90/•130 +90/-130 +90/-130 +901-130 +90/-130 HEIGHT = 505/8' +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 1 +901-130 60" +901-130 +901-130 +901-130 +901-130 1 +901-130 +90/-130 +90/430 63" +90/430 +90f-130 +901-130 +90/430 +90/-130 +901-130 +90/-130 WINDOW WIDTH J 72" +9&-130 +901-130 +90/-130 +9&-130 +901-130 +901424.6 +901-115.7 76' +90/-130 +90/-130 +90/-130 +901-130 +90/-126.2 +901-118.7 +90%109.8 SEE SHEETS 1&4 FOR W WINDOW ANCHOR CL 1l- 84' +901-130 +9&430 +901-130 +90/-130 +901-118.4 LOCATIONS AND QUANTITIES. zo U oOd 3 0 ¢ Z o` TABLE 18: 04r O •••• Design Pressure(psl)for Windows Attached to a Vertical Frame Assembly Tube 00 Ur J LL LL • • • • •• Window WidthLU W }- m ••••: • under 23" 2515/16" 27-314" 30" 33-112" 35" 37" o o 0 a O) •••••• • is Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group •• T+7 C D A B C&D 8 A,C&D A B C&D A 8 C&1) 8 A,C&2. A 8 C&D W • under 23" 1-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +70/.90 +70/-90 +70'•90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-9D +701-90 +70/-90 +701.90 D °Z •••••• • p 2515fl6" 1.90 +701-90 +70/-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +701.90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +701.90 +701.90 +701.90 Z ••••• O • • %WN8" -71.6 +70/-90 +70/-90 +701-81 +701-90 +70/-90 +701-90 +70/-90 +701-90 +70'-90 +70/-90 +70/-90 +701-90 +70/-9D +701-90 +70/-90 +701-90 +701-90 +701-90•d8" 7.3 +701.90 +701.90 +1-64.8 +70/-90 +701-90 +701.90 +70/-90 +701.90 +701.87.8 +701.90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 +70/.88.9 +701-90 Y L4.3 +701.90 +701-90 +1$1.4 +701-90 +701-90 L+701-90 +70/-90 +70/-90 +70/-83.2 +701.90 +70'-90 +701-90 +70/-90 +701-89.2 +701-90 +701-90 +70/.84.3 +701.90 a Z 0 • • �" + +/-45.8 +701-84.7 +701-90 +/-51.8 +70/-81.2 +701-90 +70/.75.9 +70/-90 +70/-89.6 +70/-70.2 +701-90 +701-80.3 +70/-78.6 +70/-90 +70/-75.2 +701-90 +701-90 +70/-71-2 +701-90 O Z .. •••••• 83 +1.55J +/.43.8 +701.80.7 +70/89.5 +1-49.3 +70/-77.3 +70/-90 +70/-72.3 +70/-90 +701-65.3 +/-66.9 +701-90 +70/-76.5 +70/.74.9 +70/-90 +701-71.6 +701-90 +701-86.5 +1-87.8 +701-90 Q • • w i Of 0/W 0/Q u • •••• • •• FRAME p '� o i=V m •••••• •••• • • • • 10"MAX ASSEMBLY •••• TUBE TABLE 19: ® ipol * N Design Pressure(pal)for Windows Attached to a Horizontal Frame Assembly Tube WINDOW N o F1 HEIGHT Window Width WINDOW FRAME under 23' 25-15/16" 27-314" 30" 33112' 35' 37' HEIGHT ASSEMBLY zz Lj m vi a Anchor Anchor Anchor Anchor Anchor Anchor TUBE I WINDOVJI ADDITIONAL w W .0 o Group Group Group Group Group Group Anchor Group Anchor Group �i WIDTH I� ANCHOR >a-Y 10"MAX. (4),IF REQ. o o fr f All All All All 8 A,C&D A B C&D A B C&D o Z z U under 23" +701-90 +701-90 +701.90 +701.90 +701.82.1 +701.90 +701-90 +70/-78.5 +7x•90 +701-90 +701-74.3 +70/-90 ADDITIONAL SEE SHEETS 1&4 FOR WINDOW ANCHOR ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET 25-15116" +70190 +701-90 +70190 +701-90 +701-90 +70/-90 +701-88.8 +701-90 +701-90 +70184 +7&-90 +70/-90 (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS � 1-YNN 38-3/8' +70/40 +701-90 +70/-90 +7x90 +70/.90 +70/-90 +70190 +701-90 +7a90 +70/-90 +701-90 +r0/-90 REQUIRED FOR THE FRAME ASSEMBLY �� pCTV,......, 48' +70/-90 +70/-90 +T0/-90 +70/-90 +70/-90 +r0/-90 +70190 +70/-90 +70/-90 +7x90 +701-90 +70190 WINDOW 50.5/8" +701.90 +701.90 +70/-90 +70/-90 +70/-90 +70/-90 +701-90 +70/-90 +70190 +70190 +701-90 +70/-90 WIDTH Q 60" +701-90 +70/-90 +701-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70190 +70190 SEE SHEETS 1&4 FOR WINDOW ANCHOR _ N0.58705 63" +701-90 +701.90 +701-90 +701-90 +70/-90 +70/.90 +70/90 +70/90 +70/-90 +701-90 +70/-90 +70/-90 LOCATIONS AND QUANTITIES,SEE SHEET __ 7Y +701-90 +70/•90 +701-90 +70/-90 +701-90 +70/-90 +701-90 +701-90 +70140 +70/90 +701-90 +701.90 3 FOR ANY ADDITIONAL ANCHORS '• al �13 _- REQUIRED FOR THE FRAME ASSEMBLY S I ffff �� 76' +701.90 +70140 +70/-90 +70/-90 *70/-90 +70/-90 +70!•90 +701-90 +7&-90 +70190 +70/-90 +70/-90 TUBE. STATE OF 84" +70(90 +701-90 +701-90 +70/-90 +70/-90 +701.90ORI NOTES: 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. A.LYNN MILLER,P.E. P.E.#68705 TABLE 20: Item Dwg,# Description Material ASSEMBLY DETAILS .082' �{1.124" 1 7002 Main Frame Head,Sill&Jamb 6063-T8 Alum. ALL DETAILS SHOWN FROM THE INTERIOR NOM. ( 434" 2 7071 Anchor Plate 6063-T6 Alum. 2 919, Lf�t_J 125" 3 7003 Sash Top,Bottom&Side Rail 6063-T6 Alum. f .082• 2.7101' 4 7008 Frame Corner Ke Steel '439" 't NOM. 5 7009 Sash Corner Key Steel 3 .062" 6 7078 lFrame Gasket Vinyl Foam 1.159" 7 7072 Sash Corner Gasket Vinyl Foam 2.784- 2.139' 8 7070 BulbWeatherstri .187"x.275" Flex PVC 70 •093" 10 7024 Maxim Multi-Point Lock Steel SASH 1 FRAME HEAD, 3 SASH TOP, 71 FRAME 11 7026 Lock Support Plate Steel O SILL&JAMB O BOTTOM&SIDE O ASSEMBLY TUBE 12 7014 Muiti Lock Keeper Steel AS REQUIRED PER 2 CORNERS 07002,6063-T6 #7003,6063-T6 #7004,6063-T6 13 7013 Tie Bar Guide Nylon TABLE 3,SHEET 4 1 14 1 7015 ITie Bar Assembly Steel or SS 1.356" 15 7028 IMaxim Dyad Operator,WW<_24" Steel 2.203' 16 7027 Maxim Dual Arm Operator,WW>24" Steel 1 .040" 1.000" 17 7030 O erator Gasket Vinyl Foam 1 j===i•441" 18 7031 Operator Backing Plate Steel 7 •423" —►� I�1 19 7051 Operator Spacer Block Nylon 095" 09Y 20 7032 Stud Bracket Steel 3 FIXED .093' O ANCHOR PLATE O SCREEN FRAMES ADDON FLANGE i•••• 21 7023 033 lOperatEgrestioinge(Heavy Dutyr Track&Slider DjuManruf.b Truth Steel Steel2 #7071,6063-T6 60 #7006,6063-T6 70 #134,6063-T6 • • 50 E rcCss Hlngfe/Washable(HD),Manuf.by Truth Steel 5 • •••• 21! • S b er ti-blowout Clip Steel • 31• D**ftbW4acer Steel '708 .523' r{ I •••••• •3E 1713 SetMrtg Bloek 5/32"x3/16"x 1-1/4" EPDM .050" �0" �J ••••• •33o•1714 {pik 5/32"x 7/16!'x 1-1/4" EPDM 85 F? 865' 865" ••. •• 7036 La B 6063-T8 Alum. Ih ILII • • 03 7042 L C 6063-T6 Alum. •••••• 37 7059 Laml Bead D 6083-T6 Alum. 1 38 1224 35 BEAD B 36 BEAD C Vln 18u 1 Wst Thick Flex PVC 70 •••'•• e #7036,6063-T6 #7042,6063-T6 • 39 25 Vtnyl ul st Thin Flex PVC 70 • •�• 0 w§A Si con Backbedding INTERIOR •••••• BD• • 006 ScrAen FraRte 3105-H14 Alum. —+—{ 172' 81• •7040 Screen Corner Key Polypropolene =' 6 I` 62 Screen Cloth Fiberglass 63 1635 Screen Spline EM.PVC 4 .870' 64 320 Screen Spring Stainless Steel 050' 70 134 Add-on Flange 6063-T6 Alum. FRAME .569" 71 7004 Frame Ass Tube 6083-T6 Alum. O BEAD D 80 #8-32x 1/2"Ph.Pn.Mach.Scr TYPE B Stainless Steel CORNERS 37 #7059,6063-T6 4pproved as complying with the 81 1157 #8x1/2"Ph.Pn.SMS Stainless Steel 88 F'lorids tluldin Code 82 #8x 5/8"Fl.Ph.SMS Stainless Steel I Date i 83 #8 x 7/8"FI.Ph.SMS Stainless SteelRevised �f 1 / `ONLYNN 411��7�iRevised 8y: Dote: Revision: t>IOAN Mtant(Dade�77nduet Cq�trot 84 q8x 1"FI.Ph.TEK Stainless Steel \� ....•• 85 q8x 1"Quad Pn SMS Stainless Steel XCENSF Revised By: Date: Revision: BY 1 j 86 #8X 1-1/2"Quad Pn SMS Stainless Steel �r 87 #lOx 1/2"Ph.Pn./TEK Stainless Steel _ No.58705 L, 89 #10-24x 9/16"Ph.Pn.TYPE F Steiniess Steel — — O Description: Drown By: 90 #12x1"Ph.Pn.TEK Stainless Steel ' "3 f 13 ;,W; BOM AND CORNER VIEWS J ROSOWSKI ' STATE OF �(/: �O�'•• 1070 TECHNOLOGY DRIVE Title: Dote: N P.O. BOX F 1529 75 CASEMENT WINDOW DETAILS - LM &SM 08/08/12 7 7j lQ L vv`v�� NOKOMIS, FL 34274 Series/fAodeL Scole: Sheet: browing No. Rev: 'A.LYNN AER,P.E. CERT. OF AUTH. #29296 CA-740 NTS 10 OF 10 MD-CA740-LM REA 58705 . y M® MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 204 Street, Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.miamid;de.gov/pera/ PGT Industries 1070 Technology Drive Nokomis,FL 34275 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 11SH 700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled"Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option"M"at installations above 30 Ft. above ground(See sheet 1 of 11). 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 No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 11-1013.14 CF_r�tMYW�-, lC r,�c�!"1 Expiration Date: March 26,2016 y�1� Approval Date: November 03,2011 10 2. Page 1 . .. . . . . ... . .. ... .. . . . .. ... . . . . ... . . . . . . . . . . . . . . ... . . . . ... . . . . . . . . . . . . ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011 prepared b > p p Y manufacturer, signed and sealed by Anthony Lynn Miller,P. E. B. TESTS 1. Test reports on:1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on:1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on:1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) t Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 .. ... . • . • • .. • . . • . • • ... . . . • .•. . • . . . • . . . . . . • • • •• •• • • • •• •• ••• • • • ••• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on:1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:1) Uniform Static Air Pressure Test, Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011,prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.H-0128.03) 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 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers," dated 05/05/2011, expiring on 05/21/2016. Jaime D.Gasco�,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-2 . .. ... . . . . . .. •• ••• •• • • • •• ••• • • f • ••• • • ••• • • • • ••• • • • • 0 • • • • • 0 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010,dated October 07, 2011,signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, F'TL-4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmu' ndo Largaespada,R E. (Submitter)under previous NDA No. 07-0322.06 and 05-1018.0.1) G. OTHERS 1. Notice of Acceptance No. 114405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gasc n,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 w ... . . . . ... . . • • • •• w . • • • ••• • • • ••• • • ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.716"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A NOA DRAWING MAP .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®H.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 518"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE SHEET OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES.............1 1.13/16"LAMI IG:(1)LITE OF 1/8" TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS GLAZING DETAILS............2 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. DESIGN PRESSURES.......3 J.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A ELEVATIONS.....................4 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. VERT.SECTIONS.............5 • K.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE HORIZ.SECTIONS............5 OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. PARTS LIST.......................6 i L.13/18"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS••••i •�� •��• EXTRUSIONS....................? • • • • • WITH AN.090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER. CORNER DETAIL..............7 •'•••• M.13/18"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR •• •• • • • • ANCHORAGE....................8-11 :00 • • • SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • 9999•• • •••• •• •• •• 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) ••••• • ••• 9999•• • • ®3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) *000 • •••• •••• • • 0000 •••• A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. 9999•• • • 9 9••090 • 9999 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 9999•• ••000• • •'•• •• 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT SEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. 9999 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL-4645,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUCT RMSED as complying with the Florida 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. Building Code Acca tan No �a 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE(HVHZ). Ay Miarni Dada Product Control 1111111 N t,O 58105Reader. new tY (oil Z ov- J.J. 10/07/11 D 2010 FOC UPDATE S P V' 1070 TECHNOLOGY DRIVE GENERAL NOTES ;A �o J.R. 04AHHi C CHANGED CAP GLASS 7YPE TO TEMPERED FROM HS NOKDWS,FL 34276 ',�0,��•.,FLOR, NOTESCWJGE 3s .ADD NO ALUM.SINGLE HUNG WINDOW, IMPACT /`Aw ON.P�I,� F.K. 11/13178 8 TO 7E P.O.69X 1629 9.r aare swrr en.e 7-4040-20 ..apr+" aK A.L�IIIIIIA��I.EIi,P.E. v-mof, net Dere NOXOM�,FL 31274 VJitb[y Better NTS 1 a 11 4040 20 D FL P.E.#58705 F.K: #/1p6 J.J. 2,13/07 ® NOTE: 1 1 LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16"WITH NO CHANGE IN DESIGN PRESSURE. 1/2"NOM. 1/2"NOM. 41 GLASS BITE 44 GLASS BITE EXTERIOR INTERIOR (ALL SECTIONS) 37 � 37 80,81 or 82 83,84 or 85 ",t L-L-Lj .... 70 70 ' ' •'•• • •• 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS • • ." i .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER •••••• 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS • • • : • : 5/16"NOM. 7/16"LAMINATED •; •• 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS . . ..... . ... ...... . . .... .... (D n J1 ...... .... ...... • 6606 • •• 1/2"NOM. 1/2"NOM. • 46 GLASS SITE 46 GLASS BITE • • 38 38 87,88 or 92 89,90 or 91 PRODUCE REVISED 86, as complying with the Florida Building Cade Acceptenoo N0 70 70 " Do- Miami ode Produet Contro 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS t 1 I I I SIWLAMINATED ATED �yNN AIRS ACE AIRS ACE 1/8"ANNEALED OR TEMPERED GLASS A 1/8"TEMPERED GLASS® �� ,•��G6NS& *'� 13/16"NOM. 13/16"NOM. 58705 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI : LU= dt 10 to 61 LU Rawder. now R"* o."ye"r %'O'. J.J. 10/07/11 D NO CHANGES THIS SHEET �.p SLATE P �� Itradfir. Daft' Affwa 1070 TECHNOLOGY DRIVE GLAZING DETAILS O Ftoa�O••' J.R. 04101/11 C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS NOKOMIS,FL 34276 TM" 'i�� """" �? f1swed0r. Odw RVIOPAM, Fd —4CMT ALUM. SINGLE HUNG WINDOW IMPACT ,SSJONA�- F.K 11/13M ADD ITEM 82 TO SHB LAMI I.G.GLASS d LAMI IG N07E P.O.BQX 1529 ` ta."w V w . 0.1%. NOKOMIS,FL 94274 ysiby gem• ' ° "M16 - A.Ll/fGfd MILLI�F�;P.E. F.K. 9/lA� J.J. 2/28/07 SH700 FUII 2 d 11 4040-20 O FL P.E. 56705 IM FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLL 1, BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" 76" MEETING RAIL 48" A,B,MW+80.0 +80.0 -80.0 +80.0 -60.0 +60.0 •80.0 +80.0 -60.0 +80.0 -80.0 +60.0 -80.0 HT. 60" A,B,M0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 82" A,B,M0 +80.0 -60.0 +80.0 -80.0 +80.0 •80.0 +78.8 -78.8 +77.3 -77.3 +76.9 -75.9 "x° SgSH 63118" A,B,M0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 •75.4 +74.0 -74,0 SI UP TO 63118" C,D,E,F,G,H, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION® TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT " " WIDTH GLASS TYPE 38 318" 44" 606180 63" 72" 74" 76" MEETING RAIL 48" A,B,M +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. � •••• 60" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 "X" S SH • • • ••.• • •• 62.. A,B,M 1+00.0 -80.0 180.0 •80.0 +80.0 -80.0 +78.9 -78.9 +70.0 -70.0 +68.8 -88.8 +87.8 -87.8 •• �: . ••• : 63118" A,B,M +80.0 •80,0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +98.0 -0.0 +66,7 -88.7 +65.5 -66.5 •••.•• • • • • UP TO o3 wrl C,D,E,F,G,H,I,J,K,L +60,0 .60.0 +80.0 •80.0 +80.0 -60.0 +80.0 -80.0 +79.0 -70.0 +70.0 •70.0 1 +70.0 -70.0 •'•••• •• •• •• CUSTOM VIEW 8t RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION® TABLE 3. . FI •••;•• ••• •••••• BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS w T. ••••• •••••• •••••• =+80.0 EIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.WI BASH■78"FLANGED AND 76"INTEGRAL FIN) O„ MINUS i••••i •••• •••• WIDTH GLASS TYPE2211116" 28 3118" 33 3IN' 39 5116" 4413116" 50 3/8" 6615/16" SASH • • ' ";"' 53118" D,E,F,J,K,L -80.0 +80.0 -80.0 +80.0 .80.0 1 +10.0 1 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT. MEETING RAIL j • •••• •• GLASS TYPES: TEST REPORTS TABLE 4. • • • • .X" $ H • • A.5118"LAMI-(1/8"A,.090,1/8"A) FTL-4847,4648,4723,4957 B.6/18"LAMI-(1/0-A,.090,1/6"HS) FTL-4847,4646 C.6/18"LAMI-(1/8'1HS,.090,1/8"HS) FTL-4847,4848 D.7118"LAMI-(3/1VA,.090,3118"A) FTL-4845,4885 E.7/18"LAMI-(3118"A,.090,3118"HS) FTL4646 F.7/18"LAMI-(3/16"HS,.090,3/16-HS) �,4U5 mmplyi T witli tim Florida complying ln BuildingCodc 0rS G. 13/18"LAMI IG-1/8"T,AIR SPACE,6/16"LAMI-(1/8"A,.090,1/8"A) FTL-4848,4723 AccoptanceNo H.13/16"LAMI IG-1/8"T,AIR SPACE,5/18"LAMI-(11WA,.090,1/8"HS) FTI.-4646 Date 1. 13118"LAMI IG-1/8"T,AIR SPACE,6/18"LAMI-(1/8"HS,.090,118"HS) FTL-4048 _.__A 8&pro uct Contin J.13/16"LAMI IG-118"T,AIR SPACE,7/16"LAMI-(3/18"A,.090,3/18"A) FTL4649,4650 K.13/18"LAMI 10-1/8"T.AIR SPACE,7/16"LAMI-(3116"A,.090,3/18"HS) FTL-4849,4650,4958 L. 13/16"LAMI 10.1/8"T.AIR SPACE,7/16"LAMI-(3/18"1-18,.090,3/18"H8) FTL-4849,4650 t t I I I I M.13/16"LAMI IG-1/8"A,AIR SPACE,5116"LAMI-(118"A„090, 1/8"A) FTL-5983 `�� y <,YNN Af AZO ;CENSE NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN 58705 PRESSURES ARE UNEFFECTED. = k;' No• 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. ® - 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM.® i J.J. 1Qfi17/11 0 NO CHANGES TINS SHEET °ink �f1 STAT P.•' �` ,�rE��fmwmr. CAW ,�r� � DES/GNPRESSURES ,0,�. '•.,FLORtQ. ��?; J.R. OPA'1/11 c ctlANor:n c,�P GLASS TYPE in 7Fn�rEREo 1/+s No +M FL sar�a Ift ALUM. SINGLE HUNGwmmmemwWINDOW IMPACT F.K. H31N8 8 R FORMAT AW WT. UPAA 78StN09 NO M 19SW4 Vtr/blyDomr IVIS 9 a 11 4040�2a7 O A FL�P.E# ,5 E F.K &Hj6 J.J. M W7 531/8"MAX.FLANGED WIDTH® 52 1/8"MAX.I.F.WIDTH 49 5/8"MAX.FIXED D C-•-� DLO(ALL) II — — 75"MAX. 75"MAX.M75"MAX. SEE DLO I.F. A A I.F. I.F. TABLE 0 j D� HEI HT SEEE DO O / HEI HT SEE DLO TABLE C HEI HT Al — ® TABLE 0 78"MAX. 78"MAX. 78"MAX. FLANGED FLANGED FLANGED HEI HT HEI HT HEI HT SEE DLO 38 7/18" TABLE X j SASH SEE DLO X SEE SEE DLO X S E ( ') HEI HT TABLE — j NO E 4 TABLE — j NO E 4 ' 481/4"MAX. •••• VENT DLO(ALL) DETAIL B DETAIL C •• DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) ...... . . . . ...... .. .. .. ..... . ... ...... E ' •••• •••• VERTICAL DAYLIGHT • • • •••••• OPENING • 75"MAX. 75"MAX. •••••• •••• •••••• FIXED LITE •' "" ' " I HEIFHT E+j HEIFHT LOW HIGH SEE DLO I ® DETAIL SILL SILL TABLE SEE DLO A 34 1/2" 343/10-�••� O / 78"MAX. TABLE O j 78"MAX. B 41 5/8" 41 1/4" FLANGED FLANGED C 41 1/4" 40 7/8" HEII IPHT HEI HT D 52 5/8" 52 11/16" E 52 1/4" 52 5/16" SASH PRODUCT REVISED SEE DLO TABLE X j I 20'SH SEE DLO TABLE X j SASH LOW HIGH •sldi7ingwith the ilorida HEIGHT HEIGHT DETAIL SILL SILL Au P 2Na * A 34 1/2" 34 3/16" on )wa B 27 7/16" 27 1/8" DETAIL D DETAIL E C 277/16" 271/8" Mind afro udCoutrol D 18 3/8" 15 3/4" VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 16 3/8" 153/4" TABLE 5. IIIIII %.. NOTES: \�. �y LYNN M 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. ``�,��•��GENSF ' .'Q 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 58705 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. ® = �c; No• 4,SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. ® - �t R„: W_ a 11 W, uj Rmder. Oak, rtwb+,. Ds.r11az 'O OF J.J. 10/7/11 D NO CHANGES THIS SHEET ��O'•, STAS P Z� 1070 TECHNOLOGY DRIVE P T ELEVATIONS ; ,�.'••.,FLORIo• J.R. 0~1 C NO CHANGES7HISSHEET NOKOMIS,FL54276 7B" /�� SS+IQNA� `\ Di ALUM. SINGLE HUNG WINDOW IMPACT FK 11/13M 8 ADD INTEGIM FIN .F. VERSION,CHG.NOTE'S.ADD NOTE 4. P•O•BOX 1626 � a".r n.w•ia, Rnc A.LY�IIf MdILL��,P.E. p,.M„Br a,w DdW NOKOMIS,FL 34274 Virtb&BernrSkt~. a 11 4040.20 D FL P.E.#58705 F.K. 9/1/5 J.J. 7/23/07 SH700 —]ITS 4 1-^-2'784 --1 NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 31 9,10,11,15,16 MAX. FIXED 2.710" LITE 7, 8 OR 17 DAYLIGHT 25 OPENING OUTSIDE 255 MAX.FIXED LITE DAYLIGHT OPENING 0:00 ••• i= MAX.WIDTH SECTION A-A 6 •••• 0000 •••• OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS® INSIDE ...... . . . . 23 • 47 50 •••••• •• •• •• MAX. ' HEIGHT 21 ••s:•• • ••• •••••• 2. 45 ••••• •••• •••• I HIGH I • • �••••� �e•••• OUTSIDE I SIL 2. 30 •••••• LOW • SI).L • • • • MAX. •••••• •••••• VENT 49 Rr see* DAYLIGHT HIGH SILL LOW SILL HEAD JAMB OOUTSIDE OPE 682.710" ®I.F.FRAME I 28 53 II PRODUCT REVISED OUTSIDE I as 001w ins with the Florida Building Cock Acceptanco No 6 n 53 2.330" 2.946^ 63 Hund product Contro 52 (LOW SILL) (HIGH SILL) SEE NOTE ABOVE 54 64 l l t I l I 3 30 ULTRALIFT gg 67 12 ONLY ULTRALIFT SECTION B-B 12 ONLY SECTION C-C _*; 14o.58705 RADIUS TOP = (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION _ a I o 6( �_ 1 rtw,der. t>otr "'"en: ) �� '. STA EOF �- J.J. 1QM7/11 D NO CHANGES THIS SHEET 1070 TECHNOLOGY OWE SECTIONS ;Oita FLOR�oP.• �j�` „k J.R. Q4/01/11 C NO CHANGES THIS SHEET NOKOMIS,FL 34278 � ALUM. SINGLE HUNG WINDOW, IMPACT i`s`SIONA��,� F.K. 11/1"0 B ADD I.F.SECT ONS&CONSOLIDATEBAL.COMPONENTS P.O.89)(1529 &~A.* ',,, a. A.LYlffd 91UILLLI�,P\.E. V a ft' DaY orer NOKOMIS.FL 54274 ysib&Better F.K. A/1p5 J.J. 2/23V1T7 SH700 Half 5 d 11 4040-20 D FL P.E.#58705 ITEM DWG.# DESCRIPTION POTk ITEM DWG.# b68CRIPTION POTIM 1 4002A FLANGE FRAME HEM 612225 80 1635 SCREEN SPLINE-.136 bIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 761 POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612228 63 506 GLAZING CHANNEL(.688 X.600) 6533402 5 1826 ADHESIVE OPEN CELL FOAM PM 7PAD1826 84 1161 06 X 1.000 PH.BUGLE TEK 706X1 8 1 40 FLANGE FR 812227 87 GLA2INGT 1,1/18 X 1 -7118 LAMI 62 610 7 1 4626 SASH STOP 612244 ® 88 4061A SASH BOTTOM RAIL(HIGH SILL) 64081 8 4025 SASH STOP(EGRESS)1.128 LONG 612244 69 4050A FLANGE FRAME SILL HIGH SILL) 64060 9 4029 SPIRAL BALANCE,3/8",8/8",OR 11/16" 70 SILICONE,DOW 898,995 OR EQUIV. 10 1080 BALANCE COVER,3/8"OR 5/8" 6BALCVR918 80 A GLASS,6/16"LAM,018"A.090 PV0,1/8"A) 11 08 X.760 PH.PN.SMS 7034M 81 0.GLASS,5/16"LAMA, 118 A.090 PV0,1/8"1-18) 12 BALANCE BOTTOM BRACKET 70N-TBKT 82 C.GLASS,5/16"LAM,(1/8"HS,.090 PVB,1/8'118 13 1085/1 95a SASH TOP GUID9 42504 ® 83 D.GLASS,7/16"LAM,(1/8-A.090 PVB,1/8" 16 #8 X 1 PHILLIPS FLAT HEM S.STL 78X1FPAX 84 E.GLASS,7116"LANK,0/8-A-090 PVB,1/8"HS) 16 1080-1 BALANCE COVER,11116" 6BALCVR870 ® 85 F.GLASS,7/16"LANK,(118"HS,.090 PVB,1/8"HS) 17 4083 SASH STOP COVER 64053 86 G.GLASS,13AW LAM IG;1/8"T,AIRSPACE,6116"LAM,0/8"A.090 PV6,1/8A) 16 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAM IG;1/8"T.AIR SPACE,5/16"LAM, 1/8"A.090 PVB,1/8"HS 19 08-32 X 12"LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/18"LAM IG;1/8"T.AIR SPACE,5118"LAMA,(118"HS,.090 PVB,1/8"HS) 21 40540 FIND MROT'ING RAIL 04064C ® 89 J.GLASS,13/18"LAM 10;I/8"T,AIR SPACE,7118"LAMA,(3/16"A.090 PV6,3/16"A) :.•..: : .". 23 40080 SASH TOP RNL 84006 90 K.GU1S8,13/18"GU-10,1l8'T,AIR SPACE,7116"LAM,(3118"A.090 PVB 3/18"HS) w. w; • 25 1236 WOW".1 0 R,270 WOK,FIN SEAM- 07618G 91 L.GLASS,13116"LAM 10;INT,AIR SPACE,7/18"LAM,(3/16"HS,.090 PW,3/16"HS) _ •.•••• • • • • 26 1098 SWEEP LATCH 71096 92 1m.UMTTRR ;1 ,(118-A-090 J • • •••••• 27 1016 08 X.826 PH.FL.SMS 7658 2.87 •••..• •• w• •• 28 4007 S H O L(LOW SILL) 612 30 2.784 ••••• i w.•• i s.i.• 30 1226 VVSTP.,BULB VINYL 8T 49 ••:•• •••s s•.. 31 4008 SI SASH Lt RAYL 812231 34 1268 SASH ACE GU 9 4 501 ij so • •• 35 1622 LAMI SETTING BLOCK 3/32"X26184"X 1" 71822K 3.456 s 0:6 0 36 1052 LAMI IG BETTING BLOCK 1"X 3k"X 1116" 71062K w 0900 • •• 37 1224 VINYL GLAZ.99M BULB(THICK) 6TP247W,K • • • • 38 1225 VINYL WE BEAD BULB(THIN) STP246K . 41 40398 GLAZING BRAD,6/16 LAM.GLASS. 640396 O FRAME, I.F. HEAD 42 4044B GLAZING BEAD,6116 LAMI VWGRILL KIT 644703 ®47 #4071A,6063-r8 44 4222A GLAZING 0 jm"LAm 64222 46 985C GL AZINQ BEAb,7/16"LAM VWGRILL KIT 8985 #4072A,6063-T6 48 FRAME, I.F. LOW SILL 46 4067 GLAZING BE ,13/16"LAM I.G. 64087 2 M 47 4071A FRAME,I.P.HEAD 84071 48 4072A F I.F.L SILL 64072 ® PRODUCT g wi(h diD 2..97 as complying with Uie Florida 49 4073A FRAM_,I,F.HIGH SILL 64073 ® Building 77-- 1 60 4074B FRAME,I.F.JAMB 64074 52 4009 SILL LATCH(EGRESS) (LOW SILL) 784009 .082 NOM 63 1086 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS Yvliami ada product comrol 64 2740 SILL LATCH(OGRESS) HIGH SILL) 62740 4.171 2.1 1 55 1014 SCREEN FRAME(HOR.&VER.) 61014 NOM Be 1630 SCREEN CORNER KEY WRINGS 71830 THICKNESS I 57 1831 SCREEN CORNER KEYVV/OUT RINGS 71831 ��` '(NN•MI«FR 581073 SCREEN SAAR 7CASP OdsOSE K 59 1624 ISCREEN SPLINE-.135 DIA FOAM I 61624K OFRAME, I.F.JAMB 1p5 49 FRAME I.F.HIGH SILL ® �� #40746,6063-T6 ®O — 04073A.6 (USED AS RADIUS TOP HFJ10) _ �: I I � W dJ. 1"7111 0 NOCHANGES THISSHEET � :'� S�Pt�DP•' I=Mcwo�,,�� PARTS LIST ;'Q •• FLO • ?, Alt 001/11 C CNANGEOCAP GLASS TYPE TO TEMPERED FROM HS NOKOAAIB.FL"m nw i,Off. ' •....... FJc 1lnslroa a Po eQocl�e ALUM. SINGLE HUNG WINDOW IMPACT �",%S10NP��' pllt NOKOMIB.F4 UM 1/Ja1bb�tp�. •rr wa a A.LYI(IN MIIJL!ItIR,�P.E. F.K. dV1A76 JJ ?/? 177 SfOaO /NTS 6 a 11 4040 20 d FL P.E.#58705 ® I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I.F.FRAME A X2.764 062 I II II 1.363 2.830 2.330 1 .062 .L— 6 or 50 O FLANGE FRAME HEAD I #4002A,6063-T6 X2,784--� I 1.749 O FLANGE FRAME SILL (LOW) WELD #4003C,6083-T6 6 or 50 ALONG SCREW BOSS(2) SEALANT OR GASKET AT HEAD AND SILL 2.710 f►-1.513 738 e •• 062 —1==082 .490 040 I •••• •• �1.461�� VIEW D-D VIEW E-E • • • • • �&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER _ _ FRAME CORNER CONSTRUCTION • • FLANGE FRAME JAMB ' • ••'••• 7 #4025,6063-T5 17 #4053,8083-T5 .050 t •.••.• •• •• •• O #4004,6083-T5 _1 • • ' • 1.165 — •••�•• • ••• •••••• (USED AS RADIUS TOP HEAD) � I 878 eeewe eeee eewe 2.326 1.096-1+---. • e 'eeee• 'eeew' 1.342 ...•.. I--z.279--- 7T 062 1 9 41 GLAZING BEAD, 5/16" • • • ••.w.• I #4039B,6063-T5 • • • 1.979 '••• •••� 082 .155 1.707 o6z S FI SASH SIDE RAIL ' • .062 � #4008,8083-T5 eeew O21 FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) #4054A,6063HD-T6 #4006C,6063HS-T6 O #4007.6063-T5 ,050 y '678 050 I 1.096 �i—T 676 42 GLAZING BEAD,5/16" PnODUC REVISED #-00446,8063 T5 °R COmplyiug with the Florida Building Code 2'328—� 1.096 �-iT (USED WI GRILL KIT) /�caprancoNo_� t��; .082 RX ' on a /GCi9� 2.946 44 GLAZING BEAD 7/16" _t _ ny_ 3.446 #4222,6063-T5 Mie W ode Product Control 2.838 •683 .0550 062 vYNN lr .678 1.097 \�� LYNN M/l�� •050 46 GLAZING BEAD, 13/16"IG ; ,zo -ENS •.'P �� F�2.784--►� 1.115 ^moi #4067,6063-T5 ��:' O �t 69 FLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" =* No.58705 #4050A,6063-T6 #4051 A.6063-T5 #986C,6063-T5 _ (USED W/GRILL KIT) � 10'•, a tOlelbl J J.J. 1Q4T7/11 w.vD NO CHANGES THIS SHEET �� STAGE or Z\ ,070TECHNOLOGY DRIVE P T EXTRUSIONS&FRAME CORNER DETAIL ;O,c ., FLoa�o,. �0 J.R. 04471/11 C NO CHANGES THIS SHEET NOKOMIS,FL 34276 r•" '�,FSS,ION A� �� UPDATEFR4MECORNERASSEMBLYTOINCLUDEI.F. SUM SINGLE HUNG WINDOW, IMPACT w«< A LYN�II{AILI�I��P.E. F.K. 11/13 M B P.O.BQX 1628 q■rney °we Dab: NOKOMIS,FL 94274 V/Jtbty Better F.K. WOW J.J. 2/23L07 SH700 Half 7 a 11 4040-20 0 FL P.E.#58705 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2-1/4"ELCO S84 CRETE-FLEX SUBSTRATE: 28.603 34.60 1 40.603 46.603 52.60 1 58.603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: � Mp p p WINDOW GLASS NZ Zco Z ZANCHOR LOCATIONS ARE B cliASED ON THE O�i0 ' U Uc. ONvOOO -ONOOty 0�OFOLLOWIING DIMENSIONS. U U U C)lU U U HEAD-WIDTH TYPE U 181/2" MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS 15"MAX.FROM BOTTOM CORNERS 19.125 H,I,J,K,L 121 1 1 1 1 21 112221 222222222222222222222222222232233 8"MAX.BELOW MTG.RAIL 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ®SILL-ANCHORS NOT REQUIRED A,B,M - -- - -- - ---.._...._.._... -- - - - --- - _ - -.__._`_..--- -- -- ._.. _ -- ._... - 1 2 1 1 1 1 1 2 1 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF H,I,J,K,L 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 24.000 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M -___...._..._.__._.._. .......__ .-----.- .-_-- -___ ._- ---..- -.--_-. ---- ..._ .. .......... .__.. .-- -...._. .---- _. -- _ -•- ------ FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS -IT-2,--1'11 '1'1-2 1 2'1112 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 ARE1"LESS. .••• C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 213 -2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A :•�•�s . .00. 1 1 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 _1 _1 1 1 _1 1 • • •�.•. • A,B,M 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE •• • 000000 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2- -1_ 2_, MAXIMUM DESIGN SURE FORTH 0000•• •• •0 00 H,I,J,K,L 221222231 223232223232223232323342333343334353344 • • • • RESPECTIVE SIZE 0000• • ••• 0000•• 37.000 • 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 00000 0••••• �••••0 AB,M 221222231 223232223232223232323342333343334353344 AVAILABLE. •000••• 0000 0000 PSF 79 0 • • • 0000•• • C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 • 0000 0000 0000•• _ • 0 40,000 H,I,J,K,L 221 22223222323222323231-il3242333342334353334453344 • 0000 • •• •i•••• •••• ••• i 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0000•• AB,M 221222232223232223232323242333342334353334453344 PSF 79 TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PSF - - - - -- ---- -- __._. -- -_ 0000..--- __ .............--- --- - - - - - -- 44.000 H,I,J,K,L _2T2.2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 4 4 5 (DP LIMITED) 118 A,B,M 2 2- 2 2 -2 2 2 2 2 2 -2 2__2__2 2 _2 2 2 2 2 2 2 2 2 HEAD 2 RODUCTREVISED 2 2 2 2 2 2 2 3 2 2 273 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 _32-3F5 3 3 3 4 4 5 3 4 4 5 complying with the Florida PSF 79 79 JAMB ABOVE 2 3 u;lahg coAe 11-110 '14 cccptance No C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AMB RAIL do 021 �j�� JAMB BELOW 48.000 H,I,J,K,L 222222232223342333342334342334353334353346 63455 MTG.RAIL ' adaProductCmttro A,B,M 2 2 2 2 2 -2 2 2 2 2 _2 2 2 2 2 2 2 -2 3 2 2 3 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 4 8 3 4 5 5 (FULL DP) 11 t 11111 PSF 72 79 79 HEAD 2 �(NN C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE2 3 O�•'''' • j •. \0ENSE 53.125 HJAK,L 222222232223342334342334343334353344483445463456 MTG.RAIL Q2: 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 JAMB BELOW =* N 0 58�p5 A,B,M - - - - --- - - - - - -- ]_J3 BTG.RAILw2222222322233423343423343T43r334353344453345483 _ -7Ia6I rW= J.Jftw� 1(/07/11 a D NOCHANGE3TH/33HEET ° �� SCPSEOP P T ANCHORAGE SPACING 1/1 WINDOWS '•. ttaAkr•- 1070 TECHNOLOGY DRIVE , � O FLOR,, J.R. 04(01/11 GR_-," NOCHANGES THISSHEET REOSEANCHOROWETABLEANDNOTES. NOKOMI8,FL34276 � ALUM. SINGLE HUNG WINDOW, IMPACT ��,'/SSIONP� \\` anwar. mw F.K 11/13tV B ADDDPA(4X.NMEREANCHOROTYISRESTRICTEDBYSIZE. P.0,BQX1620 �; ,,,,,e �.,,,,, t.s A.LYU1I4'M%1b4,P.E. o,�„„e.. pr; p,*y Q,� NOKOMIS,FL 34274 V�srbly Batar F.K. 7/28(06 J.J. AA3/07 SH700 NTS 8 d 11 4040-20 D FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE----, 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ® 3-#12 SCREWS ANCHOR TYPE. ❑ U U ❑ U U ❑ 0 0 ❑ U 0 0 U 0 ❑ 0 0 ❑ 0 U ❑ 0 U 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS coo z zco0 z Zo>0 z zcn0 z Z &)O z zch0 z zco0 z zco0 z Z cif 0— 0 cV c4 O T O c) CV O Oji a O O�i O cV O� O �i cv 0 � 0 C4 C4 O�i NOLO FOLLOWING DIMENSIONS: WIDTH TYPE S 0 U � 0 U 0 0 � 0 U 0 0 � 0 0 ? U 0 U U HEAD-181/2"MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 IQ"MAX.FROM TOP CORNERS _0 000 _. ... -I - .__ .—._ -._212. .._ .._.. _-. -_.._ _... _. _ ..-. -. 15"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 6"MAX.BELOW MTG.RAIL 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED A,B,M 1 1 1 1 1 *1 -2221 222221 222�22j222222222222222322232322232 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTE 2. - - . . . - -- - - - - - - --- ----- -- - - _-- - --1 ._..--- 24.000 H,I,J,K,L 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _21-2- 21-2 312 3 2 2 2 13[2 3 2 2 2 3 2 3 2 22 3 2 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 1 1 1 -1 1 1 1 1 1 _1 1 1 1 -1 1- -1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 r 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 ®ARE 1"LESS. • PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: • • 0000 • •• C,D,E,F,G, 1 _1 1 1 1_ 1 1 1_ 1__ 2 1_ 1 2__1 1 _1 1 _1 _1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A •••••• • 32.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2:2L2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A ••' •• • • • • MAXIMUM DESIGN PRESSURE WITH THE QUANTITY ' • • • 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE • • 0000•• A,B.M - - - - - - - --..- - _ - - --- - --- - ' 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 MAXIMUM DESIGN •••••• •. " " PRESSURE FOR THE ' • • • PSF 59 67 79 RESPECTIVE SIZE 0000• • ••• 0000•• '00;00 0000 0000 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 _1 2 AND GLASS TYPE IS 0 ...... '0 0 0 0' 37.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2=2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 AVAILABLE. 0.00•• 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ' 1 Fl 1 1 1 F1 2 F2 2L2 L2 2 3 2 2 2T3 3 3 22 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 0000•• 0000 0000•• ' PSF 54 79 62 79 • 0000 .. 0000.0 0000 0.0 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 0 40.000 H,I,J,K,L 111111 222222232233332233433343333343443343443353 0000 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2- -2 2 2 2 -2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2=2 3 3 3 3 2 2 3=3 4 3 3=3 4 3 3 3 3=3 4 3 4=4 3 3 4 3 4=4 3 3 513 TABLE KEY: LH. K, 49 79 56 79 79 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 PSF 44.000 111 7 11 22222233223334233344 3343443343443343443354 (DP LIMITED) 1!7 RODUCT REVISE') 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 3 complying with the Florida -- - _ __-.--- - _ ._._ __ _-- ...-._. JAMB ABOVE 3 3 ailaiag Coad 1 71 111 22222233223334233344334344334=3443343443354 ccNoll"101 45 74 51 74 79 79G RAIL pir am - l0 b 2 2 2 2 2 2 2 2 2 _2 2 2 3 2 2 2 2 2 3 2 2 _3_ 2 2 JAMB BELOW y MTG.RAIL mi adiP aucl-tC 48.0001 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 - - - - -- - - - -- - - -- - - FULL DP 111 111 22 2222332233343333443344443344444354444354 HEAD 2 ��\ VNNM/41 67 46 67 76 79 " o�......... C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 2 2 h�0 . ENSE _ - - -. _ _.---- _._ _.-._. _-._ MTG.RAIL 53.125 H,I,J,K,L 111 111 222222333333443344443344443344554354554354 587 2 A 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JAMB BELOW _* N� A,B,M - - -- - - -- - - -- - -- -- ---- ----- 413- - - - MTG.RAIL - * i w- 1 111 2222223333334433444433444433445454544354 Ioo2` rt .j. X7/11t-B NO CHANGES7HISSHEET °MOa" p'•. StA1 \OP• Ste: P T ANCHORAGE SPACING STANDARD VIEW 0, FL0fk OrhK 1070 TECHNOLOGY DRIVE _ !�`� J.R. 04/01/11A 11YDW HOR QTY IS RESTRICTED SYSIZE. NOKOMIS,Fl.UZ75o t4 V F.K 11H3WAM DPW.WHEREANCIiORQTYISRESTRICTEDSYSIZE. pO.69X1520 ALUM. SINGLE HUNG WINDOW IMPACT LYNf4 ILv8W .E. ar." W a.m. - wa: NOKOMIS,FL 34274 Wably Berta, ai01"" w..: A.LYNN MILLED,P.E.F.K. 7/18A75 2/23/D7 SH700 NTS 9 a 11 4040-20 O FL P.E.#58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX M 3-#12 SCREWS 04 ANCHOR TYPE: Uc> oN U U U o U U o U U 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWINGO Z 0 Z z O Z z NU O z z M O z Z M O z z O z z c? O ipOWINDOW GAS ( 0O N 0O N 0 0 of O O N O O cv O O N 0 C4 c &DIMENSIONS: WIDTH I TYPE U U U U U U U U U U U U HEAD-181/2"MAX,FROM CORNERS 19.125 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS 1 -f- 1 2 2_.. ._.2_..._42 _ _.2. ._2 2 2 2 2 2_ __.3... . 2 3 -_3-__2 _3 3 _.3._. ._.3_. 111/2"MAX.ABOVE THE MEETING RAIL D E F J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL 24.000 _._._.-... _ _-_. ..._ ..__.--. _.. __.__..._. ..._.._ _. .--_-....._._--_--_. ....._... 15"MAX.FROM BOTTOM CORNERS K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED D E F J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 K - ----..._.._-.-- ..-.- ---._..._.-_-_--- --..... _._.__..-. _---.--_...._--.-------_....-.-.---_-__--_.---__.._ ....._.__ _-- ®VIEW WINDOWS FROM TABLES 7.AND 8.USING THE 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 2 1 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 WINDOWS ARE 12 518"MIN.TO 38"MAX. PSF 79 79 79 79 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 FD,E�. J, 22 2 2 2 2 2 2 2 2 2 2 2 22 2 2___2 2 2 2 2 1"LESS. -1 - 1 2 --..2..- 2 - 3 --3.- 3 4 -3 a- 4- 3- -.4...._.4-..1-116 4 4- 5- 5 ..4... -3-66.DESIGN PRESSURE LIMITATIONS: ��•�•� •••• �••• PSF 79 76 79 77 78 79 79 ®SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD • • • • • ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM •••••• 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS • •• • ; . ; K,L 1 1 1 2 2 2 3 3 1 3 4 4 4 4 3 5 4 3 5 5 4 5 4 5 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN • • • PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE • :•• • •• • 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND - _--__--...----__-- GLASS TYPE IS - -_... --- - -- ------------ --- • :•• • �� '•'••' K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 8 5 4 6 6 5 8 AVAILABLE. •.••• •••• •••• PSF 71 78 63 71 79 64 74 66 77 69 69 • • ® TABLE 7. KEY: :•..•: �� "•' 53.125 D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 _ -- ---- -- -- MAX PSF • •'•••• K,L 1 1 1 2 2 2 3 3 3 4 4 4 -5- 4- -5 6 5 6 6 5 7 6 5 7 ...... .... ..•... (DP LIMITED) 112 •• •' ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 • �� •• TABLE8. • JAMB ABOVE • SASH HEIGHT MTG.RAIL SUBSTRATE. 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. o v v U U $ � U g O U 0 o o 2U � $ 00 FULL DP M O WINDN Z Z c+f N Z Z M N Z ' N 2 Z M N M N M O N Z 2 M N HEAD 2 WIDTOH N Q 8 ' $ H 8 ' 8 " 8 '' � N O N � N � N g ' 8Z JAMB ABOVE-_4 - 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL ROvuCTREVISED 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 y�mplyingtlithaFlodd° 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2-1-3 4 2 3 4 2 3 uddcceptSan a ° 1 1 ` �O/�a 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 ® TABLE 8. KEY: �� rronuol 40.000 74 MAX PSF 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 (DP LIMITED) 112 68 78 JAMB BELOW 2 I I l l l r r r r 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 MTG.RAIL EN03 SF 48.000 72 79 Qom: 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 FULL DP �� c No.58705 73 58 66 72 JAMB BELOW 2 53.125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG.RAIL = Rma DOWJWJ.J.' oMo�ia+c �ST T fc. N L[/ J.J. 10NOCHANQESTHIS SHEET 1D70TECHNOL06YDRIVE ��OT�''•.FLORXIDIk P T ANCHORAGE SPACING, CUSTOM VIEW J.R. 04ANO CHANQEB THIS SHEET HOImM13,FL 3e27a '"" s`SION A�- Rampf. car o s. ALUM. SINGLE HUNG WINDOW, IMPACT �I r �� F.K. 11MADDDPMAX hMEREANCHORQTY/SRESTRICTEDBY3/ZE. P•O• �� &ffer ,.� ew.c ooM, iw A.LYNI�IUILLEaF�,P.E. � � x4274 �s1b$ SH700 NTS 10 d 11 4040-20 D FL P.E.#5870b �l' OWKVolk F.K. 7!2 ?/2J�7 ® EXTERIOR INTERIOR NOTES:1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY ALL HEAD AND SILL DETAILS) APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3/4". 3.35 KSI MIN.CONCRETE (SEE NOTE 1&3),& 2x WOOD BUCK WOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR " &SEE NOTE 4) (SEE NOTE 2&3)® 1/4"SS4 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE ;..::• 1318"MIN.,1!4"TAPCON ATOTAL THICKNESS IS LESS THAN 11/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1•3/4"MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" OPTIONAL 1x a 13/8" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK ® MIN. ® ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1/4" 114" 6063-T5 AND A MINIMUM OF 118"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX17 , MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET SHIM DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM, IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 0:00• ® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 1 114' 13/8" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. ••••: "" ; .". MIN.' MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. SHIM 114"MAX • • • • • 1/4"MAX. .SHIM •••••• O 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT ••••'• • • • • ' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION,SECTION 2003.8.4(SUPPLEMENT 2005). ' CONCRETE ANCHOR, WOOD ANCHOR, • • ' FH BELOW MEETING FH BELOW MEETING �'•' ' "' """ RAIL.(SEE NOTE 1&3),& RAIL.(SEE NOTE 2&3) • • •••• •••••• 3.35 KSI MIN.CONCRETE INTERIOR OR 1.5 KSI MIN.CMU® (ALL JAMB DETAILS) ' EXTERIOR ' • 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK • : • • SUBSTRATE(SEE NOTE 4)® (SEE NOTE 4)® •••••• •••• • • DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX. F+— I 1/4" SHIM WOOD FRAME MAX• V SHIM PRODUCT REVISED v WOOD FRAME complying with the Florida IT Building Code .r �"`� .131"DIA.MIN. Accoptrec! x 21/2"NAIL, Cxp' ate piD/6 .131"DIA.MIN. AT CORNERS X 2 112"NAIL, AND 5"O.C. Miatni afro tCoatro AT CORNERS WOOD FRAME AND 5"O.C. 131"DIA.MIN. n lliliil 1/4" JT.x 2 1/2"NAIL, U \\��N( LYNNMAX. AT SHIM AND 5"O.CRS �` �2��•��t;ENSF '' F'Q DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) =\* No.56705 TYPICAL INTEGRAL FIN ANCHORAGE ® = w wW.ad000%, w .Q (it-�i3sf" FI W J.J. 10107111 D NO CHANGES THIS SHEET °N° : STA 2\ ROWOW. VdW 1070 TECHNOLOGY DRIVE ANCHORAGE DETAILS %0A1,"--.. •..F..... •aC��. J.R. 001111 C NO CHANGES THIS SHEET NOKOMIS,Ft.34275 7°" � SS10 N AL� ADD INTEGRAL FIN ANCHO GE UPDATE&REORDER NOTES. r acALUM. SINGLE HUNG WINDOW, IMPACT �, F.K. 119/08 rd wNacofr3s, 3427a V4I Better e•DNOTE87.UPDATECONCREyEEMSEDMENTOlM. P.O. •"x+w* nowt an..e p.w►•iu, A.LY140MILLA\P.E. F.K 911105 J.J. 2129/07 SHM NTS 11 a 11 4040,20 D FL P.E.#58705 f MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.iitianiida(le.gov/pera/ PGT Industries 1070 Technology Drive, Nokomis,Fl.34275 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 11FD-750"Outswing Aluminum French Door w/Sidelites—L.M.I. APPROVAL DOCUMENT:Drawing No. 8000-11,titled"Alum. French Door&Side Lites,Impact", sheets 1 through 12 of 12,dated 12/23/04,with revision E dated 10/12/1 l,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,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#09-1028.10 and consists of this page 1 and evidence pages E-1,E-2,and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No 11-11013.24 MIAWDF►DECouNTY Expiration Date:February 24,2015 Approval Date: November 24,2011 f .. Pagel .. . . . . 000 00: ... . . . . ... . . . . . . . . . . . . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. 8000-11,titled"Alum. French Door& Side Lites,Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test.reports on: 1)Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test,per SFBC 3603.2 (b) along with marked-up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16"laminated glass,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez,P.E. (Submitted under NOA # 09-1028.10) 2. 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 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum doors of OXXO configuration,prepared by Fenestration Testing Laboratory, Inc., Test Report No. (Submitted under NDA #09-1028.10) 3. Test reports on: 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 4) Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4527,dated 02/10/05, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA #05-0419.03) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum doors of OXXO configuration,prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4528,dated 02/14/05, signed and sealed by Edmu do Largae , P. E. (Submitted under NDA #05-0419.03) M noel ere ,P.E. Product ControLZ!Oniner NOA No 11-1013.24 Expiration Date:February 24,2015 Approval Date: November 24,2011 . .. . . . . ... . .. ... .. . . . .. ... . . . . ... . . . . . . . . . . . . . . ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum doors of XXXO configuration,prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4529,dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum outswing French door,prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4530,dated 02/14/05, signed and sealed by Edmundo Largaespada,P. E. (Submitted under NOA # 05-0419.03) 7. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4311,dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA #05-0103.03) 8. Test reports on: 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum outsw'ing French door,prepared by Fenestration Testing Laboratory,Test Reports No. FTL-4312, dated 09/13/04,signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA #05-0103.03) 9. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411321 and TAS 202-94 along with marked-up drawings and installation diagram of aluminum outswing French door,prepared by Fenestration Testing Laboratory, Test Reports No. FTL-4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05-0103.03) n e1 Perez,P.E. Prodet C trol Examiner A No 11-1013.24 Expiration Date: February 24,2015 Approval Date: November 24,2011 E-2 .. ... . . . . . .. .. ... .. . . . .. .. . . . . . ... . . . . . . . . . . . . . . • •• • ... . . . . ... . . . . . . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, dated 10/01/09,prepared, signed and sealed by Robert L. Clark,P.E, updated to the FBC-2010 on 10/11/11,signed and sealed by A. Lynn Miller, P.E. 2. ' Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB,Interlayer"dated 12/24/10,expiring on 12/11A 1. 2. Notice of Acceptance No. 09-0223.05 issued to Solutia,Inc. for their"Saflex Multi- layer Glass Interlayer"dated 04/08/09, expiring on 04/08/14. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia,Inc. for their"Saflex Composites Glass Interlayer with PET Core"dated 02/25/09,expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001, signed& sealed by A. Lynn Miller,P.E. 2. Statement letter of conformance with the FBC-2007 and FBC-2010,prepared by manufacturer,dated 10/11/11, signed&sealed by A. Lynn Miller,P.E. 3. Statement letter of"No financial interest", prepared by manufacturer, dated 10/11/11, signed&sealed by A. Lynn Miller, P.E. 4. Letter of lab compliance,part of the above test reports. 5. Proposal No. 08-1891 issued by BCCO, dated January 26,2009,signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09-1028.10, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w/Sidelites—L.M.I.,approved on 02/10/10 and expiring on 02/24/15. PrlM Perez,P.E. Con of Examiner N No 11-1013.24 Expiration Date: February 24,2015 Approval Date: November 24,2011 E-3 . .. ... . . . . . .. . . .. . . . . . . .. . . . . ... . .• ... .• . . . 00 ... . . ... . . . . ... . . . . . . . . . . . . . . ... . . . . ... . . . . ... . . .. . . . . . . . . .. .. . . . .. .. ... . . . ... . . NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) 1•GLAZING OPTIONS: A.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C.7 16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER. D.7/16*LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER. E.7/8"LAMI I.G.CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS OUTSIDE,1/4"AIR SPACE AND(1)7/16"LAMI GLASS ASSEMBLY INSIDE(3/16"A,.090 PVB,3/16"HS). NOA DRAWING MAP TOPIC SHEET F.7/8"LAMI I.G.CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS OUTSIDE,1/4"AIR SPACE AND(1)7/16"LAMI GLASS ASSEMBLY INSIDE(3/16"HS,.090 PVB,3/16"HS). GENERAL NOTES............ 1 CONFIGURATIONS...........1 G.7/8"LAMI I.G.CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS OUTSIDE,1/4"AIR SPACE AND(1)7/16"LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS........... 2 (3/16"A,.075 VANCEVA,3/16"HS). DESIGN PRESSURES...... 3 ELEVATIONS.................... 4 H.7/8"LAMI I.G.CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS OUTSIDE,1/4"AIR SPACE AND(1)7/16"LAMI GLASS ASSEMBLY INSIDE VERT.SECTIONS.............5 •••• (3/16"HS,.075 VANCEVA,3/16"HS). HORIZ.SECTIONS........... 6 • PARTS LIST...................... 7 • • 0000 r •r •••••• • • • 2.DESIGN PRESSURES:TABLE 1,SHEET 3. EXTRUSIONS................... 8-9 • • •••••: • • A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. ANCHORAGE....................10-1 00••00 • • • r • • • •••••• B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. •0000• 00 00 •• • • • • 3.CONFIGURATIONS:X 0 XX XO,OX XXX XXO OXX OXO,XXXX,XXXO,QXXX�OR OXXQ WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. 00• 00 • 000 •0000• W.+-�� ,.,��.�J�..J. ,� ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE,XX DOOR'BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE fm"UCr RF:V:c>.:n ••r•r ••• r••r r. r�with Ow fYeift 0 0 0 FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X,XX,AND ...0 •••• O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 006 0.0000• Mr ^ r • r .•r r.. M�k.Y�.M1. 01y •00 •00 0000 0 • 000 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 00 • r 0• 0000 : 0• •• 5.SHUTTERS ARE NOT REQUIRED, 000.00 0000 . • . 0 0000 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7.REFERENCES:TEST REPORTS:FTL-4311,FTI-4312,FTL-4315,FTL-4527,FTL-4628,FTL-4529,FTL-4530,FTL-4921 AND FTL-5941. 8 ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION ADM-2005 ALUMINUM DESIGN MANUAL 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Iliiiilt (NN Ml(ZF,Q�'� A' '\Nfloww. Oak LNW *�: 55.7(35 1 11 .tiR OAL7t7G � ��000EAW D&OVMAMM YEAR& Dwpn "Q•• �PjE�F Z� REPORT i S P•,• �i ` dR 0 o NOCHANOM7W�. 10M nwCHnMOKOlra� n,E GENERAL NOTES AND DRAW/NG MAP ;0,�. ........... Fto � ••��\�. 4M 7m racM0000ECHAAW Po , ALUM.FRENCH DOOR&SIDE LITES, IMPACT ''FSS►ON Pi��`� •r• a� arr HOKOfl1l8 FLJ/Y71 ® s.r.*adt 0ok •n..e aw A.LYlfl�IiJItL�IE�R,P.E. FK. 12/2304 L.t. 40W FV750 FUL 1 s 12 8000-11 E FL P.E.#58705 7/16"NOM. 7/16'NOM. 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090"DUPONT BUTACITE OR SAFLEX/KEEPSAFE 0 MAXIMUM PVB INTERLAYER 75"VANCEVA INTERLAYER 3/16"HEAT STRENGTHENED GLASS 3/16'HEAT STRENGTHENED GLASS 91 oR 92 93 OR 94 109 109 107 90 107 90 105 518"GLASS 105 5/8"GLASS BITE BITE EXTERIOR INTERIOR EXTERIOR INTERIOR •w•• • •"•w •••+ ' '••' GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK ...... 7/16" LAMI GLASS W/PVB INTERLAYER 7/16 LAMI GLASS W/VANCEVA INTERLAYER •••w• • ••• .••.••• 7/8"NOM. 7!8"NOM. �nut:lr�v�ssn• ��wN6 the�b�1d• •.•••• • • • • "3/16TEMPERED GLASS 3116"TEMPERED GLASS _ • • ••w• •••w �•M . IDIS • • • •••••• AIR SPACE AIRSPACE •••••f ••w• w w;s.. 3/16'ANNEALED OR HEAT 3/16"ANNEALED OR HEAT • STRENGTHENED GLASS STRENGTHENED GLASS • • • • .090"DUPONT BUTACITE OR SAFLEX/ •s••.. +••.•• • • KEEPSAFE MAXIMUM PVB INTERLAYER .075 VANCEVA INTERLAYER sf•• 3/16'HEAT STRENGTHENED GLASS 3/18'HEAT STRENGTHENED GLASS 109 95 OR 96 97 OR 98 109 108 90 108 Nit- 90 105 5/8"GLASS 105 5/8"GLASS BITE BITE r-_j EXTERIOR INTERIOR EXTERIOR INTERIORA 11 SETTING BLOCK SETTING BLOCK ��•.��ENSF Q=:' GLAZING DETAIL GLAZING DETAIL _* : N0.58-ro5 7/8" LAMI I.G. GLASS W/PVB INTERLAYER 7/8" LAMI I.G. GLASS W/VANCEVA INTERLAYER = '• �,�'•, r,• It tl W F.K lona70 t) moctmPKiE7iB$8lfEEl' ,'p STAT OF _` ,fit GMW No s r ,o aR GLAZING DETAILS NOMIA �O ` -m- 01/"10 v "o "W w*w Pa , ALUM.FRENCH DOOR 8t SIDE L1TES, IMPACT ", gS'IONAL,\\` o he ar. WKOMI8.FLN17I ® wrwar are wa..t u. •N.. A.Ll1tJ��1'f[AILl ,P.E. F.K. f1!?3r1?4 t.1 �/&DS fD7tf0 FUL 2 r 12 8000-11 E FL P.E.#58705 Table 1. Maximum Design Pressures(psf) OVERHANG Height(in) LENGTH Allowed OVERHANG W Configuration Width(in) Glass HEIGHT 0 Types 79 314"(68) 83 314"(70) 87 3/4" 913/4" 95 314"(80) g A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 X 37"(30) French C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NOTES: Door1.IF USING THE OPTIONAL LOW-RISE SILL A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80,0 (PART 10,SHEET 8 OF 12),THE XX 713/4"(60) OVERHANG HEIGHT MUST BE GREATER C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 THAN THE OVERHANG LENGTH(SEE DIAGRAM).IF NOT,THE MAXIMUM Full A,E +70,0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 POSITIVE(+)DESIGN PRESSURE IS .••• 36 11/16+' LIMITED TO+50.0 PSF FOR ALL STYLES • Jamb C,G +100,0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 AND SIZES OF THE DOOR AND ANY • • ••.. • .• ADJOINING SIDELITES.(REF.FTL-5941) • • . . • ••.••• ';"'0 3011/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 • •••• •• •: g• Sidelite Narrow 33 11/1$" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 • •..;•• .... .••• Jamb A, B, E, F +70.0 -80.0 +70.0 430.0 +70.0 -80.0 +70.0 -80.0 +70.0 •80.0 rpoaucr aFvs4en ' •••• •••• 36 11/16" C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 w ...... 15 t7 3 pON • 00000* "D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 ...... .••. ...•.. r • ••.•.• •.•• Table 1a: Glass T and Test Report Number •• A-7116"LAN(3/16"A,.090 PVB, 3AWHS) FTL-4311,4312,4315 B-7/16"LAMI(3/16"HS,.090 PVB, 3116"HS) UPGRADE FTL-4311,4312,4315 C-7116"LAMI(3/16"A,.075 VANCEVA, 3/16'HS) FTL4527, 4528,4529,4530 D-7/16"LAMI(3116-HS,.075 VANCEVA, 3/16"HS) UPGRADE FTLA527, 4528,4529, 4530 E-7/8"LAMI I.G. (3/16"7, 1/4"AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) FTL-4311,4312, 4315 F-7/8"LAMI I.G. (3/16"T, 1/4"AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311,4312,4315 G-7/8"LAMI I.G. (3/16"T, 1/4"AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527,4528,4529,4530 H-7/8"LAMI I.G. (3/167, 1/4"AIR SPACE, 3/16'HS,.075 VANCEVA, 3/16'HS) UPGRADE FTI-4527,4528,4529,4530 �� .•'00ENS, ''•FP * No,58705 LU Fx fanaroe B uwn47e rn6/e 1 rons7M s 1a00at STATE OF 1070TEaaaLoora�l►� DESIGN PRESSURES ;�` ' • FLORIOP. ' G Jit aVAM C AMEMM RAM FOR LOWRAW NOKOMIAFL$075 ,• '.,FS .... .RNOW, 08o' KoauaoEanBel r ALUM. FRENCH DOOR&SIDE LITES, IMPACT '�i S/ONA4 AM 0=10 D P.O.BOX 1610 I , o.r N KOWd,FL 31 74 ® en..e a 12 8000 11 E A FNP.#tP.58 05 E F.K. 11/23/04 L.T. OZIM FD760 NTS 3 7313/18"MAX.WIDTH� 110 5/8"MAX.WIDTH � 145 318"MAX.WIDTH 95 MAX. MAX. HEIGHT ALL • i • X OR XO OXO OXXO (SHOWING EACH VERSION SIDELITE ...... . . . . 37" 3611116" 3611/16" •s•••• •• •••�.• MAX.WIDTH MAX.WIDTH MAX.WIDTH •••�•• • ••• •••••• 25-MAX. 71314'MAX.WIDTH ••••• •••• •••• DLO ALL X 25" 33 3/16" ttJlt6a4CT RRYIND - • • • • • • •••• •••• MAX.DLO 1--MAX.DLO O M OPT • • i •••••• •••• • • 791/8" MAX. DLO ALL ttttttt X xx O (FULL JAMB) O (NARROW JAMB) �� 'VtCENSF .FP NOTES: — •'' * 1.CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. - No.58705 _ 2.FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. _ = 3.FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 8.F�wmv. VON .D L o/i IIS FX imaw t ry0 p �111A8 o.wpru :�O STATE Of F _�` ��• oa w c 1070 TS� 7 EXAMPLE ELEVATIONS NK %XN '• FLpRtpP,•' G,�` dR Ohme o wocm*jw"?m&wE�r PA.BQXfSYY ALUM.FRENCH DOOR&SIDE LITES, IMPACT ",,',S/ONAI, IN .� 0"4 Rnc A.LYNNtIUILLEIl,P.E. RK. 1?p=4 LT 4Aiig6 � " ® FD750 /IIT$ 4 a 12 80Q11-E1 E FL P.E.#58705 VERTICAL SECTION A VERTICAL SECTION B 1 NARROW AND FULL OUTSWING HEAD JAMB SIDE LITE HEAD 4 61 B 4 oR 7 23 6 01", ORIGINAL VERSION TOP RAIL B ALTERNATE VERSION TOP RAIL • • • • • O • •••••• •• •• •• MAX.DLO MAX.DLO C •••••• trneautvgevts�n • • • •••••• - =Code Wilk ei+t►'Wrw • �•YWIMM�y Code • •0 0000 : EXTERIOR INTERIOR EXTERIOR INTERIOR -� •• •••••• •••• • a!• SkA I • • MAX. MAX. HEIGHT HEIGHT ORIGINAL VERSION BOTTOM RAIL 2 ® 56 ALTERNATE VERSION BOTTOM RAIL 6 01" 2 1 10 ® 3 A ® EOR ` YLYNN MVERTICAL SECTION C VERTICAL SECTI �. \\CENSE '•,F.p NARROW AND FULL OUTSWING SILL = * ' No.58705 _ JAMB SIDE LITE SILL _ O *101% 11mrm sy n•RnYevw• STAT OF F.K NOW 0 RFWW fMW I AWWALTFRw11ETOPMVOOrrOMRAN.FXlR MM RrAftm T070TECHAFOLOOroRIM VERTICAL SECTIONS ��'° "tORIOP•'• ��', Afta Q LOWMES&L "o"FL34M � �s '' ..••.... `G` .LR otasna \� . NOCJfMOMOffS EET ALUM.FRENCH DOOR A SIDE UTES, IMPACT E` o PangxTb2B 7 I,i ore view NpCONl4`FL 5127 ® srraee,lr sere an„e awns�e A.LYNN A�AILLER.P.E. F.K. 12/2104 L.T. 466 F0750 1/1 5 • 128000.11 E FL P.E.#58705 OXXO HORIZONTAL SECTION SHOWING 1 OF EACH SIDE LITE TYPE a I � - 53 5226 20 105 20 SEE NOTE 81 1 82 ol / 6 .... 6 .... .. 5 •••••• • • • • 29 NOTE:ASSEMBLY HARDWARE QTY(3),11" ' 80 FROM TOP&BOTTOM AND ONE AT MIDSPAN .... .... 5 DETAIL J 30 26 46 INTERIOR • 20 SLAB AT •••••• 1116NUCT NF,Yt6$U GLASS BED 27 '• DETAIL G STILES AT ASTRAGAL DETAIL F24 N. • . . .+...� " Is • •• •••• • FULL JAMB SIDE LITE • •• (AT HINGE JAMB) Ex RIOR rcy 6 82 81 SEE NOTE 6 82 81 SEE NOTE 5 5 106 1 � 6 20 20 10 6 80 30 7 7 27 30 80 2729 20 83 70 29 83 70 ,. LYNN 1 DETAIL E DETAIL I ��o`'��ENs'E DETAIL H DETAIL K JAMB, FULL JAMB JAMB, = �: NARROW JAMB SIDE LITE HINGE JAMB TO HINGE JAMB SIDE LITE JAMB SIDE LITE - ' W (ATT HINGE JAMB) (NOT SHOWN ABOVE)amwmy. UAW w FJ[ fOH2OE a N00HAN4iETNl88HF.8i °io '0 gTAo Ov - lommcmaDayamm HORIZONTAL SECTION DETAILS � �o C FLOP JA Gs"1TM9 F NO CKMW MS SOMT _ NOWWa OL 3(276 TM �t` (G�� Alt 14mo o NocmQjG"TwsNm Pa=Llo a ALUM.FRENCH DOOR&SIDE LITES,IMPACT �''�F`SSIQPIP�;��` o.N NOKOM/8 FL 34174 ® am-w * � — •�+• A.LYNN UILR,P.E. F.K IZ23)04 L,T. 400 FD7W 112 1 6 s 12 8000.11 E FL REA 58705 FD750 D RSJ PD750 FULLJAM8 SIDE LITE ITFJN DWOM DESCRIPTION PCD/ -MMIDWGNI DESCRIPTION em FRAMEMPARTS I 8006 FRAME-HEAD SILL&JAMB 1 8006 FRAME-HEAD&H04MJAMB 68006 4 8008 IDRIPCAP 68009 2 WMA OUTSWINGSILL 68000A 6 8007 ISCRUW COVER 68007 7 80040 OUTSWINOSILLCOVER 680040 7 8009 INSTAL.PLATE 68009 4 8008 DRIPCAP 68008 I -----••••••FRAMEASSEMBLYSCREW#8X I"PH QUAD 791POA 5 ••-••••-HEAR Si1LXJAMB WEATHERSTRIP SCHIJ3GAL U9333 8500 20 9012 STIjE 68012 6 8007 gCREWCOVER 68007 21 8014 TOPRAIL 68014 7 8009 INSTAILPL.ATE 68009 22 8013 BUrI'OMRAIL 68013 8 --------FRAME ASSEMBLY SCREW 08XVPH QUAD 781PQA 35 H DEPROD5/16.18X36" 6TRODA 9 8032 A& 4ING SEAL 4 32 36 FIAN(�HEX KIT 5116-18 7990NUTA .......... 10 8058 OUTSW SIIL W RIS 48058 DOOR PAND 37 8039 ROSS CLA P 60378M 5 ----HEADSI1LkJAMBWEATHERSTRIPSCHLE(UL U8333/1g30p 6D • ••••09X31CPH DRI VETEKSCREW 78X34PSTW 20 801 ILL 68012 61 _IEL SIDELTEHEADTRIM 21 8014 TIOPRAJIOHMDEDRoDDESI 68014 62 8029 SIDELTEJAMBTRIM 68029 •••• 22 8013 BOTTOM RAIL,MWADED ROD DESIGN 68013 FD750 NARROW JAMB SIDE LITE 8017 TOPSWEFP 68017 I 1 8006 PRAME-HEAD&SILL 68006 •••••• 68008 • • • �� 24 8016 0 OTTOM SWEEP 68016 4 8008. pRIPCAP •••••• 25 - "" gW S.04 X 1/2'PHIL PH 6 8007 SCREW COVER 68007 • • • • 26 80IS ASTRA(KIACTIVE&INACTrVE 68015 7 WM INSTAMPLATE 69009 • • •••••• 7 BORIS.OFR JAMBSIDE 680218 1 ..........FRAME ASSFM. YSCREW#8X 1"PH QUAD 711IPOA •••••• •• •• •• 28 BMA QEARNWQKQOVER 68020A 21 8014 TOP IL 68,014 ••••• • ••• •••••• 290011 PLATE 68018 22 8013 BOTTOM RAIL 68013 ••••• •••• •••• 30 10019A 0EARHINGE.DOORSIDE 68019A 35 •••••-•••THRPADEDRODS/1b18X36" 6TRODA • • • • • • •••• •••• 31 1033 R N 6865 36 -------- fLALNGIRMNLIT 5/16.11 A �4YUC7VIi4p •••••• ;• • • ••••••• "*-•--,-.WR N S #6.32 x 1/4" 37 I039 .TRUSS CLAMP 60078M 33 ..--._. FM db x4USSHD. 60 •••-•••••08X3/4"PH 80 DIDVETEKSCREW XXMPSTW �_ •••••• •••• •••••• • • 34 R MTQ SCREW N 2 xi IQ'TRUSS HD. 61 =4 SIPEUTSHEADTRIMi 68028 Mwe 1e IS •• •••• •• 35 ROD5/618X36" RODA 70 1010 FRAM JAMB 69010 •••••• •••• • • N NUTS/16-18 7990NUFA ASSEMBLY KIT Goo* 37 8W9 TRUSSCLAMP 60378M 80 103313 FRENCHDOORASS13MBLYBEAM 680338 C 38 0043 IMPM RIATCHMECHANISM ASHLAND 81 -0 10-24X21/2"PHSCREW 39 8UO 1MEM 48030 92 M .._N 10.24 HEX NUT 40 LATCH ASS'YSCREWS#8XYSSPHILTRHD AX 83 M12X112"TRHDTEKSCREW 41 8007 SIS SHOOT BOLT ROD SLIUJVAN 42 1 IM ISTANDARDFLUSHBOUS W/SSROD UL.IVAN 94 8056 SUBSILL OPTIONAL 61056 43 9031 JSHWrBOLTowm 41x31 GLASS,BRADS do SILICONE 44 SHOOT BOLT GUIDE&STRIKESCREW 8.32X3/8"SSPHILLTRIII) 78X3UM 90 INGS IANT DOW CORNING 899,903,995 OR EQUIVAIMT 4S SM89 MIT PLATEATASTRAGALACTIVEHIN(&D WSIIO.43SI 91 7/16"LAMINATED GLASS 3/16"ANN..090 X,16'HS) 46 MUL LWT•STRIKEPLATEATASTRAGAL ACTIVEWNGED LMM W311044SI 92 •••••-•••7/16"LAMINATED GLASS 16"HS 090 FVB,3/16'HS) 47 STRIKE PLATE SCREWS 8-32XYVSSPHIILTRHD 7SX39PFTX 93 •••••••••••7/16"LAMINATED UASS 16'ANN.075VANCENA3/16"HS) 48 STRIKEPLAT19 MIDDLE SCREW 6.24X 1/2"FH 7612FPTX 94 •• ---7/16"IAMINATEDGLASS 16"HS.075 VANCEVA 3116" 49 8036 STRIKEPIATEAT HEAD&SILL 95 ---•7/1"LAM]I.G. 16'T 1/4"SPA 3/16•ANN.090P 3116'HS 50 HEAD STRIKE SCRWS SS 8 X 1/2 PHIL.FH 7959ZAX 96 -•••••-•--7/8'LAMI I.G.3/16'T 1/4'SPA 16'HS.090 PVB,3/16'HS 51 - STRIKEPLATESCREWS @SILL SS 8 X 1/2 PHILLUNDEECUTFH 7SX12PFHLIX 97 -••-••••.7/9"IAMI I.G. 16'T 1/4"SPACE,3/16'ANN.075 VANCEVA 3116"HS 52 8041 ACDVETRIM SEI ASHLAND 99 - ----7/1"LAMI I.Q 16'T,1/4'SPAC 3/16'HS,,.075 VANCEVA,3/16"HS 111 l I 1 11/ 53 8042 PAM TRIM SET AS LAND 105 80X2 BACK BEAD 61022 54 8044 STAIN MSSTEII.PASSIVELOCKGEAR ASHLAND 106 8026A SLBACKBEAD 68026A ` 14 se R �% 55 8014A TOP RAIL GDOLTDES1 68014A 107 8023A 7/16"BEAD 68MA Q Tp5 56 8013A BOTTOM RAIL LAGBOLT DESIGN) 68013A 109 9024A 7/8'IGBEAD 68024A 57 ---•-••• 5/16'x21/2"LAG DOLTS 17516LBOUTX109 1224 VINYL BULB WSTP(THICK) 6TP247 = LU- � 3oF FJC ,w4zoN 4JYA4tE/T@118 ADDRE4INNQN11N7ANDN4 = � �E i0707ECHNOLOGYDRPM PARTS LIST ��JO ., SFS VkN '' •..... LR 4>p�a9 c ' AD�DNO au s �sle�T cM�� 76 ALUM. FRENCH DOOR&SIDELITES IMPACT �� `SSJONP��`\\ ,LR a4/xa�To W. 0 vo.BOX tsraa •er.: �,,,,� o..�•w> xwe A.LYW14'411!tL2,P.E. F.K. 11/2 74 L.T. 4/a W NroKOJuq Fs X4274 ® FD750 NA 7 12 8000-11 E FL P.E.#58705 -� 1.278 F►-- .062 .082 2.238 .050 1.1 BO 1.000C7 4.027 I .583v 311 F" . 3.83s-� _3.838-- { 1.353 �-•- 1.0331) .050 .040 #8006 6063-T6 �-- O FRAME, HEAD, JAMB O #8003A 6063-T6 OUT SWING SIL O OS04C 6063-T5 SILLCOVER ® �J #8008 6063-T5 CAP 5 #8007 6063-T6 AND SIDELITE SILL O SCREW COVER 3.018 082074 2.000 T 1.940 • • 1.376 1.498 • .583 -1 L ••.• • • . 050 _Fl- 3.636---p ••.••• i - 3.990 =1 .050 #8009 6063-T5 • v INSTALL PLATE ® 10 OUT SWING LOW SILL 20 #8012STILES-T6 23 TOP SWEEP ..... . ... ...... ..... .... .... • • •••• •••• /jWpBUCT RIEVI�CY ...... .••,,, �aMA 1M/LA.. .075 T 050 X11• '. .. ; • 1.938 .100 1.938 1.487 soft 1 •••••• •••• • • 3. 1 . 1 797 8.250 ---� 1' 4.434---•{ F r2.240 O #8013 6063-T6 #8014 6063-T5O #8016 6063-T5 22 BOTTOM RAIL 21 TOP RAIL 24 BOTTOM SWEEP cu 075 .07 T5 1.938 .100 1.938 i I - 114 1.467 1.170 r•' 8.250 � i -4.434 +• 2.544 #8013A 6063-T6 #8014A 6063-T5 #8015 6063-T6 " &BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL * No.56705 k aew«Kof w; rx tawaroe B Womm1musa �'j� '. STATE F r070MCHACIL01W UM EXTRUSION PROFILES %�,�.'••.•FLOR�oP•' dR oa2o C LMRW AW&,COW EWRUBl Ww*T. AMO M Fl.�7s ,•� , �• ��• a� ov;wo 0 "'O pw&wET PQ�icy ALUM.FRENCH DOOR&SIDE LITES, IMPACTPAIL, UNdadl;. NOKOUIS�FL `s`SIONA� F K. 1223AM L.7. N5 + F0750 1/,2 8 a 12 8000 11 E A.LFL P.E.#58705 P.E. e �1.812� .742�+-- �1 .075 �-2.260--+i 075 353 301n� E 100 101j00 0724.3T 27 #8021 B 6063-T6 28 #8020A 6063-T6 29 #8018 6063-T5 3U #8019A 6063-T6 37 #8039 6063-T6 GEAR HINGE, JAMB GEAR HINGE, COVER HINGE, BACK-UP GEAR HINGE, DOOR TRUSS CLAMP 0000 0000 .. 0000.. . . ..... 0000.. . .. . . ' ' ' ' .'pFf082 .125 3.261 00 so 3.775 r,• • • 0000.. �.•�.• i �..• i..�.• 1� 050I 325 1.000 0000. 0000 0000 .438 y • • . . I -F .050 ,.__ ..L i.•..i ••.• •..• � ' 42.622 •125 3.636---�-+� �+-1.835 �pYUCT NOW"�1wIM, • •• • #8028 6063-T5 #8056 6063-T4 #80338 6105-T5 "`" ''`""� 0.00•.. 0.00 .•�.•. 70 #8010 6063-T6 80 '"�``�'t�- �� 5 .0 •• 61 SL HEAD TRIM e4 SUBSILL•, OPTIONAL O FD ASS'Y BEAM 000000 0000 • ' NARROW SL JAMB PAZ . . 0000 04� 1.169 .040 442 :65 .750 .045 .43� x--2.313--1 985 � .045 ; ••818 t — .050 957 �— #8022 S 106 S LBACKBEAD 10 26A 6063-T5 #87A 6063 TS 10# 80T5 62 58029 6063-T5 BACKBEAD16BEAD1 G BEAD JAMB TRIM LYNN 1N/��R,�� ,��_••��pENSt: � k No.58705 ..w*= FA 1a+2roa a u oFrrENtaa 1070TECHNOLOGYPMVEju'r EXTRUSION PROFILES '�0,�:• SFLAOROt O� Jit � NEWPA NQKOWAFL34275 TAW dR. of wo D Aa_wm = eOx tQ28 , ,�'�`SSI0N A\7:? NocweNDEsnesa►�r ALUM. FRENCH DOOR&SIDE LITES IMPACT ' i NoxoN�FL 34274 ••• •�+� '"� •wv�s A.LYN�f h�hILL��2,P.E. K Oak L.T. i 4/1 17.5 FD760 112 S a 12 8000-11 E FL P.E.#68705 12" 9" I �L 3,� ; 3" 11" 11" 3"MIN. HEAD&SILL 11" 3"MIN. -HEAD&SILL 11" ATYP. ANCHOR &TYP. ANCHOR CLUSTER CLUSTER 10.571" (TYPICAL) (TYPICAL) MAX 10.571" MAX. O.C. O.C. JAMB, JAMB t® JAMB JAMB ANCHORS 18.500" ANCQRS ___L NCHO S AN HORS -L HT. QTY. MAX. HT. QTY. H QN MAX. HT. QTY. 95 3/4"-(5) O.C. 95 3/4"-(8) 95314'.(5) O.C. A A 95314'-(8) 913/4'-(5) 913/4--(8) 91314'-(5) (2)EQ. (3)EQ. 91314'-(8) 87314'-(5) 873/4-.(8) 873/4--(5) SP.TYP. SP.TYP. 873/4'-(8) -(8) 833/4'-(5) 833/4--(7) 83314--(5) 833/4--(7) I�'1 f `1 -� •••• 3/4"-(5) 11" 79 3/4"-(7) 11" 79 3/4"-(5) 11" 79 314"-(7) em DETAIL.A(CONCRETE) DETAIL B (WOOD) DETAIL C CONCRETE SEE NOTE 5 DETAIL p (WOOD) A (SINGLE PANEL) (SINGLE PANEL REGARDING (2 OR MORE PANELS APPLICABLITY (2 OR MORE PANEL&) • • • • ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYPES: •••�•• ••• ••`••• 1OR2 20R3 1OR2 ANCHOR 20R3 • • • • LOCATIONS ANCHORAGE SPACING REQUIREMENTS: •••••• Erc�rbwh 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D _ • sees • •• ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL • 15 0 0000 • ` • INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. "" 2.ANCHOR TYPES:1-1/4"ELCO ULTRACON 2-1/4"ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREW(G5) CONCRETE SUBSTRATE USE TYPE 1 AT 13/8"MIN.EMBEDMENT OR TYPE 2 AT 1 3/4"EMBEDMENT. 1 3/4"MIN.EDGE DISTANCE FOR BOTH. WOOD SUSTRATE-USE TYPE 2 OR TYPE 3 AT 13/8"MIN.EMBEDMENT. 3.SINGLE PANEL CONFIGURATIONS:(DETAIL A,CONCRETE SUBSTRATE. DETAIL B,WOOD SUBSTRATE) A HEAD AND SILL......8"MAX.FROM FRAME CORNERS. JAMBS.....................11*MAX.FROM FRAME CORNERS,18.500"MAX.O.C.CONCRETE SUBSTRATE(DETAIL A)AND 10.571"MAX.O.C.WOOD SUBSTRATE(DETAIL B). 4.TWO OR MORE PANEL CONFIGURATIONS:(DETAIL C,CONCRETE SUBSTRATE) HEAD AND SILL......6"MAX.FROM FRAME CORNERS,AND AT 3"AND 6"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 4). JAMBS....11"MAX.FROM FRAME CORNERS AND 18,500"MAX.O.C. 5.TWO OR MORE PANEL CONFIGURATIONS:(DETAIL 0,WOOD SUBSTRATE) LYNN 4t ® HEAD AND SILL......6"MAX.FROM FRAME CORNERS,AND AT 3",6",9"AND 12"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 8). �� l��•.. ...SF PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS,REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4". *i JAMBS.....................11"MAX.FROM FRAME CORNERS AND 10.571"MAX.O.C. = * No.58705 pbvww FAblbft. RuemNorE RT To oEouram mocouN71: RK IW=w a REVISE AND f0rA09PER MC2fX ANO REIQBENOTM 2.iia. Q '•, STATE OF aR axnfw c NotsuNOETNasrET f07DN ANCHORAGE SPACING � sS/FcoR�ouAft G��: CK4& Eo-rAPC0WTOI&MCow: ALUM.FRENCH DOOR&SIDE LITES,IMPACT �� ONA1- JR Of/3bf0 D1. P.O.&]7C 11x8 f aor NOKbM�S,F1 U274 ® 0 1" ""'C p•"•M° A.LYNkI(AIUK P.E. FIG i?/2M L.T. 4/&t1t5 fom 1/4 10 a 12 3000-11 E FL P.E.#58705 ® CONCRETE ANCHOR - CONCRETE ANCHOR SEE NOTE 1 WOOD ANCHOR, 1/4"MAX. WOOD ANCHOR, 114"MAX. OPTIONAL (NOTE i) SEE NOTE 2 GROUT SEE NOTE 2 OPTIONAL 1/4'MAX. GROUT, 84 SEE GROUT, SEE 1/4"MAX. NOTE 5 84 SEE NOTE GROUT NOTE 5 SEE 1 NOTE 5 j 3.d KSI MIN 'EMBED. ; ` EMBED. M1 �( SEE 3.4 KSI MIN SEE 13/87 1318 ;CONCRETE NOTE 1CONCRETE' NOTE 1 MIN. 2x WOOD,SEE MIN. 2x WOOD,SEE NOTE 3 NOTE 3 TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL ®TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL •••• (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE • �••� •• ) (DIRECT TO WOOD) (SUBSILL TO WOOD) •••••` EXTERIOR INTERIORE:> •o•000 • w • • *see •• • ••••• (ALL HEAD&SILL SECTIONS) •000• s oo• •••••• • • • • ® �, • • o.•• 9600 ,. EMBED. •••••• 1 1.3.4KSIM11� . 1� • • • •••••• ' CONCRETE SEE ® � ✓ASV •••••• •••• :60.. si ® 114"® " �IMiV14wYt •. ...: . •• 3.4 KSI MIN • .'EMBED. MAX. NOTE 1A walk" SEE SHIM -�" 2x WOOD 13/8"MIN. "` -IOt 15 • • . ''F CONCRETE - NOTE 1 L ` T SEE NOTE 3 •••••• ••w• • • _�• •oo••• lx WOOD SEE NOTE 3 1/4"MAX. MAX' SHIM ® SHIM CONCRETE ANCHOR,SEE NOTE 1 ®CONCRETE ANCHOR SEE NOTE 1 ®WOOD ANCHOR REE NOTE 2 ® TYPICAL DOOR&SIDE LITE HEAD NOTES: 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"ULTRACONS OR 114"SS4 CRETE-FLEX. MIN.DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4". MIN.EMBEDMENT:1/4"ULTRACON-1318'.1/4'SS4 CRETE-FLEX-13/4. 2. FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(G5)OR ELCO 1/4"SS4 CRETE-FLEX-1 3/8"MIN.EMBEDMENT FOR EITHER. 3.WOOD BUCKS DEPICTED AS Ix ARE LESS THAN 1 1/2"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). NV LYNN 4.FOR ATTACHMENT TO ALUM:THE MAT'L SHALL BE A MIN.STRENGTH OF 6063-T5 AND A MIN.OF 1/8"THICK. THE ALUM.STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SMS F 'P WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET,THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN *' ON SHEET 10 MAY BE USED. No.58705 5. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS) _ MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. /o +t fi :��` frX Ma" 9 UPDATEANCHO44MAmmom fir•°" %O STATE OF CM+A+Ea�.e KWOP +oson�rxnvaoaroRw ANCHORAGE DETAILS ,Alt OArl2tlG C - 811E A Qi4NQE0 Afld. NOkOM►9,fL94Y76 crunloeo-owouM roi a NAI. AA ' ora�w as +�, ALUM. FRENCH DOOR&SIDE LITES,IMPACT �/ ,� a� cwr I+OKOA09 FL 842) +"'y'"e°'r •rx owc A.LYNNrISIlai P.E. F.K 1?/23R74 L.T. 4/BKA4 FD760 114 11 12=8000-11 E FL P.E.#58705 aEXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE OPTIONAL ANCHOR, OPTIONAL SEE NOTE 1, 84 84 SHEET 11 WOOD ANCHOR WOODANCHOR, CONCRETE E ANCHOR Q B SEE NOTE 1, 1/4"MAX. SEE NOTA 2 SEE NOTE 1,SHEET 11 1/4"MAX. _ GROUT, SHEET 7 I SHEET 11 :_=- -- " 1/4"MAX. _ _ 1/4"MAX. GROUT _ SEE NOTE GROUT GROUT, SEE NOTE 5, i 5,SHEET 11 ; ® SD5, ' SEE NOTE SHEET 11 A�t ILNOTE 5,SHEET 11SHEET EMBED. ' :3.4,KS1 MIN, j s �. .. 8E@ NOTE 1, &3.4 KSI MIN".'! EMBED. 1 ' 2x W�iD�— 13/8" ' M2XWOD CONCRETE s s ' CONCRETEV 8EE NO'S 1, ® NOTE 3-8HEET11 ° SHEMIN. SEE NOTE 3_ MIN.••• EET 11= • .... TYPICAL DOOR SILL OPTIONAL DOOR SILL TYPICAL DOOR SILL OPTIONAL DOOR SILL .. •• •••... (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) ...... V. •• .. .•••• • ••• •••••. ••••• •••• •••• • •.•• • • •••• ••.•.• IY0�11QT YiV1fiU • • • •••••• EMBED. two EMBED. ® SEE • � SEE CONCRETE CONCRETE ••.•••. •••• ••••.• 40� ® A ANCHOR, i • • NOTE 1, � - NOTE 1, ®ANCHOR, • • i • •• SHEET 11 SHEET111 SEE NOTE 1, 1 .,# SEE NOTE 2, •••••• •••••• • • INTERIOR ,, ;.. SHEETII MIN. i SHEETII so** (ALL JAMB SECTIONS) �'.. CONCRETE EXTERIOR ANCHOR, SEE NOTE 1, SHEET 11 3.4 KSI MIN ` CONCRETE , OR 1.5 KSI :• ,� O 3.4 KSI MIN. MIN.CMU CONCRETE '" 2x WOOD, SEE NOTE 3, Ix WOOD, SHEET 11 SEE NOTE 3, 1/4"MAX.SHIM--� �-- SHEET 11 1!4"MAX.SHIM 1 1/4"MAX.SHIM �- 4 TYPICAL DOOR& SIDE LITE JAMB \`i i r r \��\ N� LYNN 4. '//i � �AO SCF �i \CENSE aAWa ' �� L� �� •�� 6.K twomm 0 NEWSMAODSUMILLANDN.TERMTEIOP&bo1r0URNLEXIRU8PON8. :��'•. STATE OF .•��(/` AR oa�zov c►Nn L of �MLa ror�NOKOWA A rrD ANCHORAGE DETAILS �S'•.�LORIDP.•' C. ` La 0IM10 n '''D BT'"s T a0.8mim ALUM.FRENCH DOOR A SIDE LITES, IMPACT ��'�.`�lONAL o r n k NWCOAOS1 FL$aJr4 ® s..r�w.e es" A.LYI�i�WIILLl P`P.E. F.K. IW3/M L.T. 4/W FDMO 1/.l 12::-=1270000-11 E FL P.E.#68705 Donald Hodgetts, P.E. 5901 S.W. 74t`' STREET-SUITE 405-SOUTH MIAMI, FL 33143 305-663-8885 (FAX) 305-663-9841 COMPUTATIONS FOR 1002 NE 105th Street ...• Designed to meet the requirements of the FSBC 2010 Ed. ;...;� ...... ...... .. . . ... ...... j DONALD � ETTS, P.E. #18553 DONALD HODGETTS, P. E. JOB: PAGE: CONSULTING ENGI NEER SCOPE: 5901 S.W. 74th STREET, SUITE 405 NUMBER: SOUTH MIAMI, FL 33143 TEL.: (305) 663-8885 • FAX: (305) 663-9841 DSNGR: DATE: II�/! its � re� !^ i ar~y I j f i log .0 00 o es 04 I � I I I •► •• •� • I i � i I i I I � I I I , i I I DONALD HODGETTS, P. E. JOB: -Z 1-4. �' 0,5"*ST, PAGE: I CONSULTING ENGI NEER SCOPE: 5901 S.W. 74th STREET, SUITE 405 NUMBER: - ZMl5G SOUTH MIAMI, FL 33143 TEL.: (305) 663-8885 • FAX: (305) 663-9841 DSNGR: •W iJ DATE:' 2�/S' i t ! t a•••A .r.... • C/-3 43 _ t -� I C1'G •i.� ,: j :.+..a I io0� ��{3, ✓ G."�C / `'� t ! •..' is ! ! i i I i C ASCE 7 - 10 WIND LOADS ON COMPONENTS& CLADDING WIND VELOCITY = 175 MPH 6PrTf^e -- FTS 10 20 50 100 200 500 ZONE 2 Ic`> . + ` 1"7. l - '7 3 —171 75- 0000 4&5 r _fJ + Ste.b + v. ,, , • 0000.. .. .. • 0000.. 0000.. LOADS SHOWN ABOVE TO BE MULTIPLIED x 0.6 •••• ••••• • 0000.. TO GET TO WORKING STRENGTH DESIGN (WSD) ..... 0000. 0000. • 0000. .. .. .. .. 0000.. 0000.. a 0000.. a 0..... • • • . 0 .. 0000 .000 00 0 ZONE ZONE ZONE 5 4 5 a= 3.0' TYPICAL WALL ELEVATION Project Name: 1002 NE 105th Street 00 Location: By: DWH Start Date: 2/3/15 Comments: CAUsers\User\Documents\ASCE 7-10.wls 1002 NE 105th Street February 23, 2015 ASCE7-10 Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 175 mph Topography: None . . . .... ...... Optional Factors •••• :••••• This project uses load combinations from ASCE 7. """ •' ...... ...... WLS4--[1.11] Copyright©2020 SDG, Inc. Page 1 of 11 1002 NE 105th Street February 23, 2015 ASCE7-10 Section - Main Section Enclosure Classification: Enclosed Wall Length(ft) Overhang(ft) 1 50.0 2.0 2 28.0 2.0 Top 3 50.0 2.0 W2 4 28.0 2.0 W1 A B W3 Eave Height: 10 ft Parapet Height: 0 ft Parapet Enclosure: Solid Wa Roof Shape: Hipped Front Right Roof Slope(:12) SSSS.. A&B 4.5 A . _ c _ e _ B- CD 4.5 W1 Wa W3 9 s4 •. .: 2.: SSSS. SSSS. SSSS.. ... SSSS. . .. .. 99 Soso. 9 999999 . . 9 . SSSSL SSSS.. :0090: .. . 9 009 00 0 WLS4--[1.11] Copyright©2020 SDG, Inc. Page 2 of 11 1002 NE 105th Street February 23, 2015 ASCE7-10 Composite Drawing 2 2 1 1 q g 3 •....• 3 .0000. .... • • • .000.0 0000 . 90000 . . 0o 0 • .00. • 600.00 • • 0 • • . • •0690• • • 0 • 000000 0 000 . • 0• • I 4 4 WLS4--[1.11 J Copyright©2020 SDG, Inc. Page 3 of 11 1002 NE 105th Street February 23, 2015 ASCE7-10 Components and Cladding Input Component Description Wall/Roof Surface Label Zone Span(ft) I Width(ft) Area(sgft) Roof 10 Roof A (All) 10 Roof 20 Roof A (All) 20 Roof 35 Roof A (All) 35 Roof 50 Roof A (All) 50 Roof 100 Roof A (All) 100 Roof 200 Roof A (All) 200 Roof 500 Roof A (All) 500 Wall 10 Wall 1 (All) 10 Wall 20 Wall 1 (All) 20 Wall 35 Wall 1 (All) 35 Wall 50 Wall 1 (All) 50 Wall 100 Wall 1 (All) 100 Wall 200 Wall 1 (All) 200 Wall 500 Wall 1 (All) 500 pARAPET Parapet 1 (All) 10 6666 . 6 6666 6666.. . . 6666.. .. .. 6666.. 6666.. 6666.. 6666 969969 6666 . 66660 *goo** .. .. 6096.0 6666.. 00 6666.. .. . 0 606 . 6 WLS4 --[1.11] Copyright©2020 SDG, Inc. Page 4 of 11 1002 NE 105th Street February 23, 2015 ASCE?-10 Components and Cladding Output Component Description Surface zone z(ft) q(psf) GCp I GCpi ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) Roof 10 A 1 12.6 56.6 0.50 0.18 28.3 18.1 38.5 12.6 56.6 -0.90 -50.9 -61.1 -40.8 12.6 56.6 0.00 0 0.0 2 12.6 56.6 0.50 0.18 28.3 18.1 38.5 12.6 56.6 -1.70 -96.2 -106.4 -86.0 12.6 56.6 -2.20 0 -124.5 3 12.6 56.6 0.50 0.18 28.3 18.1 38.5 12.6 56.6 -1.70 -96.2 -106.4 -86.0 12.6 56.6 -2.20 0 -124.5 Roof 20 A 1 12.6 56.6 0.44 0.18 24.9 14.7 35.1 12.6 56.6 -0.87 -49.2 -59.4 -39.1 12.6 56.6 0.00 0 0.0 2 12.6 56.6 0.44 0.18 24.9 14.7 35.1 12.6 56.6 -1.55 -87.7 -97.9 -77.5 12.6 56.6 -2.20 0 -124.5 3 12.6 56.6 0.44 0.18 24.9 14.7 9.01. . . .... ...... 12.6 56.6 -1.55 -87.7 -97.9 : .-77.5 12.6 56.6 -2.20 0 -124.5 660••6 •• •• 6.66•• ...... Roof35 A 1 12.6 56.6 0.39 0.18 22.1 11.9 6.66•• :�'�'��3� 6.66• 12.6 56.6 -0.85 -48.1 -58.3 6•:": -37.� ""'• .. .. .. .. ...... 12.6 56.6 0.00 0 0.0 ...... 2 12.6 56.6 0.39 0.18 22.1 11.9 :0322 :0000: 12.6 56.6 -1.43 -80.9 -91.1 •••• .-7.4.7 :" 12.6 56.6 -2.20 0 -124.5 •• • 3 12.6 56.6 0.39 0.18 22.1 11.9 32.3 12.6 56.6 -1.43 -80.9 -91.1 -70.7 12.6 56.6 -2.20 0 -124.5 Roof 50 A 1 12.6 56.6 0.36 0.18 20.4 10.2 30.6 12.6 56.6 -0.83 -47.0 -57.2 -36.8 12.6 56.6 0.00 0 0.0 2 12.6 56.6 0.36 0.18 20.4 10.2 30.6 12.6 56.6 -1.35 -76.4 -86.6 -66.2 12.6 56.6 -2.20 0 -124.5 WLS4--[1.11] Copyright©2020 SDG, Inc. Page 5 of 11 -1002 NE 105th Street February 23, 2015 ASCE7-10 Components and Cladding Output 12.6 156.6 1-2.2010 -124.5 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) Roof 50 A 3 12.6 56.6 0.36 0.18 20.4 10.2 30.6 12.6 56.6 -1.35 -76.4 -86.6 -66.2 12.6 56.6 -2.20 0 -124.5 Roof 100 A 1 12.6 56.6 0.30 0.18 17.0 6.8 27.2 12.6 56.6 -0.80 -45.3 -55.5 -35.1 12.6 56.6 0.00 0 0.0 2 12.6 56.6 0.30 0.18 17.0 6.8 27.2 12.6 56.6 -1.20 -67.9 -78.1 -57.7 12.6 56.6 -2.20 0 -124.5 3 12.6 56.6 0.30 0.18 17.0 6.8 27.2 12.6 56.6 -1.20 -67.9 -78.1 -57.7 12.6 56.6 -2.20 0 -124.5 Roof 200 A 1 12.6 56.6 0.30 0.18 17.0 6.8 27.2 12.6 56.6 -0.80 -45.3 -55.5 .•--55'1 . . .... ...... 12.6 56.6 0.00 0 0.0 • 2 12.6 56.6 0.30 0.18 17.0 6.8 •••�•• �•2�.;�: ...... 12.6 56.6 -1.20 -67.9 -78.1 *00*** -57.7 :....: 12.6 56.6 -2.20 0 -124.5 .... ..... 3 12.6 56.6 0.30 0.18 17.0 6.8 .•2Z.2; •••••• .. .. .. .. ...... 12.6 56.6 -1.20 -67.9 -78.1 -5.7.7 •• 12.6 56.6 -2.20 0 -124.5 •••••• . Roof 500 A 1 12.6 56.6 0.30 0.18 17.0 6.8 12.6 56.6 -0.80 -45.3 -55.5 -35.1 12.6 56.6 0.00 0 0.0 2 12.6 56.6 0.30 0.18 17.0 6.8 27.2 12.6 56.6 -1.20 -67.9 -78.1 -57.7 12.6 56.6 -2.20 0 -124.5 3 12.6 56.6 0.30 0.18 17.0 6.8 27.2 12.6 56.6 -1.20 -67.9 -78.1 -57.7 12.6 56.6 -2.20 0 -124.5 Wall 10 1 4 12.6 56.6 1.00 0.18 56.6 46.4 66.8 WLS4--[1.11] Copyright©2020 SDG, Inc. Page 6 of 11 1002 NE 105th Street February 23, 2015 ASCE7-10 Components and Cladding Output Component Description Surface zone z(ft) q(psf) GCp I GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/-GCpi (psf) Wall 10 1 4 12.6 56.6 -1.10 0.18 -62.3 -72.4 -52.1 5 12.6 56.6 1.00 56.6 46.4 66.8 12.6 56.6 -1.40 -79.2 -89.4 -69.1 Wall 20 1 4 12.6 56.6 0.95 0.18 53.8 43.6 64.0 12.6 56.6 -1.05 -59.4 -69.6 -49.2 5 12.6 56.6 0.95 53.8 43.6 64.0 12.6 56.6 -1.29 -73.0 -83.2 -62.8 Wall 35 1 4 12.6 56.6 0.90 0.18 50.9 40.8 61.1 12.6 56.6 -1.00 -56.6 -66.8 -46.4 5 12.6 56.6 0.90 50.9 40.8 61.1 12.6 56.6 -1.21 -68.5 -78.7 -58.3 Wall 50 1 4 12.6 56.6 0.88 0.18 49.8 39.6 60.0 12.6 56.6 -0.98 -55.5 -65.7 -45.3 5 12.6 56.6 0.88 49.8 39.6 .'60.% . . ...... 12.6 56.6 -1.15 -65.1 -75.3 ; .:-54....Q •• . . ...... .. .. ...... Wall 100 1 4 12.6 56.6 0.82 0.18 46.4 36.2 5&6 12.6 56.6 -0.92 -52.1 -62.3 ••••• :•-'4T 9 ..... 5 12.6 56.6 0.82 46.4 36.2 "; .'56.6: 00 12.6 56.6 -1.05 -59.4 -69.6 ...... -49.2 •• . . . . ...... ...... Wall 200 1 4 12.6 56.6 0.77 0.18 43.6 33.4 53.8 12.6 56.6 -0.87 -49.2 -59.4 5 12.6 56.6 0.77 43.6 33.4 53.8 12.6 56.6 -0.94 -53.2 -63.4 -43.0 Wall 500 1 4 12.6 56.6 0.70 0.18 39.6 29.4 49.8 12.6 56.6 -0.80 -45.3 -55.5 -35.1 5 12.6 56.6 0.70 39.6 29.4 49.8 12.6 56.6 -0.80 -45.3 -55.5 -35.1 WLS4--[1.11] Copyright©2020 SDG, Inc. Page 7 of 11 - •1002 NE 105th Street February 23, 2015 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) q (psf) I G JCp GCpi Ext Pres (psf) Net w/+GCpi (psf) Net w/-GCpi (psi) 1 Windward Wall 10.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 Overhang Top 12.6 56.6 0.06 0 3.0 12.6 56.6 -0.37 -18.4 Overhang Bot 10.0 56.6 0.80 39.8 2 Side Wall 12.6 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 3 Leeward Wall 12.6 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 4 Side Wall 12.6 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 A Windward Roof 12.6 56.6 0.88 0.06 0.18 3.0 -7.2 13.2 12.6 56.6 -0.37 -18.4 -28.6 -8.2 B Leeward Roof 12.6 56.6 0.88 -0.60 0.18 -29.9 -40.1 -19a.. . . 0000 0000.. C&D Roof 0 to 6.3 * 56.6 0.88 -0.90 0.18 -44.8 -55.0 „� -g;3i9 0 6.3 to 12.6 " 56.6 -0.90 -44.8 -55.0 •••:•• -34.6 .0000. 12.6 to 25.3 * 56.6 -0.50 -24.9 -35.1 "'0 -14.i:. ' 0000 0000. 25.3 to 28.0 * 56.6 -0.30 -14.9 -25.1 0000.. -4.8 ..:.. 0 to 28.0 * 56.6 -0.18 -9.0 -19.2 606• 1.2• •• ••••• 06.660 . . 0 0 6660. This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. 6 0 . .6006 0 . * Distance from windward edge. WLS4--[1.11] Copyright©2020 SDG, Inc. Page 8 of 11 • 1002 NE 105th Street February 23, 2015 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 # Surface z (ft) q (psf) G Cp GCpi I Ext Pres (psf)l Net w/+GCpi (psf)j Net w/-GCpi (psf) 1 Side Wall 12.6 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 2 Windward Wall 10.0 56.6 0.80 40.3 30.1 50.5 Overhang Top 12.6 56.6 0.21 0 10.6 12.6 56.6 -0.29 -14.6 Overhang Bot 10.0 56.6 0.80 40.3 3 Side Wall 12.6 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 4 Leeward Wall 12.6 56.6 0.89 -0.34 0.18 -17.1 -27.3 -6.9 C Windward Roof 12.6 56.6 0.89 0.21 0.18 10.6 0.4 20.8 12.6 56.6 -0.29 -14.6 -24.8 -4.4 D Leeward Roof 12.6 56.6 0.89 -0.60 0.18 -30.2 -40.4 -294• A&B Roof 0 to 6.3 * 56.6 0.89 -0.90 0.18 -45.3 -55.5 ...... -35.?.: ....:. 6.3 to 12.6 * 56.6 -0.90 -45.3 -55.5 •"••• -35.? 12.6 to 25.3 * 56.6 -0.50 -25.2 -35.4 0 •+•• • 25.3 to 50.0 * 56.6 -0.30 -15.1 -25.3 ••;••; -4*9• ••*•• 0 to 50.0 * 56.6 -0.18 -9.1 -19.3 •: This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. : ;• •• * Distance from windward edge. WLS4--[1.11] Copyright©2020 SDG, Inc. Page 9 of 11 -1002 NE 105th Street February 23, 2015 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 # Surface z (ft) q (psf) I G CpGCpi Ext Pres (psf) Net w/+GCpi (p-s ) Net w/-GCpi (psf) 1 Leeward Wall 12.6 56.6 0.88 -0.50 0.18 -24.9 -35.1 -14.7 2 Side Wall 12.6 56.6 -0.70 -34.9 -45.1 -24.7 3 Windward Wall 10.0 56.6 0.88 0.80 0.18 39.8 29.7 50.0 Overhang Top 12.6 56.6 0.06 0 3.0 12.6 56.6 -0.37 -18.4 Overhang Bot 10.0 56.6 0.80 39.8 4 Side Wall 12.6 56.6 0.88 -0.70 0.18 -34.9 -45.1 -24.7 B Windward Roof 12.6 56.6 0.88 0.06 0.18 3.0 -7.2 13.2 12.6 56.6 -0.37 -18.4 -28.6 -8.2 A Leeward Roof 12.6 56.6 0.88 -0.60 0.18 -29.9 -40.1 C&D Roof 0 to 6.3 ' 56.6 0.88 -0.90 0.18 -44.8 -55.0 •„•„ +3��.6•: • •0 6.3 to 12.6 ' 56.6 -0.90 -44.8 -55.0 ••• •• -34.6 • 12.6 to 25.3 " 56.6 -0.50 -24.9 -35.1 X14.7:. •• 25.3 to 28.0 " 56.6 -0.30 -14.9 -25.1 •..... -4.8 •„•• 0 to 28.0 56.6 -0:18 -9.0 -19.2 ••••• This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. Distance from windward edge. WLS4--[1.11] Copyright©2020 SDG, Inc. Page 10 of 11 • ' 1002 N E 1 05th Street February 23, 2015 _ ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 # Surface z (ft) q (psf) I G Cp GCpi I Ext Pres (psf)l Net w/+GCpi (psf)l Net w/-GCpi (psf) 1 Side Wall 12.6 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 2 Leeward Wall 12.6 56.6 -0.34 -17.1 -27.3 -6.9 3 Side Wall 12.6 56.6 0.89 -0.70 0.18 -35.3 -45.4 -25.1 4 Windward Wall 10.0 56.6 0.89 0.80 0.18 40.3 30.1 50.5 Overhang Top 12.6 56.6 0.21 0 10.6 12.6 56.6 -0.29 -14.6 Overhang Bot 10.0 56.6 0.80 40.3 D Windward Roof 12.6 56.6 0.89 0.21 0.18 10.6 0.4 20.8 12.6 56.6 -0.29 -14.6 -24.8 -4.4 C Leeward Roof 12.6 56.6 0.89 -0.60 0.18 -30.2 -40.4 -2AQ• . . .... ..... A&B Roof 0 to 6.3 * 56.6 0.89 -0.90 0.18 -45.3 -55.5 .315.4 6.3 to 12.6 * 56.6 -0.90 -45.3 -55.5 -35.4 12.6 to 25.3 * 56.6 -0.50 -25.2 -35.4 A5.9% • 25.3 to 50.0 * 56.6 -0.30 -15.1 -25.3 •,,,,• q.9 0 to 50.0 * 56.6 -0.18 -9.1 -19.3 •••••• �!1�••� ••••• . . . . . ..... This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. :""• .. . ... * Distance from windward edge. WLS4--[1.11] Copyright©2020 SDG, Inc. Page 11 of 11 Page 1 of 4;not valid without all four pages. U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Expiration Date: July 31, 2015 National Flood Insurance Program IMPORTANT:Follow the instructions on pages 1-9. 1411 1E SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Build', Owner's Name Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Company MAIC Number: 1002 N.E. 105TH STREET City State ZIP Code MIAMI SHORES FLORIDA 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 1,BLOCK 1,MIAMI SHORES VILLAGE,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 47,PAGE 58,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude: Lat.N 25.8713175 N Long.W-80.17759 W Horizontal Datum: ❑NAD 1927 ®NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2045 sq ft a) Square footage of attached garage 695 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 11 within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 688 sq in c) Total net area of flood openlpgs in A9.b Nva•••_�sq in d) Engineered flood openings? ❑Yes ®No d) Engineered flood openings%.Oyes 01118' 00.0.0 0000•• • '• SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION ••0.: 0••• 0 B1. NAP Community Name&Community Number B2.County Name B3.State • . • 0000 0000•• THE VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE • 0 A • • B4. Map/Panel Number B5.Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s) B9. a e Flood Llevation(s)(Zorg6600� Revised Date ••r@nre base good depth) • 0 • 0000• 12086C-0306 L 9/11/2009 09111/09 AE 8.0 0• • •.0 .; B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ;0 0;•; . 0 ❑FIS Profile ®FIRM ❑Community Determined ❑Other/Source:- 0 • . 0• Bll.Indicate elevation datum used for BFE in Item B9: ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: .0- • B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes 10 No 0• ••• '•'•• Designation Date NIA / / ❑CBRS ❑OPA 0 • SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* ®Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/A0.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:MIAMI-DADE COUNTY BM:B-26-RA:17.23 Vertical Datum:NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 4 .16-- ®feet ❑meters b) Top of the next higher floor 6 .47 ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ®feet ❑meters d) Attached garage(top of slab) 4 .84 ®feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 6 .98 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 4 .08 IKI feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 4 .34 IKI feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including N/A ®feet ❑meters structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. p g P Y ••�QAE F�O�, ®Check here if comments are provided on back of form. Were latitude and longitude in Section A provided b a �•' ❑Check here if attachments. licensed land surveyor? ❑Yes FJ No s?•:E° '6'• e 6957 -°•". ` Certifier's Name License Number MA DIEL A.FROMETA LS6957 ' Title Company Name p ST4TE OF y. PROFESSIONAL SURVEYOR AND MAPPER EXACTA LAND SURVEYORS,INC. es Address City State ZIP Code �`•,0'3/S • ••ot2�%�� I 11940 FAIRWAY LAKES DRIVE SUITE 1 FT.MYERS L 3913 •.,,� urvey � � Signature Date Telephone ��e��e 1/27/2015 P:(305)668-6169 1/27/2015_ FEMA Form 086-0-33(Revised 7/12) See reverse side for continuation. Replaces all previous editions. (REV.1 1127/2015) (REV.1 11/7/2014) Page 2 of 4;not valid without all four pages. FL141 1.0431 EC ELEVATION CERTIFICATE,page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE ' Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P0.Route and Box No. Policy Number: 1002 N.E. 105TH STREET City State ZIP Code Company NAIC Number: MIAMI SHORES EL 33138 SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments NOTE:C2.E=AC UNIT PAD.NOTE:THIS ELEVATION CERTIFICATE IS ONLY VALID FOR THE PERSON OR PERSONS NAMED ON THIS rFRTIFIrATF Signature Date 1/27/2015 CENTERLINE ROAD ELEVATION:3.24 SECTION E-BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For Items Ej,E�4•use natural grade,if available.Check the measurement used. In Puerto Rico only,enter meters. E1.Providd glp"ion inform9jion jpr the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent •; *'*grade HAG)ind the i&esladjacent grade(LAG). •::• a)Top f.11W?h floor(mokKkng basement,crawlspace,or enclosure)is N/A ®feet ❑meters ❑above or ❑below the HAG. b)Top of bpttom floor(i x;Afhg basement,crawlspace,or enclosure)is N/A ®feet ❑meters ❑above or ❑below the LAG. ••E2.ior Buildlog Diagrams permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), • •••••• •• jhe next higherfloor(ele,a on C2.b in the diagrams)of the building is N/A ®feet El meters El above or E]below the HAG. ••J:3.Attached garage,(top ofslab�Is N/A ®feet ❑meters ❑above or ❑below the HAG. ••4644?lbp of p1bTform of machlr�"ar*W/or equipment servicing the building is N/A. ®feet ❑meters ❑above or ❑below the HAG. �4E5.Zone AO only: Ifn o floo4d6pth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ••••oordinangpj d V! ❑qo Unknown.The local official must certify this information in Section G. • 0 • • 0 ' • 0 SECTION F—PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone A0. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G1O.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments _�_ ❑Check here if attachments. FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. Page 3 of 4;not valid without all four pages. ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. FL1411.0431EC IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 1002 N.E.105TH STREET City State ZIP Code Company NAIC Number: MIAMI SHORES FL 33138 If using the Elevation Certificate to obtain NAP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. T }f • •• I • z•r: • • Nua T••• • �� are m is FRONT PROPERTY PICTURE 11/6/2014 REAR PROPERTY PICTURE 11/6/2014 it i, i,. r RIGHT PROPERTY PICTURE 11/6/2014 LEFT PROPERTY PICTURE 11/6/2014 FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. Page 4 of 4;not valid without all four pages. ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P0. Route and Box No. Policy Number: 2 N.E. 105TH STREET City State ZIP Code Company NAIC Number: MIAMI SHORES FL 33138 If submitting more photographs than will fit on the preceding page,affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View";and,if required, "Right Side View" and "Left Side View."When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. 6006 6606 • • 00.0 .• • • : 6660.. 6666 •• •• • • 6666.. 6600 • 6660. 0660•• 6066 0006 0660.. • • . • 0006• • . • 0 go .• .• 0066• 0000•• 6666. 60606. • • 6 00 000.•E ..• • FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. T PREPARED BY: — —� b. l Land Surveyors, Inc. www.exactaland.com � Toll Free 866-735-1916 F 866-744-2882 PROPERTY ADDRESS: 1002 N.E.105TH STREET MIAMI SHORES, FLORIDA 33138 1 SURVEY NUMBER: FL1411.0431 FIELDWORK DATE: 11/14/2014 REVISION DATE(S):(REV.2 1/27/2015) (REV.2 11/17/2014) (REVA 11/17/2014) FL 1411.0431 BOUNDARYSURI/EY LOT 9 Cz LU MIAMI--DADE COUNTY BLK 6 0 ° N 90°00100'W 100.00'(M) ° N 90°00'00'W 75.23 (M) r- 00.00' (P) _O slRc ° 75.00' (P) o L13#7337 G'W.F. /2"FIP NO ID z Z I I •' N N IL FND.NAIL r• P.I. FN P.I. LI , ° (J�Or le/V1/) .R. (ASSUMED) MIAMI 5Y10RE5 VILLAGE m TABLE: GOLF COARSE ° 'I°o m L I 325.00' (F) +I— 5 90°00100'W 324.88'(M) v 22.8' " L2 S 3°50'14•W 15.02'(C) 0 1D N n N L3 5 89°2G'180 E 26.29'(C) t-- —m " o n 28.1' v O LOT 2 i •'• y•.••' LOT l •. ..... G.9' 1511. BLK ' • • +I u1' 9,2' U LEs#1002 BLK •00.90 ••�• • • _ • •• 0000:• C. . ° 17.G' 23.9' 0.l'ON •e'•" • • w 22.4' •. - • • 99•••• 0000 0000•• • • • g 0000•• .•••. • . L21.3O'(M) 00 •• • •.... ••� 1 IOTLS: •9 0 I.OT APPI-AF`i TO BI `�L FVICED FY CITY WATFF AI ID SFWFPslRc eNce oW,I' shlP rloT DereFnJilltDL6#733@ FACE OF @ W.C. SEAWALL O.I'OFF 100, N 87 01'24 W 1 OQ,141(C FND.NAIL YIVE NAL A@P.C. 8/SCA l hereby certify that Boa Survey of the hereon described ��rty�s made under my direction, and t e best of knowledge and belief, it is r e representation 40 0 20 40 of a survey that s e mini technical standards set fort�° tTE&n.d oard of Professional Survey .o c Mapp In Chapter GRAPHIC SCALE (In Feet) N 5,1-17 of the Florida 7ve Code. 1 inch = 40' ft. r1 RONALD W. WALLING State of Florida Professional Surveyor and Mapper License No. 6473 Use of This Survey for Purposes other than Intended,Without Written Verification,will beat the User's Sole Risk and Without Liability to the Surveyor. lNothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO BE LOCATED IN ZONE AE(WITH A BASE FLOOD ELEVATION OF 8).THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES, COMMUNITY NUMBER 120652, DATED 09/11/09. Florida Lt AFFILIATE CLIENT NUMBER:KESSLER DATE: 11/17/2014 - Title Association BUYER:NOAH KESSLER;Acclivity Construction,LLC F L'-TA MEMBERS SELLER: BRETT CARLSON,SALLY SHIPPEE,SCOTT CARLSON CERTIFIED TO:NOAH KESSLER;ACCLIVITY CONSTRUCTION,LLC;GARY R SASLAW,PA;FIRST AMERICAN TITLE INSURANCE COMPANY;BRANCH BANKING AND TRUST COMPANY Land SurveyorInc.7 www.exactaland.com P.86(i-735-1916•F866-7442882 This is page 1 of 2 and is not valid without all pages. LBk7337 11940 Fairway Lakes Drive,Suite l•Ft Myers,FL 33913 REPORT OF SURVEY FL1411.0431 This is page 2 of 2 and is not valid without all pages. r LEGAL DESCRIPTION: LOT 1, BLOCK 1,MIAMI SHORES VILLAGE,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 47,PAGE 58,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. JOB SPECIFIC SURVEYOR NOTES: THE ASSUMED BEARING REFERENCE OF NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST IS BASED ON THE CENTERLINE OF N.E. 105TH STREET, LOCATED WITHIN MIAMI SHORES VILLAGE,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 47,PAGE 58,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others.This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground.Underground footings,utilities and encroachments are not located on this survey map. 3. If there is a septic tank,or drain field shown on this survey,the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection, probing rods,and visual above ground inspection only.No excavation was performed in order to determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom it is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards,house dimensions are approximate. E. Any FEMA flood zone data contained on this survey is for informational purposes only.Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a minimum a'fh"diameter,18"iron rebar with a cap stamped LBg7337. 10.If you are reading this survey in an electronic format,the information contained on this document is only valid if this document is electronically signed as specified in Chapter 51-17.062(3)ofthe Florida Administrative Code and Florida Statute 472.025.The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover.Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor.If this document is in paper format, it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11.Unless otherwise noted,an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments,if any,are affecting this property. 12.The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity.The symbols have been plotted at the center of the field location,and may not represent the actual shape or size of the feature. r 13.Points of Interest(POfs)are selected above-ground improvements which may be in conflict with boundary,building setback or easement lines, as defined by the parameters of this survey.There may be additional POI's which are not shown,not called-out as POI's,or which are otherwise unknown to the surveyor.These POI's may not represent all items of interest to the viewer. 14.Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15.The information contained on this survey has been performed exclusively,and is the sole responsibility,of Exacta Surveyors.Additional logo or references to third party firms are for informational purposes only. 16.Pursuant to F.S.558.0035,an individual employee or agent may not be held individually liable for negligence. 17.House measurements should not be used for new construction or planning.Measurements should be verified prior to such activity. LEGEND: ••�• • •• SURVEYORS LEGEND • • • • •••••• • ••••• •• • UN • rnim AC AIR CONDITIONING ID. IDENTIFICATION SEC. SECTION BOl1NDPRY UNE B.R. BEARING REFERENCE ILL. ILLEGIBLE SEP. SEPTIC TANK • IN5T. INSTRUMENT B.C. BLOCK CORNER SEOUL SEWER ••••: • • 9TRU•TURL B.F.P. BACKFLOW PREVENTOR INT. INTERSECTION 5" SET GWC DISC •••••• • BUK_ BLOCK L LENGTH 51RC SET IRON ROD F CAP • CCN C _ _ BLDG. BUILDING LBO LICENSE 1-BU51NZ55 SNIP SET NAIL 1 DISC ••••• CHAIN-L�Iir BM BENCHMARK LSI LICENSE f-SURVEYOR SQ.FT. SQUARE FEET • • • BA L BUILDING RESTRICTION UNE (M) MEASURED STY. STORY •• 000 •• • • • EA5EMENT.•_••_ ESMT. BASEMENT M.B. MAFBOOK 5 •• •• BAV BAY15OX WINDOW M.C.5. MITERED END SECTION SVV SEWER VALVE SURVEY TIE UNE •••••• EDG`^OF W ••• (C) CALCULATED M.F. METAL FENCE • • IRON FEiC • C CURVE N.R. NON RADIAL `S.W SIDEWALK S.W. SEAWALL CAN CABLE N.RISER N.T.S. NOT TO SCALE • • • OVERHEAD LINES C.B. CONCRETE BLOCK O.C.5. ON CONCRETE 5LA5 TEL TEMPORARY BENCHMARK •:0-00 ••••••�ra�-onL CHIM. CHIMNEY O.G. ON GROUND TEL TOP OF BA FAGLITIES •SUKVEYT16UND • C.Lr. CHAIN LINK PENCE OFF OUTSIDE OF SUBJECT PARCEL T.O.B. TOP NS BANK • -- --r-�-- TWE. TOWNSHIP •••••• ••• • WAIL OR WALL C.O. CLEAN OUT OH. OVERHANG TX TRANSFORMER • • • • � COC. CONCRETE OHL OVERHEAD LINES TYP. TYPICAL •• WOOD FENCE COR. CORNER ON IN51DE OF SUBJECT PARCEL U.R. UTILITY RI5ER • VINYL FENCE C5AV CONCRETE SIDEWALK O.R5. OFFICIAL RECORD BOOK W/C WITNESS CORNER C.V.G. CONCRETE VALLEY GUTTER O.RV. OFFICIAL RECORD VOLUME wir WATERMLTER OL CENTER UNE C/A OVERALL W.P. WOODEN FENCE 5URFACE TYPE5:luras omery rrnmi OF COVERED PORCH p5 OFFSET WM WATER MERRNALV[BOX ASPHALT= j 05 CONCRETE SUB (FI FLAT WATER VALVr. ILLS TILE ELZY�I (D) DEED F.B. PUT BOOK VX. VINYL PENCE CONCRETE=WD.F. DRAIN FIELD P.C. POINT Of CURVATURE AREA PW DRIVEWAY P.C.C. POINT OF COMPOUND CURVATURE WATER ® WOOD�f] [LN. ELEVATION P.C.P. PERMANENT CONTROL POINT y/i//1 SNCL ENCL05URE ME POOL EQUIPMENT AN E. ANCHOR EAMMENT 5YMBOL5:mrean it i, ENT. ENTRANCE PG. PAGE C.M.E. CANAL MAINTENANCE E5MT. ® BENCH MARX EM ELECTRIC MER F.I. POINT OF INTERSECTION C.U.E. COUNTY UTILITY[.SMT. CENTERLUNE C.O.P. ET EDGE OF PAVEMENT PUS PROFESSIONAL LAND SURVEYOR D.E. DRAINAGE EA5EMENT E.O.W. EDGE OF WATER PLT PLANTER D.U.E. DRANAGE AND UTILITY E5MT. O CENTRAL ANGLE a STA EUB Eurcn c UTILITY Box P.O.B. POINT OF BEGINNING E5MT. EASEMENT �I COMMON OWNERSHIP IF) FIELD P.O.C. POINT OP COMMENCEMENT IEJE.E. INGU55/EGRE55 ESMT. • CONTROL POINT rCM FND.CONCRETE MONUMENT P.P. PINCHED PIP[ IRRE. IRRIGATION EA5EMEtNT ■ CONCRETE MONUMENT FIDH FOUND DRILL HOLE P.R.C. POINT OF REVERS[CURVATURE L.A.E. UMITED ACCE55 E5MT. F.F. FINISHED FLOOR F.R.M. PERMANENT REFERENCE MONUMENT CATCH BASIN LLANDSCAPE BUFFER E5MT. ELEVATION FIP FOUND IRON FIE FE PSM PROPES910NA15URVCYOR L E. LANDSCAPE E5MT. FPC FOUND IRON FIFE 1 CAP AND MAPPER V FIRE HYDRANT FIR FOUND IRON ROD P.T. POINT Of TANGENCY L.M.E. LIKE EN LANDSCAPE • FND OR SET MONUMENT FIRC FOUND IRON ROD 4 CAP R RADIUS or RADIAL MAINTENANCE EASEMENT M.E. MAINTENANCE EASEMENT GUYWIR[OR ANCHOR EN FOUND NAIL (IR) RECORD O MANHOLE rN/D FOUND NAL/D15C RGE RANGE P.U.E. PUBLIC UTIUN EASEMENT TRCC FND. FOUND RES. R`DEQ S.W.E. ROOF OVKHAN 5MT rPKH FOUND PARKER-KALON NAL RAV RIGHT OF WAY © UTILITY OR LIGHT POLE FFKNID FOUND FK NAL I DI5K (5) SURVEY S.W.M.E.STORM WATER 5.5.1-WELL rKRSrK FOUND RAILROAD SPIKE 5.B. SETBACK LIN[ MANAGEMENT E5MT. GAR GARAGE S.C.L. SURVEY CL05URE UNE T.U.E. TECHNOLOGICAL UTILITY ESMT. GM GAS METER 5CR SCREEN U.E. UTILITY EA5EMENT ELECTRONIC SIGNATURE: PRINTING INSTRUCTIONS: OFFER VALID ONLY FOR: Incomplete accordance with Florida Statute 472.025 and Pursuant to 1. While viewing the survey in Adobe Reader,select the NOAH KESSLER;Acclivity Construction, LLC the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668,if this document was received electronically via PDF, "Print"button under the"File"tab. then it has been lawfully Electronically Signed.Therefore,this survey1 1 PDF,if authentic,Is completely official and insurable.In o demo validate 2. Select a printer with legal sized paper. 1 the'Electronic Signature"of PDF surveys sent via - sta),- m, 3. Under"Print Range",click select the"All"toggle. you must use a hash calculator.A free hash calculator is available for ( 1 download at 4. Under the"Page Handling"section,select the number of copies that you would like to print. i In order o validate the Electronic Signature crony survey PDF sent via ( 1 wwwsuweystors com, 5. Under the"Page Scaling"selection drop down menu, I.Download the Hash Calculator available at: select"None." 2.Save the Survey PDF onto your computer from www.surveystarsmm 6. UncheCk the"Auto Rotate and Center"checkbox' 1 (UP TO$SOO) %f Off 1 or from the email sent from www.surveystars.com. 3.Click the square Browse button in the upper right hand corner of the 7• Check Rite"Choose Paper Size by PDF"checkbox. 1 Hash Calculator to find ano select the saved Survey PDF document,and click 8. Click OK to print. I ANY FUTURE the COMPUTE button in the lower right hand cornerofthe Hash Calculator I SURVEYING SERVICES 1 4.Compare the 40 digit string of characters in the SHA-1 line to the 40 digit TO�1'IN i3LACK+WHITE SHA-1 characters for the survey inthejobfile Inwww.surveysuracomwhich 1. In the main print screen,choose"Properties". 1 ON THIS PROPERTY Is also printed on the invoice for that survey. 5.Ifthe40 digit string of SHA-1 characters are exactly the same on the invoice 2. Choose"Quality"from the options. I 1 (or in the survey file at wwwsurveystarscom)as they are In the Hash Calculator, 3. Change from"Auto Color"or"Full Color"to then this PDF is authentic.If the 40 digit string of characters does not match exactly,then this PDF has been tampered with and it is not authentic. "Gray Scale". - - - - - _ _ _ _ _ - - Exacta Land Surveyors. Inc. www.exactaland.com P.866-735-1916•F.866-744-2882 LB#7337 11940 Fairway Lakes Drive,Suite i•Ft.Myers,FL 33913