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WS-15-2537 (2) Permit NO. WS-10-15-2537 `SUOREr��4 Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NW ��J, ■�� Perifil orfs Classification:Window/Door Replacem Miami Shores,FL 33138-0000 Permit Status:APPROVED �` Phone: (305)795-2204 PYORtDP Issue Date: 10/6/2015FExpiration: 04/03/2016 Project Address Parcel Number Applicant 64 NW 99 Street 1131010330060 THOMAS TELESCO JR. Miami Shores, FL Block: Lot: Owner Information Address Phone Cell THOMAS TELESCO JR. 64 NW 99 Street (305)216-6161 MIAMI SHORES FL 33150- 64 NW 99 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone $L12,000.00 Valuation:FLORIDA ENGINEERED GLASS CORF (305)638-1566Total Sq Feet: 7 Type of Work:REMOVE EXISTING AND INSTALL NEW 19 Available Inspections: No of Openings:21 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7,20 Invoice# WS-10-15-57330 DBPR Fee $4.65 10/06/2015 Credit Card $350.50 $0.00 DCA Fee $4.65 Education Surcharge $2.40 Permit Fee $310.00 Scanning Fee $12.00 Technology Fee $9.60 Total: $350.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all goin on is a urate and that all work will be done in compliance with all applicable laws regulating construction and zoning. rmore, above-name tractor to do the work stated. October 06, 2015 Authorized Sign e: wner / t / Contractor / Agent Date Building Department Copy October 06, 2015 1 Miami Shores Village PIF'�;► IVED Building Department oCT 06 015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY. 9 INSPECTION LINE PHONE NUMBER:(305)762-4949 VFB 2 C 01'�t0ttv BUILDING CANCELLMAaster Permit No. vVS1J— 2,� PERMIT APPLICATION Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 64 NW 99th Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: residential Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Tom Telesco Phone#: Address:64 NW 99th Street City: Miami Shores State: FL Zip: Tenant/Lessee Name: 0 js gso afna Phone#: Email: UKIMVILICU CONTRACTOR:Company Name: Florida Engineered Glass Phone#: 305-638-1566 Address: 3211 NW 27th Ave City: Miami State: FL Zip: 33142 Qualifier Name: Gilberto Gonzalez Phone#: 786-303-0423 State Certification or Registration#: SCC131151140 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$12,000.00 Square/Linear Footage of Work: 377 Type of Work: ❑ Addition ❑ Alteration ❑ New M Repair/Replace ❑ Demolition Description of Work: Remove existing and Install new impact windows and Doors I q tic "I do'.0-f 2 Door—, Specify color of color thru tile: fog Submittal Fee$ Permit Fee$ VARYCO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ --((�� TOTAL FEE NOW DUE$�SDj' (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 commence nt must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In 1.1 sence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu � - Signature - _ OW ERor GENT ACTOR The foregoing instrume was ac nowledged before me this The foregoing instrument was acknowledged before me this te day of =or .20 A/ by of �&-�/J,�i/� 20 /S . by _ ,who is personally know to d,4�-e—r4 aO" Z4 who is personal) to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: MVILINA BOMERO o``�`p'v op•.,v MERO Print: t Print: + y Comm.Expires Aug,21,2018. •E My Comm.Expires Aug 21,2018 Seal: "a?,F ;� Commission#FF 153040 Seal: Commission#FF 153040 " •,,• Bonded through National Notary Assn. Bandedthrough National Notary Assn. s*ss*s»»»s»»*»s**»****»****** ***********s***»ss»»s»s»»»»»*****************************************s*ss»ss»s APPROVED BY f l Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) gNORES ... " Miami shores Village Building Department �LORiDp 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. X COPY OF QUALIFIER'S STATE LICENCES B. X COPY OF LOCAL BUSINESS TAX RECEIPT C. X COPY OF LIABILITY INSURANCE* D. X COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor 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 form and Contractor 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 des nc ption of.operations orcontractor-license number ME MEN a am No Ono mmommom ass Ono soon ME MENEM Now mass Eno ME Irmlim Ira Oro moms MM'MMMMMM as No a am Noma on a mom on BUSINESS NAME: Florida Engineered Glass BUSINESS ADDRESS: 3211 NW 27th Ave CITY Miami STATE FL Zip 33142 BUSINESS PHONE: 3( 05 ) 638-1566 FAX NUMBER( CELL PHONE7( 86 ) 303-0423 QUALIFIER'S NAME: Gilberto Gonzalez QUALIFIER'S LIC NUMBER: SCC 121151140 RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE,OF•FLORIDA DEPARTMENT-OF BUSINESS AND PROFESSIONAL REGULATION' CONSTRUCTION-INDUSTRY'LICENSINGIBOARD, # SCC131151140. ' The'GLASS AND,GLAZING-CONTRACTOR �` ` : �' �w�,,y �✓ f Nam sb below IS CERTIFIED Under tKe provisions of Chapter489,FS. Ex iration date AUG 31',.2016 •,: -- — ry -' v � ., 4. al _ i�GONZ-ALEZ, GIL'BERTO- �.` •"` "FL(5RIDA ENGINEERED GLASS-CORP, L -'` �:•' �� - `3211,NW'27THAVE _ ��' . ► T r' • MIAMI' FL 33142- ISSUED: 09/09/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1409090002222 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 -- - ---- - k STATE OF FLORIDA ; DEPARTMENT OF BUSINESS AND `tD by=.- PROFESSIONAL REGULATION 8CC131151140� ISSUED: 09/09/2014 ` CERTIFIED SPECIALTY CONTRACTOR, F GONZALEZ, GILBERTO GONZALEZ,GILBERTO,. FLORIDA ENGINEERED GLASS CORP FLORIDA.ENGINEERED GLASS CORP 3211 NW 27TH AVE _.GLASS AND GLAZING CONTRACTOR" MIAMI FL 33142 r' IS'CERTIFIED'unaer-the provisions of Ch.489_FS.' t "ExPrzat5ndale_AU�G'3i 10v1^'6- 'Lt409090002222 'klliti -am- ITT a of 'fflT I GYTY OF� r FLORIDA ENGINEER !9� FLORIDA ENGINEER TO 0- 3211 NW 27 AV .n �" go L MIAMI,FL,33142 O R 't J e s Y 8 Please note that this Business Tax Receipt expires on September 30th of the effective year listed herein. Ensuring renewal by October 1st is the responsibility of the business entity. For further information you may call: (305)416-1570 or(305)416- 1918. Favor de tomar nota que este Recibo de Impuesto para Negocio se vence el 30 de Septiembre de ano indicado. Asegurar la renovacion para el fro de Octubre es la responsabilidad del negocio. Para mas informacion puede Ilamar al: (305)416-1570 to (305)416-1918. Souple pran not ke Res! Enpo you Biznis-sa ap exspire 30 Septan-m ane sa men-m nan lis la. Se responsablite dirijan Biznis sa you Ii renouvie-I Pwemie Oktob kap vini. Si ou bezwen plis enfdmasiyon sou zafe sat pa bliye rete nan (305)416-1570 ou byen (305)416-1918. (�T POST THIS DOCUMENT IN A CONSPICUOUS PLACE. THIS IS NOT A BILL Ti of '�Hiami NOT TRANSFERRABLE OR VALID AT ANOTHER ADDRESS 1` C UNLESS APPROVED BY THE FINANCE DEPARTMENT, DO NOT PAY CITY OF MIAMI 444 S.W.2 AVE 6TM FLOOR,MIAMI, FL 33130, PHONE(305)416-1918. Effective Year Oct.1 2015 Thru Sep.30 2016 RECEIPT FOR FLORIDA ENGINEERED GLASS CORP This issuance of a business tax receipt does not permit the holder to violate any zoning laws of the TOTAL FEE PAID 135.00 City nor does it exempt the holder from any license ISSUED Oct 01,2015 or perils that may be required by law. This document dans not constitute a certification that me holder Is quasfied to engage in the business,profession or occupation specified herein. The dccument indicates payment of the business tax receipt only. ACCOUNT NUMBER 58382 RECEIPT NUMBER 23865 NAME OF BUSINESS FLORIDA ENGINEERED GLASS CORP DBA FLORIDA ENGINEERED GLASS CORP LOCATION 3211 NW 27 AV IS HEREBY IN COMPLIANCE 2016 TO ENGAGE IN OR MANAGE THE OPERATION OF: MANUFACTURES-OPER POWER MACHINES Jose M. Fernandez Finance Director 000 09:24:30 a.m. 10-06-2015 1 /1 UK CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 10/06/2015 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 pollcy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NCO?JTAAME C RAFAEL F ALAYON BUTLER,BUCKLEY,DEETS INC. PHONE 6161 BLUE LAGOON DR.,STE 420 305-262-0086 AX MIAMI,FL 33126 No):305-262-0187 ODA RAFAEL F ALAYON ARess•RALAYON BBDINS.COM INSURER S AFFORDING COVERAGE NAtC p INSURER A:Ma fre Ins Co of Florida INSURED FLORIDA ENGINEERED GLASS CORP INSURER s:PENN AMERICA INS CO 3211 NW 27 AVE INSURER C: MIAMI,FL 33142 INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 15 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, INSR LTR TYPE OF INSURANCE AMD 0 POLICYNUMBER MSD LIC P GENERAL LIABILITY M/"'"Y LIMITS B X COMMERCIAL GENERAL LIABILITY PAV0030562 EACH OCCURRENCE S 1,000,00 09/25/2015 09/25/2016 pREMtS $ 100,000 CLAIMS MADE X❑OCCUR MED EXP Any one person) $ A2,000,00 PERSONAL a ADV INJURY S GENERAL AGGREGATE S GEN'L AGGREGATE LIMIT APPLIES PER POLICY PRO- LOC PRODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY S &rINE 91NGLE LIMIT 1,000,00 A ANY AUTO 150120006539 09/11/2015 09/11/2016 BODILY INJURY Per ALL ED X AUTOSULEO l P ^) $ NON-OWNED BODILY INJURY(Per accident) $ X HIRED AUTOS X gUTOS PROPERTY DAMAGE $ IPFRCCIDE UMBRELLA L1AB OCCUR S EXCESS LIAR CLAIMS-MADE EACH OCCURRENCE s AGGREGATE i DED RETENTION S WORKERS COMPENSATION s OFFICEROPIRIE=TroWM � H UE WCTAND EMPLOYERS,LIABILITY Y IN EMBER EXCLUDED? NIA A E.L.EL EACH ACCIDENT $ (Mandatory In NH) Ifdesuibe under EL DISEASE-EA EMPLOYEE S DESGrRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT 3 DESCRIPTION OF OPERATIONS!LOCATIONS f VEHICLES)Attach ACORD 101,Additional Remarks Schedule,If mon apap Ia re d) LIC # SCC131151140 FAX— 305.756-8972 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 10050 NE 2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 AUTHORED REPRESENTATIVE / - a U ACORD 25(2010/05) The ACORD name and logo are registered marks oD10 ACORD CORPORATION. All rights reserved. f ACORD ATE •4 " CERTIFICATE OF LIABILITY INSURANCE D 10/05x1015 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 lies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE A/C,No,Ext): 1-800-277-1620 x4800 FAX A/C,No): 2 797-0704 FrankCrum Insurance Agency, Inc. E-MAIL ADDRESS: 100 South Missouri Avenue INSURERS AFFORDING COVERAGE NAIC4 Clearwater FL 33756 INSURER A: Frank Winston Crum Insurance Co. 11600 INSURED INSURER B: INSURER C: FrankCrum UC/F Florida Engineered Glass Corp. INSURER D: 100 South Missouri Avenue INSURER E: Clearwater FL 33756 INSURER F: COVERAGES CERTIFICATE NUMBER: 325410 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME 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. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSRD WVD (POLICY (MMIDD/YYYY) GENERAL LIABILITY EACH OCCURRENCE $ �ffERCIALG-ERALLIABILITY DAMAGERENTED PREMISESSt R occurrence $ CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEHL AGGREGATE LIMfT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PROJECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea CO= ANY AUTO ALLOWNED SCHEDULED BODILY INJURY Per Icon $ AUTOS AUTOS BODILY INJURY(Per acddent) $ HIREDAUTOS NON-OWNED accidPRO IE DAMAGE $ AUTOS Par ent UMBRELLA LIAR OCCUR EACH OCURRENCE $ --meq LLAB HCLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND WC201500000 01101f2015 01/01/2016 LIMITS O016 X we S IiY o ER R A EMPLOYERS LIABILITY YIN MITS ANY PROPRIETORIPARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $t 00D 000 (Mandatory In NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $1 ODD 000 DESCRIPTION OF OPERATIONS beba E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks,Schedule,If more space Is required) Effective 01/13/2010,coverage is for 100%of the employees of FrankCrum leased to Florida Engineered Glass Corp.(Client)for whom the client is reporting hours to FrankCrum.Coverage is not extended to statutory employees. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE HATH THE POLICY PROVISIONS. Miami Shores Village Bldg.Dept. AUTHORIZED REPRESENTATIVE 2nd Ave. Miami Miami Shores,FL 33138 ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD FERECEIVED 1 ` OCT 0.6 2015 I BE Om BY:J� t MIAMI-DADE COUNTY M 0 P PRODUCT CONTROL SECTION M F Rf ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 RA N E DIVISION T(786)315-2590 F(786)315-2599 NO CE NOA www.miamidede.¢ov/economv PGT 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"SH-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 09/01/05, with revision E dated 05/12/15, 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 loge,'t!k states•••;• model/series, and following statement: "Miami-Dade County Product Control App�grl", unless etherwise •. noted herein. •••• • RENEWAL of this NOA shall be considered after a renewal application has been eltd and there has been••": ...0 no change in the applicable building code negatively affecting the performance of tbil��aduct. ...... ..:••• TERMINATION of this NOA will occur after the expiration date or if there has been arevisioa• ange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an efidors'bmed• • of any product, for sales, advertising or any other purposes shall automatically teripinV:his NOA: Failure.... to comply with any section of this NOA shall be cause for termination and removal df NOA. :009:6 ADVERTISEMENT; The NOA number preceded by the words Miami-Dade�buQuty, Flor'uda, 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#11-1013.14 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. 15-0519.08 CMIAMItHADEuNTY �n Expiration Date: March 26,2021 1 G Approval Date: July 092015 Page 1 1 PGT Industries 4 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-032206) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through 11 of 11,dated 09/01/05,with revision E dated 05/12/15,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) 03-946)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 10103/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: l)Air Infiltration 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory. Inc., Test Reports No.FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, bo signed and•••• sealed by Edmundo Largaespada,P.E. (Submitted unde;j�04t No.074J22.06) •. 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201.94• •••••• :0000: 2) Cyclic Wind Pressure Loading per FBC, TA8•103-94 ;•••• along with marked-up drawings and installation diagram of an AMR=giWq 1iung..... window,with fm frame,prepared by Fenestration Testing LaboraSQ;y, Inc.,fit• •• •• Report No. FTL-4645, dated 08/11/05,signed and sealed by Edalundo Largaespada, P.E. (Submitted under tW*tVa. 07-0322.06) . 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 • ;••• • 2) Cyclic Wind Pressure Loading per FBC, TAt.?9'1-: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. FTL-4649 and FTL-4723,dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) Manuelre ,P.E. Product Contr4ExOniner NOA No. -0519.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 ..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. FTL-4947 and FTL-4650,dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No.054018.01) 6. Test reports on:.l)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. FTL-4948 and FTL-4646, dated 08/10/05,both signed and sealed by . Edmundo Largaespada,P.E. (Submitted under NDA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014),dated 05/12/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 ;•••;. D. QUALITY ASSURANCE ••• • 1. Miami-Dade Department of Regulatory and Economic Resour jgAtUR). ; E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 14-0423:17 issued to Eastman CheiblUtComM"y(AVIA) ...... for their"Saflex Clear and Color Glass Interlayers"dated 0gtj7.4,expiring on •. 05/21/16. • ' •••••• 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amenca,14c.fof their ;••••: "Kuraray BataciteO PVB Glass Interlayer dated 04/25/15,exTiriIlg on 1'j!;..16. v Manue ere P.E. Product Cont of Exa iner NOA No. 5- 19.08 Expiration Date: March 26,2021 Approval Date: July 092015 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration Testing Laboratory,Inc.,dated 10/03/06, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory, Inc.,dated 08/10/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I., approved on 11/03/11 and expiring on 03/26/16. ...... ...... •••••• •••••• • • • • • :Soo*: 00 Manuel z P.E. Product Cont 1 Exa lner NOA No. 19.08 Expiration Date: March 26,2021 Approval Date: July 09 2015 E-3 or GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 4 , •• 0: 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) ' • • • • • ". • • ••• • • • • A 5116'LAMI CONSI jTING OF(2)LITE$OF 1/8"ANNEALED GLASS WITH A.090'KURARAY BUTACITE AVB(BY KURARA4MERLCAOINC.) ••• '•' ••• • OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) .00•• ' B.5116"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 118"HEAT STRENGTHENED GLASS WITH A .090'KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •• C.5118"LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS WITH A * • • •• 000 •• .090'KURARAY BUTACITE°PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMIgINt LOI IPAVY)• • • ' D.7116'LAMI CONSISTING OF(2)LITES OF 3118"ANNEALED GLASS WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,MJC.) • • • OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) i • + • • • ' • E.7/16'LAN CONSISTING OF(1)LITE OF 3116"ANNEALED GLASS AND(1)LITE OF 3118"HEAT STRENGTHENED GLASS WITfj 0 • • • + • •" • 090"KURARAY BUTACITE'PV8(BY KURARAY AMERICA,INC.)OR.090'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) NOA DRAWING MAP F.7/18'LAMI CONSISTING OF(2)UTES OF 3118"HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) SHEET OR.090'SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.13116 LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16'LAMI CONSISTING OF(2)LITES OF 116'ANNEALED GLASS WITH A GLAZING DETAILS...........2 .090'KURARAY BUTACITE"(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE ELEVATIONS.....................4 OF 1/8'HEAT STRENGTHENED GLASS WITH A.090-KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090"SAFLEX-PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS............6 1.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAW CONST TING OF(2)UTES OF 1/8"HEAT STRENGTHENED GLASS PARTS LIST.......................6 WITH A.090"KURARAY BUTACITE VB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13/16'LAMI IG:(1)LITE OF Iff TEMPERED GLASS,AN AIR SPACE AND 7/18"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A CORNER DETAIL..............7 .090'KURARAY BUTACREOPVB(BY KURARAY AMERICA.INC.)OR.090'SAFLEX QVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................811 K.13/16"LAMI IG:(1)LITE OF 116"TEMPERED GLASS,AN AIR SPACE AND 7116'LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3118'HEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE`PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13116"LAN IG:(1)LITE OF 1/8'TEMPERED GLASS,AN AIR SPACE AND 7116'LAM[CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH ADW KURARAY BUTACITE�Y KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13N8'LAMI IG:(1)LITE OF 118'ANNEALED GLASS,AN AIR SPACE AND 5/18"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090"KURARAY BUTACITE"(BY KURARAY AMERICA,INC.)OR.090'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2 CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) 3.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. YRODUC4'REVISED m complying whh Ob F"s 5.SHUTTERS ARE NOT REQUIRED. Ou lding Coda Accaplmre No '� •O$ 6.FRAME AND PANEL CORNERS SEALED WITH NARROW.POINT SEALANT OR GASKET. mHm0 r�� 7.REFERENCES:TEST REPORTS FTL-4845,FTL-4846,FTL-4847,FTL-4648,FTL-4649,FTLAON.FTL-4651,FTL•4723,FTL-0957,FTL-4958 AND FTL-5063. Oy PmducL Gon ® ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL S.SERIES/MODEL DESIGNATION SH70D,ALSO REFERRED TO AS SH701. I 1 11117 J ®9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY �r,•'gNSE HURRICANE ZONE(HVHZ). ® 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G L)ARE ALLOWED. =7c Ito.g87p5 sz�TEOs L.M.' 4112115 ME` 57HEDlTfDN f4 F0CUPOATE GENERAL NOTES �;�?�C.•••..�LOR�Q.!.��';'� 1070 TECHNOLOGY DANE �i``' •••.•.• v�i J.J. 14iA77Ht D 2010 FOC UPDATE N.VENICE.FL3076 n' P.O.BQxlwv� 1678 ALUM.SINGLE HUNG WINDOW,IMPACT �,�(� J.R.• 0/ADVft C CHANGED CAP GLASS TYPE TO TEMPERED FROM HS ,,, asp ..r •.wnn. A LYNN MILLER,R.P.E. •..ems ore dk NOK E.FL3a274 Vvib(l.Berner 57700 NTS 1 f 1 4010-20 E FL P.E.N 58705 F.X fWj; J.J. 1 2123107 � s 0 AO E: • Y• 144r • • Y 0 Y • eLAMI IG OUTBOARD LRES MAY BE • • • • • UPGRADED TO 3/16'WITH NO CHANGE ' • • • • 'JIQDESIGN PRESSURE. •1/2"NOM. 1/T'NGLASS BITE Gw$s Bgra• •• •• • • . • 0 000 . • •• • 3 EXTERIOR INTERIOR{� • • • �' ' • (ALL SECTIONS) KURARAY BUTACRE PVBINTERLAYER 0' 80,81 or 82 83,84 or 85 Epg XTERLAYER BY �PCVBHEIjyNjICAI COMPANY 70 70 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS 080 PVB INTERLAYER080 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS ILE: 5/16•NOM. 7/16'LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 1 112*NOM 1 r1'NOM. GLASS SITE 46 GLASS SITE D38 38 PRODUCT LWD cmplyinwhh dw I"& suildinB Lbw 1 ' 86,87,88 or 92 89,90 or 91 I1>11 70 er 70 1.1jpe1 a Product 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 080 PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS 7/18"LAMINATED �` pQ� .• ••••• tI(( 'iii 5/16"LAMINATED ��•' GtiNs '.`9 AIR SPACE AIR SPACE �� F ED GLASS® 1/8"ANNEALED OR TEMPERED GLASS B 1/e"TEMPER •' ?� 13/16"NOM. 13/18"NOM. = ": No.58705 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W/7/16"LAMI :C( sne r . ce= 21S l`u �� www ' LM. MV 15 E REVISED INTE WERMANUFACTURER GLAZING DETAILSMOW ,\�=:`, tom reawaoov onrve ,. 1,"/ONM- Ad 1Q07/it o NoCHANGM7W 1141W N.VENIG£•F"'z" ALUMIGWW law .SINGLE HUNG WINDOW,IMPACT ''rr` 1,,,�'`` JR OM7tH1 C CHANOEDCAPOLA897YPE'TiOTEMPI=RECFROM HB P.O.89X a„� owow< ne A.LYNNIrIILLER,P.E. NOXOMIS.FL 3271 lRalbb Bear+• Full 2 11 401420 E FL P.E.#58706 F.IG 1V1A1b J.J. 22W7 i a . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 111 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP TOTIP FRAME DIMENSIONS ••"o" • ••• WINDOW HEIGHT •• -766 • • • • •• • • •• WIDTH GLASS TYPE 83" 88" 88" 70" 72" 74" 76" • • • MEETING RAI! • 40" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -0.0 +80.0 -80.0 +80.0 80.0 +B0.0 -80.0 +Bi9r 80.0 • • • •• •• W A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 ao.o +80.0 •80.0 +80.0 .80.0 +80.0 -80.0 +79.0 -79.0 •X„ SH 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 X0.0 +80.0 .80.0 +78.8 -78.8 +77.3 77.3 +75.9 -75.9 83118" A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 79.6 +78.2 .78.2 +76.9 -78.9 +75.4 d4.0 • •• ••• • UP TO 63118" C,D,E,F,G,H,I,J,K,L +80.0 •80.0 +80,0 -8D.0 +80.0 80.0 +80.0 X0.0 +80.0 50.0 +B0.0 -80.0 +80.0 iD.O • •• • •• STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TA 2, • • BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS .0• WINDOW HEIGHT WIDTH GLASS TYPE 38 318" q4" 60 618" 83" M'• 74" 78" MEETING RAIL HT. 48" A,B,M +80.0 $0.0 +80.0 .80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 -T�� 6p" A,B,M +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +78.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 "X' H 62" A,B,M +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +76.9 -78.9 +70.0 -70.0 +68.8 -68.8 +67.6 •67.6 63118" A,B,M +g0.0 80.0 +60.0 -80.0 +80.0 -80.0 +76.0 -76.0 +68.0 .68.0 +86.7 •66.7 +65.5 $5.6 UPT063118" C,D,E,F,G,H,IAK,L +g0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS W WINDOW HEIGHT MINUS SASH HEIGHT(MAX,WINDOW HT.WI SASH a 78"FLANGED AND 76"INTEGRAL FIN) •0. MINUS 65 16118' SASH WIDTH GLASS TYPE 171!8" 2211118" 28 3116" 33 314" 38 6118" 4413118" 60 918" 1,�.. 63118" D,E,F,J,K,L+ +80.0 •80.0 +80.0 -g0.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. X. s H A.5116"LAMI- 1/8"A,.090,1/8"A) FTL4647,4848,4723,4957 B.5118"LAMI-(1/8-A,.090,1/S"HS) FTL-4847,4848 C.6116"LAMI- 1/8"HS,.090,1/8"HS) FTL4847,4848 D.7116"LAMI- 3I18•A,.090,3118"A) FTL4845,4885 rPR.. E.7/18"LAM[- 3/16"&„090,3/16"HS) F7L-4845 rM. F.7118"LAMI- 3/18"HS,.090,3118"HS FTL4845 FTL 4848,4723O$ ' G.13118"LAMI IG-1/6"T,AIRSPACE,5/16"LAMI- 118"&,.090,1/8"A) H.13118"LAMI*-1/8-T,AIR SPACE,5/16"LAMI- 1/8"A,.090,118"HS FTL4646 By I. 13/18"LAMI IG-1/8"T,AIR SPACE,5/16"LAMI- 1/8"HS,.D90,1/8"HS FTL-4646 ® PfO L J.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAMI- 3/18"A,.090,3118"A FTL4M9,4650 K.13118"LAMI IG-1/8"T,AIR SPACE,7/18"LAMI-(3116"A,.090,3118"HS) FTL4649,4850,4958 L.13/18"LAMI IG-1/8"T,AIR SPACE,7116"LAMI- 3/16"1-18,.090,3/16"HS FTL-4849,18f�0 i pts 1 .......M/(I M.13!18"LAMI IG-1/8'A,AIR SPACE,6/18'LAMI- 1/e"A,.090,1/8"A FL 5083 `a t.'�� ENSF ' 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 Q 1c :- No.58705 _ PRESSURES ARE UNEFFECTED. - _ 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 We"MINIMUM TO 38"MAXIMUM. _ '.� '7 4.GLASS TYPES C.G.H,AND 1 MAY BE USED IN SASH ONLY® pU'•, AT of o..Yr• LORtV, LJAK W12/15 `•ER �Wn8A8HOLMSOPTKMFOR CUSMUVIEW VANOON'S I��aoo�Fpwr DESIGN PRESSURES ,o NocNANces7MSS/fEET N.VENICE,FL 3ALUM.SINGLE HUNG WINDOW IMPACT f1y�/�1"Er ' J.R Db9Vit C CMWED CAP CLAW TYPE TD TEMPERED FROM IHS P.OWS..FL28 +N A. �.*580P.E. NOKOMIS.FL 3427 1>?rlbh'Bene* gM70D N'r$ 3 •11 41}10.20 E FL P.E.#SB705 FX #n w I J.J. 22W . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 531/8"MAX.FLANGED WIDTH 521/8"MAX.I.F.WIDTH • • • •• • ••• •• • • • • • •• • 49 518'MAX.FIXED • • • • • • • C. • •• DLO(ALL) D-� i i • • • • • mal 75"MAX I 75' 176" I.F. SEE DLO I.F. A A I.F. TABLE O j D HEI HT SEE DLO /� HEI HT •• SiE TALO ••C • •• HEI HT TABLE O j • TABLE • • • • • . • 0 • • • • • • • .• • • 76"MAX. 78'MAX. 78' AX. • • • • • • • • FLANGED FLANGED FLANGED •• • • • • .•• •• HEI HT HEI T HEI T SEE OLD X 38 116 SEE DLO S E SEE DLO X j S E (MAX,) / SASH TABLE X j NO E 4 TABLE NO E4 L HEI HT ••- 481AV MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 B E- 1 V RT CL DAYLIGHT OPENING 75"MAX. I 75" -FIXEDLITE I I.F. I F LOW HIGH HEI HT E-J HEI HT DETAIL SILL SILL SEE DLO j I SEE DLO, A 34 1/2" 34 3118" 78"MAX. TABLE 0 76"MAX. B 41 51W 41 1/4" FLANGED FLANGED C 41 114" 40 718" HEI HTL I HEI HT D 52 5/8" 52 11118" E 52 114"SH 52 6116" [PRODUCTREVIISEDingwittheSASH plTingwithUKFToridengCbdoSEE DLO TABLE X 20" SEE DLO TABLE X 20' LOW HIGHe Ne 1 "0 I 0 1 j SASH j SASH DETAIL SILL SILL �onuete fIYL HEIGHT HEIGHT A 34 112" 34 3116" 8 '-57-7116" 27 118" roti I ede etoduct B f C 27 7/16" 27 1/8" DETAIL D DETAIL E D 16 3/8' 15 314" VIEW(CUSTOM SASH) RADIUS TOP CUSTOM SASH E 16 318" 15 314" T BLE 5. PENSF ''•�FQ/'� NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. tic: No.58705 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. D 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B 8 C)ARE BASED ON A THREE OVER TWO FORMAT. tqs 4 anew" �i�'c��.•'•.;`1OR10*•••,(��`C�• LM. fT1f6 E NO CNANOEBTFf/88NEET ELEVATIONS to7orecw+oLoovoaN£ ��ass/OtVA1 JJ, totD7/1t v No CfWlCiEB ntrs SHEET N.VENICE,FL 29 ALUM.SINGLE HUNG WINDOW IMPACT 'Y+t r I I t t t JA plpf/11 C NOCHANOES THIS SHEET P.O.ttOX 162D R �m _Ar LYNN MILLER,P.E. K taw or NOKOMM.FL 34774 Wrtby Better NTS 4 +11 409x20 E Fl P.E.q 68705 alm FX WfI05 J.J. T/2JM7 7 r . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... I- —2.784'--- j NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE 0.7., OPTIONAL BOTTOM LOCKS,(1)8'FRO�C L9I DE O • 2� 27 •: :..NOTE:BALANCE PARTS USED BASED ON SASH WEIGHT INSIDE MAX.VENT DAYLIGHT O'ENIN ` 1 INSIDE ' ' 9,10,11,15,16 31 IT . . . MAX. 2.710* QED LITE 7,8 OR 17 DAYLIGHT 25 OPENING OUTSIDE LITE DAYLIGHT OPENING 25 I MAX.FIXED MAX.WIDTH 6 SECTION A-A OUTSIDE INTEGRAL FIN(I.F.)TRAME SECTIONS INSIDE 23 47 50 MAX. HEIGHT @42. 48 1 1 ;HIGH HIGH OUTSIDE 1SI LOW SIAL MAX. VENT SILL 48 LOW SILL HEAD JAMB OUTSIDE DAYLIGHT — — OPENING — — — — — — — 2— 68 .710 " I.F.FRAME q PRODUCT REVISSD 28 53 II Bwcmvlr tdaPlo" OUTSIDE I geoegtaucoNo{ -D5) CSB ZI irotWn Date �A 6 ar M' Dade Product 53 2.94S' 63 2.330' (HIGH SILL) 52 (LOW SILL) SEE NOTE ABOVE 54 64 `\. O\41 LYIN Al/� ••.�F '� .•'�\GENBR •.'� i 67 �( % 3 30 ULTRALIFT 69 ULTRALIFT No.50-105 12 ONLY12 ONLY SECTION C-C _ SECTION B-B RADIUS TOP D G{ 7 I (y: (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) Lt1+ STATE OF aC/ LAI. b12115 E NO UMNIaES 7HHS SHEET SECTIONS :��,CJ,••.j°.UR...`.••�('j�� 1W0TECRNOLOOV DRIVE id 10/07/11 O NOCHAWESTHIS SHHEET N.VENCE,FL31T15 ALUM.S/NGLEHUNGWINDOW,IMPACT � ifJ��)'�`� or �.mc P.C.Box 1529 eir,,"t aar ar, a.rv,r aw AL�IIIVIMILR,P.E. J.R. 0 01/11 O NO CIMNOES THIS SHEET NOKOMiB,FL Jrita VtrHLly Better 1'18f/ b • 11 4040.20 E FL P.E.N 58705 a—Rro„� 0/„c srnoB F.K. 9r1M5 J.J. Pf2tW7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . R131A DWG.# DESCRIPTION PGT# REM DWR# DESCRIPTION PGT# 1 4002A fLANGE FRAM HEAD 612225 60 1636 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X 1.000 QUAD PN.SMS 781 PQA 61 SCREEN OLOTH• • •• • •• 61616 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZIN GHAN EL(AV X (4 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PADIS26 64 1161 f6 X 1.00(PPH. E TEK• • • • • 708X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING WE,1146 X 12-71W LAM• ••• • 62BV1510 7 4026 SASH STOP 612244 68 4051A SASH BOTTOM RAIL HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME S8 L(HIGH SILL) 64050 8 1 4028 ISPIRAL BALANCE,3/8",69'.OR 11/16" 70 SILICONE, 89 8V OR gQUIY, 10 1080 1BALANCE COVER,318"OR 618" 6BALCVR916 80 A GLASS,5116"LAM,AM18" .OfO P5/B,41B"A4 • • • • 11 #6 X.750 PH.PN.SMS 7834AA 81 B.GLASS,6/18"LAM. 1 S)•• • • 12 BALANCE BOTTOM BRACKET 7BALTBKT 62 C.GLASS.5/18"LAMI, 41841Sb9SPV6,1A!"H • • • 13 1 oab11 o6 SASH TOP GUIDE 42504 83 D.GLASS,7118"LAJuY,(1!8"A.090 PV8,1 "A) 15 #8X1 PHILLIPS FLATHEAD S.STL 78XIFPAX 84 E.GLASS,7/16"LAMI, 1/8"A•090 PVB,1B"HS) 18 1080-1 BALANCE COVER,11/16" 6BALCVR870 85 F.GLASS,7/16"LAM, 118"HS,.090 PV'B,118"HS 17 4053 SASH STOP COVER 64053 86 G.GLASS,13116"LAM IG;118"T,AIR SPACE,5/16"LAMA, 118"A.090 PVBJM" AI 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAM IG;1/6'r AIR SPACE,5/16"LAM,(116"&.090 PVB,l/8"H8) 19 #a-32 X 1/Y'LG.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/18"LAMI 1G 116"T,AIR SPADE•5/18"LAM, i/rHS,.090 PVB,1/8"HS 21 4054C FVED MEETING RAIL 840540 69 J.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,7/16"LMAC, 3M6"A.090 PVB,SMG' 23 40DSC SASH TOP RAIL 84008 '90 K OLASS,13116"LAAM K9;1AYT,AIR SPACE,7116"LAM, 3116"A.090 PVB,3/16"HS) 26 1236 WSTP.,.170 X.270 BACK,FIN SEAL 878180 91 L.GLASS,13/16"LAM IG;118"T,AIR SPACE,7/16"LAM, 3/18"HS.090 PV8,3H8'HS) 26 1096 SWEEP LATCH 71096 02 M.GLASS,19H6"LAM IG;1A1"A AIR SPACE,5/16"LAM, 1/8'A•090 pVB,tlB" 27 1018 #8 X.625 PH.FL.SMS 7858 2.878 28 4007 SASH BOTTOMRAIL LOWSILL 612230 2.784 30 1226 WSTP.,BULB VINYL 67P249 31 4008 SASH SIDE RAIL 612231 .062 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32'X25/84"X1" 71622K 1 3. 55 36 1062 LAM IG SETTING BLOCK I"X3/4"X1116" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 062 38 1225 1ANYL GLAZ.BEAD BULB(THIN) 6TP248K 41 4039B GLAZING BEAD,SH6 LANs GLASS. 840398 47 FRAME I.F.HEAD 42 4D44B GLAZING BEAD,5/16 LAM W/GRILL KIT 644703 #4071 A.6063-T8 44 4222A GLAZING BEAD,7H6"LAM 64222 48 FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7116'LAMI WGRILL KIT 6985 #4072A,6063-TB 46 4067 GLAZING BEAD,13118"LAMI I.G. 64067 2. A�RODUcr REVAs6D 47 4071A FRAME,I.F.HEAD 64071 "..*inswin60aFww& 48 4072A FRAME,I.F.LOW SILL 64072 RwAamg Code 2.374 nrnF 'e No l 41.0$ 49 4073A FRAME,I.F.HIGH SILL 64073 ceUm I>ou �RD'Z) 60 40748 FRAME,I.F.JAMB 64074 0y 52 4009 SILL LATCH EGRESS LOW SILL 764009 .062 NOM Mw•' �oei� 53 1088 SPRING,SILL LATCH EGRESS 7SPRNG THICKNEST4. 71 2.1,1 54 2740 SILL LATCH(EGRESS) IGH SILL 62740 55 1014 SCREEN FRAME(HOR.8 VER. 61014 .082 NOM %j I 58 1830 SCREEN CORNER KEYVV/RINGS 71890 THICKNESS `�� \43 .GENS M/<<F'��: 57 1631 SCREEN CORNER KEY WOUTRINGS 71631 f •.•q 58 1073 SCREEN SPRING 7CASP 69 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME,I.F.,IAMB No.x3705 OFRAME,I.F.HIGH SILL #4074e,8063T8 49 #4073A,8083-T6 (USED AS RADIUS TOP HEAD) — u SIS W1 -C) S ATE OF <(/ qc ti.�rc w"1ar . .c� _F/OR10I`.•' ��` LK 5%2/15 E NOCHANOE6TNISSliEET _ PARTS LIST '.,F� �O rr.mm" ' tan7/11 D NOCHANOESTHIS SHEET VENCE 977LDGY 6 ALUM.SINGLE HUNG WINDOW,IMPACT /JONA-''N,,1;;w ME ` dR 04A11H1 C CHANOEDOAPGLASSTYPET07EMPEREDFROMHS P.O.sgx152v „�,,., o...•x. •M A LYNry f�JIIL1.tR,P.E. A23007 fMOMis,R.3QT4 VLrtbb Bssnr jVTS B + it 4040,20 E FL P.E.#58705 F.K 91/05 J.J. 2128'07 a � . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 • •a •• • ��I.F.FRAME 1 •i � . • i• . •i �. II I+-2.7841 • I • • • • • 082 I • • • • • • • ••• • 2.930 2.330 • • • • 1.383 1 .092 6 or 50 O FLANGE FRAME HEAD ` I • •• • • •• #4002A,we3-T9 F~—2.784-- —I • • • •• • I • � • • • � i•• • WELD G)-1.749— FLANGE FRAME SILL (LOM ALONG 6 or 50 #4003C,8083-T6 I SCREW BOSS(2) SEALANT OR GASKET 1 I AT BEAD AND SILL 2.710 1 }� 1.513+I .738 062 .490 .040 .062 VIEW D-D VIEW E-E �►-•1.451' (1H 8 VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB O #4ozs,Basi rs 17 #4053,eo63 T5 'oma 1 #4004,6063-TS ---1 1.165 �^ (USED AS RADIUS TOP HEAD) 877 8 2.326----1 —f 1.098—{+---"I� 1.342r--2.279---I T 0°2 1'i49 41 GLAZING BEAD,5116" ff - � tf40398,6063-T5 1.979 .002 15 5 1.707 o6z 31 SASH SIDE RAIL 062 O #4008,6063-T5 21 FIXED MEETING RAIL 2S SASH TOP RAIL 28 SASH�BOTTOT6RAIL(LOW) .050--V— GLAZING so-- .e78 #4054A,6063HD-TB #4008C,6063HS-T8 0� 1.098 }��{j PRODWY REVISED ss canylyhtg wish Ute Fbiide 42 GLAZING BEAD,5/16" u"am."ebee E. #40448,8063-T5 �` °"COON° —2.326---1 1 096 T (USED WI GRILL KI f) I BY m PlOduct .062 4— 1O GLAZING BEAD 7/16" 1_ _ "' 2.946 qv 44 M4222,6053-TS 3.446 2.838 .683 .050 1 t��iinr� 082 I —Y —�-1.087 �,��N1 LYNN T 050414-- 8 O GLAZING BEAD,13/16'IG a V�GfNSF '•.F� 46 74067,6063-T5 GLAZINGBEAD,A 7/18" - No.58YOS GL �c SASH BOTTOM RAIL (HIGH) 45 69 FLANGE FRAME SILL(HIGH) 68 74051A,8083-T5 #985C,e083-T5 O v #4050A,6083-T0 (USED WI GRILL KIT) � 7 � TE irS .•40I` y ori w.e� e,,r„r .. L.M. grana E NO CHANGES THIS SHEET EXTRUSIONS&FRAME CORNER DETAIL ;��'•.�iORIOP.•'�G\� 5070 TECHNOLOGY ORNE Jr. i(Wlnf D NO CHANGES TMS SHEET N.vENICE,FL 3ex7� ��S�nNAt.�C a,0 ALUM.SINGLE HUNG WINDOW,IMPACT c/ , J.R 041)inr c NO CHUJOE87HISSHEET P.O.Box t528 S bLfAWe -w •." A.MWMILL>h.P.E. t J.f O NOKOMIS.FL x2u Vi776h Bruer �� Haff 7 + 1 i 4040 20 E FL P.E.#58705 F.IG Wj'W J.J. 2=07 . . .•.••• . . • • .. .. . .. .. •. . . . . . . . . . . TABLE 6. ANCHORAGE NOTES: ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS 1. S E;HOR=YPES: t-1W ELCOTAPCONS WINDOW HEIGHT • • • •• •• ;�-1k'ELCO S84 CRETE-FLEX SUBSTRATE: 28.803 34.603 40.603 48.663 52803 58.603 84.80 • • �• •• • • •�-812 SCREWS ANCHOR TYPE: U U U U U U U U U U U U p U •U •pp U •U NACHO IIIS •�A_lQQ��•ARE BASED ON THE WINDOW GLASS �UNQ ZpNUNO�O�fUNO�OtdUQNOU�Oe�iUNO�0f3ON0. ��ONUrp�ONZp�0 FOLLO INGDIMENSIOM CORNERS TOP WIDTH TYPE U U U U U 5 U U U U U U UU U U JAMBS-1HEAD- 710 MAX.FROM TOP CORNERS C,TYPE G. 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 _. 1• 1• •• •,S'MA&FROMBOTTOMCORNERS _ - ._ _. _. • • • 6'MAX.BELOW MTG_RAIL 19.125 H,IJ,KL 1 2 7 1 11 1 211 112,221 222222222 2222222222 2222222 2324 3 • 61Ll10ANCHOR_SNOT REQUIRED AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .._1.. 1 1 •1 1. aA •• • THACENTTABLALCRITERAOF _... _. _ _..._ . ADJACENT TABLE ANCHOR 1 2 , 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 3;2.2 'QUANTITIES uSINO C,D,E,F,G, 1 1 1 7 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 NOTE 2. H,I,J,K,L 1 2 1 1 1 2 1 2 1 2 1 2 2 2 -112 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 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 24'� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 "131 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS AB,M 1 2 Ili 1 2 7 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 ARE 1'LESS. C,D,E,F,G, 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 I 5_2 DSIPRESSURE uMITATIONS: 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 12i 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 000 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 111111 1 1 1 1 1 1 1 1 1 1 .1.. ..,1. „1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY AB,M .. .._. . _._1 2 1 2 2 2 SE,THE 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 32 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 OF MAXIMCIHMORSSDESIGN HOWNINBOLO. OTHERWI 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... ..? „1 ._�_.. PRESSURE FOR THE H,IJ,KL 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 6 3 3 4 4 RESPECTIVE SIZE 37.000 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 ABM -.. . _ _ .3 -.. .. AVAILABLE. 2 2 11-2 212]2J311'12 2 3 2 3 2 2 2 3 213 212 212 21113 2 3 2 3 3 4 2 3 3 3 3 4 3L 3 4 3 5 3 3 4 PSF 78 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 ?_ g0.0p0 H,I,J,K,L 221 222232223232223232323242333342334363334453344 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ..2- 2 2 ABM _...- _ ... _ .. ._ .. 2 2 1 2 2 2'2'[3 2 2 2 3 213 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 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 T.2 ? 2 ? 2 MAX.PSF 2i i2 44.000 H,I J,K,L 2 2 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 4 4 5 3 4 4 IDP LIMTE� 118 PRODUCT REVISED ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD 2 �uipglying wilh tM Flmlda 2 2 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 4 4 5 3 4 4 5 JAMB ABOVE 2 3 neoePtancoNolS� iretion Dace PSF 78 78 MTG.RAIL 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 ? 3 2 ,_,� JAMB BELOW �j; eaeProauaco _.._ _ .. 48.000 H,I,J,K,L 22222223222334233334233434213343533343633464834 Mf G.RA1L AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3- 2 _?_ 222222232223342333342334342334 3633343b 334 6483455 (FULL DP) �tltl'IIi EC,,D,E,F,G, 72 78 78 JAMB ABOVE 2HEAD 23 �70 �a��cenisFQ 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3- 3 ? 3__..53.125 22222273222334233434213 3434 3334 35334446344 5483458 NRG•RAILNo.58705 JAMB BELOW 2 2 2 2 2L 2 2 2 2 2 2 3 2 2 3 2 2.. . 3 . .? 2_ 3 ? 3 MTG.RAIL - - 2 2 2 2 2 2 2 8 2 2 2 3 3 4 2 3 3 4 -3-14 2 3 3 4 314 3 3 3 4 3 5 3 3 4 4 4 5 3 3 4 6 4 8 3 4 4 5 }(> S7 a!y!s E NOCNANGE3THISSHEET ANCHORAGESPACING, 1/1 WINDOWS LAL1070 TECHNOLOGY DRMc J.J. lQ177H1 O NO C1gNC+tE3THl88NEET N.VENICE.FL34M �;, NA1-� •' \ i ILikALUM.SINGLE HUNG WINDOW,IMPACT dR. ObO1H! C NO CHANGES THIS SHEET P.O.BOX 1G19 a.aeaat �,.. ur.i.. aw, A.LYNI�I MILLS'♦},P.E. orc owr NMOW%Fl-Je174 Viafby Recess sM� g 8 M 11 4040 ZO E FL P.E.1!58705 F.K. 7/29W J.J. Y1SrV7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . HT ANCHORAGE NOTES: ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS 1.4NCHOR iYPEt+1i 114'ELCO TAPCONS W AdDOW HEIGHT • •• • 2-114-ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.65 • •6-#12SCREWS ANCHOR TYPEo U U U UUU U U OUU U C U • /NCH A'M ARE BASED ON THE WINDOW GLASSONZ ZMONZr ZMONZ ZMONZ��NONU rUNNU.-0NQN� cli �FOLLOWI Q IMENSIONS: N U T V O U N Q O U N Q V S ' U HEAD-181Yt"MAX FROM TOP CORNERS WIDTH TYPE CC1� �i 33 > JAMBS-17 VT MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1.. _.1. 1• 1 1 •s •vS""-FROM BOTTOM CORNERS IlTl 6"MAX.BELOW MTG.RAIL 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.L2 3 2 2 2 2 3 1 2 2 1 SILF (n�REQUIRED 19.125 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1__...� ...�� ._.. .i.�..4 •+ A B,M -- — - 1 1 1 1 1 212 2 1 2 2 212 ill 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 t :3,ylS7NTI IEEU SHE THE DIMENSIONAL ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF PSF+79 NOTE 2. CD,E,F,O, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 22 3 2 2 2 3 2 3 2 2 2 3 2 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 -11 1 FLANG LESSNDOWS.INTEGRAL FIN DIMENSIONS ARE 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF B8 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 TWMACENT TABLE WITH A 1 1 1 1 1 i 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 ._�, SOLD�TLOALIOSZED VALUE ABOVE THEM,INDICATE A 32,000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 212 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 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY A B,M 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 MAXIMUM DEIN 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 8 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 PRESSURE SrFORTIi PSF 59 87 7B RESPECTIVE SIZE E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 -� -_Z..._�_ �_- —�- pyAliAeLE•D GLASS TYPE IS 37.000 ,J,K,L 1111112222 22232223332233333343 333 233433243443243 F!A,B M 1 11 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 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 PSF 64 79 82 79 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 �_. 40.000 H,I,J,K,L 111111222222232233332233433343333343443343443353 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .2_.. 2 2_ A'B'M 1111112222222322333322 334 33343333343443343443353 TABLE KEY: PSF 49 79 68 79 79 MAX PSF 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 IDP LIMITEDI 117 PRODUCT REVLSED 4,4.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 "u",Mr"gWl$ the F o 3 IdmgOndc 4� 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 JAMB ABOVE 3 3 A"`,ma`o�.`D.� �yDZ� 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 MTG.RAIL ay PSF 45 74 51 74 79 79 JAMB BELOW C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 NRG.RAA 48.000 H,I,J,K,L 111111 2222223322 3334333344334444 3 344444354444354 ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2.._ FULL DP I 1 111112222223322333433 3344334444 3 344444 354444354 2 \\��ON� PSF 41 67 46 87 78 79 JANE ABOVE 2 2 C,O,E,F,O, 2 2 2 2 2 2 3 2 2 �414 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MTG.RAIL .r 53.125 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 9 3 3 3 3 3 3 3 4 4 4 4 3 3 4 4 414 3 3 4 4 5�5 4 3 5 4 5 5 4 3 5 4 IpJyI6BELOW = N..58705 ABM 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4e5j 3 5 4 5 4 4 3 5 4 MTG.RAS %7C� srnr[ .,3�; cJu snare a No cwwGes 7NresNeEr ANCHORAGE SPACING STANDARD VIEW :��`�'•`COMOP,.�� u.. Ialo lecraioLoov o>alve �i S/0NACC:o J.J. f0A)7N1 D NO CHANGES 7NB SHEET N.VENICE,FL3 276 ALUM.SfNGLE HUNG WINDOW,IMPACT A LYNN�AIL��R.P.E. JR. OM 1111 C ADDDPMAX.WMERSANI�IORGTYISRE"WTEDBYSUE. P.O.BOX t62Y aw ++� •'�'�M` o•r. �r arr NCKOMI$•FL9�27� V[ttb(1 Betrar �('fS 9 > 11 4Q4a20 E FL P.E.#6870.5 FK MAA J.J. ?/29rG7 % •• • • • % •• • • • • • • • • • • • ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CU870M FLANGED WINDOW HEIGHT MENUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE S. 1. ANCHOR TYPES: 1-1/4'ELCO TAPCONS •• • 2 t*O ELCO SS4 CRETE-FLEX SUBSTRATE; 17.125 22.888 28.211 33.754 39.288 44.839 60.382•• • • • • •• 3:$12 SCREWS ANCHOR TYPE: O U U O U U O U U O U U O U U 0 U U O U Z C.ANCA LOCATIONS ARE BASED ON THE FOLLOWING WINDOW GLASSN9O1�' O�` 001— �+QNOP0�0°'O'ON�jNO' CHQ`r�O ��NQN� Jal �V�� • SIGNS • • • RS WIDTH TYPE 3 U U 3 U U 3 U U 3 U U s U U s H 7811��1%7(.FfZOM CORNERS D,E,FA 1 1 1 1 1 1 1 1..._ 1 1 1 1.._ 1_ 1 1 1 1 1 1 _1,. _1,_, ?. __1. t JAMBS-11 112"MAX.ABOVE THE MEETING17 ltr MAX.FROM TOP S ( RAIL 18,125 K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 BFLgWMTG.RAIL D,E,F,J, 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �1�..._i.... 1• • ••• 1�"A�AX.fR�^"BOTTOM CORNERS 24.000 _..._.._.___.._---.._._.._._...... ._._____._....__.....__ REQUIRED K,L 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 di t3• 4. • •6*Ll-ANCHORSlJOT�QUANTITIES FOR CUSTOM 32.000 D•E,F,J, 1 1 1 1 1 1 2 7 1 2 1 1 1 1 1 1 7 1 1 1 1 1• •1 6 JE ll ;=# TABLES 7,AND S.USING THE K,L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 015 �e 6 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 78 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'WINDOWS ARE 12 518'M N.TO 38'MAX,AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 6 4 b 6.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 78 78 78 79 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ?___?... ?. .. ...2. 6.DESIdN PRESSURE LIMRATfONS: K,L I I 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 6 4 4 5 5 4 6 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD PSF 79 76 79 77 79 79 79 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 ?.. ..? DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L 1 j 1 2 2 2 3 3 3 4 4 4 4 3 6 4 3 5 5 4 6 6 4 8 SHOPREWS IN 8 RE FOOR THETHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 79 78 RESPECTIVE SIZE AND 48.000 D,E,FA 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 ? 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 8 5 6 AVAILABLE. PSF 71 79 03 7f 79 64 74 86 77 89 89 TABLE 7.KEY: 63.126 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 ._?... 3. MAX PSF K,L 1 1 1 2 2 2 3 $ 9 4 4 4 6 4 6 -8 5 8 -6 6 7 6 5 7 (DP LIMBED) 112 HEAD 2 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. JANBABOAD 2 TABLE 8. MTG.RAIL SASH HEIGHT SUBSTRATE. 12.776 15.776 18.778 21.778 24.776 27.778 30.778 31.106 FULL DP ANCHOR TYPE. QoQ cl) QQ Ci ' Q T QZ �,4g 5Q� ^ sQ� Q�Q " S4 NQ YAR, N I HEAD 2 WINDOW fV(2 �' v ' U a Q `V ZQ � VZ�N U V N > N U U�S N � M � N S CJ � N y N V JANE ABOVE 4�� aRo�D�uly�REV156D WDTH SS V S v with the Fbelde 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 Ka RAL pw� N I 19,OB 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 ife�„Dye �QOQI 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 ey TABLE 8.KEY: M+ye °P+ed1u ntr 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 MAX.PSF 40.000 74 DP LIMITED) 112 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 L_ t}II�t- 78 JAMB BELOW 2 , 44.000 `�� OST LYNN�ve 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 6 3 4 MTG•�L \� ��.•�yC1Ns�•.,�F9�. 48.000 68 72 79 FULL DP 1' No.58705 '4 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 �� JAMB BELOW L' 53.125 73 72 2 2 2 2 2 2 3 3 3 4 3 4 A 3 4 1-5-T3 4 5 3 5 5 3 5G Rte- -��-IS _ - 0 •, 37ATE of c� ul� S✓f?N5 E NOCHANWSTHp8HEET ANCHORAGE SPACING CUSTOM VIEW %�<�;'••F<or�!oP•'�G��' 70707ECHNOLOGV ORWE JJ. 10177hf D NOCHANGE8t1i188MEET N.VENICE,FL3aZis LPE. _ALUM.SINGLE HUNG WINDOW,IMPACTJ.R. 04NiN1 C NOCHANA3E87F1l8SFlEET A LP.E. IOMSRr1 Artbb•Better Sf0 • f 1 4040-20 E68705 FX. 72AW J.J. 2*=7 . • .•• . . . ... NOTES: EXTERIOR INTERIOR ®1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY L HEAD AND SILL DETAIL )' WOOD ANCHOR APPROVED 114"EICO TAPCOYS OR ld%SS4 CR67TE-F"*MINIMUM DISTANCE FROM 1-3/4"MIN.EDGE (SEE NOTE 2&3) ANCHOIM CONCOETE EDGE 161114". •• • CONCRETE ANCHOR 2x WOOD BUCK 2.FOR WOO4APPCIC/=tIC%S aJ MQp11Q-OWEL`OUI�Y,UVV2 STEEL SCREWS(G5)OR (SEE NOTE 1 8 3) 1'MIN.EDGE 1/4"SS4 CDETEiLEY. • • • • • • • (SEE NOTE 4) 3.FLAT HE"ANCH@RS,WHER!REQUIRED,MU>l"VE Ant TRIMFIT HEADS. 3.35 KSI MIN. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE CONCRETE !::,.: 13/8"MIN.,114"TAPCON TOTAL THICKNESS IS LESS THAN 11/2, lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1314" MIN., CRETE-FLEX 1 INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE MIN. 1 112"THICK�RGRCkT*t. TIAL N:8 THF,§tRSTRATE OF WOOD BUCKS TO BE WOOD B o ENGINEERED GY OT�I "OR'A AAAi��PPOVfiiI�Y AUy10RITY HAVING JURISDICTION. (SEE NOTE K t 5.FOR ATTACHMENT VO ALUWN��LIM��:911E MATERIAL SNARL BE A MINIMUM STRENGTH OF 114' 1/4" OF A SIZE TO PROVII E FULL TO HE WIN OW FRAME SURAL IIMIILARETBER SHALL BE OTHAT MAX.— MA)L SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A#12 SHEET SHIM SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE DETAIL A DETAIL B MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FORTAPCCNIS TYPICAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE 11/4' 1 318' MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. MIN. MIN. 8.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1/4"MAX.SHIM 114"MAX.SHIM— 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT I I � WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, ' 1314'MIN EDGE 1"MIN.EDGE EDITION. 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 e, OR 1.6 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK R OR CMU SUBSTRATE(SEE NOTE 4) ® (SEE NOTE 4) �J DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" SW MIN.EDGE 2-10 EMBEDMENT MAK 1/4" SHIM WOOD FRAME MAX. PRODUCT REVISPO SHIM j aw1dinSomplyijMode the Florida —WOOD FRAME �i A.,it.N 15'061 lum 6/8"MIN.EDGE AaeptmceNoR�•QM�) .131"DIA.MIN. M2-1/2" x 2112"NAIL, 01. 2-1/2"EM EDMENT AT CORNERSH04ulCo0tra1 .131'DIA.MIN. AND 5"O.C. WOOD FRAME x 21/2"NAIL, AT CORNERS AND 5"O.C. �EDGE .131'DIA.MIN. 1/4" x 2 1/2"NAIL, \��` OLyY LYNN MAX. AT CORNERS MBEDMENT �� '.LIGENSF' SHIM AND 6'O.C. DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G, (SILL) No.50705 yr TYPICAL INTEGRAL FIN ANCHORAGE n .�� A� IS W """�1` CORRECT SUCFC NOTE,REWYE SECTION 200.9.8.4 REF. v STATE OF l Lm.M. b12na E ANCHORAGE DETAILS - Nv: 1070 TECHNOLOGY DRIVE i��', '•FCORIOP.•' \� J.J 1G97H1 D NOCFNNOESTMSSHEET N.VENx R3�27E — ALUM.S/NGLEHUNGWWDOW,IMPACT rk,�r_p�, 4��a." J.R. OIN1r71 C NO CWNGES MS SHEET P.O.BOX 16N ��,,�,,,� r.r a. �^«."'" �` IL \ m�n� a NOKOLBS,FL 3+274 1 ift Better SH7O0 NTS 11 r 11 4040$0 E FL 58705 F.K 0/l/M J:J. I WW7 i i AMI.IDADE MIAMI-DADS COUNTY 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) www.miamidade.eov/economy 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 Buildipg 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 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15,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 t tre 6s beep,• • no change in the applicable building code negatively affecting the performance of No product. .... .' TERMINATION of this NOA will occur after the expiration date or if there has Bf$d ll revisi8ii I&changV•••• in the materials, use, and/or manufacture of the product or process. Misuse of thi's*AUA as an rse enaomer�t+•••: of any product, for sales, advertising or any other purposes shall automatically toWggte this tJQA.•Failure•... • to comply with any section of this NOA shall be cause for termination and removal PUWA. .... *0:00* ADVERTISEMENT: The NOA number preceded by the words Miami-Dade'County,*Florida, arO••;• followed by the expiration date may be displayed.in advertising literature. Ifany p51tion of tli'e NOA is '. . . . . ...... displayed,then it shall be done in its entirety. •••••• INSPECTION: A copy of this entire NOA shall be provided to the user bytge manufacturer. or iU* distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 12-1218.09 and consists of this page_ 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.L. NOA No.15-0519.13 MIAMI.I7AI)E COUNTY Expiration Date: April 11,2018 ..� , Approval Date: July 16 2015 Pagel PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM,titled"Casement Window Details—LM& SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15,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 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. (Submitted under previous NOA No. 12-1218.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 05/16/15,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). .0606. 0000.. E. MATERIAL CERTIFICATIONS *0.. 6 0000 • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray AmeriW eine. fortheir •••• • "Kuraray Butacite@ PVB Glass Interlayer"dated 04/25/15;bTi1'ing on 12/11/16.:.660: 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amer]%• Ine.fo.&r ;,6 "Kuraray SentryGlas® (Clear and White) Glass Interlayers:dated 06/2.V1 5, 00:00' expiring on 07/04/18. •••••6 •••••• 0000.. 0000.. . . 0000.. .. 0000 Manid. 5-0519.13 erez,P.E. Product Conof xaminer NOA Expiration Date: April 11,2018 Approval Date: July 16 2015 - E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.09, issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window-L.M.I."approved on 04/11/13 and expiring on 04/11/18. 0000.. 0000.. .. 0000 0000.. 0000 0000.. 0000.. 0000.. 0000 0000 . . 0000 0000 00.00 0000.. 0000 0000. 0000.. .. . . . 0000.. 0000% . . 00000.. Manuel ez,P.E. Product Cantr xaminer NOA No. 5-051913 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1118•LMANATEO 7n4'LAMIWITW GENERAL NOTES:SERIES 740 IMPACT-RESISTANT •GLASS STACK • •• 00* GuasSTACK CASEMENT WINDOW DESIGN PRESSURE RATMK IMPACT RATING •• • • • OrrSJTACI�tVB • owrd yKuRARAY VARIES, RATED FOR LARGE 6 SMALL • /f84A � +r-nm�'Y • •• sHe'AHNexEO GR AMERWA M SEE SHEETS 5-0 MISSILE IMPACT RESISTANCE • • MSS • TNG• Nro.TKENOTHENM 1)THIS PRODUCT HAS BEEN DESIGNED b TESTED TO COMPLY WITH THE • • • • • • • • GLASS NEAT—NEAT-STRENGTHENED LED(MI REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH •• • G AraIEMED• • egg rRENo7t1ExE0 VELOCITY HURRICANE ZONE(HVHZ), 37^WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS 25.478'MAX.O.C.IF WIDTH k3 REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ.THE 11!76"G1 SSS ESTE 11!18"GLASS BITE 36 OUTBOARD LITE(CAP)MUST TEMPERED. UNDER 33.476'(HEAD 8 SILL ffi • • I •• i•• •• 3 e I4 • • • ] 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIIMAI-DADE 4•MAX 41S.SEE SHEET 2 •• • •0 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR • • • • • • 50 EVALUATIONS WERE SOUTHERN PINE.ASTM 090 CONCRETE MASONRY UNITS •• •32 • so • ••• •• 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. T r f GLASS TYPE 1 GLASS TYPES 2&3 4)ALL WOOD SUCKS LESS THAN 1-V2"THICK ARE TO BE CONSIDERED 1X r \ ---.--- 1M7-1X. 71S•MW 71sT NOK INSTALLATIO IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED f DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTEO AS 2X ARE 1-1/Y THICK OR A \ A SEE O.C. CLASS STACK 5ft8•LAMRUTE0 GLASS STACK Trt8'LAMINATED GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY SHEET 2 + 1 Goss STACK GLASS STACK TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION \ I 1V ANNEALED GLASS 3118'ANNEALED GR IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. NEAT-STRENGTHENEO GLASS 8'MAX. 7n8'AIRSPA .OBO'MACTL/P'VB 1N'AIRSPACE SY KLIRARAY 5)ANCHOR EMBEDMENT TO BASE MATERIAL ALL BE BEYOND WALL DRESSING O.C. IN ANNEALED OR AMERICA,INC. Sn8'A SEg RIICA,I KUPARAY SH OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON / \ TEMPEREOOLA89 OR TABLE 3.SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF �. HEAT-MJEALED EN THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL VISIBLE USEANCHOR Ire•ANNEALED HEATSTRENO7HENED GLASS SE STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT I PAIR AT EACH E%T�RIOR —` f' SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HEIGHT JAMB IF a } T INSTRUCTIONS. HEIGHT IS 87 11118"OlASS BITE 11!18'GLASS BITE (DLO) / / 26"OR OVER 8)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS 1 3 3 NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING / 76" APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED HEIGHT 31 50 31 32 32 50 TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. I / 7)DESIGN PRESSURES: ! GLASS TYPES 4&5 GLASS TYPES e&7 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, / IMNOM. FRAME ANALYSIS AND GLASS PER ASTM E13DO. / GLASS STACK I I I7 it LAmNATED B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/ I GLASS SMACK CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PERASTM E1300. 1 PANNEALEDOR 1 tlr AHWACE � GLASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE GME SCI4s1l KUFtAPAY WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 37t6'TEAYERSS AMEPoGI.TNG 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Gu55 PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF B 14112'MAX O.C.IF WIDTH IS Yt8"ANNEAL T"EN ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 4' 33.478•d OVER(HEAD 6 SILL) EXMRKNi GLASS. OnIE.HED DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'VISIBLE lc:l f BUILDING CODE FOR CORROSION RESISTANCE. OPENING(DLO) 37 11116•GLASS BITE 9)REFERENCES:TEST REPORTS FTL-7085,3679,3580.3724;ELCO ULTRACON TYP.ELEVATION OF 3 NOA;ELCO CRETEFLEX NOM;ANSI/AFBPA NDS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CASEMENT WINDOW 131 32 SO PRODUCT REVISED as complying with the Plmtds TABLE I: Elidi'.CadeGLASS TYPES 8&S 05►9.13Gleae Types SheetB ` vva Aft! rReWxd By: Dofe: RaWa on B2 7/16'I amt(118 An(3178An 0090 30-3188M) 8 ELEVA IT DAGENERAL NDIES 1 '�RReW.d By OoW R.4110 A p �C 3 711W L4dnl(3/18 HIS090'BG-3/16 HS) 7 GLAZING DETAILS.......-..........„....1 LM 5f15/15 5TH EDITION(2014) ,8705 1 7/8'lam!.IG 1/B'An-7176'Atr•1!8•An-.OBD'PVB•116"An) 5 INSTALLATION..............._................2 =it: No. _ FITC UPDATE ASSEMBLY TUBE DETAILS.. - 1Y - ® Dascriptian: D- By: !3 !6'LaIN.10(1/8'T-7118'Air-118•M-.09V Pv6-t!6'An - '.C�, u1= GLAZING DETAILS J ROSOWSKI ANCHOR SPECIFICATIONS_..........4 •; 6 71W Lemt. G 3!18'An-114'Alr-3118'M-. G-311 B'M) 9 ANCHOR QUANTITIES....................4 8 7/8'Lemi.G 16'TIG n 1/44Atr7 7ir9/116'MIT S.OBO'SG63118"A-3111V n 3 9 ASSEMB) 7 DESIGN LY DETA0.3/BOM._..._......O9 �'�OT'•., s pRLOP' r��\�� 10N.OVENICE TECHNOLOGY FL 34275 TCASEMENT WINDOW DETAILS-LM&SM 08/08/12 9 718'Lams.IG(3118"T-1/4'Air-3118"HS-.090'SO-3118'H3 7 /CSSI N RL��` NOKOMIS BOX 1529 34274 'PVB"=BUTACITE��B BY KURARAYAMERrA itc. ,r l� 11,,111` Series/MA- Scam: SMeI: Diowing No. Rev: "SO'-$ENTRYOLAS"DY KURARAY AMERICA,INC. A LYNN�AILLER'P.E CERT. OF AUTH. M29296 CA-740 NTS 1 OF 10 MD-CA740-LM A P.E188700 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... INSTALLATION INSTALLATION • • • •. • .V;TALLATION OPTION 1 EDGE EDGE DISTANCE •• • • • • • •• • OPTION 4 INSTALLATION ANCHORS DISTANCE OPTION 2 • . • • • • •• • INTO 2X WOOD. CONCRETEICMU INSTALLATIONANCHORS • • • • • • • • II�SRJ�LLAY IONI4TOAN 5 PER ANCHOR DIRECTLY INTO MASONRY. • • • • • • • • Q METAL AS REQUIRED PER 2 EMBEDMENT REQUIREMENT •4• BUCK WIDTH 0 Poe e 0 TABLE 3,SHEET 4 ATTACHED TO 82' _� TYP.ANCHOR 1!4"MAX 16 16 FRAME SILL 10 11 TYPE SHIM ATTACHEOTO • •• EMBEDMENT VENT SILL • • • • • • 89 13 #123TEEL ANDEDGE 3ELF-DRILLJNG 6 1 DISTANCE PER 4 8 32 33 • • • • • ••• • • 12 83 SMS,SEE TABLE SUBSTRATE, 3,SHEET 4. 22 23 4 SEE TABLE 3, O • SHEET 4. 11 3 EDGE O 18 84 MULLION,ALUMINUM,3$07 Q 8 DISTANCE 84 orwnrnwm 36 39 STEEL FRAMING OR ATTACHED TO +Q 82 82 ATTACHED TO VENT SILL 36.37 81 STEEL STUD. FRAME JAMB L 13 EMBEDMENT •• 1 24 I VISIBLE LIGHT WIDTH(DLO) 3 6 83 TO FOR SNUBBER REQUIREMENTS, 8 EXTERIOR EXTERIOR ATTACHED 70 SEE TABLE 4,SHEET 4. /t--, VENT JAMB OPTK)NAL ADDON WINDOW WIDTH 12 FLANGE Q HEAD, SILL&JAMBS HORIZONTAL SECTION A-A 81 11 SEE DETAIL EGRESS FORMULAS: WINDOW Al.BELOW WIDTH,WASH HINGE:WINDOW WIDTH-131/2 HEIGHT JAMB NOTES: NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7.12 VISIBLE 14 10 HARD. 1)USE ONLY SUBSTRATE-APPROPRIATE / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 LIGHT ANCHORS LISTED ON TABLE 3.SHEET 4. 1 COMBINATION UNITS, HEIGHT FOLLOW EMBEDMENT AND EDGE / J_ / ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: (DLO) BUCK DISTANCE LIMITS.ANY INSTALLATION / / 10•MAX ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 HEIGHT OPTION SHOWN MAY BE USED ON ANY /a / INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 SIDE OF THE WINDOW. / / WINDOW FRAMES AT 10-MAK ATTACHED — / FROM EACH SIDE OF THE FRAME TO FRAME 2)ALL WOOD BUCKS LESS THAN 1-12" Ir ASSEMBLY TUBE CENTERUNE. JAMB THICK ARE TO BE CONSIDERED 1% 1 SEE TABLE BELOW: ATTACHED TO INSTALLATIONS 1X WOOD BUCKS ARE FRAME JAMB ® 89 OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS —� I+.— 10"MAX t e FaNlcFlme��0° DEPICTED AS 2X ARE 1-112 THICK OR L—�•SEE DETAIL A2•BELOW 9klk.oof f 0• me Tub(FAT) ATTACHED TO GREATER.IX AND 2X BUCKS(WHEN USED) r vwwow Atlohor VENT JAMBt W1dM A B,C 6 D SHALL BE DESIGNED TO PROPERLY u. TRANSFER LOADS TO THE STRUCTURE. I 17•-229' 0 0 62 WOOD BUCK DESIGN AND INSTALLATION _ 23•-26.r o 1 38 3993 IS THE RESPONSIBILITY OF THE ENGINEER > 2B'r 1 1 OR ARCHITECT OF RECORD.MAXIMUM r Wspaw Ty" 17 SHIM THICKNESS TO BE 1N"' n F ow A I B,C L D 20 16 16 tr-22.9' 0 0 82 DETAIL DETAIL 2Y-26P 0 1 PRODUCT REVISED 21 A7A2 29'r 1 1 ucompiying whh the Florida Acceptance ptwo Code 15-oslq.l3 o<e we 8 80 laltonDme MIS 1 1XWOOD Rev esd By: Dole: Revision s 19 84 BUCKSTRIP, �J�pg( LYNN,y/�`�ii�� Dy SEE NOTE 2, ,�� ENS F Mlw PtOduM THIS SHEET. T:•' 1}C F 'P Revised By: Dole: Revision A 1/4'MAX SHIM -' No.58705 •` �= LM 5/15/15 NO CHANGE THIS SHEET - I- _ _ � fkscriplion: Drawn By: CONCRETE EMBEDMENT CROSS SECTIONS&INSTALLATION J ROSOWSKI PER ANCHOR y - ^ •• • %�� ST {EOFS /� 1070 TECHNOLOGY DRIVE Title. Dole: REQUIREMENT. �` '•• Fcoa+D?:.•• � N. VENICE, FL 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 529 INSTALLATION OPTION 3 '�i,\SS/DIVA►-E `� N KOMIS,DFL 134274 Sw es/Model: Scak: Sheeh. Grow p No. Rav: INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B A.LGAHIBLLEIt1 P.E 1X BUCKSTRIP INTO MASONRY. P E•ee7oe CERT. OF AUTH. 029296 CA-740 NTS 2 OF 10 MD-CA740-LM A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... CASEMENT(X) CASEMENT/CASEMENT(XX) AWNING/CASEMENT/FIXED CAsrEPEt+f(�CXO)• • •• •: : PRODUCTREVISED —T'Tr• • •• • • •• m Muplying with dw Ptorlds • • • • • • • Building Coda 5'byA•'"!/w)G 2j 6 FIGURE 1: 10',SEE NOTE 7,THIS SHEET • • • ••• ••• ••• ••• Expimtian NO -" FIGURE 2: 740 SERIES�i'� C f WINDOW ©My'eml / / \ —D FRAME �� • • • •• ••• •• WINDOW A / / j-ASSEMBLY • • • • • • • HEIGHT l;� TUBE • ••• • • 0•4PRA111L•ASSEMeLY TUBE NOTES W rc Q \ \ / 10",SEE NOTE 7, r �D • • • • • 1 IRS�f�S p( ARE UJ THIS SHEET 740 SERIES �• • • • • TIP -YTP Di NSIONS FOR EACH = L —CASEMENT INDIVIDUAL WINDOW.FOR SAES NOT WINDOW SHOWN,ROUND UP TO THE NEXT U) _I WINDOW f / / AVAILABLE WIDTH OR HEIGHT = ti —�7 WIDTH 1 I 1 DIMENSION SHOWN ON THE TABLES. ZQ T40 740 Gds SERIES FRAME SERIES E W CASEMENT ASSEMBLYCASEMENT FRAME (CASEMENT, AWNING 0 WINDOW TUBE WINDOW --ASSEMBLYs� (CASEMENT,AWNING OR FIXED Z V) p TUBE CASEMENT)MAY BE ATTACHED TO Q J J d till THE FRAME ASSEMBLY TUBE.FOR = t / `740 SERIES ALL WINDOWS,USE THE WINDOWS 1 V Q O FIXED WINDOW'` / NOA FOR ANCHORAGE,SIZE AND J LL, DESIGN PRESSURE LIMITATIONS. :g Z ¢ 0 'SEE PRODUCTS NOA FOR 3)/LLL WINDOWS IN THE z LLI W fh INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO 04 ♦� 740 SERIES / INDIVIDUALLY COMPLY WITH THE C EXTERIOR �l N REQUIREMENTS OF THEIR 0 $Z WINDOWRESPECTIVE NOA. r O Z \ / 740 SERIES 740 SERIES 4)FRAME ASSEMBLY TUBE TO BE o O co AWNING CASEMENT FASTENED TO WINDOW,AS SHOW IN DETAILS,WITH MIN.912 X 1'SHEET 2 U) FOR SINGLE UNITS: WINDOW' METAL SCREWS.USE THE SAME (n () Z MIN.9 12 X 1'SMS SPACING AND QUANTITY AS THE lJ.) Q W 1)DETERMINE YOUR WIDOW SIZE THROUGH FRAME OPPOSITE FRAME MEMBER J 0 LL) 2 AND GLASS, INSTALLATION HOLES FRAME ASSEMBLY '� co) W Q ASSEMBLY TUBE 5)THE FRAME ASSEMBLY TUBE MAY � 2 �0 �� u 2)KNOWING YOUR ANCHOR TYPE TUBE NOT EXCEED 82'IN LENGTH(AS USED AND SUBSTRATE,DETERMINE MIN912 X IN AA 83'FLANGED WINDOW)OR BE a: J ' LL U A YOUR ANCHOR GROUP FROM MIN.912 X USED IN TEE OR CROSS TABLE 3,SHEET 4. 1"&MS T THROUGH CONFIGURATIONS. THROUGH 740 SERIES THROUGH 3 FROM SHEETS 5•g,FIND THE INSTALLATION CASEMENT INSTALLATION > m WINDOW HOLES 6)THE FRAME ASSEMBLY TUBE IS p o H u, SHEET FOR YOUR GLASS TYPE. HOLES FIND THE PRODUCTS DESIGN T REQUIRED . 0E CLIPPED TO a N v r 740 SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR PRESSURE FROM THE TABLERMWEE FRAME JOINTS TO BE SEALED BY NVSTALLER. x LABELED'DESIGN PRESSURE CASVNND EXTERIOR CASWINDOEMENT _ m N a ASSEMBLY 7403ERIES z o � (PSF)FOR SINGLE tMNDOWS,ALL TUBE EXTERIOR EXTERIOR FIXED 7)FOR ALL COMBINATION UNITS, ANCHOR GROUPS•. CASEMENT ADDITIONAL INSTALLATION ANCHORS n o 0 HORIZONTAL SECTION C-C WINDOW' MAY NEED TO BE INSTALLED O 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT TIP-TO-TIP.FOR SIZES NOT ^z z 1("MAX.FROM EACH SIDE OF THE � 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: �� i� DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 A 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Addia.W And.R,yw„�on each �� N( LYNN�Sfl( TABLES. awe of the Aeeomhly Tib(FAT) �:''��CENSF •�FQ 5)USING THE TABLE LABELED 2)FROM SHEETS b9,FIND THE SHEET FOR YOUR GLASS TYPE. Window Anahw C'. 'WINDOW ANCHORS REQUIRED' < Width A B,c 6 D =rY;' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TOA VERTICAL FRAME ASSEMBLYTUBE' OR'DESIGN u. _ No.58705 (TABLE 2,SHEET 4�DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TOA HORIZONTAL FRAMEASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE ISORIENTATED.THIS IT--22.P TIP-TO-TIP. 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 ME ` NEEDED IN THE HEAD.SILL AND FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2r- 1 1 _10 JAMBS OF YpUR WINDOW. "An* .•, •r�J`' 8 INSTALL AS PER THE 4)USING THE TABLE LABELED'1MNDOWANCHORS REQUIRED'(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF n HeightYOURWINDOW. '"oIINSTRUCTIONS ON SHEET 2. 1T"- .P ��5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEESHEET 2),AND THAT MIN.912 X P ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 26Y A LvIvW P.Et 6(17551IM6 F,P'E' . . ••• • . . ... . . . . . . . . . . . . . . ... . . . TABLE 2: TABLE 4: Window AnOhoreRequired Ja mb6nultHfLoeetlalli• •• • •• pRODUCTiB7YISCD �,WbUt Mf • • •• es complying with the Florida under 23' 23-16176' 274,17 30' 311/2• Sr P� • • 80 • Acaepim aCode 15'O A-13 8 Anchor Group Anchor Gray Anowercup Anchor Group AnchorGrotp Anchor Orap A Grout • a1,41 ••• • piratioa Date (J✓ O A 8 C&D A B C&D A 8 C&D A B C&D A 8 C&D A B C&D A B C&D (Typa�2,3&� Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 'max.*am BY Product oder 23' Sr3'and Nona each end&3D' giant We HSWBB 2 2 2 2 2 2 2 2 2 2 9 2 2 3 2 3 3 3 3 9 3 s tasa Floored 25.16/18' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 C •• • sox 0. • ••• •• lkiadlsll 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 1 ii tQIL 1 li film •• • Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 over ST saoh err&8D` cash ead 8,401 • • z 0 Heedi 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max0.¢• lnul•0.Q • • W Jamb 4 4 4 4 6 4 4 e 4 4 6 4 4 6 4 4 6 4 6 6 4 ••• •• ,7.� 46' 'PVB'=BUTACITE YB SY KURARAY AMERICA,INC. U C3 Flaed1811 2 2 2 2 2 2 2 2 2 2 3 2 9 3 2 9 3 3 3 4 9 S-B 'BG'•SENTRYGLA Y KURARAY AMERICA,INC. Jamb 4 8 4 4 6 1 4 8 4 4 0 1 8 0 4 8 6 � d' SO WB• Hced18B 2 2 2 2 2 2 2 2 2 2 3 2 3 S 2 3 3 3 3 4 3 n Jamb e e 4 6 6 4 8 0 • 6 8 4 0 8 4 6 6 { 6 0 4 1)USE THIS TABLE FOR V) g U 00' ALL WINDOWS PER THE Mad/8B 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ELEVATIONS ON SHEET 1. SAMPLE CONFIGURATIONS: Jamb 6 0 6 a 6 6 6 8 6 a e 6 6 B a a 8 6 0 6 6 DIMENSIONS SHOWN ARE JQ o HNWISB 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. FT771-1 tt W 7Y Jamb 6 8 8 e 6 6 6 6 6 6 10 6 e 10 6 6 10 6 8 10 0 7 �x �X� o X < r O FkadI68 2 2 2 2 2 2 2 2 2 2 9 2 2 3 2 3 3 3 3 3 3 21 FOR SIZES NOT ) ) Z _ X `\ SHOWN,ROUND UP TO y r ` lI 4 g 76' Jamb e 8 8 8 B 11 6 10 6 9 10 e 6 10 6 8 f0 6 9 10 0 THE NEXT AVAILABLE " �• ~ 0 FMdfSi1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 S X Z .Nmb 8 8 8 0 10 8 6 10 0 6 f0 6 0 10 6 WIDTH OR HEK3H7 ` \ rc U = Uj O DIMENSION SHOWN ON HesdlBtA 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. /X, O O � N Q CO 3 TABLE 3: i, t g>7 W Z Mtn. Min. Anchor JX• O /X, X X r Min. EXAMPLE t:FOR WINDOW COMBINATION SHOWN BELOW;7118"ANNEALED SO LAMI.GLASS, 1 � 1 � Group Anchor substrata Edea O.C. FMde Embedment 114'MASONRY ANCHORS INTO CONCRETE,+7(1-80 P3F DP REQUIRED,NO ANCHOR PLATE 1 ,/ Distance Distance Required] 1/4•sWl(1Wacon Hollow Block 1' 6' 1-114' No CASEMENT ANCHORS: W W I- S.Pine SIB' 1' 1318' No S J 0 ..O A)FROM TABLE 9,ANCHORS C e D ALLOW A DP OF+70/-90. O 2 i r A 614,steal SMS(05) 5063.75 Alum. 348' S✓5 .050' No -� a= W $Q a 914,410 88 SMS A30 Steel 9/C 6J8' No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE pJ>'yi y pV" $ i fi z N V A553 S Gr.33 Ya- .035',20 Go. No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. S.Pine 6/8' I. I-W NO B 912,steel SMS(05) 600118 Alum. 318' 618' .050' No C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. S or 912,410 88 SMS A36 Steel 316' 618' .060' No n A653 Stud,or..33 316' 616' -035,20 Ga. No D)SIMILARLY.2 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL. • '^ m �aON N 2.86k Concrete 2-TIT 4' 1316' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10' 10' 114'steel Ultraeon 2.8511 Concrete 1' 4' 1314' No _ Hollow Block 2-1/7 G 1-1/4' No F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY ^" x C S.Pkw 816' i' 13/8' Yes TUBE SIDE OF THE AWNING(HEAD&SILL). 4' r-1 4- 4 —H 4 =%'i m,4 a 912,steal SMS(05) 6063.75 Alun. 348' li .0713' Yes Qq U Z d o 0 or ill 410 88 SMS A30 Steel 316' 6I8' .050' Yes ~>a x A653 Stud.Gr.33 3/8' 5W .Di 18 Ga. Yes o z z w S.Pine 518' 1' 1318' Yes FIXED ANCHORS(8EE 8EPERATE NDA): 914,steal SMS(05) 000116 Alum. 348' 518' .0719' Yes Q A)FROM TABLE B,ANCHORS C 8 D ALLOW A DA OF+701-83.1. or 914,410 SS SMS A30 Sleel 3/6' 5W .050' Yn 10.5' \tt 11j A653 Stud,Or.33 3/8' 515' .045' 6 Gs. Yes S)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND 13.26" ��pt`!'f LYNN 49/ 2.BSk Concrete 1' 4' 13/4' Yu SU63TRATE DESIRED AND DOES NOT REQIXRE 7HE ANCHOR PIAIE. 114'steel tatr000n 2.85k Concrete 2-117 4- i Yes �\P�.•' �IGENSF••<<too D Hallow Block 2-117 1-114' Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. 61' \ Filled Block 2-112' 4' I3!4' Yea _ No.58705 ' 1/4.41088 3.35k Concrete 1' S• 1314' No D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. _ Cretaflex Hollow Block 2-1/2' 6' 1414' No 3.5k Concrete 1-114' S 1314' No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. y Z. 6118'star Uaracen Haloes Block 3-118' 6' 1-114' No J. •�� Filled Bock 2-1/7 5' 1314' No F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4• 4 (<`s'•.'�<ORtD/` LLS ..•'�.�\� ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SI ...., NOTES: �-�— 25. 20'►�+ 20•►{ ,S�oNAt.Eea t. 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48' A.L4M9MLL6PJ=. 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. REa56705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FOR GLASS TYPES: TABLE 5: PRODUCT RBVIS 1)5/18'LAMI(1/8 AN-.090"PVB-1/8 ANj• • • • • • •i i•• c,�uplying whh tho Fludds Design Pressure(pap br Siny°Windows,A6 Anchor Groups • • • • • •• 4 7!8'LAMI.IG: 1/8"AN-7118"AIR-1/8"IN-.0901"fsVEC-'11/8'•.6 • • 8'"1011"6 ° 48-051a•�� Window Wldlh ) { peceplarra No under 23' 26.16116' 27-014' 97 33-112' 3r sr YVB-BUTAG VB BY KURARAY AMERICA,INC. ••• • • • ••• ••• IratWn Owe under 23' +7740 •701-00 +701.90 •W400 +701.90 *701.90 +701-00 BY 2615116' +77-00 +7740 +701-00 +77-00 +77-00 +711/-00 +701-00 Mironi P r, 36-W +77.00 +77.00 +77.90 +77.60 +moo +77-00 +77.90 WINDOW •• • • • •• ••• •• 4B' +77-00 +77.90 +7760 +701.90 +77-00 +7D,40 +77-01 HEIGHT • • • • • • • 605/6' +77-00 +70140 +70160 +7740 +TW40 +70160 +77-09.2 • • • • • •• • • LU 80' +7740 +77-00 +70149 •774&S +77-00.6 +701-77.7 +77-74.9 wow ••• • • •• • • • . • _ 63• +77.9D +70140 +77-00 •7744.3 +701-6.5 •701-73.7 47(V-70.1 WIDTH • • • • ••• •• WIDTH N 72' +7740 •7747.2 +77-77.7 +67-71.5 +60%62.4 +801-60.9 +1-59.3 76' SEE SHEETS 1 64 FOR ULLI +77.00 +77-04.6 +77-75.7 N47.9 +/•56.9 +1-67.2 +l-55.8 WINDOWANCHOR = Q„ 64' +7760 +77-00.4 +77-71.9 +87421 +1-64.2 LOCATIONS AND QUANTITIES. LU (n i '$ z zLE o� TABLES: r O Design Preswre(psp for W Indws Attached to a Vertical Frame Assw&y Tube 00 J Q . O m wlaw.wan a Z a Q • In under 23' 25-ISII 273x4' 30• 33.1!2' 35' 3T Anchor Orap Anchor Group Anchor Group Anchor Orap Anchor Group Anchor Group Anchor Group N (1) A B C D A B CAD B A,CBD 8 A,C&D A B CAD B A,CBD B A,CAO rTj ed �JJJ Yf- under 23' +701-90 +701-90 +70'-90 +701.90 +70-90 +77.90 +701.90 +701.90 +77-90 +77-90 +701-90 +701-90 +701-90 +701.00 +7750 +701-90 +701.90 +70190 .. ..r 0 y°Z 25.15116' +701-90 +701.90 +77-90 01707.90 +701.9D +77.90 +701-90 +70/.90 +7760 +77-00 +701-91) +77.90 +77-90 +77-00 +77.90 +701.90 +7790 +701-90 8 8 O (n z 36376' +701.90 +701-71.8 +M-90 +701-90 +77.81 +77-90 +70140 +701-91) +7790 +7790 +77-g0 +77.90 +77-90 +701-91) +70140 +77.90 +77.90 x77-90 _ W 48' +701-73.1 +157.3 +77-90 +7750 +144.8 +77.90 +70160 +70160 +77-00 +70147.6 +77-00 +77.90 +77-76.6 +701-90 +701.90 +70190 +70148.9 +701.90 5058" +/•89.3 +/54.3 *77.90 +7790 +!.01.4 +77-90 +701.90 +70190 +70140 •77-032 +7790 +70140 +77.74.6 +77.90 +70149.2 +7790 +77.64.3 +70149.2 � � a- z � 80' +158.6 +1.458 +77.54.7 0177.90 *141.8 +701.81.2 +77.90 +77-75.9 +701.90 +701-702 +7748.5 +7740.3 +1SL9 +77.1!0.6 +701-75.2 0177-77.7 *701.71.2 -77-W-74.3 J O z W h 63' +7-55.7 +1.436 +77-807 +77.89.5 +1-49.3 +77.77.3 +701-91) +701-T2.3 *77-90 +1569 +7744.3 +77.76.11 0.59.9 *77.78.5 +77.77.6 +701-73.7 +157.8 +701-701 J - (n LU $Q + O FRAME LLI Q 70•mAx --� Ir ASSEMBLY 01 7 x 0 U rn I TUBE TABLE 7: ")- Design Fame Lost 6r Windom Atla°hsd to a Halsor"Frame Asson"Tibor T O '7� WwIX1W Widow Width f HEIGHT WINDOW FRAME under 23' 2516/16• 27.314' 37 99-117 SY � HEIGHT ASSEMBLY � Z TUBE m u Anchor Asha Anchor Anchor Anchor Group Anchor Group ArohotGroupL- WINDOW AANCHOR r 60 0 Group Group Group Group 4 IREO. a NI NI NI AN 8 A,CAO A 8 CAD A B CAO 10'MMAAX. (� Ioz zi c, w4or 2Y +701-00 +701.00 +77-00 +7740 •77.62.1 +7760 +77.00 +77.76.5 +7W.W +70160 +77-74.3 +77.00 } ADDITIONAL SEE SHEETS 1 d 4 FOR WINDOW ANCHOR u 2616110 +70140 •701-00 +701.00 +701-00 4701-00 +7760 +701-06.6 +70!-00 +77-00 +701-04 +7760 477410 ANCHOR LOCATIONS AND QUANTRIES.BFF SHEET 3 +7740 •77-00 +7760 +7760 470160 +77.90 +701.90 +70140 +701-00 +77.00 +7760 +7740 (4),IF RED. 3 FOR ANY ADDITIONAL ANCHORS 838' REQUIRED FOR THE FRAME ASSEMBLY ��7 y LYNN 1jIi� 46' +77.00 +70140 470166 +701-00 47740 +77-00 +701-00 +70160 +77-00 +701-06 +70140 +7790 WINDOW � TUBE. `� •`�'.0.. .,49/� 50.3x8' +77.00 +70160 +701.00 U+710/-KG *70/-00 +77-00 +77.90 +77.00 +77.90 •77.60.2 +7749.2 •77-09.2 WIDTH �,'' 47CENSE.'•,�F`,r�' 80' +77.00 +70/40 +7760 +7740.0 +70140.6 +77.77.7 +77-77.7 •77.71.7 +701-74.3 +77-74.3 +77-74.3SEE SHEETS 1 A 4 FOR WINDOW ANCHOR89• +701.00 +7740 +77-00 +77-76.6 +77.76.6 +700737 +77.717 •701-73.7 +70%70.1 +77-70.1 +77.70.7 LOCATIONS AND QUANTITIES.SEE SHEETNo.58705 72' +77-00 0177-07.2 +77-77.7 +601-02.4 +6742.4 +67-00.9 +67-00.9 +8760.9 41.69.9 +159.9 +/59.3 3 FOR ANY ADDITIONAL ANCHORS70' +77-00 +7744.8 +77-7&7 */56.9 +1.68.9 +157.2 +157.2 +157.2 +145&8 +146.6 0-KII REQUIRED FOR THE FRAME ASSEMBLY �) •04' +77.90 +7740.4 +77-71.3 054.2 +154.2 TUBE �( S� p NOTES: 's�ONAL �t`� 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.CONN 1410L'Efl,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PZ-0 55705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... JIM FOR GLASS TYPES: TABLE 8: PRODUCTRHVISHo • • • • ••• 2)V18"LAMI(3116 A4.090"SG;3M6,f1N Design Pressae(pQ WinM al for SW&Windows.. Anchor Groups • •• • as complying wN4 the Florida • •• building Codo WhrdowWidlh 'SCI"=SENTRYGLAS BY KURARAtAMEjCA,iJC. • • • • • • Ae"PtdtcoN°�5'OSR•�3 - T ••• • • • ••• •• >�PlotlanDuro /Zpl$ abler 2Y 25-1876• 21.ar4- 30" 133.112' V 3r f +1)a-130 +9x430 49x•130 +1)a-130 Dr under 231 +901-130 +901-,130901-190 wlNDow Mr i dn�r 26.1816• +901430 +901-130 •901-130 •901430 +901-130 +901-130 •90/430 HEIGHT 35-W +901-130 +901-130 +901-130 4901430 +9x-130 •9.-130 49x490 •• • • • •• ••• •• 46' +901-130 +0430 +901.130 +9x.130 +9x-130 +901-13D +9x-130 • • • • • • • WINDOW • ••• • • • • •• • Q x 503/8' +9x•130 +901-130 +906130 +9x-130 +901.130 +9x.130 +9x-130 --..•� �- • • • • • •• • • R WIC 60' +9w-130 •9x-130 +9x-130 +9x•130 +9x-130 +9x.138 +90/-130 • • • • • • • • • W e •• • • • • • 090 •• or +9x-130 +901-130 +901.130 +901-130 +90.130 +901430 +901-129.6 SEE SHEETS 7 8.4 FOR _ 72' +901-130 +901-130 +901-130 +1)x-130 +901-129.1 +9x•122,5 +901-113.6 WNDOWANCHOR N LOCATIONS AND QUANTITIES. 76• +90.130 +90/-030 +1)x-130 +90-130 +9x-024.1 •901-778.7 +901-107.6 = n 86• LLJ a. +91)f•730 +901-130 +901-I30 +9111-130 +901-116.4 a LLI 06 z � o� J ` O e U an TABLE P. J 0991x1 Pressor•(D5Q for Windom aleched to a Vertical From AssaNlLL r Tube e O � Q O M WhdowWidb z Z w W Y CO under 23" 25.18117 16" 27.314' 30' 33. 35" 3r N d 0 N Anchor Group Anchor Group antra Group Anchor Group Anchor Grow Anchor Group Anchor Group ` C Cl) A B C D A B CAD B A,CAD A B CAD A S CAD B A,CAD A B CAD vj 00 LLI 4�- under 2Y +701-90 +7a-9g •7x-90 +701.90 «7x.80 +701-90 +7x40 +7x790 +7x-90 +7x40 +7x•90 +701-00 +7x•90 +7x-90 +7x•90 +70-90 +701-9D +70140 +7x40 +7x•90 .. � ..� � 0 m Z 251818' +7x-90 +7018D +70-00 +701.91) +70-90 +701.90 +701-90 x•9 +70 +7x-90 +7040 +70E-90 +70140 +7x•90 +701-90 •700-90 +701.90 +701.90 +701-00 +701-90 +70.90 8 $O (n Z 38.3`8' +7x-90 +700.71.6 +70.90 +1x-90 +7x•81 +70140 +7x-90 +701.90 +70-90 •7x-OD +7x-90 +7x-90 +701-90 +7x40 +7x.90 +701.90 +1x-00 +7x-90 +Tx-9D +7x40 S2 W 48" +701.731 +1-57.3 •70140 +701-9D +1.64.6 +701-90 +70.1)0 +70140 +Ta•9D +70140 +70.87.8 +70140 +70E-90 +70.90 +70.90 +701.90 +701.90 +701790 +701-86.9 +7x40 50.5x3' +169.3 +1.513 +78/•90 +7.-00 +1.61.4 +70-90 +701.90 •701-00 +70140 +70180 +701.83.2 +70140 +7x-90 +701.90 +7x.90 +701.89.2 +70r5D +701.90 +7x44.3 +70/40 ? d Z 80' +158.5 +7x40 H51.8 +71)'-01.2 +7x•90 +701-75.9 +70140 +7089.8 +701.70.2 +7080 +7x•80.3 +7x-78.6 +Ja4g +701-752 +70140 +7x-90 +701-71.2 470140 JWJ 'O Z W ..I� 8Y +1.55.7 +1-4;1.0 +701-00.7 +7x•89.5 +/-49.3 +701-77.3 +7x40 +7.•72.3 +7040 +7.65.3 +168.8 +7x80 +7x•78.5 +701-74.9 +7.-90 +701.71.5 47040 +701-865 +/61.8 •7x-90 J O W U 'mow �Q FRAME & J 5 E O L=V 'IT MAX ASSEMBLY TABLE 10: 1 TUBE Design Pressure W for Windows Attached to a Horizontal Frame Assembly Tube '(- • ^ m e WINDOW �"�Nn window Width WINDOW FRAME HEIGHTi- . o LL-� x under 23' 25451101 27514' 31)" 33-1/2' 35" 3r HEIGHT ASSEMBLY Anchor Anchor Anchor Anchor Anchor Anchor TUBE i cwi m 2 i OroeD Orap Orap Group Grab Group .rola Group arch.Gray ,�N�,y I ADDITIONAL r;a 0 o 10'MAX WIDTH F`- o o AN NI al All B A,CAD A B CAD A B CAD (4)•FRED. rz z under 2Y +7.40 •701-90 +701.90 +701.90 +7x627 +7.40 +7.•90 «7.-TB.S +701.90 +7.40 +70.74.3 +7x40 T ADDITIONAL SEE SHEETS 1 A 4 FOR WINDOW ANCHOR u ANCHOR 25-1816' +701-90 +701-90 +701-90 +701.90 +70140 +70P-90 +701.88.6 +7x-90 +701-90 +7064 +701-90 +70140 (4)IF REQ. LOCATIONS AND QUANTITIES.SEE SHEET 38316" +70f40 +701.90 •701.90 +701.90 +7040 +70F•90 +70E-90 +7a.90 +7040 +70180 +7x-90 +79-90 1 3 FOR ANY ADDITIONAL ANCHORS 40' +7..80 +7a•9D +7..90 +701-90 +7.•90 +700-90 +70180 470-90 +701.90 +701-90 +7x.90 +701-91) I WRWN l REQUIRED FOR THE FRAME ASSEMBLY .........\�\O.( LYNN 50.518' +7.40 +7.40 +7040 +701.90 +7x-90 +701-9D +7.40 +701-91) •7x40 +701-90 +7.•90 +7.40 -�1 WIDTH F ��'•.-'\,\CENSE•'•-F'P 80" +70140 +701-90 +701-90 +701.00 +70.90 +101-20 +70`40 +70140 +70140 1 70f-90 +70146 +7.40 SEE SHEETS 1 a 4 FOR WMIOOW ANCHOR # 83' +7.40 +701-9D +1x•90 +7x•90 +701-90 +T.-9D +701-90 •7x-90 +70!•90 +7x.90 +7x40 +7.790 LOCATIONS AND QUANTITIES.SEE SHEET ''� N0.58705 = 77 +7..90 +1x•90 *7x-00 +70-91) +70140 +Ry-QO +7.-90 •70-90 •70!40 .70140 +70140 +78x.80 3 FOR ANY ADDITIONAL ANCHORS _` FOR FOR THE FRAME ASSEMBLY O. 78' +70040 +701.90 +1040 •70.90 +701.90 «7.•90 +700-90 +7.40 +7x40 +70!80 +7040 +7..90 TUBE. �'•• �]IO �5.'`(U` 64• •7.-90 +701.90 +701-90 +701-9D +7d•90 «7x40 U'. 57 TE ' PLORID".`C1 NOTES! 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. //A!uYryr1 iAiitTL PE. 2)SEE= 4 FOR SNUBBER REQUIREMENTS. PE.e 99769 .. .. . . . .. .. . . . . . . . . . . . FOR GLASS TYPES: TABLE 11: a DeslBnPlsssul•(psOfor Single WYMows,ANAnchor Group 3)7/16'LAMI(3/16 HS-.090'SG-3/16 HS)-0 • • • • • •• • PRODUCT REVISM• S� • • • •• 7)718"LAMI.IG:(3/16"AN-1/4"AIR-3116"Heb-.410-CA- /1ds hSSas )• • • f1icomplying%withthaFlorida 11d1°g�O"0�5- W 13 vwndowwdlh9 7/8'LAMI,IG: 3/16"T-1/4'AIR-3/16"H69,401113-3A6"'H .• .:• 0.* exptrer undo'23' 251&18' 27.904• 90' 93.112' 35' ST ) under 23' +901-130 +M-130 +901-130 +901-130 +901-130 +901-130 +901-130 *SG-SENTRYGLASPBY KURARAY AMERICA,INC. M uel'Cwtrd 25.15118' +901.130 +901-130 +901-130 +901-130 +901.130 +901-130 +M-130 38.NV +901.130 +901-130 +901-130 +M-130 +901-130 +901-130 +901430 •• • • • •• ••• •• 48' +W430 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 • • • 0 0 • • W41C +901-130 +901-130 +901-130 +901-130 +901-130 +901-30 +901-130 T_ • ••• • • • • •• • F•- Q • • • • • •• • • LU 80' +901-190 1901-130 +901-130 +901-130 '901.131) +901-130 +901.130 WINDOW • • • • • • • • • uj HEIGHT •• • • • • • ••• •• Z 83' +901-130 +901-130 +901.130 +901-130 +901.30 +901-190 r9d-590 � � 77 +901-130 +901.130 +901-130 +901-130 +901.130 +901-130 +901-130 78' +901.190 +901-190 +90/•130 +901-131) +901-130 +901-130 +901.190 ___]WINDOW S 84• +901-130 +901.130 +901-130 +901-130 +901-130 WIDTH �- C g U SEE SHEETS 184 FOR W Il-' F LOCAWINTIONS AND QUANTITIES. Z Z o TABLE 12: 1 2QU O Da lgi Pressur•01s8 for Windows Attached to s Vertical Frame Assanmgy Tube i O (� J LL Q ..O ID Window Width a Z W W t under 23' 2&15f161 27-314• 30' 33-1/2' 35' 37' 04 tor. 0 AnchorGroup Anchor Group Anchor Orap Anchor Group Anchor Orap Anchor Orale Anchor Group � � N in A B C D A B CAD 8 A,CBD A B CAD A B CAD B A,CA A B CAD �j W s H oder 23' +701.90 +701.91) +70140 +701-0 +7&-0 +701.90 +701-W +701-90 +701-90 +701-00 +701-90 +701-90 +7&-90 +701.90 +701-90 +701.90 +701-90 +701-90 +701.90 +701.90 ., .. = 0 Z 25-75010' +701.90 +7014D +701-90 +701-90 +701.00 +701.90 •701-0 +701-90 +701-90 +701-00 •701-90 .701-90 +7q-W +701-90 +701-0 +701.90 +7q•9D +701.90 +701.90 +701-90 $ O Z 38918' +701-90 +7&-71.8 +701-90 +70).90 +70141 +701-OD .701-90 +701-0 +70'49 +T0/-90 +70'.90 .701.90 +701.90 +701.90 +7&.90 +701.90 +701-0 +7&-0 +Td-90 t 4S' +701-711 -4-57.3 +70/.90 +701.9) -1-64.0 +701-90 +RN-90 +701-90 .701-90 +700-90 +701.87.5 .70(-0 +701-90 +701.90 +701-90 +701.90 +701-0 +701-90 +7014&9 +701.90 Y F 50.518' +149.3 .151.3 +701-90 +701.90 +141.4 +701-11 .701.90 +701-0 +7&-9D +701-90 +70143.2 +7&-90 +79.90 +701.90 +701.9D +701492 +701.90 +701-11 +7&443 +701.90 Q- Z Ov 80' H5B.5 +/-45.8 +7&•84.7 •701.9(1 4-51.8 +7&41.2 +70.1)0 +701-75.9 +71140 +701.59.8 +7&.70.2 +Tq-90 +a.8D.3 +701.78.0 +70-9D +701.7112 +701-90 +700-0 +7&-71.2 +701-0 J O Z W _>~ 63' +155.7 +(•43.8 +7&-807 +70-09.5 +1.49.3 +701.77.3 +7&•90 +701-72.3 +7&-90 +7&45.3 +148.9 +701-0 +701-78.5 +7&.74.9 +701-90 +701-71.8 +701-9D +7&485 +1$7.8 +701-00 J (n ¢ W 8 Q s LLI 4 Q Y U FRAME s J x❑ U ,X 10'MAX -� �+- ASSEMBLY TABLE 13• � I TUBE Design Pm•ssum(pso for Windows Attached to a Horizontal Frern.Assembly Tula T N rn • +aN N El WINDOW n n an Window Width WINDOW FRAME HEIGHT oLL.- under 23' 25150161 27-14' 361 33-t/2' 361 37' ASSEMBLY Anchor Anclar Anchor Anchor Anchor Anchor Anchor0mp Anchor Oromp HEIGHT TUBE ADDITIONAL wzm < ANCHOR Group Group Group Group Group Group WINDOW SV MAX WIDTH I IF REO. A9 All M All B A,CBD A B CAD A B CAD ()' oz Z w Ar undor23' +7&-90 +7&90 +7490 +700-0 +7&•82.1 +701-0 +T01.90 +7&•78.5 •101-90 +701-90 +701-74.3 +7&•90 ADDITIONAL SEE SHEETS 1 A 4 FOR WINDOW ANCHOR u 25-1518' +70190 +701-00 +70-90 +700.90 *7(1-00 +701-0D N&-88.8 +701-90 +701-00 +70144 +7&-90 +701-90 ANCHOR NREO. LOCATIONS AND QUANTITIES.SEE SHEET 389/8' +70190 +7490 +70-90 +7&-90 +7&90 +701-00 +70)-00 +701-90 +71140 +701-90 •701-90 +701-0 3 REQUIROR ANYED FOR THE FR ANCHORS E-SSE \�11 0111 REQUIRED FOR THE FRAME ASSEMBLY � .(LYNN 461 +70'90 +7490 •701-0 *74-00 •7&-90 *701.90 +74-00 +7&-90 *701-90 +701.91) +7&-90 •7&-90 1 WND01N I TUBE. `� ,ZO .......... 1C(�, 6D6W +70190 +74-00 +701-90 +T&40 +7440 +7&-0 +701-00 +70/-90 +70140 +70/•90 •701.90 +701-90 -"I WIDTH Imo- `� .•'y10ENSe 9 BD' .7&90 +701-0 +7&-90 +7&-0 +7&40 +7440 +701-0 +IW-20 +7(1.9(1 +7&•90 +701-90 •701.90 SEE SHEETS 1 8.4 FOR WINDOW ANCHOR .•��.. ...;r�= 83' +7&90 +701-90 •701-1) M-90 +7490 +701470 +74-0 +701-90 +7&-91) +701-0 +7&-90 +T&•90 LOCATIONS AND QUANTITIES.SEE SHEET No.50705 72' +701-0 +701.90 '701-1) *T&-1) +701 90 +701.90 +70'-91) +701-91) +10%90 +7&-90 •701-90 +74-90 REQU3 FOR ANY ADDITIONAL ANCHORS 78' +7490 +7&-90 *7490 +74-0 +T4-0o •ro-o •701-00 +00)-91) +7&•90 *7&-90 •TOY-90 •701-90 TUBEIREDFORTHEFRAMEASSEMBLY -0,.� Io�IC �1 61' +70190 +74-91) +7&-90 +7&-90 +701-00 +70140 :�� T TE P •. fOR10, `G� NOTES: / I SEE SHEET I FOR ADDITIONAL SAMPLE CONFIGURATIONS. '�/ijjAM E ArilgY1ILLEIL P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. �P:E' aa708 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FOR GLASS TYPES: TABLE 14: 5)7/8'LAMI.IG:(1/8"T-7/16'AIR-1/8"AN-,D9Q"PVB;•1(8"W •; ;" PRODUCT)tSV1SED Onion Praswe 0*0 for BYnpls Windows,N Arohor Groups • • •. as c.nplyiog wAh Ino Florida 'PVB�SUTAC BY ICURARAY AMERICA,INC. • • • • • • • • • Building Codo r7��•1 Window Width • • • • • 0.0• • • • A`'`'�TlenceMr) under Zr 26.1878' 27-S4' 30' P.701-0.. 35• 3r ••• • • • •.♦ • E radon Order 2r +70140 +701-00 +701-00 +70140 +701-00 *70140 D7 25.1818' +701-00 +701-00 •70140 +70140 .701-00 +701-00 Mian' PratucT 38,/8' +701-00 +70.90 *70140 +70140 +701.90 •701.90 •• • • • •• ..• •• 48' +701-00 +701-00 +70140 +701-00 +701-00 +701.90 T • • • • • • • 6D.Wr *701-00 *701-90 *70140 +70140 +7460 +701-00 T •.• • • • • • ••70140 *701-00 +7W40 *701-00 +701.89.8 +701-04.6 WINDOW • • • • • • • • • W 83' .701-00 +70140 +7U-00 *70190 +70f-87.2 +7044 +70'-79.9 HEIGHT •• • • • • • ••• •• 72' +701.90 +701-00 -701-MS +701-67.5 *801.70 +80149.4 +601$7.8 1 (n 'V 78' +70-00 +701&0 +70168.3 +701.7&7 +801.87.2 +80146.2 +601-63.3 I WINDOW = W 84' +7Oi4D +701-00 +701-01.3 +801.70 IWIDTH F• 0) Q SEE SHEETS 1 R 4 FOR � 05 .; WINDOW ANCHOR pp LOCATIONS AND QUANTITIES, Z Z d TABLE/5: r Dalen Pressure Ono 6r Windows AlUehed to•Vertical Frame Assembly TubaLL V J O m WlndowWdM Z Q. R order 23• 2575118• 27.Y4' 301 35in• 3s 9r w W 40 Anchor Grow Anchor Gray Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 04 d 0 ul A B C 0 A B CRD B ACRD A B CRD A B CRD 8 ACRO B ACRD �_ ` N Uj undw23' +70-00 +701-00 *70140 .70140 +701.80 +70140 +70/40 +7W40 +70140 +701.90 +701.80 +701-00 +70140 +701-00 +701-00 *701-00 *701-00 afa-00 *70!-00 tp O a Z 25.1818• +70140 +70140 +70140 +701.90 +701•W .70-00 +70140 +70-00 +7040 +70180 *701.90 +70.90 +701-00 v/OI-60 +701-00 +70140 +701-00 0170-00 +701.90 .. � d O D a y 30,/8' +70140 .7071.8 .701.90 +70/•90 +70141 +701-90 +701.90 +70140 +IW40 +701-00 *74.90 .TW40 +701-00 +701.90 +70-00 +707-00 +701-00 +70/-00 +70190 0 So O (n Z 48' +74-73.1 +/017.3 +70-00 +7440 +/•81.8 *701-00 +701.0 +701-00 *M40 +70/-00 *701-67.8 +74.90 *M40 +7078.6 +70160 +70-00 *701-00 +74-6&9 +70-00 c Lij 50-wr +/49.3 +1.51.3 +7060 +7014)0 +/-61.4 +7060 +7060 +70/60 +70160 +7040 +7463.2 +7pr60 *70-00 +70-74.6 +70140 +70.89.2 +7060 +7044.3 +70160 N F.. 0' +/68.6 +148.8 +7464.7 +701-W +141.8 +70161.2 +70140 +701-75.8 +70-00 +7049.6 +74.70.2 +7040 +7040.9 +/42.8 +70-00 +701-78.Z •7086.8 *70-71.2 +7464.0 w 9 IZ Z e3• +J-66.7 +/�3.6 +7460.7 .701.89.5 +1,79.3 +701-71.3 .701-00 +701-723 +7460 +7445.3 *148.9 *7460 +74785 +/69A *7467.2 *701-71.6 + LIJ 70164 +/67.8 +7p-79A 9 Z _(� J N s(D W Q FRAME y m V W (n U 10,MAK ASSEMBLY g ••Q .� TUBE J o-0 ❑ V Si TABLE 18: WINDOWm N Design P/a41Ne 9>N)tar Windows A1laellad to r Horizontal Frame Asambty T7ba `�-- HFJGlif Window Width 1 MA. 2527,14• 30• 93.1n' 35' Jr WNDOW FRAME y�ANDOW i ADDITIONALo17EN3HT AS" •Y WpTM Fes- ANCHOR = m ui a Anchor Aeohor Anchor TUBEZ fArohOrGroup Arohort7rotp Anchor Orap (4),IFREO. 0 0 0 Grail Group Group SEE SHEETS 1 R 4 FOR WINDOW ANCHOR a Y A9 A9 NI B M+7 A B CRD A B C R D 10'MAX. LOCATIONS AND QUANTITIES.SEE SHEET ^o z w under 23' *701.0 +70160 +74-00 +70140 +70/62.1 +70160 +70-7&5 +70140 +7060 +701-74.3 +7060 r 3 FOR ANY ADDITIONAL ANCHORS u + « +70-00 +70140 +7W-8&S +70/•0 +Ta-00 +70144 +74.0 *IW40 T ADDITIONAL REQUIRED FOR THE FRAME ASSEMBLY 2578/18• 701-00 7d-0o «7x60ANCHOR 38-18' +7040 +70(40 +70/40 +70140 +70140 +70140 .701.0 +7x40 +701-00 +7060 «701-00 (4).IF REO. TUBE. tLYNN/8' *70160 +7440 *9440 +74.0 *701-00 +7060 *70-00 +74.0 +7060 +7060 +74� WINDOW 5a&r +70140 +70140 +70/60 +701-00 +701-00 +74-00 +7460 *70160 +70160 +701.90 +70.90 -� 4WIDTH `l` ENSf or +74.0 +70140 +7440 +7460 +701.0 +70688 +70168.8 +70/48.6 +701.64.8 «7444.8 +701-04.8SEE SHEETS 1 R 4 FOR WINDOW ANCHOR W' +70140 +70160 +74-00 +7060 +7067.2 +7044 .70164 +7064 +701-79.9 +701-78.9 +7079.9 LOCATIONS AND QUANTITIES.SEE SHEET - yo.58705 7r +7a6D +70160 +746&8 +70161.6 +801.70 +80.70 *B0/-0A4 *8d6&a *8469.4 +00147.8 +BW87A +80167.8 3FOR ANY ADDITIONAL ANCHORS - 76' +74.0 +746p +7068.9 +74-10.7 +80/67.2 *80/67.2 +04463 *8446.2 *00%85.2 +8&'49.- r8a43,9 +80143.3 REQUIRED FOR THE FRAME ASSEMBLY 9P +701.90 +70160 *701-Bt.9 +80-70 +8461.8 +8441.8 TUBE. "O•, l a�� :W,- P 7 -[O �! NOTES' /� S e/U N A�- •�� 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A/GYryN M4 �'E• 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.N 58705 . . ... .• . • ••• .. .. . . .. .. . . . . . . . . . . . • . . .•. . . . . ... FOR GLASS TYPES: TABLE 17: " • • ••• PRODUCT REVISED Design Pressure(Pen tur SInpM Windows,AN Anchor Groupe 8)7/8LAMI.IG:(3/18"AN-1/4"AIR-3/18"a�-.0067413-WTI Ai4 .• • m coroplyin9 wuh fire Florida 8)7/8'LAMI.IG:(3/18"T-1/4"AIR-3/16"AN .09Q �3/=8"AN'f•• • i ••i Ateen iI.8eat7e x15 W9ndow WIft under 23' 25-15118' 27-/4' 1 30` 33-117 35' 3r 'SG--SENTRY BY KURARAY AMERICA,INC. 060 • 9 • 0:9 • BY wider 23' +90/•130 +94-130 +80/-130 •Bd-130 +901-130 +W-13D +901.130 M 28-1511!' +94-130 +901-130 +90/-130 +94-130 +94.130 +901-130 +901.130 38318' 494-130 +94-130 •901-130 •901.130 +94.130 +901-130 49x•130 •• 0 • • •• ••• 9• 48' +901-030 +94-030 +901-130 +9x•130 x94-130 +901.130 +9x-130 • • • • • i • 50&00 +901-130 +94.130 +201431) +901-130 +94.130 +901-130 *901.130 • ••• • • • • •• • I� Q • • i • • •• • • LLI 89" +901-130 +901-190 +94-730 +901.190 +901-730 +901-130 *901WINDOW•130 • • • • • • • • • W 2 HEIGHT •• • • • • • ••• •• S or +94-130 +BW-130 +90f-130 +9x-130 +901-130 +90/-130 •901-130 C J 77 +90/-130 +94-130 494-130 •94-130 +94.130 +94-124.8 .901-118.7 C3 78' +901-130 +94.130 +94-130 +901-130 +90f-128.2 .001•t10.7 +901-109.8 WINDOW = LJ.I 84• +84-130 +901-130 +90f-130 +94430 4901WIDTH-118.41 �y Q SEE SHEETS 1 A 4 FOR (LI p(f g Q LOCATIONS AND QUANTITIES. ZQ Z TABLE 18: DesW Pressure 9+01)for W Wkm Attached to a V&*aI Frame Assembly Tubet (� J M Window Width Z LU O under 23* 2&15118' 273/P 3D' 33.1r 35" 3r Lf) C14 0. Q CA Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group > A 8 C D A 8 CBD B A,CA0 A 8 CAD A 8 CBD B 1 A,CBD A B CAD tj LU > off 0 under 2W +701-90 +701-90 +74-90 +701.90 •701-90 +701.90 +701.90 +701.90 +79.90 +701.90 +7&-90 +701.90 +74-90 +70140 +701.90 +70040 +70140 +701.90 +701.90 +701AO .,� � � �Z 25-15118' +701.90 +701-90 +701.90 +701-90 +70f90 +701.90 +70190 +700-90 +701-90 +701.90 +701-90 +70140 +701-00 +701-90 +7&-90 +74-90 +701.90 +701•90 +70fm +701-90 $p (n Z WNr +701.90 +7&-71-8 +74.90 +70/40 +701.81 +74-90 +701-90 +74-90 *7&-90 +7&-80 +79-90 +70190 +701-00 +701.90 +701-90 +70,40 4701.90 +701-90 +701-90 +7151.90 W W, 01-90+1•b7.3 +701-90 +701.90 +144.8 +701.90 +701-90 +74-90 +7&-90 +701-90 +74.87.8 +701-90 +74-90 +70)4)0 +7(y00 +701.90 +701.90 +74-90 +70'-98.9 +74.00 Y 50,14r .fM.3 +/54.3 +701.90 +701.90 +1.61.4 +70f•9D +701.90 +701-90 +70F•90 +701-00 +701-83.2 +701-90 +70190 +701-90 +7&•90 +701.89.2 +701.90 +701-90 +7&•84.3 +701.90 (,�! > 0. ecr +/.58.5 +/458 +7 •7i2 +7 • +790 +T -71.2 + 80 JJ >�( `(7 W 2 8 +70190 0 +7 .83 +/A +7 .90 +7 -78.5 +7 -74.9 +7 -90 +7 -71.8 +701 +796 +147.8 +701-9001W Q83' +1-55.7 +-C.B + 7 41r Ly- LU to �U 4Q -p FRAME z J 1) x0 K U h 10•MAX. ASSEMBLY TUBE 0 TABLE 19: o N n N w Deep Parnas(p#0 for Windows Attached to a Horizontal Frame Assembly Tr•6 WINDOW n n HEIGHT pri^ x HWhldoW Width WINDOW FRAME under23' 26.15118' 21314' 30' 33.1fr 3S 37- �C,Hr ASSEMBLY x_�w�j a Anchor Anchor Anchor Anchor Anchor Anchor Arwtar Anchor G -TUBE WINDOW�, DDITIONALk'�.,d 0 0 Group Group Group Group Group Group P P WIDTH AN IFREQ. ^CHOR >as 1RMAX p W AN All AN M B A.CBD A 6 CSD A 8 CBD r SEE SHEETS 1 A 4 FOR WINDOW ANCHOR L) Under 23' +74-00 +7x-00 +7a4t0 +74-00 +701-82.1 +701-00 +701-00 •701-78.6 +701-00 +7x-00 +74-74.3 +7&•00 i ADDITIONAL LOCATIONS AND QUANTITIES.SEE SHEET ANCHOR 25.15/18' +701-00 +701-00 +701-90 4701-00 +74-00 +74-90 4701-09.8 +701-00 +70140 +701-84 +70!-00 +7&•80 (4 ED. 3 FOR ANY ADDITIONAL ANCHORS 38318' +701.00 +7014q +74-00 +701-00 +7014 D +701-00 +70f-90 •70/-00 4701-00 470140 +701-00 +7&-00 REQUIRED FOR THE FRAME ASSEMBLY `��O... 46• +701-00 +74-00 +701.90 +74-00 +7440 •74-00 •7&-00 +70W .74-00 +701-00 +701-00 +7&410 I WINDOW TUBE. Q�.,.•'�tCENgF•.,(�,Q ti0.51B' +701-00 +701-00 4701.90 •74-00 +M-00 +74-90 +7x-00 •70140 +701-00 +70/40 +701.90 +7&•90 ~1 WIDTH 80` +74.90 +70140 +7&-90 +7440 +7440 +701.00 .701-00 •70140 +701.80 47490 +701.90 +701-00 SEE SHEETS 1 84 FOR WINDOW ANCHOR = No.58705 'it 63' +74-00 +701-00 +701-00 +74-90 .74-00 +7&-00 474.80 +70/-00 •70140 +701-00 +70140 +7&-00 LOCATIONS AND QUANTITIES.SEE SHEET 77 +7&-00 +701.90 +74-00 +70/•00 +701-80 +7&•90 +74-00 +74-00 +7x-00 +7&-00 +7x-00 +7&-90 3 FOR ANY ADDITIONAL ANCHORS -•D REQUIRED FOR THE FRAME ASSEMBLY %�) O�f -`A�z, 47&-00 +74-00 +74.90 *7x-00 +70140 +7x-00 +74410 +7014_0 +7&-0D TUBE. %n ST TE O 78' .7&-90 .7490 •70,40 'i •'•;T TEOP,.•• •��•� $r +70(40 +70140 01&-00 •70140 +70/40 .7x-01) ��Sq NOTES., E� t)BEE SHEET 4 FOR ADDITIONAL SAMPLE COtNFIOURATION3. A."AA(,iLLt1,P.E. 2)8EE SHEET 4 FOR SNUBBER REQUIREMENTS, P.E.e 66706 . . .•. . . • ... .. .. . . . •• .• • . . . . • . . . . . . . ••. . . . • ... TABLE 20: --�1 124,�- Item Dwg.6 Description Material ASSEMBLY DETAILS • • •062" • • 1 7002 Main Frame Head SIII&Jamb 6083-T8 Alum •• • "OM• • •• • � ALL DETAILS SHOWN FROM THE INTERIOR • • w • • • •• • • •• T .126" 2 7071 Anchor Plate 6083-TBAIun. • • • • Is •2�s • 1 3 70M Sash Top,Bottom&Side Rall 6003-T8 Alum. ••• •439 • •• .062- 2.701' 4 7008 Frame Corner Ke strict NOM. 5 7009 Sash Comer Key Steel 3j 1 M. 6 7076 Frame Gasket Vinyl Foam 1.159 Vin Foam � t7g� •• •• ••2.139" 7 7072 SashComerGasket Yl • • • • • • 6 7070 Bulb Weatherstrip.'167"x.275" Flex PVC 70 • ••• • • • • •• • 093" 10 7M4 Maxim Multi-PolntLock Steal SASH it F •• 3 •ttSASH TOP, 71 FRAME 11 7026 Locks Plate Steil • S4LL alAMBs • ••�j BOTTOM&SIDE ASSEMBLY TUBE 12 7014 Multi-Lock Keeper Sled ASRECOUiREDPER 2 CORNERS #7002,8063-T6 #7003,-6063-T6 #7004,6063-T6 TABLE 3,SHEET 4 13 7013 Tie BarGulde Nylon 1 I 14 7015 TleBarAssem Steel or 68 i D 7369' 15 702a Maxim ado erator,WWo-24" Sled d � .441' .670' �1.000" � 2203• 16 7087 Maxim Dual Arm O erator,WW>24" steel 1 17 7080 Operator Gasket Vinyl Foam 7 � '�" � •423' .�.� 18 7031 Operator BackingPlate Steel 19 7051 0 rator aoerBlock Nylon 3 FIXED •09 20 7032 Stud Bracket Steel ANCHOR PLATE SCREEN FRAME ADDON FLANGE 21 7033 erator7radc&Slider Dual Arm Sled O #7071,6063-T6 60 #7006,6063-T6 70 #134.6063-T6 22 7023 Egress Hinge He Duty),Manuf.h Truth Sled 23 7050 Egress Hinge/Washable(HD),Manuf.b Truth Steel 6 24 Snubber Anti-blowout Clip Steel 31 Dura Seat Spacer Sled TOB .U� 32 1713 SettingBlock 32"x 3/16"x 1-:VW' EPDM 33 1714 Settin Block 32"x 7 16"x 1- 4• EPDM 85 .667 35 7036 Lemi Bead B W03-76 Alum N 6 LL 36 7042 Laml Bead C 8083-T6 Alum. 37 7059 Laml Bead D 8083 T8 Num. t 38 1224 Vin Bulb Ws ThickBEAD B BEAD C 39 1225 Vinyl Bulb Wst Thin flex PVC 70 -0 35 #7036,6063-T6 36 #7042,6083-TB 50 Dow 899 Silicon Backbedding INTERIOR 60 7006 Screen Frame 3105-1-114 Alum. -+� I+ 772" 61 7040 Screen Comer Ke Polypropotene 6 62 Screen Cloth Flberoass 63 1635 Screen Spline EM.PVC �� 4 .870" 050" 64 320 Screen Spring Stainless Steel �- 70 134 Add-on Flange W63 MAlum. FRAME 71 7004 Frame Auy Tube 6083 TB Alwin BEAD D so #8 32x 2•Ph.Pn.Mach.xrTYPE B stainless Steel CORNERS 37 #lose,8083 T6 PRODUCT REVISED 81 1157 #8x 2'Ph.Pn.SMS Stainless Sled 86 Om alts Co��th the Florida 82 98x 8'Fl.Ph.SMS Stainless Steel 771 I I t I I f f r Accepimee No)5'�J)Q•W 83 AS x 718"R.Ph.SMS Stainless Steil ;\`�O\,t I,YIN LUQ!i�i� Rmud ey mec Revtaion s: Intton Datl )� 84 #8 x 1"FI.Ph.TEK Stainless Steel ��4 ,. �7CENSC •Fp ny 95 It8 x 1•Quad Pn SMS Stainless Steel r z c aer.ed By. Date: Rev s on A: de Pr ad' 86 #8 K 1d/2"Quad Pn SMS Stainless Stsel Plo.50'705 LM 5/15/15 No CHANGE THIS SHEET 87 010x 11r Ph.Pn./TEK StaiNess Stat 891#1&24x9/16"Ph.Pn.TYPE F Stdnlas 81ed =.V' [L'; e Dexriptirn: sown W. 90 #12x1"Ph.Pn.TEK Stai.; steel ;� . _7 ST IS r-/ BOM AND CORNERVIEWS J ROSOWSKI �f.'•.r1OR10P.•'\G�� 1 70 VENICE.TECHNOLOGY DRIVE Title: ,...••••••. �., CASEMENT WINDOW DETAILS-LM&SM 08/08/12 P.O. BOX 1529 ii/fll llltl'1��\ NOKOMIS, FL 34274 Seriea/Model: Seep: Sheet: Wowing No. LM Rn: A.LYNN MILLER P.E. CERT. OF AUTH. y29296 CA-740 NTS 10 OF 10 MD-CA740- A REA 5870 i M IAM I•DAD MIAMI-DADE COUNTY 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) www.miamidade.gov/economy 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_aecepted 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-740F Fixed Casement"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details - LM",sheets 1 through 11 of 11, dated 08/08/12,with revision A dated 05/15/15,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 :••0:0 000.. LABELING: Each unit shall bear a permanent label with the manufacturer's lame or logon oJty, state,0 •• model/series, and following statement: "Miami-Dade County Product Control Apil4d%uniq%ptHerwisp...:. noted herein. 0.0:0 0 & • 0000.. RENEWAL of this NOA shall be considered after a renewal application has been•fited and tbaf!has beeh • 0000 0000. no change in the applicable building code negatively affecting the performance of this'tfoduct. .. • . .. 0000 0000 TERMINATION of this NOA will occur after the expiration date or if there has i.d revisl'on br change....:. in the materials, use, and/or manufacture of the product or process. Misuse of this,N94 as an endorsement • of any product, for sales, advertising or any other purposes shall automatically terminate this tT"Failure.•0 to comply with any section of this NOA shall because for termination and removatof NQA. 0 • . . ... 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade.County, OF.Iaticlh, 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 NOAH 12-1218.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.15 MIAMI•DADE COUNTY Expiration Date: April 11,2018 Approval Date: July 16 2015 '� ! Page 1 PGT Industries t NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i I I A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NDA No. 12-121&11) 2. Drawing No.MD-CA740F-LM, titled"Fixed Casement Window Details—LM", sheets 1 through 11 of 11,dated 08/08/12,with revision A dated 05/15/15, 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 FBG 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740F aluminum fixed casement window,prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted underprevious NOA No. 12-1218.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t'' Edition (2014),dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. ;. 2. Glazing complies with ASTM E1300-0406 0•• • . . .. 0000 • •0000• 0000 00.00. D. QUALITY ASSURANCE 0000.. 0000.. 1. Miami-Dade Department of Regulatory and Economic Resourpm%ER)..•••'. ' 0000 0000 00009 0• E. MATERIAL CERTIFICATIONS •0 0000 .. 0 0 0.0000.. 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ameidca�4nc.for their •0 "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15;expiring o*.1� J116.0' 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ama;aric -Inc.for their ;•••• "Kuraray SentryGlasO (Clear and White)Glass Interlayers"dated 06 L2 Ii, expiring on 07/04/18. Manuel P P.C. Product Control x finer NOA No.1 -0519.15 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5te Edition (2014), dated May 16,2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.11,issued to PGT Industries for their Series"CA- 740F Fixed Casement"Aluminum Fixed Window-L.M.I."approved on 04/11/13 and expiring on 04/11/18. ...00: .... ...... ...... .... .... . . .... .... ..... ...... .... ..... . . . . ...... Manuel Per , Product Control E er NOA No. 15-0519.15 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-2 . . ... ... •. . ... .. .. . . .. . . . . . . . . . . . • SMS'LAMINATED m r LAAENArED GENERAL NOTES:SERIES 740 DESIGN PRESSURE RATING IMPACT RATING • • aLVS STACK*e 0 ••• GLASS STACK IMPACT-RESISTANT FIXED CASEMENT WINDOW VARIES, RATED FORLARGE83MALL • • • • • • •• • .AE�UTACITE PVa 3nr ANNEALEDOR AMEI INKC.. ARILY SEE SHEETS 6.10 MISSILE IMPACT RESISTANCE • • • •+tE•nNNMLEt• • 6YgAe1RAY AMEPoCA INC' NEATSTRENa7HENED • • • • • 4M5• • AlERIS1.INC- GLASS 3I1r ANNEALED OR 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY ••• • • • •• +bANNEALED HEATSTRENa1NENED WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE. 60"WIDTH EXTERIOR GLASS +F PRIOR G1w88 INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 53-VISIBLE LIGHT WIDTH(DLO) C7 —� 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 8,SEE SHEET 2 0• 0 0 • 11VT�GLASS 11116'GLASS DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS 4- �- • a • , • BITE SITE ABOVE 30'IN THE HVHZ,THE OUTBOARD UTE(CAP)MUST 4"MAX. • •• • '' • + TEMPERED. it • • • • 19.O.C.MAX60 t • • • • 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE I IF JAMB IS •• • • • •32• •• • 32 60" ONLY MIAMI-RADE COUNTY APPROVED MASONRY ANCHORS. OVER . MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN GLASS TYPE 1 GLASS TYPES 2&3 PINE,ASTM COO CONCRETE MASONRY UNITS AND CONCRETE _.�__. WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. FT-j Te2•srgcK NOM' 72"NOM. ausale LAA7NATED GlA3SSTACK n+rtAnwrurEo A,SEE 4)ALL WOOD BUCKS LESS THAN 1.1/2"THICK ARE TO BE 69' A / SHEET 2 76" 0.STACK GLASS STACK CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE VISIBLE I HEIGHT +ro'ANEALED y1E.ANNF��eIf OR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. LIGHT / GLASS WOOD BUCKS DEPICTED AS 2X ARE 1-1/Y THICK OR GREATER, HEIGHT 7nr AIRS'PAC , 1114"AIRSPACE HEATSTRENG7 Y KURR AY 1X AND 2XBUCKS(WHEN USED)SHALL BEDESIGNED TO (DLO) / WANNEALEDOR PVB9YRKURARAY SWANNEALED AW"SGA.ING. RAY PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK TEMPERED AMERICA,INC. GLASS'-,,. AAIEfsCA,INC. DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE 112^ANNEALED 39 3116'ANNEALED OR ENGINEER OR ARCHITECT OF RECORD. EATSTRENGTWNED GLASS 23'O.C.MAX.. GLASS IF JAMB IS —� EXTER --T 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND 60*OR LESS. 11116•GLASS 11116"GLASS WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT 37 SITE 37 BITE EMBEDMENT AS SPECIFIED ON TABLE 3,SHEET 4.NARROW 1 JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 11 INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL 23.O.C.MAX IF B I 19.O.C.MAX.IF SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF HEAD OR SILL 31 32 AD 31 32 60 INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE IS 60'OR LESS. IS OVER 60". SCOPE OF THESE INSTRUCTIONS. GLASS TYPES 4&5 GLASS TYPES 8&7 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TYR ELEVATION OF FIXED CASEMENT WINDOW lar NOM. THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY GLASS GLASS STACK OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS TABLE 1; Goss STACK IMPOSED ON THEM BY THE WINDOW. 3HW ANNEALEDOR GI888 Types Shoot 11 114'AaLSPACE HEAT.STRENGrrE�7EDGLASS ?)DESIGN PRESSURES: snrTEMPEREo .E80"gMOLVA A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST 1 5118'Lemi(1/8 An-.090"PVB-118 n) B 39 6'AN EA ED OR .,q. PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 39 HEA ANNEALED EN B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, 2 7118'Lami(3118 An•.090.30-3118 An) 8 EXTERIORHEAT-STRENGTHENED GLASS STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS 3 7/118"Laml 16 HS-.DOW SG-3118 HS 9 PER ASTM E1300. 4 716"Leml.IG(118"An-7116'Air-1/8"An-.090'PVB-118"An 10 11118"GLASS 5 716"Laml.IG 118"T-7/18"Alr-1/8'An-.09D'PVB-1/8'An 7 37 BITE 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 6 7/8"Laml.IG 3118-An-1/4' r- 16"An-.090"SG-3/11 V An 8 TO RESIST THE GN PRESSURE. CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33.113%STRESS INCREASE 7 718'Laml.10 3116'An-1/4'Air-3118'H3-.090'8G-3118-HS 9 .� HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 8 7/8"LarrJ IG 3/18-T-114"Aar-3118"An-.090-SG-3/18"An 8 31 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 9 7/8-Laml.IG(3116"T-114"Air- 18"HS-.090"SG-3/18-HS 9 � � PRODUCT REVISED ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •PVB"-SUTACIT INTERLAYER BY KURARAY AMERICA,INC. [Ou dA - �Odd,'IA the Plor11dt WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE GLASS TYPES 8&9 e REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR "SG-SEN7RYG NTERLAYER BY KURARAYAMERI INC. BVii+Pedgn aak 1 S-O 1S Revised Dote: Revision B: ei CORROSION RESISTANCE. \��ANY LYNN 'I,yi �� /�I 9 REFERENCES:TEST REPORTS FTL-7003,3579.3580,3724; "� > •-••••gF � M product" a1 GENERAL NOTES.............................1 +CEN (I` ELCO ULTRACON NOA:ELCO CRETEFLEX NCA:ANSIIAFSPA NDS �: '•. Rev sad D+" Dole: Revision rI ELEVATION.......................................5 :�: STH EDITION(2014) FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN GLAZING DETAILS.............._..........1 No.50705 >'r• LM 5/15/15 FOC UPDATE MANUAL INSTALLATION..._............................2 - Grown By.- ASSEMBLY y:ASSEMBLY TUBE DETAILS.............3 _ ® D—'iplion: ANCHORSPECIFICATIONS....__....4 "° ''�` GENERAL NOTES&ELEVATION J ROSOWSKI ANCHOR QUANTITIES................._.4-5 I V �5 DESIGN PRESSURES....................6.10 n`. S E F `(V�\ 1070 TECHNOLOGY DRIVE r,1a: Dale: `z N.VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS—LM .,,•,•. 529 08/08/12 NOKOMIS ASSEMBLY DETAILSIBOM._...........11 . I�FL 134274 Senes/MadeC Store: Sheet: Draeing No. Rev: rA'1yM•IAILIER'P.E. CERT. OF AUTH. p29296 CA-740 NTS 1 OF 11 MD-CA740F—LM A RE.a 66706 . . Or . . . ... .. .. . . . .. .. . . . . . . . . . . . INSTALLATION EDGE _.t INSTALLATION • •• +•• ••• • •+ INSTALLATION OPTION 1 DISTANCE �~ —I— EDGE DISTANCE OPTION 2 OPTION 4 • • • • • •• • • •• CONCRETEICMU INSTALLATION INSTALLATION ANCHORS INSTALLATION • s • • • • • • • PERANCHOR ANCHORS DIRECTLY • • • • • • • • • • ANCHORS DIRECTLY INTO 2X WOOD. REQUIREMENT BUCK M4DTH INTO METAL. EMBEDMENT INTO MASONRY. TYP.A14CHOR •_�.�, •. 114'MAX TYPE, SHIM EMBEDMENT AND . • • • • •• ••• •• ASjTALE3� EDGE DISTANCE ' 4 • • • • • • • • • PSE STEEL PER SUBSTRATE, • ••• • • • . •• • SELF-DRILLING SEE TABLE3.T 3 • • • • . •• • • SMS,SEE TABLE 3, AS REQUIRED 1 SHEET4. • • • • • • SHEET 4. PER TABLE 3, 2 •• • • • • • ••• •• SHEET4 L APPROVED 3 EDGE MULLION,ALUMINUM. DISTANCE STEEL FRAMING OR 36 39 STEEL STUD. 3637 35.37 EMBEDMENT •• ; VISIBLE LIGHT WIDTH(DLO) -- EXTERIOR 70 WINDOW WIDTH OPTIONAL FLANGE @ HEAD, HORIZONTAL SECTION A-A SILL 8 JAMBS SEE DETAIL Al,BELOW NOTES: NOTES: 1)WHEN INSTALLING VISIBLE LIGHT FORMULAS WINGHW1)USE ONLY SUBSTRATE-APPROPRIATE 1 / ADDITIONAL INSTALLATION STALLATION HEIGHT:WINDOW HEIGHT 7 TS, WIDTH:WINDOW WIDTH-7 LIGHHEIGHT VISIBLE ANCHORS LISTED ON TABLE 3.SHEET 4. / / .L ANCHORS MAY NEED TO BE FOLLOW EMBEDMENT AND EDGE HEIGHT DISTANCE LIMITS.ANY INSTALLATION / 10MAX THE (a-C) BUCK OPTION SHOWN MAY BE USED ON ANY WINDOW FSTALLED FRAMES AT 10'MAX. WINDOW. FROM EACH SIDE OF THE FRAME HEIGHT SIDE OF THE i / ASSEMBLY TUBE CENTERLINE EXTERIOR SEE TABLE BELOW: a2)ALL WOOD BUCKS LESS THAN 1-1YY THICK ARE TO BE CONSIDERED 1XAdMimal 10' •y„I , / S&Mill•Fnchom � Tube-ch INSTALLATIONS.1X WOOD BUCKS ARE ATI OPTIONAL.UNIT MAY BE INSTALLED I Window Anchor DIRECTLY TO SUBSTRATE.WOOD BUCKS I-.—,SEE DETAIL A2,BELOW LL Width A 8.0&0 DEPICTED AS 2X ARE 1.1(C THICKOR I 17'-22.9' 0 0 GREATER.1 X AND 2X BUCKS(WHEN USED) 2Y-2&Ir 0 1 SHALL BE DESIGNED TO PROPERLY > 2C4 1 i TRANSFER LOADS TO THE STRUCTURE. — 38 39 WOOD BUCK DESIGN AND INSTALLATION ~ deX p1 IS THE RESPONSIBILITY OF THE ENGINEER LL Height A 8,C 8 D OR ARCHITECT OF RECORD.MAXIMUM 17'•22.0 0 0 3 SHIM THICKNESS TO BE 114'. 23'-25.Y' 0 1 1 DETAIL 20'� 1 1 DETAIL PRODUCT REVISED 4 Al A2 as domFlying with the Flarda Bolding Code vi Aceytlence Nod OSIg•1!S 1X WOOD �� Y I.YNh� Revised By: Dots. Revision R: ireliod 018 BUCKSTRIP, SEE NOTE 2, ,Z,ON...•• THIS SHEET. P�.,.• \�CENS• Revised By. Ogee: Revision A Mwni TYP.ANCHOR TYPE. 114'MAXSHIM ='Y; ND.50705 ''•'t/s LM 5/15/15 1 No CHANGE THIS SHEET EMBEDMENT AND EDGE Drown By: DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 4. CONCRETE EMBEDMENT T)'•�' /d111S �Q; GENERAL NOTES&ELEVATION J ROSOWSKI PER ANCHOR :�Q'•. S ATE ATE l � 1070 TECHNOLOGY DRIVE TRW Dots: REQUIREMENT •'. '•�;$' . ORIDP.•' \ N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 INSTALLATION OPTION 3 %, S, ' '••.. `�a,` P.O. Box 1529 '� /�r��).�;;•.` NOKOMIS. FL 34274 Serka/ModN: Scale: Sneel: Ordwinq No. Rev: INSTAILLATIONANCHORSTHROUGH VERTICAL SECTION B-B '��,,, IX BUCKSTRIP INTO MASONRY. AV4N MILLER,P.E. CERT. OF RUTH. @29296 CA-740 NTS 2 OF 11 MD-CA740F-LM A P.I a se7os . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FIXED CASEMENT(0) FIXED CASEMENT/CASEMENT(OX) AWNING/CASEMENT/F&D!pVEMFjNj(m-0). •; ..� PRODUCT RL•VISED • • • • • • m complying with Itro Fimida 6vildiug Code tri-F'5�N.�, FIGURE 1: FIGURE 2: 740 SERIES.j.r • • ••• • Lh pupation Dale rr11w�1 AWNING N+a IE 1 �WINDOW� ►D FRAME fa► • ••• •WINDOW �"''ASSEMBLY • • • • • • • •HEIGHT TUB •• • • •.# •# I•ItomE ASSEMBLY TUBE NOTES: l~ a Q 10•,SEE NOTE 7, ►D . • • • • Lu THIS SHEET •• 0-10. • • •.• .TIP-T NSKDIM DIMENSIONS ARE L 740 SERIES TIP-TO-T1P DIMENSIONS FOR EACH � �h —CASEMENT—� INDIVIDUAL WINDOW.FOR SIZES NOT tWINDOWSHOWN,ROUND UP TO THE NEXT mWINDOW I _ r AVAILABLE WIDTH OR HEIGHT = WIDTH Imo' 7,w1 � DIMENSION SHOWN ON THE TABLES. � BE z'Q 740 E SERIES LLI FIXED ASFRAME g Y SERIES FRAME 2)ANY 740-SERIES PRODUCT J .g CASEMENT `ASSEMBLY CASEMENT,AWNING OR FIXED o CASEMENT TUBE WINDOW '� WINOf)11V � � E TUBE CASEMENT)MAY BE ATTACHED TO Q J Q $ THE FRAME ASSEMBLY TUBE.FOR La `740 SERIES ALL WINDOWS,USE THE WINDOW'S 1 � Q W — FIXED NOA FOR ANCHORAGE,SIZE AND V ~ 0 LL CASEMENT�+ DESIGN PRESSURE LIMITATIONS. Z 0 0 BEE PRODUCT'S NOA FOR 3)ALL W W DOWS IN THE W Q 5i M \ INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TOC14 co 740 3F3tIE5 INDIVIDUALLY COMPLY WITH THE r, Z CASEMENT EXTERIOR �� REQUIREMENT3OFTHEIR O } RESPECTIVE NOA. .. - ..� J I"" Z WINDOW / 8 � 8 O m W 4)FRAME ASSEMBLY TUBE TO BE 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN _ AWNING CASEMENT DETAILS,WITH MIN.#12 X 1•SHEET `1 � W FOR SINGLE UNITS: WINDOW WINDOW METAL SCREWS.USE THE SAME U) m m 1)DETERMINE YOUR WINDOW SIZE SPACING AND WINTRY AS THE MIN.#12 X I SMS THROUGH FRAME OPPOSITE FRAME MEMBER J O W U < AND GLASS INSTALLATION HOLES FRAME ASSEMBLY l'J O g Q 5)THE FRAME p35EMBLY TUBE MAY W \V 2)10•IOWINOYOURANCHORTYPE ASSEMBLY TUBE IN LENGTH( ; $� uX AND SUBSTRATE,DETERMINE IN 6 EXCEED ELANGED WINDOW)OR BE J 8$ YOUR ANCHOR GROUP FROM MIN.#12 X MIN.012X 12 X USED IN TEE OR CROSS z S LL 1•SMS CONFIGURATIONS. TABLE 3,SHEET 4. 1•SMS THROUGH THROUGH 740 e 3)FROM SHEETS 8-10,FIND THE INSTAUATION CASEMENT HEg�TI�8)THE FRAME ASSEMBLY TUBE IS O o N m N N SHEET FOR YOUR GLASS TYPE. HOLES WINDOW' FIND THE PRODUCTS DESIGN NOT REQUIRED TO BE CUPPED TO v iv 740 SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR PRESSURE FROM THE TABLE FOXED EXTERK)R FRAME CASEMFM JOINTS TO BE SEALED BY INSTALLER LABELED'DESIGN PRESSURE CASEMENT ASSEMBLY WINDOW 740 SERIES z Lj m (PSFJ FOR SINGLE NMPDOWS,ALL TUBE FOXED 7)FOR ALL COMBINATION UNITS, w_ WINDOW EXTERIOR EXTERIOR z ANCHOR GROUPS". CASEMENT ADDITIONAL INSTALLATION ANCHORS HORIZONTAL SECTION C-C a WINDOW MAY NEED TO BE INSTALLED O z z 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT o TIP-TO-TIP.FOR SIZES NOT 10•MAX.FROM EACH SIDE OF THE SFI .ROUND UP TO THE NEXT FOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION D•D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 b 2,THIS SHEET.DETERMINE YOUR ANCHOR FROM TABLE 9,SHEET 4. CENTERLINE.SEE TABLE BELOW: � N,( LYNN AO!/'�i,� DIMENSION SHOWN ON THE Adad"Arapm PA**W on each �� 0 TABLES. SM*dOw Fame As Tube(FAT) Tjlps 6)USING THE TABLES LABELED 2)FROM SHEETS 610,FIND THE SHEET FOR YOUR GLASS TYPE. WIMow Anchor "KINOOWANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED •1MNDOWANCHORS REQUIRtTY(TABLES 2A b 2B,SHEETS 4 8 5j.THIS MUST BE DONE FOR EACH WINDOW IN LL Width A S.C g D No.58705 (TABLES 2A 6 2B,SHEETS THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND OF TO 1P-22. 0 0 _ DETERMINE THE NUMBER OF THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. > C ANCHORS NEEDED IN THE HEAD, 28'- 0 1 -fJ l b 15• (Lj SILL AND JAMBS OF YOUR 4)USING THE TABLE LABELED WNDOWANCHORS REQUIRED'(TABLES 2A 6 2B,SHEETS 4 6 5),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND H WIl-KIW Andw T Q••. S ATE F WINDOW. JAMBS OF YOUR WINDOW. LL Helgtd A B,Ca0 ��'h�'•..FLORI�P.•'•��: 8)INSTALL AS PER THE 5)INSTALL A3 PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED(SEE . g i,s�S(()(\f!�),F•�,"� INSTRUCTIONS ON SHEET 2. 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). 2gY 1 1 25. A.L1IPft)bkAI P.E, P.E.#58706 . . •e e .e . . ... .. .. . . .. .. . . . . . . . . . . . TABLE 2A: • • Window Anchors Required(3r and Less on Short Side Dimension) '; • • • •: ;•' PRODUCT REVISED • • • • • •• as M"plyinswith Oro Florida Shed Side ' ' Anchor Type u 31-112, /2' 000 , • • • Aceeplake A B C D A 6 C D A B C 0 A B C D A B C D A B C D A B C 0 A B C ' • ••• • P1el i8 under 23" SSat SIdde 2 1 2 2 2 1 2 2 1 2 1 2 2 2 2 1 2 12 2 2 1 2 1 3 1 3 3 3 3 1 3 3 3 3 9 1 3 1 3 3 3 3 3 By Ptadu Lora Side 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 2 •, . . . .. ... .. 25.15!18" Shat Z 2 2 2 2 2 2 2 '2 2 2 2 2 2 2 2 3 3 3 9 3 3 3 3 3 3 3 3 3 • • • • • 95' Side 3 3 3 9 3 3 3 3 3 3 3 3 3 3 3 3 9 3 3 3 3 3 3 3 3 3 3 3 3 3 3 • ••• • • • • •• , Q Shat 3lde 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 4 3 1)USE THIST FOR AI.CWIRDOWS.PEi 11HE , Lang Side 3 3 3 3 3 3 3 3 3 4 J 3 3 4 3 3 3 4 3 9 3 4 3 3 3 4 3 3 3 4 3 3 ELEVATIgAI N�iEE:1.SlVOISI f4S SHOWN • W 97 Shat 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 9 9 3 3 9 3 3 3 9 3 3 3 4 3 3 ARE TIP-TO TIP. • • ••• •• µ, Lag Side 3 4 3 3 3 4 3 3 4 4 3 3 4 5 3 3 4 5 3 3 4 S 3 4 5 3 3 4 5 3 3 LL Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 9 3 3 3 4 9 3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE Long Skis 4 5 3 3 4 5 4 5 3 3 4 5 3 3 4 5 3 3 4 8 3 3 4 6 3 3 5 8 3 3 NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION 44-114• crt Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 J 9 3 3 3 3 3 3 4 3 SHOWN ON THE TABLE. J z Q Long Side 4 5 3 3 4 b 3 3 5 B 3 5 8 3 3 5 8 4 3 6 8 4 3 6 6 4 3 5 7 4 53•V6' Shod 2 2 2 2 2 2 2 2 2 2 2 2 9 3 3 3 3 3 3 3 3 3 3 3 4 3 3 INVER3)THETED.WINDOWS SHORT AND LONG SIDE MAYBE (n 1 INVERTED. L] 5e' Lag Skis 4 8 4 4 5 6 1 6 8 4 5 8 4 4 5 1 4 4 8 7 1 4 8 7 4 4 8 7 4 1 Q Q 0 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 3 9 3 9 3 3 4 3 3 4)SEE NEXT SHEET FOR ADDITIONAL d F- 63' L Sidi 5 fl 1 4 5 7 1 1 8 7 1 1 6 7 4 4 S B 4 4 6 8 4 8 8 6 4 7 B b INFORMATION. 0 Bhat t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 4 3 3 g Z _ (1&13'18' Side 7 5 5 6 6 5 7 5 8 8 5 5 8 8 6 5 7 8 ti ti 7 9 5 1 9 5 = F— 0 p{ Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 3 rr 871/2„ Lag Sida 5 7 5 8 7 5 8 5 5 8 8 5 5 7 8 5 7 9 5 5 7 9 5 5 7 9 5 6 N = Q Short Side 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 �„ Lang SWe 5 7 5 5 6 7 6 5 6 6 6 8 6 5 5 7 8 5 5 5 5 5 7 9 5 5 r d Z Shad Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 9 4 3 W p Z N 70' Side 6 7 5 5 8 B 5 5 8 6 5 6 8 8 5 5 7 9 5 5 7 5 5 7 9 5 5 8 10 5 6 •• g 8� S hods 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 J 3 3 3 3 3 4 3 3 0 o p Q Z x n, e 6 7 6 5 0 e 6 5 7 8 5 5 7 8 5 5 7 9 5 5 7 9 6 5 7 9 5 5 6 0 6 5 LI W e 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 74• e 8 7 5 6 6 S 5 7 6 5 5 7 9 5 5 7 9 5 8 10 5 5 8 10 5 5 8 10 6 5 de 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 9 3 3 3 3 3 9 3 3 1 3 3 C s 8 8 5 5 7 B 5 5 7 9 5 6 T 9 5 5 8 9 5 5 8 10 6 5 6 10 8 5 B 8 5 SAMPLE CONFIGURATIONS: J O O t) ' de 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 J 3 3 3 3 4 3 3 e 7 B 5 5 7 9 5 5 8 10 5 5 8 10 8 6 8 11 6 5 9 11 6 6 9 11 6 8 t0 12 7X pa Wde2222 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 333 3 J333 4X X X O R Z y X m114" e 9 12 7 7 10 U 7 T ll 14 8 7 11 /4 6 7 12 15 8 B 13 18 9 S 13 16 9 8 14 1T f0 9 J o Q r=LL Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 9 3 3 3 4 3 3 1 Lap Side 11 14 B 6 12 15 9 8 1 18 0 e 13 17 9 9 14 18 10 9 5—1—9 11 10 15 19 11 10 X Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 9 3 3 3 3 J 9 3 3 ,n o a Sloe 12 15 9 9 13 1 9 9 14 18 10 9 15 18 10 9 18 20 11 10 X O O oras m 145' Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 rYi,�n awn X O s TABLE T. TABLE 3:(amt.) z w Min Mku. MN•. Anchor Mln. Min. Anchor :U 0 Group Anchor Substrate Edge O.C. Embedment Plate Gray Anchor Substrate Edas O.C. Embedment Plots X O X X X _>o:x o Distance Distance Required? adence Dlstenoe RaR4ran oZ o w 114'steel Uhracon Hallow Block 1• 8• 1414 No Pine tH8' as Q v S.Piro 516' 1- 13/8' No 614,steel SMS(G5) 608515 Nan. 3!E' !i!6' .0119' Yes A I A 014,steal SMS(GS) 8063.75 Nan. Wr 618• .050' No or e14,410 88 SMS _A36 Steel 318' Sir .050' Yes or#14,410 38 3M3 A98 Steel«- 31fr � ,035'20 On. No 2.85k Concrete Stud,Gr.33 11 4" .045111181314' Yes �.O O O �� ,ONY......A053 Slucl. 33 S.Pine 51111' 1' 1310• No 2.95k Concrete 2-12' 4' idle' Yee �H ��..•' �10EN�F'•.(fr i 114•awl UUaoon F !1 F k12 steel SMS(GS) BO57 T5 Num. 3!6' S/e' No D Hollow Block 2.1/2• 5• 1414' es E(� E B or 812,410 88 SMS A36 Steel 31B' Sib' .050' NO Filed Block 2.112' 4 1314" esSJR _ No.38705 A653 StA Or.33 319• 51W .035'20 Ge. NO 114 41088 3.35k Concrete 1' 6' 1.914' 2.0%Concrete 2.112' 4' 1.398' No Cratsgex Follow Block 2-t12' r 1.1/4 No �15 114'steel Utrawn 2.e5k Concrete 1' 4' 3.5k Carrots 1.114' 6' 1.3/4' No 1)OPERABLE(X)WINDOWS MAY BE CASEMENT :Q Hollow Block 2.17P 5+' 1.114 5114'steal Ulracon Hollow Block 8-tie• ti' 1.1/4' No � K1 WINDOWS OR AWNING WINDOWS OF THE SAME C S.Pins 5!0' 1' 1315' Yss A Failed Block 2.112' S' 1314' •No - (O''•F(ORtD1" 012,a1w18M6(OS) e063.18Num. 916' Sir vii Yss SERIE9. 'i�'45/••.....• or/12.410 S8 SM8 Pah eteN 3/6' 616' .050' Ya 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. �r//"' lVt11_ Ae63 Shad,Gr.33 J/6' Sl6' .045' 18 W. Yss 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. A.LYNN VEEP,P.E. P.E.a5e705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TABLE 28: Window Anchors Required(Over 3r on Short Side Dimension) • •• .•• 000 • •• MODUCT REVISED shot • • • •• • as complying with the Ftald6 e • • • • • •• BIdldlag Code Anchor Type 40' • • • • • • • Acceptenm No)C✓'"O Jam'14j.,�17 A 8 C D I A 1 B 1 C 1 D A E C D A B I C I D I A 1 B C 0 A 1 6 C D A 1 B 1 C O 1 A I B I C 1 D A 41119 00 n • • ••• • Bxpimtionl)nl0 ?-01d (;be 2 2 2 2 2 under 23" Shad 3 3 3 3 _v 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 4 6 6 4 4 5 8 4 5 7 5 5 BY Long Side 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 2 2 2 2 2 2 Miem' 25-15I1Q' Side 4 3 3 3 4 3 4 5 3 3 4 5 3 3 4 6 3 3 6 6 4 4 5 6 4 4 5 7 4 7 6 0 ••• •• ••• •• L Site 3 3 3 3 ) 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Shad Side 3 4 3 3 4 5 3 3 5 B 3 3 5 0 4 3 5 7 0 B 4 4 8 6 5 1 7 9 5 •• • }•• • • •• • Q 37" Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 4 3 3 3 4 9 J 9 4 3 3 4 3 1;USi TH(yi T�C ALL WINDOWS PER Shad "m 4 3 3 1 5 3 3 5 5 3 3 5 7 4 3 5 7 6 4 5 6 4 4 7 6 5 4 f 5e 11HE ELiVATllyd3 N 1Eq 1.JIp61SIONS = 41' 8 4 5 3 3 4 6 3 3 4 5 3 3 4 5 3 3 4 ti 3 3 4 5 3 3 4 5 3 3 4 5 3 4 5 3 3 SHOWN ARE TIP-TO-TIP. to J Shat(Sim 3 4 3 3 1 5 3 3 5 0 3 3 B 7 4 4 0 7 4 4 8 8 5 4 7 S 5 4 7 9 5 5 S u' Lap Silo 6 8 3 3 6 6 3 3 6 6 3 3 5 6 3 3 5 6 3 3 5 8 3 3 5 6 3 3 6 8 J 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 44.1/4' NEXT AVAILABLE SHORT OR LONG SIDE Z A Shad 61m 3 4 3 3 4 5 3 ) 0 3 0 7 1 1 0 7 4 8 5 4 7 9 5 5 7 9 5 5 8 J Sim 5 7 1 4 8 7 1 1 8 7 4 4 B 7 4 4 6 0 7 4 4 8 7 4 4 6 7 1 1 8 T 4 4 DIMENSION SHOWN ON THE TABLE. 5&1/r Short Sim 3 4 3 3 4 6 3 3 5 6 3 3 6 7 4 4 6 7 4 4 T 8 5 4 7 8 5 5 6 91 5 5 S 11 6 5 W W n SIM 6 8 4 4 0 8 5 4 7 8 5 4 1 8 5 4 7 S 6 4 7 8 6 4 7 8 5 4 7 0 4 8 5 4 3)THE WINDOWS SHORT AND LONG SIDE MAY Z J C] BE INVERTED. Shad Side 3 4 3 3 4 6 3 3 5 8 3 0 7 4 4 0 7 1 4 7 8 5 4 7 9 5 5 8 to 0 5 8 11 8 5 Q Long Sim 7 9 5 4 7 5 5 9 8 10 5 5 8 t0 5 5 6 10 6 5 6 10 6 5 0 10 6 5 5 4)SEE NEXT SHEET FORADDITIONAL g W m ad 3 4 3 3 4 5 3 5 3 8 4 4 6 T 4 7 8 5 1 7 9 5 5 8 10 6 5 & 1 b INFORMATION. () Ls 8813H6, Lon Side 7 9 6 5 g 10 6 5 8 10 B 5 a 11 6 5 8 11 6 5 6 11 6 5 6 11 0 5 g 11 a 6 B 10 6 5 O W 3 Shad Side 3 4 3 3 a 5 3 5 6 3 3 0 7 4 4 0 7 4 1 4 7 9 5 6 8 9 5 5 8 11 6 67-112' Side 8 10 S 5 6 10 B 5 6 10 6 5 8 11 6 5 8 11 0 5 8 11 6 5 8 11 8 S 11 5 8 11 6 5 Z Q o Shod SM 3 4 3 3 4 5 3 3 5 8 3 3 B 7 4 4 6 7 4 4 7 8 5 4 7 9 5 4 1 9 5 5 1 6 5 D �, Long Side 8 10 5 5 6 1 8 5 11 8 5 9 It 8 5 9 11 8 5 9 11 6 6 0 11 6 6 9 11 6 10 d Z Short Sim 3 4 3 3 4 3 3 8 7 4 4 6 7 4 1 6 8 5 4 7 9 5 4 9 5 N �„ Lon Side 6 10 6 5 8 1 5 9 11 6 0 9 11 6 0 9 11 8 B 9 11 8 6 9 11 8 8 9 1t 6 6 ~ Short Side 3 4 3 3 4 6 5 3 6 7 4 4 0 7 4 4 8 5 4 7 8 5 4 7 9 5 5 0 1 j o 0 Q Z Z M„ Lon Bids 6 10 0 6 9 11 6 0 9 11 5 6 9 11 5 6 9 1 6 0 9 1t 8 8 —1—1 8 6 9 11 8 0 W W Short Side 3 4 3 3 4 6 9 3 g B J 3 5 7 4 4 6 7 4 1 8 4 4 1 8 4 7 9 5 d Lan Shk 9 11 B 6 9 —11 8 9 12 7 B 9 12 7 8 9 12 7 B 9 12 7 8 9 12 T 6 W 7Y Shad Side 3 4 3 4 5 5 8 3 3 Cr 5 T 4 4 6 7 4 4 6 4 0 8 S 4 p (n Shat SWe 3 4 Long6 3 4 5 J 3 6 8 3 3 5 T f 3 6 7 T77 6 8 4 1 6 8 5 4 _ W 0 Q $a Long Sim 10 13 T B 10 1 T 7 1 1 7 7 10 13 7 7 10 13 Short Side 3 1 9 3 1 5 3 3 6 5 3 3 5 6 4 3 6 6 4 3 p '� n U W p V 10/• L Sim 14 18 10 9 e: J o K Z e LL S ad Sim 3 4 3 3 $Q EXAMPLE 1:FOR WINDOW SHOWN BELOW,7/18'ANNEALED LAM.GLASS,1/4'MASONRY ,n m ANCHORS INTO CONCRETE,+70/.80 PSF DP REQUIRED,NO ANCHOR PLATE o,rn w m vVi n 10'10' ij —JII+4 0 z o ,1 4. I_ �>a:y AWNING ANCHORS(SEE SEPERATE NOAk FIXED CASEMENT ANCHORS: n�2i z A)FROM TABLE 9.ANCHORS C&D ALLOW A DP OF-70/.90. / 11 A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF*701-83.1. v B)FOR THE JAMB,FROM TABLE 3.ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 1 B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND I t I DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 10'� / SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. �` y V.YNN C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. Y.--. � 13.25' C)FROM TABLE 28,5 ANCHORS ARE REQUIRED IN EACH JAMB. �.$e1 •' \GENot; �F 81' r ••.TC D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE.HEAD&SILL. - 7c No.56705 E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. \ E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 1: 17 O (C/ F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY l \ + F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME SOF ' Il/ TUBE SIDE OF THE AWNING(HEAD&SILL). 1 1 ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). 2T T 20' A.I44) NFt PE. 48' PAN 5670e r . � P .. .. . . . .. .. . . . . . . . . . . . FOR GLASS TYPES: 1)5/16"LAMI(118 AN-.09dr PVp-'• • •1/8 Af� • •• •i ;�' vRoaucT REVISED •• • • .• W c,,AyI•B with the Florida 'PVB'--ff CRE INTERLAYER BY KY • • • • • Duildl6g Code 15��1q.15. •.• '• • • • • • AceePt-a No TABLE 4: � • • 000 • E reU n Pak 7$ DmWPro (p.Oarel)p.WkWaft,AllAronorDuupe I T niimn Dade tr 61ar16Na �- I •• • • • !0. •• ut04r 23' 2616H6' Z/aM• 33-11Y ST 44` 461/Y 63-118' 09' 63' LONG • • • • • E .7040 T+7oII..l 40 .m .701-00 . +7&40 .m +70140 • SHORT SIDE • 000 SIDE • • • • •• • Q +70.90 704D .7040 +701.90 .70140 +7040 ,7040 .70.x0 ,70140 • • • • • •• • .7040 7&40 001-E +7a-0D .70140 +701.90 .7&441 +70677 .701-70.1 SHORT ••• : : ••• : : :.• ••• _ +7&.90 7040 +7W40 +701.90 +70140 47&411 .901-70 +ea47.1 ."-dts LONG I I +7040 m-90 +7049 +7a40 +7044.1 .7801.1 .001-70 +901432 SIS -�1 SIDE LL +7040 7x40 .7040 +7044.1 +901.70 +8x-70 .0047.0 f_n O0+70.90 70140 +m4A2 .70-77 .001.97.9 +00141.21)SEE SHEETS 1,4 8 5 FOR WINDOW ANCHOR Lu+70r-80 70140 .m-78.6 +701.70.1 +Ba41.6 LOCATIONS AND QUANTITIES. = a J f, 70• +70140 .76.7 +148.4 01/46.9 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY r z Q e4• .r0190 .7040.4 .70.71.3 +/•W.2 OR HORIZONTALLY AS SHOWN. aU Z z a o0 U TABLE b: .� � � LL DMlpn Pra m(pal)hNh don AUKW to e Frame Aaaw"71Le T WYrdo•D/me Ion w Ut9UW 2616N6• 21.314' 33-12' ST 44• 46114• 53-W 69' �' � � a- G1arp Gnaw Gr" Awlw GroW ArOm Grow Anoaa Craw Arww GrotV Areas Omp A-I-Grave Amba Grate ` W S (n AN All r A,CAD B A.CAD 8 A B CAD A B CAD A B CAD A B C D A B C D L �j ° undo 23` +70.90 +7040 +mop +7&.90 .7&42.1 +7040 .Ta-74. +m-79.7 +182.5 +7040 +70.727 +/480 +7040 N-00.1 +141.8 +7x40 +148.6 41-CA +7047.6 +mop +4Gi7 N•4J.0 +70140.7.70-09. S � !CQO = W �Z 25,11110• +7&41) +7040 +7040 +70f-90 +7040 +7044 •7040+7x•70.7 +7014D +7040 .1.84.4 +7&40 +m110 +1•88A +7040 +7440 +1.63.8 +m44 +70m +7040 +1492 +70 -7"W.77.3 .7040 + 37' +7&40 +7040 +mop +701-91) +70140 +70M +mop r7&-9p +Ta-W +7040 +7040 +7046.4 .mop 4.70411+7&40.6.70 70 70 Lu 44.1 . .77 + .73.4 .70177 +701-71 t70E-70.1 +147.8 +m-70.1+m-70.1 W Lu M• +7x•00 +7&40 .7040 +70.90 .7040 +7"- .7040 +70140 ,7041.4 +7040 +7044.1+70-74.4+70f44.1 +ea-70 +80'47.7 +801-70 00147.8.8x419+0x-07.6+00187.8+6x41.3 +143- .0x41.3 00145 48-1W 47&40 +74f4p +7040 +7040 +7040 +7040 +7040 +7048.1 17044.1+7044.1.7040.1 H47A +70040.1 8401.70 .0041.7 M-70 .6083.2 .1384 +W683.2#M4&2 0 D 63-1W 4701-90 47040 .7040 .7&40 .7x40 .70144.1001-84A 840170 +601.70 +1107.10 +90670 +m-70 +001•70 +60147.5.8x47A 400473 6C .70-00 .7040 +7040 +7&432 017&43.2 4701.77 .70-77 +0x47.4.0x47.8.90147.4 00149.2+Ba432.8x432 J N fi C� p a a= 63- x7040 .7040 +701W ,7&.76.5.7&•78. +70.70.1+70-78.1,90141.4 0041.5.Ba41.a 3 u W Y X U 76` +7040 +10181 +Ta-707 ./3019 .10.49 .145.6 Na 04• .7040 +7&40.4+m-71.3 .1442 +1.642 ' J e $0 i=LL H 1)THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. • N W FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE n n FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE =w.�.� a �p FRAME FSE SEE SHEETS 1,4 4 6 FORWINDOW ASSEMBLY SEE SHEETS 1.4 8 5 r z o Ox o MAX ASSEMBLY OM WINDOW ANCHOR DENSION TUBE FOR WINDOW ANCHOR o ti xo � TUBE LOCATIONS AND 'Ir LOCATIONS AND oZ z w QUANTITIES.SEE SHEET T 10•MAX. QUANTITIES.SEE SHEET u I WINDOW T 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED A' FOANCHORS R THE FRAME ADDITIONAL FOR THE FRAMEASSEMBLY i �\\\\y1LYNN1��/ WINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR �� •......... .�CLc i ION '- ANCHOR"Ir DIMENSION (4),IF REO. ;a1�`•.•\,\GENSF "•.'P 58705 i tU ST EoST ��',.`'` �� ''• FL ORIOP•' C�•, SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS'P�� .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FOR GLASS TYPES: 5)7/8"LAMI.IG:(1/8"T-7/18"AIR-1/8"AN-.490'PY •1/8"A " • rnoDucrRr vlssn ns Oomplying with the ploTlda 'PNB-BUTACITEMPVB INTERLAYER BY KURARAY AMERICA IW- • • • • • •• • •• Dunding Code TABLE 8: ••• ••• • • • • • • Acccptmce Al0 5•� � • & •o• B 'ration Dae F-1 tMlpn Prascua(pQ 4x serol.WYuaw4,At Arch ao.ps I r L t By 8hart 81dt Mian W33,V,?24-1011? 27-014' 351/? 9r 4r 451/r 6>Ur W or LONG •• • • • unkr2r .ram +7014 . . 4 , ,70140 .7&40 .70140 + ST SIDE24-1&16 .7&4 +7014 +ro40 +7440 ,70140 +701-20 +7&40 ,701.90 +701-90r3r .7914 +70[40 ,lam +7014 +701-00 +lam .7x40 ,7&-87.6 +701-79.9 • • • • • •• • LU4r +7014 +7x40 .70140 .7&4 .ro4 +70x40LONG I sHORr i • • .• ••49-V4' +7&40 +7&40 +70140 +7014 .70140 QW-41) BIDE �1 SIDE65116• .7014 +7014 ,7440 +7014 ' 66• •7&40 +7&4 +7&49 +7&472 1)SEE SHEETS 1,4&5 FOR WINDOWANCHOR a 6Y +7014 +7&-90 +7&-0T.2 .7&-792 LOCATIONS AND QUANTITIES. W t+70140 +701 gg 9 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY p{• +7&40 +7x40 .7x41.9 OR HORIZONTALLY AS SHOWN. 1 z Q Z o J g17 Q NZd a gm TA13LE 7: 0.1pn Pro M tO.Q N,Woft"AUWJ*d 10 a Froro4 A"w"Aft 's O 0 > LL Wtobw Diaeralm w R Z W O 8 Q u4w2r 25-IF1C 27514• 9}112• 3r 4r 41,1/r 53-w �• 8r N IZ `4 An Arc71. ArWw Morar dap Arch.Group Arch.G.W Andw Group Amh.Group Arch.Group Arch.GPOW r Z 0-0 G-p amp Wco A8 AN A9 A CBD B A,CBD B A B CBD A 8 CBD A B CBD A B C D A B C D 1n O ri F- unUw2V .7&40 +7x•90 +7&-90 • m + 42. .7014 + 4.3 .701.79,7 .1422 +70/40 +701• .7 0309 ,70140 0-08.1 +/31.8 +7&4 +1 a .1.47.4 +7&47. +7014 Nb4T +149.8 +701 .7 + .6 Q fi O j z Z 25-101W +70MM +7&4 .70140 +70140 +7&40 .701-04 +70140 +7&.70.7 +7014 +7x40 .144.4 +7014 140+700384 +7&40 +7&m 0398 .7&41.90 4 +70 +7&-W .749.9 .70/.77.3 +7&40 +70PW 5 3r M40 +700-90 +701.80 +10F4 +M40 •7&40 +m-•0 .7014 +701-0 +7014 +7014 +70•-06.4 •7014 +7&4 +7&-00.5 +70/40 +7&37.8 ,T&-732 +M-07.8 +7OMr8 +701.70.9 .ISI.B +7&.78.9 +7009.9W �- K +7440 +Tdm +70/40 .7x40 .701.90 .m4o +7&40 +70130 +701-81.0 +7440 47440 +79•74.4 +701-00 32 W W 44-7/4• +7&'W .70040 779/40 .7&40 .T0140 +70140 +7440 +7030 .7&49.2 .70140 ,7&36.6 +7w4ta +70140 d 617/0• .10140 .lam +mmm .7014 +744 +7&40 +7&4D 68' +7014 •7014 .70180 I +7014 +70140 ,701-07.8 +7&87.8 Z V _N 0[Y +70140 •7011-00 +7014 1.70147.2 +70147.2 .7x.79.9 +701.79.0 ' TB' +lam .lam +x&46, m"Q W U 8r +70[4 +7&40 +701-0fA S Ix X 1)THE WINDOW'S WIDTH AND HEIGHT MAYBE INVERTED. '•'I W Y _ 0.'h v rn FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE n N n oLL FIGURE FOR VERTICAL FRAME ASSEMBLY TUBEFRAME WINDO MAX FRAME SEE SHEETS 1,4 8 5 FOR DIMENSION TUBE SEE SHEETS 1.4 3 5 �w o x o MAIC ASSEMBLY WINDOW ANCHOR DIMENSK)fJ TUBE FOR WINDOW ANCHOR o a 0 TUBE LOCATIONS AND T'B• LOCATIONS AND nZ z WINDOW QUANTITIES.SEE SHEET I 10'MAX. 3FFORTANY ADDITIONALITIES.SEE ? o u DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED •A• ANCHORS REQUIRED FOR THE FRAME ADDITIONAL FAOSSRETMB yBEE .�` N� \NNl1[F,�/�i WINDOW ADDITIONAL ASSEMBLY TUBE. WEINDOW ANCHOR �.p.,-*-DENSE DIMENSION ANCHOR ANCHOR DIMENSION�'- (4),IF REO. B' (4).IF REG. ,A. 5 is; N�.SaTD NY :'w ��..• Ioa /'/•�,;SrSIoI�lq`P� A.LY�4IAL 7 R,P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E158705 . . ... . . . ... .. .. . . . .. .. . FOR GLASS TYPES: 2)7/16"LAMI.(3/16-AN-.090-SG-3/16"AN •0 • • ••• ••• • •• PRODUCC tuvlsF "welPlyhlg with Ct0 Vwda 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SA-t/1t'IN): :0.1 '. ' •• L11Dding Code 1G 8)7/8'LAMI.IG:(3/18"T-1/4"AIR-3/16'AN-.OW:$G'- PIO'AIQ) • • • • : r"��;`° I$-OPJKI!#78 TABLE 8: 'SG'=SENTRYGLA NTERLAYER BY KURARAY AMERICA,INC. Mlemi ado P[Ddrlof Deaip PmIm m Ip'9AX SMye W4dwM,All Ahohot GmWo ❑ shot am L T .. . . . .. ... .. Wdar 2J' 26i671C 2r 31.117 34• 40' N 60• 6r 67-112' a LONG • ••• • • • • •• • MAW Ir +00130 ,00-130 *W130 +01.10 4(11430 +0430 130 + 190 +00130 . -190 S� SIDE •• • . a 26.16718' +00/-130 .00-130 +0W13D +OW10 +001.130 +07-190 .W430 +001-13D +9Wt0 ,OW-130 � •• • • • � i i•• ••• Gr .8W-130 .8W-130 .OI-1211 +8W11a6 70W-11-17 +00100.7 +1.60.1 +/-88.1 N•63.1 .1-78.3 T 67.1!!' +OW-190 +W-13D +0W-110.7 +00-113.9 +0-108 +OWST6 +/•14.8 ./-60.6 +1.78,3 ,/•78..1 } LONG -.4I SHORT I 77 +1101.130 +0W-120.2 +0W-118.7 #00.111.8 +00.106) -046.1 -1•61.3 +1-76.1 +1.73.8 I SIDE SIDE Lu 78' +WJA30 +0W-127.8 +0W-117.1 +00•tta2 +0W-10/.1 +00.00.2 +F 78 .1-72.0 = J 1� 1)SEE SHEETS 1,4 6 6 FOR VVINDOW ANCHOR f- 6 lie +00-190 +O0-f2&3 +w-loem +OW-107.6 +OW-101.) +h00.D H-'10.7 t c Q HP +00.10 +eW-119.9 +0/-108.6 N70V•tp1A +01-06 +/•78 LOCATIONS AND QUANTITIES. (L 134' +DW-tsD +DW-117.9 .-10/06.8 +00-10 .00wWo 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY �1 co OR HORIZONTALLY AS SHOWN. aP tar .00.120.0 +00.1180. +00.106-1 +00.98 Q Z Q d U W r TABLE 9: Otelp PWsWo(p49•t W1.1-Att.WW to a Fra As,MA yTub 0 LL Z O O WOdwv Dkr lce'A' LU Q DD F47-W.-00 2615718' 2Y 31.111^ 34' 4D' 6P 60' 83' W) ate-• d Z Groo � Anchor GroW M"Gmw AnohDrGroup AnchNG" Anch.0m"p AnoweFow r w N N N A,060 B A,C6D B A B Cab A B C8D A B C D A B C D o~ order 28' +70-0 +7W4D +MM +7047.4 +M4PD ON410.0 .70.87.7 +1-00.7 +7000 +1m -1 .0 +W40 +/-00.6E-14B.9 -MI&I 0.7 . .1.86.7 + + .7 +7W-00.6 8 S O�15 D Z Z 261418' +7W-D +70.00 +70100 +m-D +7040 +70.0 .i8.-71.7 +7040 +7W-0 +l-0lA +7040 +7040 +/51.8 7.00 +700 +140.9 +70.77.3 +70-00 +70-00 )J] ar +70140 +7W-0 +70-11 +70-00 +7040 .70-0 +70.00 +?W0 +70-0D -M-43 .70.74.] +701.80.1 .701.74.7 .8-11 +70861 +70.71.1 00.7 +10891 +M41&1 _ W.7014* +79-0 +70-0 +7040 +7W40 +701.0 +70.0D .7W40 +7W2D +10%77.4 +140.3 +M4 0 .140.7 .80.6 .701-0&6 -148.4 +M AA +70}7&3 .701-78.3 (J,J 77 QW410 +7040 +TW40 QW-0D +7W40 +700.0 +70.0 +701-00 +TWO +7W-72.0 .70-73.1 +1021.8 +145.31.7&1 +7076:1 1822 TM67 +7079.8 +701-73.878' +70-0 +701-0 +7W-0 +TW40 +701-011 +7W40 .7W-0 +7020 +70-0 +TW-0 .7WT8 .180.3 N0-78 +141.0 -725 +70726 W Z V lie ,1 70+70120 +70.80 +7W-D +7-00 +7W4D +7040 .70200. +7040.0 .704&0 +701-78.7 +122.7 +Ta-7aT J O r C 114' +70140 ,7010 +7040 +7040 +70.0 +70-0 +7020 +7W7J +70-73 #70.73 .4 g 13C ,7080 +7080 +7040 +70.0 ,7040 +7040 +701-00 $ O 'c LL a V 148 +7040 +TORI-00 .TWO +7W6D J 1)THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. o" -10 iIL ON q FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE RAME ?1mVi Q t0• FRAME SEE SHEETS 1,4 d 5 FOR WINDOW ASSF EWALY SEE SHEETS 1,4&5 r ci o 0 MAX SEM�Y WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR o )- LOCATIONS AND T"m LOCATIONS AND o z YV1P1DOW QUANTITIES.SEE SHEET I 101MAX 3 FOR IANYADDITIONALTIES.SEE T u DIMENSION 3 FOR ANY ADDITIONAL AN REQUIRED •A• ANCHORS OR THEFRAMEREQUIRED AL FOR THE FRAME ��1`�LNNN A "'/ WIN ADDITIONAL ASSEMBLYTUBE. WINDOW ANCASSEMBLY TUBE. HOR ;` � �GtNSS i �--�DIMENSION� ANCHOR --�DIMENSION�- (4),IF REQ. 2:'' V '•. •B• (4),IF REO. x: Nq.5S105 ._ ipC SL✓NN NA\ P.E\ SFE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS PEA 58705 - . rr .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... FOR GLASS TYPES: .�. ." • •f• PRODUCT REVISED 3) 3)7116"LAMI(3/18 HIS-.090"SG-3/16 HS) ': : : • � •• • 6,"on,D171hg�im,n�Flori66 7)7/8"LAMI IG:3/16"AN-1/4'AIR-3116"HS-Or qG 03/16"415 � ' : ''f A'cepu,�tS•�919•�$ 9)718"LAMI IG:(3/16"T-1/4'AIR-3/16"HS-.8'900 SG•3/16"AS) • 6:0 •.• incl nate 2038 TABLE 10: 'SG'=SENTRYGLAS%4TERLAYER BY KURARAY AMERICA,INC. BT Miami Ospn Pm Wfo(Sh*Wiiaona,AN AwhortlmWs Shat SN6 wdw23' 2616116' 26' 31-Vr w •4•• w 60' or 67-�' SHORT L� •• •'f • • • • •• • r a Q uldlr2Y +601-730 0901-226 +601'-130 4407-1 ♦ 130 + 4 -1 +661.190 +901-Ib + •• • u.1 SIDE 910E • • • • • • • • W 2646116' 0601-130 *W430 440.13D +601-130 +66f a601-U0 .608130 ♦601.130 0W.130 � •• • • • • • ••• •• 113' +601430 .6W-130 +BW-130 .908130 +60'-130 •601-130 -0.130 .W.190 -W430 +6d-130 (n J 67-trr +901.130 +901.130 +961-136 0101.130 +1101-130 +60'-130 +9a-13D +9W-130 •90430 +901-13D �.LONG -.4I sHORr U) 1'L' 72' +901-190 +90190 +00130 +90130 +OW430 +901-130 a8W-13D +60130W.130 I SIDE -�1 g W L6 T6• +601-130 #W-130 +90130 x60130 +90730 +9W-130 +9W-130 +901.190 1)SEE SHEETS 1,4&6 FOR 4WNDOW ANCHOR m J 3 M +6W13o +901-130 +9W.t1 .90130 +901.730 .6W.t90 +601-13o W i Q LOCATIONS AND QUANTITIES. ttr +90130 •9W13D +w-30 ♦601-130 .9d-730 +90V-13o -j .> 134• +00'•230 •901-130 +w-39 +601-130 +901.130 2)TABLE DIMENSION8 MAY BE ORIENTED VERTIC/LLLY OR HORIZONTALLY A8 SHOWN. J p 266• +801-130 +601.120 +60130 +90230 � (NZ_�� Q a < U Q ILQL-1: r TABLE 11: O .�0 77 LL Coo Pmewe QM lr WWm AIt90M610 a Falx Aw9mOry TW* Z W O -0 WY100rr CM1.16bn'A' lA 04 a ZLLI A 03 u1dw 2Y 2tL1011C 20' 31-U2' 9r 40' 64' Q 6Y Dian rmho cnd A+ co AnothorOmrp Aneha Oran Anon+Onw Aroha OW Amhw Q" AOatOrDan W > o A6 M A6 A,C&O 1 B A,CBD B A B C&D A 8 C30 A 8 C D A B C DxZ ru• Z?s C5 8 ? Z uMx 23' 47-90 +70740 .70140 +7&40 ♦ra .4 +70140 + 40.11 .747.7 0-0.7 +74D 4F06 .1-K9 +7W90 0-06.6 +1.611.11 +7CF44.7 +7014D 046.7 • +74140T +TW46A 6 2610116' +740 +70PW +740 +79D +m40 NW40 4m-90 +701-77.7 +701-90 +70/40 047A +7090 +740 0-M.6 +m-61.8 +7-90 +701404149.3 +7W77A +m40 +m40 vi W or 0" +M40 4740 +709D .70140 +701-90 +701.90 +m40 +m-9D +740 +7040 +701-90 +707-90 +7-90 +7W.W +740 +701-00 +70MM +70F47.6 +740 •m-60 � � W amir +m40 .70140 +M.00 +70190 alMW +7W90 +7.90 +701140 QW-90 +7MW +m40 .moo +7090 +740 +740 .7MW +7.90 +74D 4749.1 +70140 +m40 T2' ♦m4o .70890 +TW40 +7090 .7w4o +70140 +70140 +79D +701-90 .711140 QMW +740 +740 +m-90 •70140 +7-90 +70FSD +7W-00 4740 +7W4D +7001 a 76' +70140 .70860 +70M +7W-6D +ro40 +701-90 +701-W +7.90 +701-90 •moo +m-90 ♦70800 +740 +m40 070890 .ra4D 4701-90 J O K +moo ♦76190 .moo aaw0 ♦m-9D .740 •70160 +ro4o +740 +moo +moo +7a eD .mm m' J (� 0 Q ilr .ra40 +7060 .740 +T090 .70140 .740 +740 +740 .7W9D +moo 13r 4775 0-0 ♦70140 +ro•90 +7ar•90 .ro4e .701-00 +moo O 'u fa' •ra-m +m-90 070890 .701.01 +ro40 � e y!W e7 X Y K D'-3 d a U. N t)THE WINDOM WIDTH AND HEIGHT MAY BE INVERTED. w � m in a FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE n FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE ZWo � SUmV Q FRAME SEE SHEETS t,4 8 8 w z 0' FRAME SEE SHEETS 4,4 E 6 FOR DIMENSION TUBE"'BLY r d O o MAX ASSEMBLY FOR WINDOW ANCHOR �BE WINDOW ANCHOR •S• LOCATION3AND �= i WINDOW QUAN�ES.SEE SHEET T 10•NAIL 3NS AND FOR ANY A SEE SHEET DI�910P1 3 FOR ANY ADDITIONAL T 3 FOR ANY ADDITIONAL •A' ANCHORS REQUIRED FOR HEANCHORBFRAMEIRED \\\ /// FOR HADDITIONAL E FRAME ASSEMBLY TUBE. -- lWINDOW ADDITIONAL ASSEMBLY TUBE. WINDOW ANCHOR O •• 9 DMENSION�- ANCHOR --�••�DIMENSION�-�- (4),IF REO. `\`2•.•'�\CENSE .•'-iT�i (4).IF REO. •A• i r _is: No.50701 o.' -7I oamu; � •, STA Q' E ,640NAL 2E RA LB&W.P.B. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.6 NNS ••+ ••• ••• ••• ••• •• ••• w •• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• FOR GLASS TYPES: 4)718"LAMI.IG:(1/8"AN-7/18"AIR-1/8"AN r. 90"F -1/8;ay) ••• • •• PRODUCTRRVISED aw"pl'PVB'=BUTACIT VS INTERLAYER BYKURARAYAMERICA,INC. • • • •• • B Udlr%ioleilhtheFlotid0 • • • • � •• DONding Code • • • • • • • • . : nccepuecoral5-o 14.1,5 TABLE 12: ••• a • • ••• • B. mfion Date la Dw oPmmn IPOQ brSnae WkdDm.NI Mahon(Poop T pY Shod Side (` Miam ode Product' vidr 2r 2&161fR 27,VC 331? 3r 44' 48-IW 53-11ir w 1r LONG 1• • • • •• 000 •• under 2r +w-?o #101-70 ♦ -70 ,INU-70 40,-m .SY-70 4 W-70 +W-70 *W4WSHORT SIDE • • • • • SIDE 2&16H6• +60,40 .001.70 +W-76 4W-70 +B+801-70 •#W40 +SW-m +W-70 +W-70 +O-101-701 •• i•i i i•• •• • W Q 3r +M70 +eW-m 46-70 4=40 +0-70 4W-70 +40170 f W70 +e0E-70 .00,.70 J� • • • • • • • i W $ H• +6W-70 400,-70 +10,70 +OW-70 #W-70 46.70 +0,70 +10.70 +=.%A +aW42.0 �I LONG I I SHORT •• • • • • • ••• •• = J 8j 4&1W +6W-70 +Wm +SW-70 +60,-m +6W-10 +60,70 +00-70 +w-To 41(1044.9 1� SIDE —I SIDE (n V! 63116• +6W40 +W70 +1W-70 +SW-70 QSW-70 4eW70 +S-m +10l410.J 6B• +10W-m 491111.70 Wf-70 +0,70 MW-70 +0,00.1 +0041.0 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR _ O Sr 40,70 +0-70 .4-70 +aW70 +a1 70 4004429 LOCATIONS AND QUANTITIES. = d ti 7C +00,70 ♦00-m +40,.70 +4W4aa .1 5 7 2)TABLE DHAENSIONS MAYBE ORIENTED VERTICALLY OR 11• .40,76 ♦sorra .a0,-70 ♦1-060 HORIZONTALLY AS SHOWN. Z Z J Q O TABLE 13: c V ttJ Design P-ow We for Wirmian AuKhod lo+Fmw AswrMy Aft p s LL fAllalel7Dllr1••bm'A' ..O "ndr 23• 2S-1N/e• 274W' 23.1re 3r 4C 45-IW 53-vr S0• Sr � Z W O �O An1llKG—P A low AANWarm A low Anchor Anchor amw ArOw GmW Mat•r GP" Arohor Gran• A-0,Gmr• N (� �••• � Glow GmaP (0et• oaup to r Z All AN A0 AN At A•CAD S A 9 P�- A B CAD A a CSD A B CAD r older 2r +60.70 +6W-m m 400,.70 +WM +6W70 +6W42.6 +1-70 M-00.0 +w-To +1W46.1 -141.8 ♦ -m +0040.0 +/47.4 +00,.70 +FS6.7 +HAe +60,- co ? Z 26.16NS' +60,70 +M.70 +0,70 .0170 4MI-70 +101.70 +601-70 .®144.4 +W70 +748.0 +0-70 .10,70 +140.6 .00,-70 +W70 .140.3 +aW-70 +SW-70 k° � S o z 3r +00.70 .0170 +aW70 .60,.70 4001-70 +Wm .60,-70 +0170 .SW-70 44DI.70 +00,-m +10-70 +0-10 +Wm +60470 +Wm QSW4AA +90,-m 5 0° vi W 44' +am-70 +W70 ♦GMTO +101-70 +6-70 +6-70 +0,70 QW70 +8-70 +80-70 +1047.7 +40,.70 +W46.6 +410,41.0 +00149A +W412.0 +/S7 441Gffi➢ (n 461N• .x0,.70 460,.70 +60,-m +Wm +Wm +6W 70 Wo-70 .B-m +6W47.e +00,70 +80,41.7 +10,-m +1044.9 +/.60.4 +ed41.0 W W 63.116• .0,70 +Wm +a0,-m +a0,-m .e-7a +8070 .aa-0•.3 +aW41A +0040.3 (n (n De' .00,.70 +0170 sed-70 ♦Wm 480F70 +50466 +10, ./ +0W44.9 4W.64.0 �jQ � o- ar +aW- +W-70 +S0,-m .Wm +Wm +m.47,9 ;;;a J O Z U ^' +eW7o . .70 .e0,. .00,470.6 +447 J to o 0 p Q Be +60,-70 Qe-70 +40170 +MG 4 aim 4 1)THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. S J i LLJ _X "U • �N � rn V N FIGURE FOR HORIZONTAL FRAME ASSEMBLYTUBE x FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 04 0" Sa FRAME F WINDOW ASSEMBLY SEE SHEETS 1,4&5 U Z o 6 M a 10' RAME SEE SHEETS 1,4 A 6 FOR O 0 �AIAX. ASSEMBLY WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR �'a y TUBE LOCATIONS AND TB' LOCATIONS AND �n i i WINDOW QUANTITIES.SEE SHEET 1 1 01MAX QUANTITIES.FOR ANY ADDITIONAL T O U DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED •A FOR THE FRAME WINDOWAAANCHORS REQUIRED SSEM13LTHE Y BE. `\\��0\�y1ONN1 All,,//1,' WINDOW ADDITION-1 DIMENSION ANCHOR'�— ANCHOR �gryENSION F.� N).IF REO. �'�',.•��GFNSF•'•.'p B' (4).IF REQ. I •A• I �,�,.•. �. GB705 OF SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS Fri{�r11S�06,�.E. . . ... a. . . ... .. .. . . .. .. . . . . . . . . . . . .. ... 0 all 0 000 3.645' —�1.t24•r— ASSEMBLY DETAILS .Bez•. • ..125; .. es NDM. . . . as • ..• . . . 4, .. 2.7110 .439' • as . . . •. . . �•+--- 2.784" 4 1 .093• 4 O FRAME HEAD, 71 FRAME SILL&JAMB ASSEMBLY TUBE #7005,6083•T6 #7004,6063-T6 0 6 I 993" .040" 1.356' {... 2203' I .093' frl .447' Il AS REWIRED T 2 PER TABLE 3. J 1 INTERIOR SHEET 4 268 M5" j .093' INST.HOLE COVERANCHOR PLATE ADDON FLANGE O #7007,6063-T6 O #7071,6063-T6 70 #134,6063-T6 TABLE 19: Item Det9.8 Description Mel 1 7005 Main Frame Head Silt&lambs 8063-76 Alm. 2 7071 Anchor Plate 6063-TB Alm. .050' .706' j .060' Imo— -772• 3 7007 Installation Hole Cover 8063TSAkm• P fI1I''''Q�! 4 7010 Frame Comer Ke Steel (�' .665' fl r .665" .870^ ASD* 6 7078 Frame Gasket Vinyl Foset LL 14 6II 10 7055 Fixed Frame Hole Plu PVC T -f � F-- .588` 31 1 DuraSealS seer BEAD B BEADC BEAD D 32 1713 Setting Block 5/3r x 311W x 1-1/4' EPDM 35 36 37 #7036,8063-T6 #7042,8083-TB #7059,6063-T6 33 1714 Settin Block 32"x 2-7/16"x 1-1/4" EPDM 35 7036 Bead 8083-TO Alm• PRODUCT REVISED 36 7042 Bead C SD63-TO Alun. as complying with the norlde 37 7059 Bead D OD03-76 Alun. Building Code Acceplaoco Not r,-Osl 1S 38 1224 VInVI Btdb Wa Thick Flex PVC 70 39 1225 Vinyl Bulb Wsfilo FwxPVC TO �` y LYN rrr�ri Recess ey: Dore: Revaon a tion owe IS 50 Dow899 Silicon Backbeddin ��.\GENS.4" 7F�� Mimn' ede Product 70 134 Add-on Fla a 6063.76 Axm. �:' F p Reused By: Date: Rwisan A: 71 7004 Casement Frame As Tube 6063 T6 A. = ": No.58705 �r '_ LM 5/15/15 NO CHANGE THIS SHEET 86 #8X1.1/2"Quad Pn SMS Stainless Steel Stakiess Steal - _ ® Description: Drawn BY, 90 #12x1"Ph.Pn.TEK Bukreaesteei 7r ICC aBOM AND EXTRUSIONS J ROSOWSKI SOF ;'•y.(�: 1070 ECHNOFL03427IVE 5� Tilt: Dote: '- `toRtoP•' ��: P.O. Box 1529 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 /ONA�.�C�G NOKOMIS. FL 34274 �tas�yo&r. Sc..: Sheet: Drowing No. Rar: A/apINMtLa O-E CERT. OF AUTH, 629298 CA-740 NTS 11 OF 11 MD-CA740F-LM A P. i 58705