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WS-17-2174 Inspection Worksheiet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)795-2204 Fax: (30WS&8572 Inspection Number: INSP-28$692 Permit Number:-WS-8-17-2174 i Scheduled Inspection Date` May"02,2018 Permit Type: WindowslShutters Inspector: Naranjo,Ismael Inspection'Type: Final Owner: FRANZISKA HIN2E,NICOLAS TERZANI `Work Classification: Window/Door Replacement Job Address:1075 NE 96 Street Miami Shores,FL Phone Number (786)246-8759 Parcel Number 1132660143690 Project: <NONE> Contractor: S A B CONTRACTING SERVICES!Nc Phone: (305)970=9653 Building Department Comments . cUaio, assomments , REMOVAL AND REPLACING WINDOWS AND DOORS TO INSPECTOR COMMENTS t=ake IMPACT 20 WINDOWS AND 1 SLIDING GLASS DOOR AND 3 FRENCH DOORS Inspector Comments Passed 4 4111 Failed Correction l Needed Re-Inspection Fee No Additional Inspections can be schedul6d until u--inspection fee is paW May 01,2018 For Inspections please call:(305)7624949 page 3 of 31. t Miami Shores Village RECEIVED Building Department AUG292017 10050 N.E.2nd Avenue, Miami Shores,`Florida 33138 q_�x Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 fi i FBC 20CA BUILDING Master Permit No. PER APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC Ej ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP /�'] �/yJ .CONTRACTOR DRAWINGS JOB ADDRESS: (V/s l q� City: Miami Shores County: Miami Dade zip: t Folio/Parcel#: 1ll- 3 a 0(9'- 04-300 Is the Building Historically Designated:Yes �NO V Occupancy Type: Load: Constructio Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Address- td City: ¢?x4, State: Zip: Tenant/Les ee Name: Phone#: Email: CONTRACTOR:C/ an Na omp : V 1-01Phone#: 1� v Address: ( L9_1 City: �y State: Zip: O Qualifier Name: u - L //- Phone#: State Certification or Registration /Sb Certificate of Competency#: DESIGNER:Architect/Engineer: P one#: Address: 00 City: State: Zip: U' Value of Work for this Permit:$ Z Square/Linear Footage of Work: Type of Work: ❑ Ad ' io ❑ Alteration ❑ New R R it/Replac/e ❑ De •oliti Description of Work: ..w»a+w..asr..+ .ww..+.......n.w..�.....r:r..r+......... .... ..r.e-.+®.+.^+�z. .:e.rs. e,.n.u.�...._ r 1 s ..... �•!:.^;"�:t,C31t�['A�":�. {�,��'.��*, .`�'�� '4,+•� � i��....aan:r.:'; 1.. 191�`c''3�� s"''a ai ..,� 1 Specify 7, ofQlor tliru tile• `�'sy<:"r a �t � F:�,zradr, a +s� =: :' ,i SIL •" t -fc�.tfY� .4e a'L^ a i6'Q -t'0_'•� y zc,.... - .,AS$ _?1 YwtSFi •,.'....i....�"---" .,�,vi+. t.,.,.r...........:.�.. i c ara h T �i.... $ �. Submittal Fee"$ Permit Fee$ C("F$- -CO CC J Scanning Fee$ Radon Fee$ DBPR$ . .� n E M1 Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 1 (Revised02/24/2014) Bonding Compan" Name(if applicable) Bondinq.Company,s'Address City State IVIJ Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address c I City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. jj4W�� Signatuy� Signat e OWNER or AGENT CONTRACTOR The foregoing instrume wa knowledged before me this The foregoing instruent was acknowledged before me this day of d 20 �� by day " by Q) '4 /� `� ho is personally known to (,1 ;4 u who i personally kno 0 me or who hasp►►rodu ed as me or who has odu d as identification J#Wd w h did takJan oathf-' identificati n take oa h. NOTARY US ��` NOTAR P L i Sign: r i Sign: JA Pri p , 14 ili7 ERNA GL J FERNANDEZ Seal: 1A J F NDEZ Seal: `';' t MY C MISSION 0 ff214)!�{ MV C Otil fF914830 PIRES JUN �3 EXP1 S JUZ13,2019 41 2019 Nc iYA-0:e P 4t") .07t, ti NI APPROVED BY r7 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) I NOR$s Miami shores Village N5INC"'� Building Department Inge J_� .....� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �IORtDP' Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits } Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors, sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: I Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance,embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval N. A). Ac ow ' ent: fier/O;w er Signature Date Print NJme � r r, i 1 t r a SAB CONTRACTING SERVICES July 9, 2017 State of Florida County of Dade Before me this day personally appeared,Juan Buade who, being duly sworn,deposes and says: That Juan Bude 1.will be the only person working with on the project located at { 1 5 E t, Miami Shores Florida 33138 r Contractor Signature r Sworn to(or affirmed) and subscribed before me this day of , 2017 By Juan Buade . , d Personally Known Or Prod ucedldentification Type of Identification Produced I ✓"' ;;, GLORIA J FERNANDEZ w MY COMMISSION.7 FF214480 EXPIRES JunA13 2019 � 1 /i3y8�0'o iladallo;n:v ,Ky;art . Print,Type or m ` �a Seal I R�s a.� ..,.. awsiami hones V iiiage Building Department 1'ORtIUpI` 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to towner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure_ An employer in the construction industry who employs one or more part-time or fall-time } employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if- 1. f1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in,the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division.- Your contractor is requesting a permit under this workers'compensation exemption'and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to.•work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature. Owner State of Florida County of Miami-Dade The f egoing was ackno eti fore me this day of ,20 1 �� `e who ' person kno o me or has produced I f ? as identification. No GLORIA J NDF.Z SE -iF�' z FF2148SO -mob Y Cow"'ISS10N e /n� � '••.. EXPIRES Jure 13 2019 L FIM A.NO'Jl:v M'�Ky:F�� 1 4«W. OFFICE OF ,THE PERTY APPRAISER Summary Report Generated On:5/24/2017 Property Information Folio: 11-3206-014-3690 . Property Address: 1075 NE 96 ST Miami Shores, FL 33138-2551 , -,, y � �p} Owner NICOLAS TERZANI �--'. - FRANZISKA HINZE Mailing Address 1075 NE 96 ST MIAMI SHORES,FL 33138 USA PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ {� 0101 RESIDENTIAL-SINGLE ti Primary Land Use FAMILY: 1 UNIT �•^+lir�r Beds/Baths I Half 2/2/0 - - Floors 1 a p. F Living Units 1 r �, Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,319 Sq.Ft Taxable Value Information Lot Size 9,375 Sq.Ft 2016 2015 2014 Year Built 1948 County 0 Exemption Value $50,500 $50,500 $50,500 Assessment Information Taxable Value 1 $110,772 $109,651 $108,380 Year 2016 2015 2014 School Board { Land Value $458,250 $377,250 $235,500 Exemption Value $25,500 $25,500 $25,500 Building Value $161,402 $161,402 $157,228 Taxable Value $135,772 $134,651 $133,380 XO Value $2,201 $1,834 $1,853 City Market Value $621,853 $540,486 $394,581 Exemption Value 1 $50,500 $50,500 $50,500 Assessed Value $161,272 $160,151 $158,880 Taxable Value 1 $110,772 $109,651 $108,380 Regional Benefits Information Exemption Value 1 $50,500 , $50,500 $50,500 Benefit Type 2016 2015 2014 Taxable Value 1 $110,772 $109,651 $108,380 r Save Our Homes Assessment Cap Reduction $460,581 $380,335 $235,701 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Pace Qualification Description Second Sale Page Homestead Exemption $25,000 $25,000 $25,000 01/30/2017 $569,000 30412- Trustees in bankruptcy,executors or Widow Exemption $500 $500 $500 0270 guardians Note:Not all benefits are applicable to all Taxable Values(i.e.County, 00000- Sales which are disqualified as a result 07/01/1999 $0 School Board,City,Regional). 1 00000 of examination of the deed 07/01/1972 $49,900 00000- Sales which are qualified Short Legal Description 00000 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOT 9&E1/2 LOT 10 BLK 82 LOT SIZE 75.000 X 165 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Permit No. WS-8-17-2174 `ye°mss y� Miami Shores Village Permit Type.Windows/Shutters 10050 N.E.2nd Avenue NE It Orh Classifcation:Window/Door Replacern Miami Shores,FL 33138-0000 PWa%, r111Permit Status:APPROVED Phone: (305)795-2204 FCORiDp issue Date:812912017 Fxpiration: 02/2512018 Project Address Parcel Number Applicant 1075 NE 96 Street 1132060143690 Miami Shores, FL Block: Lot: NICOLAS TERZANI FRANZISKA Owner Information Address Phone Cell NICOLAS TERZANI FRANZISKA HINZE 1075 NE 96 Street (786)246-8759 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone S A B CONSTRUCTION SERVICES INC 305 970-9653 Valuation: $ 26,500.00 ( ) (305)822-3575 Total Sq Feet: 0 Type of Work:REMOVAL AND REPLACING WINDOWS AND D Available Inspections: No of Openings:24 Inspection Type: Additional Info:REMOVAL AND REPLACING WINDOWS AND D Window Door Attachment Classification:Residential Final Scanning:3 Review Building t 4 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $16.20 Invoice# WS-8-17-65010 DBPR Fee $5.10 08/29/2017 Credit Card $50.00 $352.40 DCA Fee $5.10 Education Surcharge $5.40 08/29/2017 Credit Card $352.40 $0.00 Permit Fee $340.00 Scanning Fee $9.00 Technology Fee $21.60 Total: $402.40 In consideration of t J4= of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining they o an' iwith the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting thi erm bility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work. r OWNER A FI I foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construc on n with the above-named contractor to do the work stated. August 29, 2017 th z Signatur •Owner / Applicant / Contractor / Agent Date Buil ' g epa ent Copy August 29, 2017 1 3 ' MIAMI- MIAMI-RADE 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. ov/econom PGT Industries,Inc. 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 k Having Jurisdiction(AHI). 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 t 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'"�GD-770"Aluminum Sliding Glass Door,W/,90'_& 135°corners'-L.M.I. APPROVAL DOCUMENT: Drawing No.PGT0130, titled"Series 770 Alum. SGD- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and t sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as anendorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jobs ite at the request oftie Building Official. This NOA revises NOA#15-1013.15 and consists of this page 1.MJ pv�d44icg pages E-1 and E-2, as well as approval document mentioned above. • . .. . . . . ... . The submitted documentation was reviewed by Jorge M'P1aseVcia,P.L. ' '• MtAMI�Ai3E COUNTY • .. . . . . . . . . NOA No. 16-0629.06 , ••• Expiration Date`:February 17,2020 Approval Date: August 04,2016 ... ... Pagel . . . . . . . . . . .. .. . . . •• •• ,F i i • 4 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 'Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/PS, Super, Cardinal& Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed&sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 i 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 an aluminum sliding glass door,prepared by-Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-1; , which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) ; . .. . . . . ... . .. ... .. . . . .. ... .. ... Jorge M.Plasencia,P.E. lat Control Unit Supervisor .' :• •*• : : NOA No. 16-0629.06 Expiration Date: February 17,2020 Approval Date: August 04,2016 ••• • • • ••• • • i { PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (coNTINUED) 4. 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) S. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer), per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NDA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 01/30/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 14-0128.11) 2. Glazing complies with ASTM E1300-09 i D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RLR). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc, for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1., Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. ••• •• . . . . . . . . . .. . . . . ... . .. ... .. . . . • ••• •• ••• Jorge 11'1.Plasencia,P.E. •Frof uCt Control Unit Supervisor • NOA N6. 16-0629.06 . .. . . . . . . . . ... Expiration Date: February 17,2020 •: Approval Date: August 04,2016 E-2 . . . . . . . . . . i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5th Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90° &135' comers- L.M.I. approved on 10/29/15 and expiring on 02/17/20. t .. ... . . . . . .. •• ••• •• • • • •• I '7 's ee Jorge M.Plasencia P.E. • oau&Control Unit Supervisor • • • NOA No. 16-0629.06 ••• Exi irati3n Date: February 17,2020 Approval Date: August 04,2016 • • • • • • • • • • ••• • • • •% • • R � S T I TABLE A: SERIES 770,,IMPACT RESISTANT SLIDING GLASS DOOR, O2leGRUB Arotar Slbetrele u..e�2 Flt E u1G INCLUDING POCKETS&90°/135°CORNERS 6Mce HTb.dme5 GENERAL NOTES 7` 1M'Ek.In— Uwumd CMU,MTM C40 Amb ordy mor iv'r 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET 4 GLAZING DETAILS ON SHEETS 485. G GmW CMU 1M CK m4.2kol WWI •bme 2)DESIGN PRESSURES: v4•Em ao s.o. �10m'F"In 9.35 w Ib.d9WJxnb t' Wt A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 S"410 cMu, nA c Amb a yr 7-v4' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300, P.T.so05Mm PHM ao.59 Hb.ar9lvAmb r 1.MV 3)ANCHORAGE:THE 33-:13%STRESS INCREASE HAS NOT BEEN USED N THE DESIGN OF THIS 7N•Eft Lob— GC1p^M I—�kq H.wsM V lase• PRODUCT,MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT U c-wi Ams o 1• 1414' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA e12,11°x410 P.T.6.12A.m Po. 6.0.58 Hb.V5M/Jxnb 1Y,C WC BUILDING CODE.FOR ANCHORAGE DETALS SEE SHEETS 8-14. B.B.Bus, " "'0=`_ 4)SHUTTERS ARE NOT REQUIRED PER F3C REQUIREMENTS,AS APPLICABLE. 3 (mk.71 I.IMIAN Sam.ASC HMMIBIVi b 3w Dow SM.N 6W AM Or.311' BIV 0.0181 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL GONERS TO BE SEALED WITH Calh.b b0278 kV) 1YWSWA„E 1.1? la/C NARROW JOINT SEALANT. NIC Elho fOa S.s. CMU, TN S /•1//' 8)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSUAFBPA NDS FOR Aep.r.m Gm1.d CYu sTM cs0,mb,z L.I W Amb x42 7 7 WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. M I 7)THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH 1HE REQUIREMENTS OF THE ..3aMIRnI Pf.IaG•a/5 HwxalvA,ro vNc ta/c CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 1Z,ebM aw G4 AArk..n,eoaT-T1' w.aramA,b fM• awe 4 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRLSB REQUIREMENTS PER CURRENT 4 OIIa 11Ih..d,A^1 SbM,A3s• FMWBIVJxie o.OBv FLORIDA BUILDING CODE,AS APPLICABLE. Bbl Il A853 tr.33• H11kdI3BIJnn• 36• 0.0451• TEST REPORTS:FTL-5980,FTL-5993,FTL-WI,FTL8014,FTL6015,FTL-Wi7.FTLA022,FTL-6023. •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN, FTL•8024,FTL-6025,FTL.6028.FTL-M1,FTL-8033,FTL-0030 AND FTL-7554 STRENGTH AND THICKNESS REQJIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. '•P-HOOK INSTALLATION REQUIRES 2.893'MIN.EDGE DISTANCE,REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. I 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMFDADE COUNTY,USE ONLY MIAMFDADE COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES.............1 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS..........23 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.1?THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GL ACING DETAILS............4,5 INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2XARE 1-1/2-THICK OR GREATER.IX AND 2XSUCKS ANCHORAGE.....................6-14 (WHEN USED)SRALL BE DESIGNED TO PROPERLY TRANSFER LOADSTO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES...._.6b RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 8 TO BE REVIEWED BY THE BUR DING OFFICIAL. INSTALL DETAILS..........,..12-14 4)METAL SUBSTRATE TO MFET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CDOE AND TO ELEVATIONS.....................15.18 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. PANEL/SILL TYPES.-..._.17 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NOWSHRINK,NON-METALLIC GROUT, CROSS SECTIONS.........-.18,19 MA THICK 8'3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTRE LENGTH OF THE SILL THAT IS NOT 11GH 1 PARTS LIST,,,,•,,,,,,,,,,,,,,,,,,20 TO THE SUBSTRATE,AND TRANSFER SHEAK LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,300 FELT PAPER OR MASH IS EXIHUS(ONS...-..............21,22 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,ORAS APPROVED BY THE AUTIIORTTY I(AVING JURISDICTION. TABLE B.SEE DETAILS ON SHEETS 4 65 1 DESIGN PRESSURE mnNc I IMPACTRATING PRODUCT REVISED o�glyL,,�x11b tb.FI.Ad. al.r Bl£TABLES 1,2 8 a ON RATE.FOR LkRGE 4 SMALL til, 0.x,lpEawlJbd A'a.BlbKvbllMniO4 SHEETS 8,76e NIe•LE IMPACT RESISTANCE 110/4N.. 1&).2•.06 G3 7HC LmmobG ML 9R311C HS Ow MIN LBP 008 x I STANDARDS ED: Expf.O M 02117/2020 03A W1C l.nM.bd: L4hg9C NR OMU MM,.010'PVfi nuOr .2014 FLORIDA BUILDING OWE(FDCI,5TH EGITON W T//9•L.mlMba UW V ww Ne 0br rm.av e0 hq x .ASTM E1300a2 VA V1e•Lambbt lltr.aWl•Gbw.x,.040'BG .ANSWAF&PA NDS20'2 FOR WOOD CONSTRUCTION W 1'Ian :`Lc'LIC TET1Mer •VC Ak •1179•lxMrbd; Lb.NY1C Ki fJu.Wm.04C PVB h/.iryx •ALUMINUM DESIGN MANUAL,ADM-2010 06A PLanY.1.d LG.•1/P TE>tbM,d V'C AkEPr 7110 LxM.M:80 Ub.alYiC FIB Wr..RH.OWPVB KMNT-x...... :ALUMINUM 05 oor 90 fd1'IwtlG:y1C TEMMI, ♦DMC AkE •7/1C l.mhMMk 1100 N11C HIB Gbu.17H•.OiP Mid C GLAZING NOTES: \��ttrR LYNN A lllj G/ 'ANNED 7l/C L.*.tm lbr aR3/1eAN OIwBhADI90 RS.=1HEAT STRENGTHENED G7A C/8'LrMmbd' UW of VC AM4/bM Wm LIP 80 M11A14'x :\ T=TEMPERED 1k GB 1'liN.ttl LG:S'7CTdbb +&W Alr$pm•7/IC IAmh.Yq LE..NY7CAN)ORw rIN.0YP 6u M.mx �•�" NO.SSTD3 GIA 1-UMMWLG:7N•TE wC&p.Sllc Ab •7/1CLxnIMb6; ureHY7C AIN abx wth.olcaG hdxbx PVS'`.09P BUTApTE•PVB BY KURARAY AMERICA,INC. SG'=.090'SENTRYGLAS•BYKURARAYAMERICA INC. w umasra s DPAGlBfB ro eHEEr iS b" =P'•. IIA i®•4LGHa41HE GENERAL NOTESAAID MAP ,per,• STATE OF _40_ M7�E3Rxaw7r S. •,Fcola.oH:••'�� I a/}401 S0 ;MES 770 ALUM.SGD-LM MiPACT 1 , JAta1Wi4 mer.aAPlK4Gi0f s0oars NTS 1 12 PG7D790 B P um � I 1 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • •%• •• •• • • • •• •• • • • ••• • • L t 1 1 F 1 4 i t ° CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS ALLCONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONSUSING DETAIL',M/,'Jc','KW OR M(C'INSTALLATION. EXa�A LEP :4PANEL)O=IN POCKET(p)CONFIGURATION GW BE NOM.PANEL WIDTH NOM.PANEL WIDTH pXXXX),p)O=OR X)Mp.OXXX IN POCKET CONFIGURATION PER TABLES 13 PER TABLES 1-3- CAN BE OXXXP. 2)80'6 135'CORNER CONFIGURATIONS CAN BE ACOMBINATION Y I OF ANY 2 STRAIGHT CONFIGURATIONS. 0. MAX.UNIT / I MAX,SMR / / I OPERABLE PANEL, 3)FOR NOM.PANEL WIDTH,SEE TABLES 13. HEIGHT / i HEIGHT k PER TABLES 1-3 / I E PER TABLES 13 / / E '1C• -0'=INOPERABLE PANEL, 1 I 1 'D'•POCKET DETAIL LETTER �qg��g�� 'W'.WOOD OR METAL INSTALLATION 1-PANEL T 2-PANEL r VY 'C'.CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONSSHEET NUMBER i MAX.UNIT WIDTH MAX UNIT WIDTH DLO WIDTH-NOW PANEL WIDTH-7' NOM.PANEL WIDTH NOTA,PANEL WIDTH /jafA� � OLD HEIGHT-DOOR UNIT HEIGHT-1D.125' PERTABLES'3 L PER TABLES I-3 ®®® PAL HEIGHT'DOOR UNIT HEIGHT 1.888" I I . MAX.UNIT MAX UNIT HEIGHT S HEIGHT PER PERTABLES 1-3 / / I TAB'ES 13 POOLT LNEL CONFIGURATIONS '`f 4-PANEL CONFIGURATIONS -l`r 3-PA MAX.UNIT WIDTH +{ MAX.uN WIDTH �..._ NOM.PANEL WIDTH I NOM.PANEL VI WIDTH PRODUCT RISED PER TABLES 13 oMII�1 Hh OM IIa— PER TABLES:3 PER Co� 88.0628.08 LV4ft w s 02/17/2020 ) I MAX.UNIT MAX UNIT I HEIGHT Mb ua HEIGHT t t PER znne PER TABLES 1.3 �1 % iga TABLES td / 5-PANEL CONFIGURATIONS CORNER,TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) '�- wm rcwn awaaH EXAMPLECOIVFIGUR47IONSNNW w1�,o,mF' SERIES 770 ALUM.SGD-LM IMPACT •.Ln uLLM PE. � PGT0130 .R fOflO^II aorr.v�snuane swam NTS 2 •71 B P.E.slim i . .. .. . . . . . 1 ,+ or . . . . :o: . . . . . :0 08 000 . •8 66 9 I I r EXAMPLE CONFIGURATIONS MAK TESTED UNIT WIDTH= CONFIGURATIONS NOTES: 3557/18.0 BB'HEIGHT,. 1)ALL TCONFICONFIG URATIONS SATEI ARE ALSO AVAILABLE AS 3001/4'®120'HEIGHT POCKET CONFIGURATIONS Jv EITHER OR BOTH JAMB NOM.PANEL WIDTH EXAMPLELOCATIO4 USING DETAIL'PO KE•Krd'OR-KeRAINSTION CAN B PER TABLES 1.3 EXAMPLE:O=OR XXXX IN POCKET O ET CONFIGURATION CAN BE CAN BE,p)000(OR XXXXp.OXXX IN POCKET CONFI(;URATKN4 -1`r---� CAN RE OXX(p. i i 7 2)BO-&135'CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT i I HEIGHT, 9R 1 3)FOR NOM.PAPER WIDTH,BEE TABLES 1.3. Poco "X•=OPERABLE PANEL 'O"=INOPERABLE PANEL.L. V•POCKET 6-PANEL CONFIGURATIONS DETAIL LETTER MAX.UNIT WIDTH �j�W•WOOD OR METAL INSTALLATION ® S•CONCRETE INSTALLATION NOM.PANEL WIDTH SHEET NUMBER PER TABLES 1.3 -f`r--- DLO WIDTH•NOM.PANEL WIDTH-T DLO HEIGHT=DOOR UNIT HEIGHT-10.125 PANEL HEIGHT-DOOR UNIT HEIGHT-1.888- MAX.UNIT pff HEIGHT i PER TABLES 1-3 .T 7-PANEL CONFIGURATIONS MAX.UNIT WIDTH NOM.PANEL MOTH PRODUCT RCM ED vela u•nerve. PER TABLE51.3ah im 21 10N. Culkliny -1`r--- 11GAJb. 02/1712.08 Y e.vx.u••w1.oz/naozD MAX UNIT i Ryi•m_,aal ---"""'__' HEIGHTk PER TABLES I < . &PANEL CONFIGURATIONS T rmo,.o•no.Yaane EXAMPLE CONFIGURATIONS MiN�14.0 SERIES 770 ALUM.SGD-LM IMPACT maw A.LYNN MILLDZ Y JN f070"N mv.onum.ra•s saP1f0 NTS 9 .. •.•e AGT0130 .E 8 •.�r 1!106 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 t I 1 e 1 I I GLAZING DETAILS(G3,G3A,G4,G4A,G5&G5A) 7116'NOM. *jLSG-SS 1'NOM. 3116'HS GLASS 3118•HS GLASS .090"m .090'PVB 3/10'HS GLASS 3A8'LLS GLASS a 743f8•AIR SPACE to3/18'T GLASS82 82 e3314"NOM. cx1EN0M. _aGLASSASS 124t 314•NOM.BITE• TE GLASSBITE705r5< ee jr— 7/16"LAMINATED GLASS.TYPE G3 7/16'LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TWE G5 B/10"NOM. 9/10•NOM. 1•NOM. 3110•HS GLASS 1/4•HS GLASS 1/4'HS GLASS 000.PVB .090•PVB .090•SG 3116.115 GLASS 1/4"HS GLASS 74 114"HS GLASS 74 0110•AIR SPACE 74 114•T GLASS \/_.._ 81 83 E% 3/4'NOM. 3/4'NOM.FUDR 3/4'NOM. —. — GLASS �7�'— GLASS 1241 a BRE a BITE GLASS 6TfE PRODUCT REVISED EXMFWR o r vw,w vete. et e1 eW~M � NOAMo. 160.25.06 54 54 lxgntlm,a.%02M7/2020 M 9/16"LAMINATED GLASS,TWE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A GLAZING NOTES: "ANN-ANNEALED �.",b+ •n', 'HS'Q HEAT STRENGTHENED Tn TEMPERED PV6-=.090'BUTACITEY KURARAY AMERICA INC. _ SENTRYGLASPSY KURARAY AMERICA INC. rwo mianvamr _GLAZ/NO DETAILS prp•araia SERIES 770 ALUM.SGD-LM IMPACT A.LYNN MI—P.E. G ,R fO'16"M axr.anurNaoss erarro A175 4 +22 ew P7Df3'0 B P.El Rtro • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • 7 I. I 1 GLAZING DETAILS(G6,G6A,G7,G7A,G8&G8A) V NOM. 7118"NOM. 1"NOM. 3118"NS GLASS �0.6n GAS 3116'ANN GLASS .090'SG .090'S 3/18•H9 — '�,—' 3+10'ANN GLASS 3/8'AIR SPACE 74 3/1 B'ANN GLASS 74 3/8"AIR SPACE 74 I 3/18'T GLASS 3118'T GLASS 32 83 e3 314'NOM. V4"NOM. G� 114.1 312'NOM. 124.1 GAS GLASS BRE t:AiEroofl BITE @%tERI a am 79 1'LAMINATED I.G.GLASS,TYPE G6 7/16'LAMINATED GLASS,TYPE G7 1-LAMINATED I.G.GLASS,TYPE G8 i V NOW 9/18'NOM. V NOM. 3/16'NS GLASS 3116'ANN GLASS .090'SO 114'AN GLASS oDc"SG– 3116'MS GIASB .080'SG 3118'ANN OLASS- 6116' AIR SPACE 74 1114V ANN GLASS 74 5/16'AIRSPACE 74 1/4'T GLASS 1/4'TGLASS 02 @3 1 83• 12+12 3/4"NOM. EG >�w1R 3/4'NOM. GLASS a BITE LASS1ua GLASS BITE BITE PRODUCT REVL•ED @ MOA �uM1p a wllb 6r Plwp. e1 TIX E DA L4oA-N.. 16-0.1•.0• >o a 78 yt B.v4.1L@@ o.L.0211202o as es 1°e.1—c� cana�r V LAMINATED I.C.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1'LAMINATED I.G.GLASS,TYPE G8A 'n GLA23NO NOTES: 'ANN'-ANNEALED 'HS'=HEAT STRENGTHFNFD T-TEMPERED 'PVH"=.090"BUTACITE Y KURARAY AMERICA,INC. 'SG'=.090'SENTRYGLA Y KURARAYAMERICA,INC. °. n e6a:aHe s sPACHRa mowuno,r,ni GLAZING DETAILS N 4•IIGE R 1eT/8 ' SERIES 770 ALUM.SGD-LM IMPACT A.j-=1 P-__] 97 IWON1 carr.OPAUIh�e 69u7N NT5 6 +71 PQ70190 B PEte4>8e f 000 ••• • • • • • 000 • •• • • • • ••• • •• ••• •• • • • •• I • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • i • • • • • • • • • • • •• •• • • • •• •• s • I 1 TABLE 1TABLE 1A Design Pressure(DP)and Mohor Quantities R•qulmd,(for all approved Mulmum DP f0T all sl2ea +801430 j s21 H•I0M to Mex.�«)DP Configurations on Sheet•2&3) _-- M'atar lnmmdm ReLMg) For Dorm astragal anchorage m IMM or 135•omr ad.0.an Ah11 (R*be Imaed q TabN tA) - Sa Pour Hek" Trade algid b Glass Shad Unit f "Ist or Sm.W (M D960 Siad 1 Pressum Pat Typos 3.3A.S.K 7.7A.8 / Flush•1-1/2" Au nde 3 a 8A auM tl!SRe 1 Aatrspd Ilrc mug Mug � Lw•2.117 +48.67— typd a�below. 1 2 3 4 1 2 3 4 1 2 9 4 fIC4 a 1 Mtlum• V4" t 80.0 + 1 t1 + 1 ♦ -4' +B80 24. 1� Jamb 8 a B 8 8 8 a e 8 a a a B SFE NOTES 1.3 P4nak 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+0 7+8 7 7+8 7+8 +B +8 HeOSM 04+1 G+1 G+1 G+1 04+1 G+1 G+1 +1 1 C47=. t Gt1 C4+1 30' 0 0 Jemb 8 8 8 a e B 6+ 6+7 7+8 7+e +8 M 7+8 T+6 7+a a T+6 7+8 HesdySll GH 04+1 G+1 CNi Ca+1 G+1 C4+1 C4+1 G+1 CN1 G* 1 G+1 GN3! O D Jambaaa86a86 6 8 P4.a 0+7 6+7 9+7 0+7 7+8 7+0 7+8 7+8 7+8 7+8 7+9 7+8 7+8 7+9 OH LENGTH yr !-Wall 04+1 Gal GH G+1 04,11 GNt CN1 C1+1 G+1 Gal G+1 CN1 C4+1 C4+1 G+1 C4+1 ( 470 0 JAmD 8 6 B 8 I a .e 8 8 1 8 8 B 8 8 PAmk 8+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+0 7+0 7+8 7+8 I+a 7+8 7♦6 Rlaad/S81 C4+2 G+2 Gat C4+2 CM2 04+2 C412 C4+2 C4,2 C4+2 CM2 G+2 G+2 G+2 G+Z CM2 XI OH RATI021 40' DLO Joorb 8 8 B 8 8 8 6 aa 8 8 8 a 8 8 Oz P4nok 6+ 8+1 6+7 7+8 7+8 7+8 7+8 7+9 7+ 7+B 7+0 1+1 7+6 7t8 FOR EXAMPLE ON USING TABLE.SEE SHEET 7, NOTES OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4'SILL OH HEIGHT 2)WHEN USING THE 2-117 SILL,POSITIVE WATER OP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX WHEN USING THE 4-SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE OLD WIDTH= TABLE 1A NOM.PANEL WIDTH-7' 3)4-,3.114'AND 2-1/2'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112'SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX POSITIVE DESIGN PRESSURES SHOWN N IA13LE 1 MAY DLU HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.120' ADJACENT Up1G—X THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING.CDGC DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866' 6)JAMS ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY FOR PAIRS TO BE INSTALLED. PRODUCT REVISED �u�kq .fth the Raawa Interlock P4rok Lodstlle @ lamb Straight Astragd Lmkstl e IN 90'AstrApl Ie @ 135'Astragal -/a^' tl a @ Now '184'X2•.08 Assembly Straight Astragal Assembly 901 ALtragal Auembly 135'Astragat expiration OA4a 02117/2020 Standard Stiles Standard Stile Standard Stile Standard SIM _Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Sale _ Inside ry Standard Astragal Outside Corner Dumide [xNn re�noCCeainl- - Comer OEM inside Corner 0 ;� Corner . p': Pant6015tlie) hrtA6l(stlte) Part Al19(Out) Partaal(snle) Part#60(.21, Part A60 Part AEO part#67(AstragaT) Prl A60 Part A118(Ohne, Part elXl(In.) Parts4313a32 Part 061 Rexcivar) (Corn.a Fad M—t) - ar wro r•Navaaovaals£ DPANDANCHOWE N veracc name - pNNeA•1a• SERIES 770 ALUM.SOD-LM IMPACT A.LYNN MaJDt PE JR i•1aH mar.crwmsatse eao-s7p NRS 6 +72 r.+. PG7D130 B P.E.Asems •• ••• • • • • • •• a. • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • . • . • • • • . • . • •• •. . • • •• .• r TABLE 2 DolOn Pressure(DP)and AmhorQuantltha Requaed,(far ae approved eoMlyuMMns on•haft 2 a 3) Maximum DP for dt alxaa:+60140 Far-reaps a wh*rgpr0ffcc13V eemlr uda.ar~11 F+a7 waw dby Abe 2A) TW"Pa N OIM iypr 4,4A.k GA.7,7A 089A711 DLO I -oLo 1M' 14 + i ane ft see l Aabaowtypr 01O I 1 7Ir DLO anorm Oahe. 1 1 Z 1 ] 1 4 1 1 1 2 2 4 1 2 J 4 1 2 4 1 2 ] 4 1 1 1 2 ] 4 C�lC4+11 • ♦ CM1 CNl 1 24' 0.o Jame + e e a a a a e e a e a a 1 a 1 10 10 10 10 10 10 10 1 10 to 10 10 10 t 1 10 P, e.7 M7 w1 w] l.a A6 7•e 7N lea N 71e 7+6 A8 7.e 7+ 7N 9.a w w9 w9 84 e4 8.0 0.10 9.10 9+10 9.W w00 wto 9.1e a-10 Ik+dfei OM1 G•1 p♦1 p•1 C4.1 C4.l CM1 040 CMI GM G♦1 CM1 G+1 C1.1 04+1 C l GM1 CMI CM+C4♦1 C4.1 G.t CMI GM1 C1./C4.1 GN GN G+1 CMl G+1 CMi Jr IX�A Jenb 1 e 0 e e t 0 a 0 0 e e 1 6 0 1 1 1 1 1 10 10 10 to 10 1 P4e0k e.7 e. N 7+6 7+5 7+4 N •e 74 7N w9 w9 e.a we w9 eN 64 9.a w10 9.10 9.10 9.10 9.70 w10 a./0 9.10 MaaY811 CMt CN7 G•1 U•1 CM1 CMt CMl p•1 G+t dN C4.1 1 G+1 CMt 04.t CMt Gat p.+G♦1 Out CMI CMI GH G♦1 CM1 CN1 CMI C/.1 CM1 CMI C4 p♦1 Jr OLEO .1enb I a a 1 a a a a a a a a a a a a 10 10 10 10 10 10 10 10 10 10 • t0 10 10 10 10 PJmk 84 w7 wt 97 i.a 7•e 7.e M 7+a 7.0 7N 7+e . N wa e4 w9 w9 w0 e4 e.a wa w10 W10 9.10 wl0 9.W 1 N 10 IWd/e11 BM-CM1 CM7 d.1 GN C.l G+1 C4. •1 040 G+1 COW CMt C4+1 p.1 1 _ GN1 U.1 G.1 Cwt Cwt 001 G.1 p.1 G 1 4r M" e e a 0 e a e 0 a 0 e 0 10 10 10 10 1D +0 10 f0 10 l0 10 1C 10 10 f0 .g DLOP4nek 4-7 w7 U7 0.7 7.e 7•e 7+a 7.9 N •a 7.a 7.a 7.e N .9 a.a e.a wa wa wa eN 9.10 9.10 wt0 wf0 9+10 a wiC 9.10 6 HNadles CM2 p.2 d.1 d•x CM2 CM2 r P d+2 CMa +2 CN2 a G+2 CM2 OM7 CM2 CM2 CM2 GM2 CN2 CM3 C4•.2 C3.2 06.7 p.2 C6.3 Ca•2 Cwt C9.x Cw7.09.2 Ca•2 } 4r ot'o Jamb a a a 6 a a e 0 0 e e a / 0 0 10 10 10 10 1 14 10 10 10 10 1 10 P4nok M7 w7 P 9.7 t.e 7.e 1b 7.a 7.e N N0 M0 e.v 9.D wv ew w0 wa w10 9.10 w10 9.10 9.10 w+0 9.10 w10 u.2 CM2 G+2 GM2 C4+2 CM2 CM2 CM2 G•2 +2 d•3 d.a 6a' DLO J.* It a 6 a a a O I a a a a ark 0+7 9.] w w7 . N 1+e iN 7N ♦1 Ae 7+a 7N N6 7H He.arsN G+3 CO2 CM2 G♦2 G•2 CM2 w2 CM2 G4 G♦2 CMZ u+2 CM2 Not available In these alma a0. t Atmb 1 e a e 0 0 a 1 a 6 a It "0 "e Peaa4 e+i a- 0♦ w .e ♦e He Na 7•e 1N NOTES: O=EXAMPLE ON SHEET 7)POSTI VE PRESSURESIN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4'SILL DLO WIDTH e 2)WHEN USING THE 2-1rr SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3.1.4'SILL, TABLE 2A NOM.PANEL WIDTH-7' POSITIVE WATER DP)S 60.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER OF IS 60.0 PSF MAX Sin Height toMax.M DP DLO HEIGHT. (NEGATIVE PRES.UNCHANGED}SEE TABLE 2A (Weis,hnng an Retlrp) OR LENGTH Imo- + 3)4''3-1 147 AND 2.12'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' am F6 7le19M DOOR UNIT HEIGHT-10.126• SILL IS OT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. M Dnlgn t� (FW or6ox,see wI PANEL HEIGHT+ POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTCCTEO BV Prraun,pr AN OVERHANG COMPLYING WITH THE CURRENT FOC(SEE ADJACENT DIACRAM);THIS CONDITION IS 8beat 17) = c OH MTIO:7 DOOR UNIT HEIGHT-1.666' NOT RATED FOR WATER INFILTRATION. Fkah-1- sas rob 3 1O1 4)SEE SHEETS 10.14 FOR ANCHORAGE SPACING,EDGF.DISTANCE AND EMBEDMENT INFORMATION. -2-12' 4�'� ,_H-_ 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medlum-51/4' *60.0 6)JAMB ANCHORS ARE SPEWED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE SEE NOTES 1,7 ♦60A OR RATIO=OR LENGTH PRODUCT REVI•C0 INSTALLED. OR HEIGHT o eenNNae Mtlr the FW W8 eelidlee THE FOLLOWING STILE E ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 213 22 FOR PART DIMENSIONS AND SHEETS 18 810 FOR ASSEMBLY DETAILS. N0A _ 16-0629.06 Interlodt P-hook Lodutlle@Jamb Straight A."p, Lodragal ab'o@ 90-AstLw l. 13S'Astragal L.kRile• UpIratlan eels 02/1712020 Ne Ambly 5,.*M At.pl Amb1V 9T Astragal Assembly 135'AttrapI Heavy-duty Stiles Heavy-duty Sule Heavy-dutyStHe Heavy-duty Stile Heavy-duty Sdle HpvyakRYStie Heavy-dutyfdle Heavy-duty Sole Heald-dutYSt9e •a7i� Sblderd Astragal Ouhtslldde(C�w1s+'er�I"'I oplspe Io Come 1 Inside Coma'1 1 Co Ouu om orn Cer Fart 61e) P.m"I(ri) PiR 661 Pat,661 PaRKl(Jtee) Dart 661 part 1618((Comer P4na1L'(Oul.) DaR5031(&932 Part 061 PartN67(AsnegaQ Receiver) Dan elm ( In.) [om.aFxa Moony -u 6�6.� T talo 7apw1cao9yaeka DPANDANCHORAGE N w•lact roams I �yHgyNp SERIES 770 ALUM.SGD-LM IMPACT - A LYM MI_lf}L PE i 1waM4 CaR7.pAlI7NR0r aeDiN /'JT'$ 7 +Y1 0.077/730R1 B P.Ea aa7m • •• • • • • ••• • • ••• of ••• • • • • • • • • • • • • • •• • • • • • • • • I ••• • • • • • ••• • • • ••• • • � f ) TABLE 3: TABLE 3A Design Pressure(DP)and Anchor Quanddae Required,(for all approved conflp uralfono on Shoots 2&3) Naldmum OP shown below SM Holphtto Max.(+)DP Fa carr rtraON erchoralle m 90'm 135'ckmr urge.eaa Mest 11 (May be NMX*d by T"3A) (WetN#latretion Ratites). T.Ws appal to flue Types 4,4A. 61' Door UM7 M 10T 10a' ��F1Wa" (+)Destpn 8,GA.7,7A.0 i M arW tM 8ti•I 6hee117). Frescos'ver AatispW typo eMrl bel". N rc ur rc AM—W Fawh-1-tf2' sea rnk 1 .48.67 1 Z ] 4 1 3 3 4 1 2 3 4 1 2 ] 4 1 2 ] 4 1 2 r e 4 ) FVaeaM" - Med--V/4'—.00.0 24, 1T Head9el C4+1 GN G+1 G+1 CM1 G+1 C4+1 CMI CN7 G+1 C1+1 CN1 CMf C4+1 GNt CN7 G+1 CNt CNi CNt 21%, Nt CNi CI+1 OM1 -4' +9p.0 CLO Jona 0 0 0 a a 0 e e e a a a 6 B 8 0 10 10 10 10 10 10 f0 10 P4nra 147 147 147 147 7+9 7+a 7+6 7+a +a 7+6 7+0 7+6 7+1 7+a T+a 7+e a+9 149 a+9 149 149 149 149 149 SEE NOTE$1J- Des Pe1•aue +/-W.0 I +1472.a f +h7e0 f 23' Head'S• CN7 CMt G+1 CN1 C4+7 001 CMI CN1 CN1 CN7 CNt GHC4411044110441104.1 1 CN7 CNt 7 G+1 C4+1 G/1 OM1 ( -, OLA Jett, e e a a B e e1 • 1 a B 0 • e 10 10 10 10 10 10 10 10 P-t m Ni 6+7 0+7 147 7+0 7+0 1+0 7+a 7+6 714 7+0 714 7+0 7+B 7+B 7+0 e+B 9+9 149 aW a+9 Np NO M9 Deepr PleeeNke 0-molear +142.5 +}700p f 7r 29' Head'!M CNt GH G+2 ONS G+1 GN G+Z G+2 CN7 GN CN2 Cbl CN7 GN Cbl CbT G-7 CNt CN7 CN1 G+1 CN7 CN7 C5+1 6 �� IIA Jema s e • 8 8 6 0 B s s a e e e 10 0 10 10 10 10 10 10 10 10 P4•09 147 1 147 1 147 1 147 1 7+6 1 7+0 1 7+0 1 7+5 1 7+4 1 7+5 1 744 1 714 7+8 1 149 1 149 1 0+1 9+9 I a19 1 5+9 1 a+9 149 149 149 149 L Dealpn Resxra 0420ppf +1226 pot 0-7 opal rLENGT-H 1 �„ 36' HesdSa G+2 G+2 G+2 CA+2 CNCN2 CN2 CN2 C6i2 CN2�0&22 CN2 '2 2 CN2 CN2 C6+2 CN2 DLO imb 6 - 412 e d e0 • 10 f0 10 70 10 to t0 10 +• 7+• Tie 7+e 7+• 7b 7b 7+a Nf 614 149 149 149 Ne •K 149 149 " •+9 8+0 149 M9 1 +/i00wf See NaMA bee, HJ2A Pet +l-7a.0 w14, N' G+2 CN2 it G+2 G+2CN2 C6+2 CN2 CN2 C5+2 C3+2 CN2 Ob2 C6+2 ON2 f 2DLO Junb i 0 0 e e D f0 e 8 a 10 a 6 0 0 1 10 10 1D 10 10 .P•npdt 147 l+e 7H 7+6 7+6 8+9 are 149 149 •H 6+9 a+9 6+9 8+10 1470 9+10 e+6 1410 10 1410 149 1470 9+10 1410 FOR EXAMPLE ON USING TABLE.SEE SFC-ET 7.^ NOTE A H-00.0 PSF FOR GLASS TYPES 4,4A,8,8A,lA,8 6 BA;+/d7.1 FOR GLASS jYP 7 NOTES: OH LENGTH OH RATIO= 1)POSffIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4'SILL. OH HEIGHT 2)WHEN USING THE 2.12'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3114'SILL,POSITIVE WATER DLO WIDTH= NOW PANEL WIDTH-7' DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGAI WE PHESSURE9 UNCHANGED).SEE TABLE 3AL DLO HEIGHT a 3)4',3.114-AND 2-12'SILL HEIGHTS ARE TESTED FOR WATER INFLTRATICN WHEREAS THE I-1/2'SILL IS NOT AND DOOR UN IT HEIGHT-10.125' rt + MUST ONLY BE USED WHERE WATIERR RCO1STANCE IS NOT REOUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WIT H-I HE CURRENT FLORIDA PANE.HEIGI'IT SULDING CODE(SEE ADJACENT DIAGRAMr THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1488' 4)SFF SHFETS 10.14 FOR ANCHORAGE SPACING.EDGE DISTANCE AND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. PRODUCT RIMSED av"dvlaa arlN the rim. THE FOLLOWING STILE 6 ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21 8 22 FOR PART DIMENSIONS AND SHEETS 16 619 FOR ASSEMBLY DETAILS. •WM"9 CCadd Stn'a"ssemAstragal Lodstite0 90'Astragal talatile@ 235'AStneal udmile@ now-Pao 111-062•.06 Interlock P-nook tttasnlE@Jamb Ably Straight Astragal Assembly go,AMP Assemblynn 135-Agal E*.U.e Date 02/1712020 Heaayduty Riles 1 Heavy-duty Stile Heerp-duty Stile Heavyduty SUIC Healyduty5tila H—V4uty5tfla HeaWduty Rile Heayduty Stile Heavyduty5t0e or Heald-duty Anragal Ou15Ide.c0mNOuerida e RLam tri 3e'ue(ZaMr�a 1 t IrISMe W� COmN DOLSIde t"•: _- - Part 1061{SLIM) Pan 161(Stile) Part#119(O0L) Pat 061(Stile) "ICE Pan#61(4P•R 461 Pat 061 Part#62 Part Alla(Cmnef Pals 032 6 432 Part aft e part 066(Anragai RxaWr) Part t120(In) (Com 6 FN MounO I. ten nmwc4oarae+a - DPANDAIVCHOR4!'E ,.`:'.,.,`` ",_.:.C`-,• M 1E10LL KWA Ir1J4aweR SERIES 770 ALUM.SGO-LM IMPACT _ A,LYNN MILUR,P.E M A4 f010/fI carr.OFAusHaerw e0D1/0 WT$ H +?2 e~ PGT0130 B PI.4 ae7o5 I • •• • • • • ••• • •• ••• •• • • • •• L • ••• •• ••• • • • •• • • • • ••• ••• ••• • • • 1 ••• • • • • ••• • • I 11 4 I , r ) NOFRAME '7,8'P44DOK ANCHORAGE CONSISTS OF: SEE'C6•CLUSTER 8EE JAMB (7)P-HOOK ANCHORS, SEE-CW CLUSTER MAX UNIT WIDTH '—� DETAILS,SHEET 10 SPUCE 1...REWIREDQ (PERPENDICULAR TO GLASS SEE�5'CLUSTER DETAILS. FORASTRAGAL NOS EXTERIOR PLANE)SEE TABLE 2,SHEET 7 DETAILS,SHEET 10 FOR REQUBtt.S'Cfi' SHEET 10 FOR INTERLOCK 24•MAX O.C. POCKETS INTERLOCK CLUSTER,SEE THIS 60'NOM. DETAILS,SHEET 11 xx x SHEET SPOCKET (8)P-HOOK ----- _ x \ I PANEL WIDTH Mm. MOUNTING " .�—'T:—T •f x 8• EE HOO INSTALLATION, ADAPTER rMAX fat--r x THIS SHEET ANCHORS MIDWAY L g•MAX, x &SHEET 14 BETWEEN P-HOOK N 4 PAIRS OF 1 - ANCHORS&ATW I qi{ .' I•; iIo, •FRAME ANCHORS FROM TOP 8 ANCHORS (TOTAL B BOTTOM i UNIT "� ANCHOR S) MALO.C. HD.C. 4.051' -4AXTO OPENNP-HOOK EIGHT PER JAMB EDGE OF POCKET SEE I O (SEE JAMB ANCHORS r INSTALLATION • I �' DETAIL DE7AILS'Jc'8'Kc', i� i•� �o� IoP-HOOK -FOO G x"� BELOW) END PANEL SHEET 1!&PART to ANCHORAGE DETAILS'J'&W, i I1 I 3'MAK. ADAPTER x 24"MAX (2 ANCHORS) SHEET 19 FOR �—N� O.C. P-HOOK i____ !_�__ ( I ANCHORS , .��I ••ANCHORAGE ANCHORS END PANEL - xx x x * xxx • xxx 8'MAK J`ANCHORAGE(SEE ANCHORAGE x xxxx P. , •.P SKETCH BELOW) (SEE SKETCH BELOW) �y2. rr "3' ANGIOMGE CENTERLINE S'MAK.,TVP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OFPANEL 1 2.04' 24'MAX EXAMPLE:&PANEL 2 TRACK 9D•OUTSDE CORNEA• XX00(O-EXT.MOUNT POCKET ANCHORAGE PIAN: O.C. 60'x 98•NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6. SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1 1)APPROVED ANCHORS:SEE TABLE A.SHEET 1 ANCHORS MAY BE ADDED 2)ANCHIOR LOCATION.SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 13,SHEETS 6.8: AS NEEDED TO ALIGN THE HEAD OR SILL E A SPLICE �. •� CEA -INE OF HEAD&SILL:8'MAX FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM 41' OCCURS AT THE P-HOOK. NOM. Ew-OCK APPROPRIATE TABLES,SHEETS"AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL SEE"W'CLUSTER ASTRAGAL LOCATION.PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH TAILS SHEET 10 ANCHORS PER PANEL.ADDITIONAL ANCHORS 24'O.C.MAXIMUM. FOR INTER:CCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY ',PANCHORAGE REQUIRED IF THE C.C.DISTANCE TO THE I' CLUSTER IS OVER 24',OTHERWISE ANCHORS ARE NOT B'MAX PRODUCT REVISED - REQUIRED AS PER THE FIGURE AT RIGHT: mxw�s CENTERLINE JAMRS A P•HOOKS:6"MAX.FROM BOTTOM,21'MAX.ANCHOR PAIR O.C.(JAMBS),14'MAX.ANCHOR OF PANEL 2 O.C.(P•HOOIO UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS S-8.SEE MOkNe. 1•'0829'06 FRAMEJAMB P4100K ANCHOR DETAILS ON SHEET 14. lxpnnon Dw02h712020 RFOUR ',2"ANCHORAGE ANCHOR PAIR CO- L S CENTERLINE SEEILS.SHEET CENTERLINE ANCHOREND AGE •y •` 'CB'CLUSTER SEE �pF DETAILS,SHEET 10 OF _ ANCIiORAGE Mhn e n DETAILS,SHEET II I INTFRIOCK FDRASTRAGAL ASTRAGAL (2 ANCHORS) 8• ' I• 4.061' I 3.5' h MAX '.ulrNrr. EXTERIOR�j �OFPANLI I •rY ANCHORAGE—/ `OF PANEL •,2'ANCHORAGE L�CEN7ERLINE r•'_ OFPANEL3 I OF FAMEL4 I OFPANEL5 (` SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ,PJBT•?aA14•YORAi ANCHORAGE SPACING&EXAMPLE PLANSmaw N N9•CG fLA1T1B MSERIES 770 ALUM.SGD-LM IMPACT B ALVNY MIT.VB JR 1..4 rar.G•AYfR 4zwe Barx�ro NTS 0 •?1 0...PO70f90 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • • •• • • • • • • • • I ••• • • • • ••• • • • •• •• • • • •• •• 1' • { ASTRAGAL OR {.SPLICE LOCATION ASTRAGAL OR I(FOR SPLICE ASTRAGAL OR SPLICE LOCATION 8'DIAG. 2.W INTERLOCK-- IF NEEDED INIERLOCK-n CONDIT)ON,USE INTERLOCKIF NEEDED 2.04' CENTERLINE I CENTERLINE 'C6'CLUSTER DETAIL) CENTERLINE 3.5" 1.76' _ EltrEnwrt W DIAD. T r 3.5• 1.75' 29' MNL O.C. FXLE�tOfl 2A4• 204' 2.04' 21' [rj 5.64" MAX. EXTERIOR 3.5' T Ir_ILTE9123 4'DIAG. 7. TIER T 3.5' O.C. v 2-1RACJC FRAME HEADIBILL 2-TRACK F'RAWE HEADISILL v 2-TRACK FRAME HEADoLL W MAX 5.69' a ASTRAWL oR INTERLOCK 49 ASTRAGAL OR INTERLOCK 40 ASTRAGAL OR arrERLocK T (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE F.CLUSTER FRIVA2 2-TRACK ANCHORS ARE REQUIRED.-C4-) ANCHORS ARE REQUIRED.'C51 ANCHORSARE REQUIRED,'C6� ANCHOR—PAIR 8'MAX I 4-TRACK ASTRAGAL ORSPLICE I OCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 8"DIAD. FRAME JAMB INTERLOCK.1IF NEEDED INTERLOCK-- CONDITION,USE INTER LOCK�IF NEEDED ANCHOR PAIR CENTERLINE I CENTERLINE '06'CLUSTER DETAIL) CENTERLINE 35' 2.04• #4. 3.5' 7-- ANCHORS NAY BE INSTALLED 21• EITHER IN THE EM.OR INT. 2.04' 'DIAD. MAX TRACK(INT.SHOWN) 8' 1.09' O.C. I �_ 5.04' -NOTES: E ETR T��ER4•DUG- ezT3.5- 1.ALL DIMENSIONS SHOWN v 3-TRACK FRAME HEAD,SILL �1 3-TRACK FRAME HEADISILL V 3-TRACK FRAME HEADISILL 8'Mme'- ARE WEBASON MIN. ALLOWED. 6WASTRAGAL OR I VTFR'_OCK it ASTRAGAL OR INTERLOC< @ ASTRAGAL OR INTERLOCK 2,FOR HEAD OR SILL SPL CC (USE WHERE 4 CLUSTER K I NSE WHERE 5 CLUSTER (USE WHERE 8 CLUSTER I 3-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT ANCHORS ARE RECUIREO,'C4') ANCHORS ARE REQUIRED,'CV) ANCHORS ARE REQUIRED,-C6') ANCHOR PAI2 P4MK SEE SWEET 0- { ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II( (FOR SPLICE FOR SPLICED SPLICE ASTRAGAL OR CONDITIONS ONLY: INTERLOCK-1 NEEDED INTERLOCK�-I INTERLOCK CONDITION,DO NOT CONDI7IDN,USE USE THIS DETAIL SPLICE LOCATIONt CENTERLINE I CENTERLINE CENTERLINE ) ��II 7 75' 'C8'CLUSTER DETAIL) IF NEEDED aawoh�na 16- 3.6' — 3.6' T, 3.5' i:Ila•9 '�a uenwM• NOA41a 160.2•.06 2.04' 4-DIAG. 2.04' 4'DIAG. 2.04' C•ImUm 6•b 02117I202O 2.04' 537-DIAG. 4'DUG. 4.08' 4"D + I 2.04" T. TTS prTTTETTRIQR TTTT 9.S •''lr CL'I:.:�'�� v 4-TRACK FRAME I IEAD/SILL �T 4TRACK FRAME HEADISILL V r 4-TRACK FRAME HEAD SILL - ft AS7FNGAL OR IlfERLOCK Bl ASTRAGAL OR RNTR9I.;XX I&ASTRAGAL OR INTERLOCK _ .,. (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,•06'1 _ ANCHORS ARE REQUIRED.'C4-) ANCHORS ARE REQUIRED.'CS-, WITH S WITHOUT SPLICE CONDITION ,worcnrwaar,wK ANCHORAGE EOMPLECLUSTERS I rwrH+urom SERIES 770 ALUM.SGD-LM IMPACT •..u�. 6 A.'�M 4LE K v.t .N 1M0Y1 ��x�.4rn✓nx 4xeu• I4o->A NTS f0 -n PGT0130 r •• ••• • • • • • •• •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • *so 000 000 0*9 I ! ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 42.04 - 204' 1NiE&e4 . " I11TEll g 2.04" NOTES: wTgR T. 1.ALL DOAENSIONS SHDWN 4'DIAG. 4•DUG. 8.94' AREBASED ON MINIMUM 3.5 3.6' ALL2. OWED.DEPICT ANCHOR INTEINKY 3. 1i QUANTITY AND SPACING,ANO WOULD BE I)ENTICAL E% R100. 4"DWG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 4• 3.5' 4" _- 3.54• SXMR.R2.0 +1"ANCHOR 2.04' �ROR 2.Oa' EXr 2A4' r 5.04• 00'CORNER 00•CORNER 136-CORNER 135 CORNER 2-TRACK FRAME HEADBILL 2-TRACK FRAME HEADISILL2-TRACK FRAME NEAD/SI 1 2-TRAP(FRAME HEADISILLCENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5ORB CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 6 OR 0 CLUSTER OF PANEL ANCHORS ARE REOUIRED.'C8D ANCHORS ARE REOUIRED."X) ANCHORS ARE REQUIRED,.91D ANCHORS ARE REQUIRED,'015*) 44' "+7 ANCHDR _+ EXTERIOR 4.08' •+1'ANCF{OR TAi' 204• 4•DWG. 3.3MEROn136' 3.5+ 1 EXTEBI _ CENTERLINE 3.5 OF PANEL 4. 4.08' •+3'ANCHOR CENTERLINEP 3.5' OF PANEL 2.04' P DWG. VMRIOR INTERIOR T 4" 1N1€ ALL _2'ANCHOR -+,3.5• 90'00RNFR 135'CORNERVIEWS T" .' 3-TRACK FRAME HEAD/SILL 3-TRACK FRAM_HEADISILL CENTERLINE (1W(' ANCHOR CLUSTER REQUIRED ("C8•ANCHOR CLUSTER REQUIRED �OFPANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.17 INTER 2.04' 3.5' 4" ESTE IOR. 5.8S• �CfMERLINE IN I((N R "OF PANEL PRODUCT REV13ED I�gOg 3.5' 196' '+3"ANCHOR wndi.g wla u,.vbAd. 4• T, 2.04' NOA44o. 18.0629.06 - e.W.�URR 9,r o2HTno2o 8.12' S.1 Y 3.5" .4!DIAG4 .. 7" p:}EµIOR Mlt 2.04. r3.6• 4" 4 4"DING. 3.5' , 3.5' I _ EXTEPKR eXTFnIOR 2.04' CENTERUNC 90'CORNER 135'CORNER �—OFPANEL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILI - •'�5!'"'ll -. ("C5'ANCHOR CLUSTER REQUIRED ("Ce'ANCHOR CLUSTER REQUIRED 4-TRACH FRAME HEADfSLL AT All 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE SIMILAR)LAYOUT _- (9-(HACK SIMILAR) _ �: L IOTDT@9I�OLaOYORhE ANCHORAGE EXAMPLE CLUSTERS Now . SERIES 7/0 ALUM.SOD-LM IMPACT A LrNv bust vE. .IA KNWI4 czar.annum name ta0.1f0 NTS 11 X27 POTD190 B PE�s5T15 { •• ••• • • • • • •• •• ••• •• • • • •• { • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • l 000 • • • • 0:0 • • • • • • • • • • • • • •• •• • • • •• •• 000 • • 0 ••• • • I . .I 1 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET I EMBEDMENT:SEE TABLE A,SHEET MN.OF THREADS BEYOND EDGE DISTANCE: CDOC DISTANCE: SEE TABLE A,SHEET 1 EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A SHEET 1 SEE TABLE A SHEET 1 i 2-1H6" "SEE 2-1/18'• NOTES: _ 114' 1l4• 1/4' 1.ALLDIMENSIONS r SMAX Er MAXE N MAX, SHOWN ARE BASED 7 _ 1 SHIM ON MIN.ALLOWED. EMB7r:', I 2.METAL OR WOOD SEE TABLJ SUBSTRATES MAY BE SHEET t USED FOR ALL FRAME WOOD WOOD ANCHOR TYR, ZX WOODOR TYP., METAL TYP., SMSANCHORTVP., TYPES PER TABLE A. SEE ANCHOR NOTES TYP.,SEE ANCHONOTES SEE ANCHOR SEE ANCHOR NOTES SHEET I. TYP.SEE ANCHOR d TABLE M SHEET 1 NOTE 3,SHEET 1 d TABLE A.SHEET 1 NOTE 4,SHEET 1 d TABLE A.SHEET 1 NOTE 3,SHEEP 1 •DIAGONAL O.C.IS WOOD I FRAME HEAD ®WOOD INSTALLATION HEAD ®META I FRAME HEAD MIN 4'(HEAD d SRI) ©WOOD INSTALLATION WOOD INSTALUTION pr METAL INSTALLATION OR 6'(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP.. 2X WOOD SMS ANCHOR TYP., METAL TYP., DEI AILS,SHEETS 10 d 11. SEE ANCHOR NOTES THP.,SEE ANCHOR SEE ANCHOR NOTES TYR.SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR 8 TABLE 0.SHEET 1 NOTE 3,SHEET 1 SFF d TABLE A S*INOTE ,SHEET 1 SEE dTABLE A,SH:L 1 NOTE 4,SHEET 1SEEANCHOR ANCHOR ANGOR I! MN.OF 3 THREADS BEYONDNOTE 5,SHEET NOTE 5, NOTE5, THE METAL SUBSTRATE 1(1/P MAX.) SHEET 11 SHEET1(1/4-MAX) ,.+ .1 (1/4"MAX)Te ,IRl EMBEDMENT:SFF 2.1N6" -1118"' 2-11 18'* TABLE0.SHEET i EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A SHEET t SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE 0.SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1 2-TRACK FRAME SILL®WOOD FRAMECK _ TME SLL NSTALLAT N ®WOO INSALLATON fw TAL14 AL ON EMBEDMENT.SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET i-`I EDGE DISTANCE: SEE TABLE A. 1 METAL TVP.. 1 SHEET 1 EMBEDMENT:SEE PRODUCT REVISED TABLE A SHEET 1~ � EDOB DISTANCE: SEE ANCHOR EDGE DISTANCE: SEE TABLE A, NOTE 4,SHEET 1 Cdr W00D SEE TABLE A. WOOD SHEET1 NCA-Ha 'L6.OS2S.00 TYP.,SEE ANCHDR TYP.,SEE ANCHOR ' 21116" tolmd.n Dw 0211712020 NOTE 3,SHEET 1 I (SHEET 1 NOTE 3,SHEET i SMS ANCHOR TYP., ry 2_1ry5r• BEE ANCHOR 40TE5 M��- SEE AANCHOR TYP., 2-1118"• d TABLE A.SHEET t NC OR NOTES WOOD ANCHOR TYP., / MIN.OF d TABLE A.SHEET 1 �� SEE ANCHOR NOTES THREADS IX�p dTABlE A,9NEET1 EXTOom BEYOND THE ��,LYNN bqf O� n -MAX1/4SHIM�I--- EMMOR ,f I, METAL f9�: U �' 1l4'MAX SHIM I•.— `� .._� SUBSTRATE �}'', ,A, I• 1/4-MAX.SHIM F+— NC.53105 ®2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAMC JAMB WOOD INSTALLATION ®WOOD INSTALLATION METAL INSTALLATION - 6777 mrmaMaoorauer ANCHORAGE DETAILS t.1111rro.tem SERIES 770 ALUM.SGO-LM IMPACT JR 107671 o9r D•AVDLfNe NT5 i? +77 P0T0130 B A.CtPlA IOTA NE1m P.E P.E r • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • I I / 1 � a t INSTALLATION DETAILS EMBEDMENT:SEE TABLE A SHEET 1 EMBEDMENT:SEE TABLE A SHEET 1 NOTES: EDGE DISTANCE: EDGE DISTANCE: CONCRETE CDGC DISTANCE:SEE -SEE TABLE A SHEET 1 SEE TABLE A SHEET I S ALL N ARE BASE PER TABLE TABLE A.SHEET 1 CONCRETE CONCRETE SHOWN ARE BASED PER TABLEET I 2-1118•• PER TABLE 9.1/18•• PER TABLE 2.1118"• ON MIN.ALLOWED. A,SHEET i A,SHEET 1 1/4• •DIAGONAL O.C.IS EXTERIOR .;` `1 r :.r ,r MAX. OR 0'(JAMB)SEELL) T -r SHIM EMBEDMENT:J } 1/4" �0R 1/4• pmRbp 7 DETAILS,SHEETS SEE SHEET 1 L..SHIM1�3 $� C I 10 611. PROPERLY SECURED IX CONCRETE ANCHOR TYP„ PROPERLY SE CURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHORTYP., W000 BUCK TYP.,SEE SEE ANCHOR NOTES d WOOD BUCK TYP.,SEE SEE ANCHOR NOTES d WOOD BUCK TYP.,SEE SEE ANCHOR NOTES d ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A SHEET 1 0 2-TRACK CONCRETEINSTALLATION CONCRETE INSTALLATIONE HEAD 34RACK FRAME a CONCRETE INSTA-LATION 4• IX FRAM HEAD . CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCiOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYR, PROPERLY SECURED IX SEE ANCHOR NOTES d WOOD BUCK TYR,SEE SEE ANCHOR NOTES d WOOD BUCK TYP.,SEE SEE ANCHOR NOTES d' WOOD BUCK TYP.,SEE 'FABLE A SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A SHEET 1 ANCHOR NOTE 3,SHEET i SEE ANCHOR 5EL ANCHOR SEE ANCHOR NOTE S.SHEET- NOTE 5 NOTE 5, 1(1/4•MAX,) 1 SHEET SHEETI (114•MAX)tm4j XTFFJO J. F�EBIQfl .. i i 2-1110' 9-1/18 .. �2-1lIB'• CONCRETE CONCRETE CONCRETE A,SHEET 1 EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: A,SHEET i I SEE TABLE A,SHEET 1 PER TABLE SEF TABLE A,SHEET 1 PER TABLE SEE TABLE A SHEET 1 EMBEDMENT:SEE TABLE A,SHEET I A SHEET I FMBEDMENT:SEE TABLE A,SHEET 1 A SHEET 1 EMBEDMENT:SEE TABLE A SHEET I ®CONCRcTE FRAME EALLATION COBILL NCRETCK E NSTALLATK)N �COME SILL NGRETE INSTCK FRAME AILL LLATION EMBEDM-NT:SEE TABLE A SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 �I ':� EDGE DISTANCE EDGE DISTANCE: SEE TABLE A PROPERLY SECURED EMBEDMENT:SEE I CONC./CMU ANCHOR SEE TABLE A. IX WOOD BUCK TYP., SHEETI PRODUCT RrV S D TABLE A,SHEET 1-~ 1. TYP„SEE ANCHOR SBT 1 SEE ANCHOR NOTE 3, ewmp Coo PROPERLY SECURED LOGE DISTANCE: SEE TABLE A NOTES d TABLE A. / SHEET 1 Now-xo. 18.0028.06 HEET 11 1X WOOD BUCK TYP., SHEET 2-1118" bylmm-0at•02/17/2= SEE ANCHOR NOTE 3, CONCJCMU ANCHOR2-IHS" SHEET iTYP.,SEE ANCHOR y`MB��anh CONC./CMU ANCHOR 2-1/•.8'• PROPERLY SECURED NOTES d TABLE A IX WOOD BUCKTYP.. CONCRETE TYPNOT"SEE ANCHOR SEE ANCHOR NOTE 3, SHEET I i NOTES d TABLE A SHEET 1 CONCJIETE OR CMU 6HEET 1 \` CONCRETE _OR CMU GxTs 0R I. PER TABLE I S I V I I I ( prFF12R {A OR CMU ..PER TABLE �l A,SHEET ��,�y aNN MI��i V 11a•MAX.SHIM F+ PERTABLE n_ ��.- A SHEET 1 `\/ `� A.SHEET 1 V 1/4'MAK SHIM-�-� `�V.U�'`�0� 4 If1c;1 1/4'MAX.SHIM ®2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4TRACJ(fRAME JAMB CONCRETE/CMU INSTALLATION %CONCRSTEACMU INSTALLATION ®k CONCRETE/CMU INSTALLATION Iaw/ealloio4vAwr �IEPJHES CORAGE DETAILS "�` s, c aw N Isar.Weare '- �' /atA4eotem 770ALUM.SGD-LM/MPACTIW W4 mrr.crnun+.asAae aano NTS 1.1 22 1GT013D B M'L p Am i I •• ••• • • • • • •• •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • r INSTALLATION DETAILS NOTES 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REWIRED AT ALL 2%r MIN. ONMR•LALLOWED. INSIDE POCKETS 'EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES N THIS WOOD FRAMING TABLE A.SHEET i P4400K MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP.l INFILTRATION CNCJC U ILLUSTRATIVE PURPOSES ONLY.SEE SEE ANCHOR NOTES ANCHOR TYP.,SEE EMBEDMENT: --— S TABLE A SHEET I ANCHOR NOTES 8 TABLE A.SHEET 1 FOR SEE TABLE A (ALSO SEE TYP. TABLE A,SHEET 1 ALL APPROVED "__ SHEET I _ — ILLUSTRATION,SHEET 9) '. '; 1.114'MIN.EDGE DISTANCE SUBSTRATES. DISTANCE:SEE €xmpio3 3.SEE TABES I$ A,SHEETI EMBEDMENT: m SHEETS B-0FOR SEE TARE A, PIHOOK MOUNTING REQUIRED P-HOOK EXTERIOR SHEETI ADAPTER CONCJCMU AND P•HOOK ANCHOR TYP.,SEE MOUNTING ADAPTER PMOOK WOOD ANCHOR TIT., P44DOK ANCHOR NOTES b TABLE ANCHOR QUANTITIES. t 6EE ANCHOR NO -"'- - ` 6 TABLE A,SHEET I CONCRETE OR EMBEDMENT:SEE A,SHEET I ALSO BEE EXAMPLE (ALSO SEE TYP. CMU PER TABS EE TY. ON SHEET 9, ILLUSTRATION,SHEET 9) EDGE DISTANCE A.SHEET 1 TABLEq SHEET 1 ILLUS RATION.SHEET 9) ®Pi100K FOR USE WITH FLAT.511.1.RL4FR3 ®PiWOK FOR USE WITH ANY SILL RISER PA R78 A1B.N20,t22 OR N24. A+ PARTS I;8,N20.N22 OR Y24. WOOD INSTALLATION EXTERIORMOUNTSHONM. CONCRETE/CMU INSTALLATION INTERIOR MOUNT 61 IOWN (SEE TABLES/A,2A E 3A MAV ALSO BE INSTALLED IN (SEE TA9LES 1A V 2A S 3A MAALSO BE INSTALLED IN I FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE ADAPTER CONCICMU EMBEDMENT:SEE CONCRETE LE TABLE A.SHEET 1 ANCHOR NP.,SEE NOTE 4,SHEET 1; ADAPTER SMS TABLE A.SHEET 1 CMU PER TABLE MIN.OF 3 THREADS ANCHOR TOP,SEE A,SHEET 1 ANCHOR NOTES A TABLE BEYOND METAL ANCHOR NOTES A SHEET I ,SUB 28 B TABLE A,81 IF.ET 1 ALSO SEE TYP. ILLUO SEESTRATION, TVP. SEE TEMBEAB Eq ILLUSTRATION,SHEET 9) ILLUSTRATION, ` ¢� EMBEDMENT: SHEET 9) SHEET I SEE TABLE q DISTANCE:SEE SHEET 1 E A SHEET 1 1-114'MIN.EDGE DISTANCE PRODUCT REVISED- 3D IM•r llsrMl� H P-HOOK SMS ANCHOR TYP., Nw-Hu 160628.08 �QB P4400K CONCJCMU B(qB ! SEE ANGHOR NOTES n ANCHOR TYP.,SEED031f1 bolres e D t.02/17/2020 6 TABLE A,3HEET 1 V ANCHOR NOTES 8 TABLE V ILLUSTRATION,SEE SHEET 0 2A93'MIN. A.SHEET 1 2.893'MIN. Nn �o w L EDGE DISTANCE (ALSO SEE TYP... EDGE DISTANCE ILLUSTRATION,SHEETS) 'I ®P-HOOK FOR USE WRH BOX SILL RISERS ®P-HOOK FOR USE WITH 60X SILL RISERS PARIS#19.M21.#23 OR Y2:i, Kc PARTS#19.#21.#23 OR#25. �;`� YNN METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION � `Cad"'"" J ' (SEE TABLES 1 q 2A 63A MOUNT (SEE-ABLES 1q 2A d 3A MOUNi �� '.,F(+ FOR WATER RATINGS) ONLY GS) FOR WATER RATINGS) ONLY 6 �6 i rom,xs«oroorawP ANCHORAGE DETAILS T Iapwalm9 SER/ES 770 ALUM.SGD-LM IMPACT �'il'.LiUFR vE A4 197D74 C'.><i.VAImI ND! a'OnJ10 N15 11 .yl ~P07D130 B PF.�6no5 I •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • I • •• •• • • • •• •• { 1 CONFIG.EXAMPLES MAX.UNIT WIDTH MAX UNIT WIDTH HEADER DETAIL W, MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP,PER TABLES 13 DETAILS'AW I'A,' WIDTH INTmRw SHEETS 12 613 NOTES: eX1e225 1)SEE SHEET 17 FOR INDIVIDUAL PANEL ABLE.SURATK)NS AS 90' APPLICABLE.SEEAXIONCHOR PANEL PANE{, ! TABLES,SHEETS 8-8 FOR MAIC PANEL TYPE TYPE PANEL CORNER DETAIL N7, PANEL HEIGHT AND WIDTH.SEE TYPE 'OS' 'AS' TYPE SHEET 19I CORNER + SHEETS 18 119 FOR SECTION A' 7C ANCHORAGE SHEET i t DETAIS AND SHEETS 12.14 FOR MAX.UNIT MAXI q M HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL % ¢ DLO PER 'M',SHEET I9 + 2)(1)LOCK(ITEMS 76&107.110)AT WIDTH TYP. HEIGHT SEE PER HEIGHT TABLES NI- EACH I OCKSTLE,LOCKING INTO NOTE 2 TABLES id t3 EXi KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. JAMB DETAIL 103'.SHEET 3)PLEASE SEE APPLICABLE •y 18;INSTALLATION DETAILS ASTRAGAL 8 INTERLOCK X X Y.W I TLC,SHEETS 12I 13 COMBINATIONS PER DFIANCHOR TABLES. W. DLO WIDTH-NOM.PANEL WIDTH-T SILL DETAIL-9,SHEET 18: DLO HEIGHT=DOOR UNIT HEIGHT-10.125 INSTALLATION DETAILS EXAMPLE:9O'INSIDE CORNER,4 PANELS-XXM PANELHEIGHT=DOOR UNIT HEIGHT-1.808' 'DW&'De,SHEETS 12813 SILICONE HO'faAELT BUTYL STRUCTURAL ONE F SILICONE STRUCTURAL 91LI3116,NOM BY OTHERS POLYL100lnYLCN 1I4NOAL FOAAMM WRIT DESICCANT WITH DESICCANT EXT.OLASS / EXT.GLASS tS X 1' 11,10m.117 1.117 PF:SMS Pli SMS INT.CLASS WT.OLAW Q KODISPACE 4SG TPS (3 SUPER SPACER(DNXTTN PRODUOT RlVIBED ALl1MNUM BIY Mrlm wiN.e�EM6� REINFORCEMENT POLYISf NTFILLAREA � 18-0829.08 PANEL CORNER FRAME CORNER 6h.7NCM. a SE6•N0"'' [0mitf-x%021171020 DETAIL DETAILe ROLL-FORMEax oNe aeAt41YOESx:CANI STAINLESS STEEFOAMEXT.GLASSParti Daecriptbn Na1eM1 ExT.oLA59124 Kommellln9 490 TP8 8pecer SyMem 125 Duanex Super 9pac6rnXTwttt Hol Met Butyl SeetNe128 OUenex Dumeal Spacer tx INi.OL1SS GLASS ....... 127 Cardinal X Edge Spacer _ Im DURASEALO SPACER +n XL EDGE-SPACER REFERENCE TEST REPORTS:FTL-0717,89M&0870 JAR1 a aAIr41XwnoerueLc ANCHORAGEDETA/LS/EXAMPLE ELEVA770 N LFrALL rime A>rflue.floa SERIES77OALUM.SGD-LM IMPACT1�nT _ A LYN1 MILLER,P£ JR 1O'1M11 C411r.OFAYIN 41s)I c�77a Id7$ 13 •y' •^ PO70130 B PFial7G6 ( 1 1 •• ••• • • • • • •• • •• • • • • ••• • 4141 4141• •• • • • 4141 I a:* .00 go: • • • • • • • • • • • •• • • • • • • • • 00 1 I ••• • • • • ••• • • • 4141 4141 • • • 4141 4141 4141• • • • 4141• • • { ) CONFIG.EXAMPLES INfERLOCH DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHCET 15 r'M',SHE Ei 19 OPERABLE JAMB DETAIL W,SHEET 18; L -•( '!r�INSTALLATION DETAILS'GW 8'GC',SHEETS 12 813 D JAMB DETAIL Y37, ASTRAGAL HEADER DETAIL'A',SHEET HEADER DETAIL'A',SHEET 18; a0 JAMB DETAIL W.SHEET ////// INSTALLATION DETAILS-AV/d'Ad, SHEET 18;INSTALLATION DETAILS L1'd 18;INSTALLATION DETAILS yYlp 18;NSTAI.UTKkI DETAILS DETAILS'OW d'Gd, L2.SHEET 19 'AW 8'Ad,SHEETS 12 813 SHEETS 12 813 TVP. �'GW 8'Oc',SHEETS 12 813 SHEETS 12813 9O' , . EXTE R M�77; NELPE Pry�EL PANEL PANEL P7AYNPEEL INTERLOCK DETAILA' TYPE TYPE M'.SHEET fOIc MAXA YDS' MAX.UNIT / UNIT 90.OUTSIDE CORNERHEIGHT SILL DETAIL NOM. HEIGHT DETAIL N1',SHEET 19 8 CORNER ANCHORAGE DTH TYP. PER 'D',SHEET PANEL PER 1 MAX. SEE TABLES MAX. SEE SHEETII PER 18; WIDTH TIP• TABLES DLO TABLES 13 NOTE 2, 13 INSTALL DLO PEt ROTE 2, 13ONMRIOR HEIGHT SHEET 15 DETAILS HEIGHT TABLES i3 SHEET 15 �- €xra�n 1 a a TJw 6 TJd, D X. X X SHEETS 12 ((7 a NOM,PANEL 813, x X X X WIDTH TYP. I PER TABLES MAX.UNIT WIDTH—►1 MAX.UNIT-1. 73 6EE FRAME d IPANEL SILL DET AIL'0',SHEET 18; MAX.UNIT WIDTH CONSTRUCTION CORNIER EXAMPLE:O)= INSTALLATION DETAILS CONSTRUCTION DETAILS SHEET 1 5 2-TRACK 'DW 8'Dc',SHEETS Iz 8 13 EXAMPLE:90'OUTSIDE CORNER-XX/XX(2-TRACK) ASTRAGAL DETAILS'_t'd INTERLOCK DETAIL M',SHEET 19 JAMB DETAIL DE SHEET 18; L2,SHEET 19� INSTALLATION DETAILS 12&8 •1 INTERLOgC DETAIL'6M,SHEET 19 Y',SHEETS 12813 { •, HEADER DETAIL 1 - B',SHEET 18; HEADER DETAIL'C',BHEET JAMB DETAIL'H2',SHEET P+IOOK DETAIL'J'81C,SFFF.T INSTALLATION JAMB DETAIL TZ,SHEET 8;INSTALLATION 18:NSTALLATION DETAILS 19;INSTALLATICN DETAILS'JW. DETAILS'13W 6 Bc', DETAILS'IW d'IC,SHEETS 12 d 13 18;INSTALLATION DETAILS 'FiW 6}{C',SHEETS 12 813 'Jc','KW 8'Kc',SHEET SHEETS 12 613 YW A'Cd,SHEETS 12813 r MAX.UNIT WIDTH r' MAX.UNITWIDTH —►� PANEL PANEL PANEL PANEL I PANELT—E PANEL PANEL TYPE TYPE TYPE TYPE i TYPE TYPE TYPE PRODUCT RMSED MAX.UNIT NOM. 1 NON, UUNTHEIGHT PANEL ` PANEL /j HEIGHTPER WIDTH Tl'P. 4WIDTH TYP. // PER TABLES MAX 9 SEE PER S�S i SEE MAX. PER TABLES M°I w 13 DLO NOTE 2, [S], OTE 2, DLO TABLES 13 13Ll HEIGHTSHEETIS { SIEETI HEIGMXxOx x x x x o ., EXAMPLE:OXXXp SRL DETAIL F,SHEET 18;r EXAMPLE:XXXO SILL DETAIL'P,SHEET 18; (3-TRACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DFTAILS `( 'EW 8'Ed,SHEETS 12 813 'FW 8 FC',SHEETS 12 d 13 _ N°,wevnwuuK EXAMPLEELEVATIONS SERIES 770 ALUM,SW-LM IMPACT A L p V NLIFla.P.E. JRf0'ILYf/ `ar.OFAIRNC®i! ° xn•n° I NTS 16 +?1 oe P0T0130 B swum .. 000 00: see 000 r I • •• • • • • ••• • • •• • • • • • • • • • •• •• • • • •• •• woo i PANEL'S RIGHT STILE TYPE PANEL i qLE IvrERoio�a Foffa ocxemE AsmADu AsrnAaA Y CCRNER ooL AsrwlDAt INL aaEoLacncRwgec ao�gLQOavcnExtcog�L x°�nca Rlao veq TYPES O� �N en1E w/HMALE ep)t OUT Box IN wI NMOIE wrHNALE W/HANDLE w1NMIXE w1 HANDLE WHAWLE 6o gECEVER VWNgNOLE wI H4DLE1 _� -� _� SNOLE INMRLM C[j!- F PP K TR TQ TC TA TV TW OLT } N IN B E P A C C IC SQ SC SA SV SW IN 1R/1 p�M m RR RS S / FD FC FV FW LOOIOTLE D ��//�/ ---_ / W/IUNDIl I LU A3TRACN-. LR PANEL NOTES: BOX OVT W10NNDIE �� 1.SEE DIP TABLES 1-3,SHEETS e-S FOR PANEL AsrRAGA_ r SEMS d DESIGN PRESSURE. sT(W N LEFT Q INT RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF J W/HANDLE 01°Y" PANEL PANEL ARE NOT REQUIRED FOR ANY CDNRGURATMS F- AsrRADALT U STILE V STILE AND ARE NOT AVAILABLE. N sox aLrt � 3.90'AS TO USE HEAVY-DUTY STILES PANEL'E'SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND/ (p81}CORNER RECEIVER(IH 18)AND EITHER LUASnuGAL T l/ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR EX��&119)OR INTERIOR(#120)CORNER BOXIN RM J IN,coRNER / 4.135'ASTRAGALS TO USE HEAVY-DUTY STILES OT Cl (p&1)AND CORNER ADDON(#31} J 'NI IIAIDLE ry2e IT V w exrD :R QT QS - - SILL RISERS OPTIONS Z32 M-1 z oo LOCXSTILE z32 wr HMpIE IH, E??EBRH a EXT CORNER ^T ^A / EXTERI 2 i (E��]� .082- . W/WWDIER /V- /C 4.05^ 3306' I p M(PWER • N p AT AS DF 16� L —� PROIIDI.UbC4TwREV13RD LT7R R 11B e,SILL RISER FLAT' 501 RIS FLAT SILL RISER,FLAT SILL RISER FLAT i011a"ny DodOM•'M•R°Rso CF FLUSIJ H -1/2' — L OMEDIUM.3-114' 21 HIy4"R VT VS VF Imo- ,�°. "�IT'6-�WT WS WF a'I °� a .De2' Oe2• ..D6S•3306 ,F6T• ,, 1C SILIr RISER.1f1- I SOXI' 21 ` RIS�LOW, BOX RSILL ISER,BOX 25 HICKSILL RISER,BOX FLUSH.1- NOT VALID FOR WATER INFILTRATION RESISTANCE RE0002FMENTS.SEE SHEETS _ Ais roA601rNNOLosraana PAMEL TYPES or. 9„A,p,pe SERIES 770 ALMA.SGD-LM IMPACT -B A LTN1 Ml1Hi A.E .#f 10'IMI G9,T.OAIRH./R®e 866110 A?S 17 X12 o�.a-PCiTD130 B PF15gXK 1 •• ••• • • • • • •- • •• • • • • • • • • • • • • • • • • • - • •• •• • • • •• •• ASSEMBLY DETAILS 106 FJLLPMEL JAMB L74GTH (SEE SHEETS 12-14 FOR FOR NU I ALLATION DETAL.S) m OR 81 106 14 l08 OF JAMB GTH is 7a a 10.11 77 ® s ® mat el m OR e, 80OR—.h) s 2-TRACK JAMB 18 8 2-TRACK JAMB (SHOWN s SEE DETAIL Gl W1TH FOR FIXED 1 8'LONG W/ N R 106 OPERABjE m to7A%It PANEL CLW E9- MIDSPAN (SHOWN WITH PANEL AR SEE DETAIL G2 5 THFIXE PANEL INTERIOR) F'I IL RtpR 103 113 107-t 163' FOR FIXED s m OR et �IX�R C7 PANEL CLIP '63 1 15 b % % 10 17 6OF GTH � �1n MOR At ............ IHox3/4• 2-TRACK JAMB 2-TRACK JAMBaMs,)( &708 ;�A WISCREEN 8'L GWIRETAINERN123 3-TRACK JAMB 3-TRACKJAMB 4-1HACKJAMB 4-TRACKJAMB m (SHOWN WITH ®(SHOWN WITH (SHOWN WITH 11 (SHOWN WITH ®(SHOWN WITH MmSPANFlXEDPAN'LTC OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PALL) THE EXTERIOR) THE EXTERIOR) THEINTERIOR) 2 112 1 3 4 45 6 113 6 rw 113 6 52 E1 0 E29ERIOR m EXTERIOR W 9 -46 CK MAX.UNIT OPT.SHOSNCREEN �J FRAME HEAD WITH CREEV FRAME HEAD G FHAMEMEAD HE GHT PER I, TRA(* TABLES I3 PRODUCT REVISED Plrt�°w4lY tlw IbAd° 53 69 • BD N•u011et1a 38-0828.08 DITER103 FXTERIOR 52 51 7208 73 < 770R 77 ttOR 7] tt !>@Intlon Mt902h712020 46 113 11 I 11 1O 9.OYnn K N 47 a E% R10R 112 5 113 113 a WSCREEN3TRACK 4-TRACK FRAM U FRAME SRl f FRAME SILL E SILL ! •lu..;1i�L •ITEM BI SHOWN,ITEM eO ALSO APPLICABLE,SEE TABLES 13,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. t0191°GAVOLOfYORM: VERTICAL SECTION DETAILS ,,,,344D„D, SERIES 770 ALUM.SGD-LM IMPACT A.. M9JFJ�P.E. JR 104074 CM..G-AO7R4WI ° eDGIID NMI 18 +V P070130 B P.e.9a9706 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• 1 • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) 5 Q m 717 na 28 [tl 7 3g 11 113 1 27 P� III B2 111 W eo OR 61 eo 7711 e1 eo OR et 21 16 2a 20 � � 6 �)� 111 a2 �I-- 111 go. Tql! Q ERIOR TERIOR P HOOK FOR FLAT SLLS P-ilOOK FOR BOX SILLS INTERIOR- E a R R NEXT.6WiNT.MOUNT) EXT.MOUNT ON �• p �,T, m OR of 707-R1t �`aK1PART 61 KO'-" 5 INTERLOCK 7{ 717 00 DD 61 713 (7 EI(TEwOR 113 11 ) v t7a• 10.1 tta�E�wdi 7 ., w N STANDARD ASTRAGAL 067 HEAVY-DUTY ASTRAGAL#68 SO'OUTSIDE CORNER 90•INSIDE CORNER •ITEM#81(HEAVY-DUTY Lt WITMSTANDARU STILES#80 SWITH HEAVY-DUTY STILES#81 Nt 2-TRACK SHOWN ®2-TRACK SHOWN STILE)SHOWN.REM 060 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO � (BDX-0UT)MAY ALSO BE INSTALLED (BOX-0UT)MAY ALSO BE INSTALLED APPLICABLE,SEE TABLES TOWARDSINTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-414) 13,SHEETS"FOR OP (PSF)ASSOCIATED WITH 4 STILES. )_og 3+ 00f PAR �� 57107.11 4 INTERIOR 5 135' 6 PRODUCTREVISED Bu-.Cs( Mtn f NpW •oANti. 1606]8.06 t 135' 4 ( 11 8 81 32 Ml�m anIm 1 N 1I 32 Vim' 61 ...!"No", i 703 61 E7tTEwOR 7 10T-t 37 a 135•INSIDE CORNER S 02•TRACK SHOWN } 135'OUTSIDE CORNER "•:. ","'i'i _ J O 2-TRACKSHOWN Gl. cC 7WalEL'MtlIOBYLUa£ HORIZONTAL SECTION DETAILS CORNERS N,Ht6deoo SERIES 770 ALUM.SGD-LM IMPACT A.LYNN m.U,EK PF. '�,m 7dfdp mrr.nAurll�sw aenn6 MS 18 ay1 P0T0190 B P.es!aToe iI){$ I •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ( I { ^ i a r NOm POT POT# Description Nam POT POT#, Des011pdon NOTES: Dw.# # 1)ALL ALUMINUM•17003-TB f 17108 817900 (H 1 325 017925 PANEL STU 2 17343 611. 2-TRACK HEM WITH SCREEN RAL 61 77326 01748 PANEL STILE BEAVY OUIY) 2)MRAS#3330,51.69,66,78,8499,- 3 17308 617909 7-MC K HEM 17921 817727 INTERLOCK ADAPTOR 121 d 122 ARE NOT USED AND ARE ° 4 17312 817312 44PACK HEM _OS 1225 MQ VNYLBLL.5WSP.-THHO4SDENIERLAO() NOT PART OF THIS APPROVAL s 1fl44 617911 FRAME SCREW COVER M 1 1728 8LL ENO WEATiERSTRP PAD t 6 77717 017911 FRAME IEWAMB ADORN 85 17928 017926 INTERLOCK SCREW COVER 3)USE OF 012 OR#13 REQUIRES 7 17701 617304 ?TRACK BLL 07 1 TRAGAL _ MIN.#10 SMS OR 3/14'MASONRY 8 17301 617301 2-TRACK SU W(TH SOEEN PAI Go 17339 e17330 HEAVY 0171E ASTRAGAL ANCHORS,a Z4'MAX.O.C.!MY 511NI S4RACK BLL 09 17124 01732/ TOP a BOTTDM RAL 10 17310 a17310 4-TRACK SU 70 17350 H7M0 WEAT IEPB'TRIP EMEKSDN OWECfON MOinED) It 17313 17313 FRAMC OLLTMCK MERT 71 1806 71000 /-tWX V XWCHGH FN GEAR D1STPLUGS 12 17316 $17316 FRAME SILL SCREEN ADC-ON(8EE40TE 2) 72 6759 78IS9X TAMOFMST.STL.ROLI FR ABBY. 13 17310 817310 FNAILE SLLSCPEEN 0W AR)41N M NOTE 3) 8751 78HON TANDEM NYLON ROLLER ASSY. 44 17%05 M7305 24RACK.IAMB 74. LICONE DOW498 DOW W5 OR GE-77M 15 17302 817302 2aRAC(JAMB WITH SCREEN RAL 75 8185 M85X OEMMI MORTICE 3-PLY DIIAL LOCK WADNG TRU PLATE 10 17708 017305 34MCK JAMB 70 1012)OFPFX#1052X1'FL.SB W/TYPE'F'P 17 17311 617311 44ACK JAYS 77 7109279 103287EEL Z94C UNUT 18 17722 017322 BLL RISER-FLAT,FU)SK I-1? 9 7 81 1'O BEAD 10 17319 617319 BLL RISER-BOX FLUSH,/-7/C 00 17359 617359 7/A'PFM/POFD PANELlZP 20 17321 017321 WMAW.FLAT,LOW,2-1? 01 /7300 017360 SM'BPAD 21 17316 511318 BLL ROW-bCK LOW,2.1? 4 1224 6TP247K VINE BLL6 WEATHEABTRP 22 173'9 817303 DLL ROTA-MT,MEDDM,}Iw 63 01746 1746 LOWC NG 0T XVIC SGL SDE ADL TAPE,POLYEIN. 23 17L'4 01735{ SLL RISER-BOK MEODM,3-1/4' 100 5062 49052 ROLIFR A03 HOLE PLUG 24 77321 017723 BLL RIS -FLAT,HCH.4' 101 TROD JAMesumpok { ) 25 17UO 617320 SU RISER-B(D(HIGH.4' 102 im 71®6 'TPLUG 28 1 17111 I 617333 POCIETP4f0O( IW BIBS I 70180E 1'KEEPER 27 =57070NEO�PRFNE NEOPR64E BULB WSTP FOR P4700K 104 859 7SDIEEP SCREENLOCK IO:EPER 28 PoCE"T P+OOK MOUNT 105 17311 017344 FRED PANEL CIP-e'LONG 20 P4100K COVER 106 17352 O7 PANEL RETANE - 30 POCIETP400K FORtl R 107 1 t1A K -N RAWITH THUMB IURN 31 1108 1710 71740 HANDLE KR-RAISED EX7ERQR HANDIF 135 FWD MOUNT 109 lilt 7810424 I4VOLG KR-PE[f99ffl NTDLM1fiNTI77324730 TUFA OETiB4 ARESCREENPART6. 110) 1732 70170 IWIdLEKIT REMSMEXIERJOR PULL Q 43111 012258 SCREEN SDC RAA.-LOCXSTLE 111 7,mmmm8WX 510 X Y4'PH.PN.TEN.S.S. 44 TLOCK.OSK SCREEN LOMSET 112 1220 07516 V0 ,2/0X 171-FNEEkt. 42 4/Bfa SCREEN IEE PERSPMfP 4FT 113 lT12 64080 .78TXMU'FNSEAL O 814 881S2 SCREEN INTERLOCK ADAPTER 114 770X11SPP1( 010 X I-i/C 44 4428 62028 SCREEN DOUBLE Ki9ROCK 175 71mPPT 10X1' PRODUCT REVISED yt1y,rltA Nt•I'l—lda 45 4317 - aim SCREEN TOP 716 720XIX 14QOX1'S �� .S. ---�� iWA'InB CON 46 1378 812257 SCREEN BOITCM RAI 117------ 72NC12X 1420X1-WS.e. NOA.Na 14-0820.06 47 600 7SRAZ STANDARDROLLER. IRB 1 N 90 DEGREECORXER RECEMR OpIra008 DAb02/17/2020 4S e0 SM S' DROLLE -ST.STL 116 17737 24731/ WDE(7RFE OUIBNE CORNER A9IRAOAL ° /9 / 01924 SCREEN AHA(AL 120 17730 0117330 WDEOREE INSIDE CORNER ASTRAGAL 8Y ST 50 =1�001170[49O)D SCREEN ASRA( ADAPTER 123 113x2 01736E TOf:D PANEL RET ,70'51SCREEN SPLK4SCREEN SPI 9E-.160'B7SCREEN CLOTH 61 tA'X1'%100'SET.BLOCK.MEOPNENE6544456 1'X4'X VII SET.BLOCK NEOPRENE 8544 i... j 1200 7Bn9Vaa0Yae1F PARTS LIST ,,:�,:>• N YHK;M184t16 •. ,. f INiN9Br9m SERIES 770_AWM.SGD-LM IMPACT A—P YNN MLLEIL P.E ,9R 1MfY11 ow..VAPGt GIGGINGi0D 170 NTS TO •$2 �~POTD130 B P.E 164243 , } ) - k 1 • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • b ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • k r i 6.089' 8.587 ') 1'90" OA80' t 1.211'_t 0.081• 0.062• 1019'0.081• O2-TRACK HETT AD t9 4-TRACKSILL0. tSREEN(8061-T8 AL) (6083-76 AL) '40 STILF.. (6D63-T6 AL) ' 0.0� 1.045• �/J ISL- T U TT1.211• �� --� 7 It�u/�_00 U U 8(-- _l 1ii�- 0.062' 0.081' @ 2-TR(UUtV-K HEAD W/SCREEN TRACK "-'(8063-T�6(ALLL G)2-TRACK JAMB 46 SCREEN 70P RA L 7.105 15 SCSC (6063 TS AL) (Ly W-T6 AL) REN Wf 8.221' SCREEN TRACK 0.090• (6063-TEAL) ��FFTJ-i 1.211' 1.505' 0.875• +( 1.38 1.993' 0.081' O (6063--M RACK�HEAD O(808378 r gLLILL Wl SCREEN TRACK o.oa � � r OBorroM RAL i 9.142 IL (WW-T6 AL) 4.49' 0.081• 0.080• i �1. 1.Sos• jr.1os• i O,pg1• U U 9.141' O4-TRACK HEAD O7 2-TRACK SILL (6003T6 AL) (8063-T6 AL) PRODUCT- D lu8tlln0 CoN NQA-Ma 16-0828.08 1.614' 0"�• Uplr Unn0�»021712020 D.067 my 1.280' 0.63Y 0.700' MI i 0.080• 1.518' 1.990' u!c:•. OFRAME MEADNAMB SCREEN FRAMC SILL 6CFIEENFRAME SILL SCREEN '_t'i ,-•.;; , ADD-ON 12 ADD-0N 13 END AD060 1!3-TRACK JAMB (60&1-78 ALL) (6083-T6 AL) (6063-TB ) (6063T6 AL) { REQUIRESMl!N.#10 SMS REQUIRES MIN.#10 SMS OR 3/18•I.fASONRI' OR 3716•MASONRY t7 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS O W MAX.O.C. ANCHORS W 24'MAX O.C. (608-T6 A.L) ;;'.`[• 6 (6 n,„ taotea..cLooroms EXTRUSIONS '.:p- .�.:.. N Kl&M RJ1tle ry1t148?t/OF SERIES 770 ALUM.SGD-LM IMPACT _ _ A LVNI NI.1Bt F.F.. .AV f0/tOAH carr.aAUM IOPM soasro 1J7" 21 '22 P070190 B N.ew lmw *00 6 ) 0.0 0 0 0 i i I 1 0.83• , 3.807• 2.300' C.75Y� 3.607 0.782 0.574- 1.183' 0.885 O.OBY 0.798' 0.000' r - 0.07 0.082' T 0.075• 0 s GNU ze P-HOOK �P-HOOK MOUNTING �Pai00KSCREW � p-HOOK FOR BOX RISER COVER OTRACK O(6068-TB AL) �ADAPf- R� O.OBD' O(6083-TB AL) (6063-T6 AL) MTB AL) ( 3'TB ILL) (6063-TB AL) 14' 92u.. 4' 0' 1.488" Z12� 1.738' 0.0871903' .C80 .018• 325 F3Fes-3.125' OABY sl 135'CORNER az 135'FNED MOUNT 6p STANDARD STILE et HEAVY DUTY STILE _=C INTE LOCK IJC 063 0(6 -T6 AL) (603.16AL) O(8063-T8 AL) 0(8063-TB AL) COVER (8063-76 AL) (8083-T6 AL) 1 3.079' 3.979 f �4.125' 1 1.060'��1.0604i 'I-� 1.060•I� 0.075• 0.015' 1.815 0.087 1.304" 1.645• .045" -B H' .485• a 0.125". _ 0.281' ^325 .C4S (►- .045 O07 STANDARD ASTRAGAL O HEAVY DUTY ASTRAGAL 80 TOPIBOTTOM RAS- 2 GLAZING ((b 7/1SGLAZING 61 9/16'GLAZING (6083-T6 AL) (0063-T6 AL) (8063-TO AL) ` 1 `�BEADS.'IXE� BFA� ,5063-T5 AL) PANEL CLIP (6083T6 AL) (606346 AL) 1.003- A2.812.8' 4"--y 5�1. PRODUCT RMS'1=.D 0.757' I p Co�wxA xr llwla. 0.050' r 0.080" � K�-0a �18f-0828.0• Vo I�PFI EL CLIP 0.709' BtWmd-D.L.02/17/2020 2. 1.496' 0.193' 1.{88' 0.133 Br__A'M�� ' n a 680 --19.6631-- 80• Miun f q• I 0.709' ty FOLD PANEL 8.621' ORE1 EK 7Itl' 72090'INSDECORNERAS7RAGAL0.080"+I (0063-Te AL) H990'OUfS1UE CORNER ASTPAGAL (8083-TB AL) FOLD PANEL I IN 90'CORNER RECEIVER (�� ) ` f 1�RETAINER.9116' (6063-TB AL) ,aoay.mwmns EXTRUSIONS N�>31EE Rim6 - p„ ,�P SERIES 770 ALUM.SGD-LM IMPACT A.LTM uum P.E. eR t0^rBM� 81st[owm.IwaE 80D•m NTS 22 w 22 PG70190 B P.E.e nvm II • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • 0.0 • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 . F MIAMI-Du4DE 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.mismidadeaw/economv PGT Industries,Inc' 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"SR-710"Aluminum Horizontal Rolling Window-L.M.I. APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision G dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. ' RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product., TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as ari endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspectiort at the p tr '• t st of the Building Official. This NOA revises NOA# 15-0519.09 and consists,of t$isZ)age;l IndViditce pages E-1,E-2 and E-3,as well as approval document mentioned above. "' •' i The submitted documentation was reviewed by Manuel Perez,P.E. • • • • • . • • • NOA No.1b-0714.13 • •• • • • Expiration Date: December 21,2021 MIAMI�DADE COUNTY ••• • • • • Approval Date: September Ol,2016 r16)21 a{�O ... ... Pagel ••• f i i•'•i i i i i•'•i • • 0 ••• 0 • i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10,titled"Alum. Horizontal Roller Window,Impact", sheets 1 through 11 of 11, dated 02/28/06,with revision G dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 2 03-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal' spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NOA No. 0 7-081S.09) 3. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 ..4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4858,dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No.06-0405.06) . .. . . . . ... . .. ... .. . . . Manuel Per , .E. • Product Control E ner ,• ;. .'. NOA No. 16-0714.13 •" ' 'Expieation Date: December 21,2021 Approval Date: September 01,2016 ' ... Ti-1 . e e . . .. .. . • . •• .. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 ..4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada; P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51 Edition (2014), dated 05/14/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.09) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. .. ••• . . . . . •• . . .. . . . . • . .. ... .. . . . .. • ••• •• ••• • • Manuel a • • • • Z,• • • Product Control E min • • • • • • • • NOo .•• . . . . *4y . 16- .13 .; ation Date: December 21,2021 Approval Date: September 01,2016 . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated May 16, 2015,issued by manufacturer,signed and sealed by A.Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda,P.E. (Submitted under NDA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06,. signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.09,issued to PGT Industries for their Series "HR-710"Aluminum Horizontal Rolling Window-L.M.I., approved on 07/09/15 and expiring on 12/21/21. 1 a .. ... . . . . . .. . .. . . . . ... . • . ... .. ... . . Manuel Pere • :9: Product Control Exa r • ..• • NOA No. 16-0714.13 . . . ••• . . . . . .•Ex; .&ation Date: December 21,2021 Approval Date: September 01,2016 ... F.-3 ... . . . . .. . . .. . . . . . . •• •• . . . •• •• ... . . . ... . . I • L GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW BTANO o6 u11Eo •2D14 FLORIDA BUILDING CODE(FIBC).57H EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT.GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. •ASTM E130308 •ANSYAFBPA NOS2012 PVH'NOOU CONSTRIICTKM A 5/16'LAMI CONSISTING OF(2)UTES OF 1/8'ANNEALED GLASS WITHA.OBP'PVW INTERLAYER •ALUMINUM DESION NANJAL,ADM.TO10 •A151815007/52.2D10 B.8/18'LAMI CONSISTING OF(1)LITE OF 118'ANNEALED GLASS AND(1)LITE OF WHEAT STRENGTHENED GLASS WITH A.D90"'PVB'INTERLAYER. C.SH6'LAMI CONSISTING OF(2)UTES OF IV HEAT STRENGTHENED GLASS WITH A.090"PVB"INTERLAYER. D.7/18'LAMI CONSISTING OF(2)UTES OF 3/16'ANNEALED GLASS WITH A.09T-PVW INTERLAYER E.7/16'LAMI CONSISTING OF(1)LITE OF 3116'ANNEALED GLASS AND(1)LITE OF 3/16"HEAT STRENGTHENED GLASS WITH A.OW PYB"INTERLAYER. F.7/15'LAMI CONSISTING OF(2)LRES OF 3/18'HEAT STRENGTHENED GLASS WITH A.OW PVB'INTERLAYER, NOA DRAWING MAP SHEET G.13MW LAMI IG:(1)LITE OF IV OR 3/1W ANNEALED(MIN.)GLASS.SNB'OR 3/8"AIR SPACE AND 6/16"LAMI GENERAL NOTES.............i CONSISTING OF 12)UTES OF 1/8"ANNEALED GLASS WITH A.OW*PVB"INTERLAYER. GLAZING DETAILS............2 DESIGN PRESSURES.......3 H.13/1W LAN IG:(1)LITE OF IV OR 3/18'ANNEALED(MIN.)GLASS,5/16'OR 3/8'AIR SPACE AND I✓16"LAMI CONSISTING OF(1)LITE OF 115'ANNEALED CLASS AND(1)LITE ELEVATIONS.................4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"PVI'INTERLAYER VERT.SECTIONS.........._.6 HORIZ SECTIONS.........-.5 1.13/18'LAMI IG:(1)LITE OF 1/8'OR 3/16'ANNEALED(MIN.)GLASS,5/16.OR 3/8'AIR SPACE AND 5118'LAND PARTS LIST.....................B CONSISTING OF(2)UTES OF IAS"HEAT STRENGTHENED GLASS WITH A.09D'PVB"INTERLAYER EXTRUSIONS..................7 CORNERDETAIL..............S J.13/16"LAMI IG:(I;LITE OF IIS'OR 3/18"ANNEALED(MIN.)GLASS,3116'OR 1/4'NR SPACE AND 7/18'LAMI ANCHORAGE..............._.8-11 CONSISTING OF(2)UTES OF 3/18'ANNEALED GLASS WITH A.09T-PVI'INTERLAYER K.13116'LAMI IG:(1)LITE OF 1l6.OR 3116'ANNEALED(MIN.)GLASS.3/70'OR 111'NR SPACE AND 718'LAMI CONSISTING OF(1)LRE OF 3/18'ANNEALED GLASS AND(1)LITE OF 3118'HEAT STRENGTHENED GLASS WITH A.090-Wil-INTERLAYER. L.13/16 LAM[IG:(1)LITE OF 1/8'OR 3116'ANNEALED(MIN.)GLASS.3/16'OR 1/P NR SPACE AND 7/18'LAMI CONSISTING OF(2)LITES OF 3/16'MEAT STRENGTHENED GLASS WITH A.090'PVB'NTERIAYER 2.CONFIGU NATIONS:OX XO,XOX 3,DESIGN PRESSURES:(SEE TABLES,SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6 THROUGH 11 FOR ANCHORAGC DETAILS. 5.SHUTTERS ARE NOT REQUIRED. PRODUCT 0.8VI56D w.w�lyy.viY••b� OrNm4Cei 8.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. a"H•"'01ye.I -0 �2bZI / 7.REFERENCES:TEST REPORTS FTL4858.FTL4859 AND FTL5330. � ELCO TEXTRON NOA'S Or ANSIAF8PA NOS FOR WOOD CONSTRUCTION Nlw. INadrt f+� ALUMINUM DES ON MANUAL `-- S.THIS PRODUCT HAS RFFN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •. 9.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT.CLASS TYPES G-L SHALL HAVE A TEMPERED I.U.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMNN UNCHANGED. }' PVB"=.090'BUTACREA PVB INTERLAYER BY KURARAY AMERICA,INC. ✓NOSTM o ADDm&RACERSTONINEF'T2 GENERAL NOTES 'SO10>NIEGNOlOOV ORNF ' .YFNOF.FL Mild �"/��. �f'�'�,��`J�•, P.O.BOX lam ALUM..HORIZONTAL ROLLER WINDOW IMPACT '-?,::,'.,•, `';, NOWwF,0.MP. VL,'by Beebe "'� dti� r. 'A.LYIN YLLLTK PE Sam FK 1I.R08 J.L 9?SD5 fFBfO NTS T •1T IIS/-1O G PE.P •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • • •• • • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • { .I r L I r w 2t rll�2'Nlom. 21 50 - ►en• Description Material i 75 Korner inp 4SG TPS Spaces stemBITE 55 GLASS BITE 76 QuaneK Super Spew nM te6h Hd M•lt Butyl S�hi•s 1 77 Guarmi Dossed Spacer Mets"Is i 7B C•dinsl�Edge Spacer i 31 60.61.62 51 pg�p4�p5 R tn'AMIFAL®OR 1EATSiRFNGTQJEDOL/SS. N6'4MEALm OR HEAT 6TRBgT1ENEDGlA99 .DW PYa NIEMAYER .WDMERAYER tAl'ANNEAL®DR IFJ.T SiREfKi'I1ElED fAAM Ma'---MOR HFATlTRBJOT,BED OIASS YM'NOAL 718'LAYeM7E0 ( Bile,LAMINATED GLASS 7118'LAMINATED GLASS FOR INSTALLATION IN THE HVHL ABOVE 30 FT,GLASS TYPES G-L SHALL HAVE A a EXTERIOR INTERIOR - TEMPERED I.G. A33 CAP. I BOTH THE DP AANDND ANCHOR I (ALL SECTIONS) •KURARAY BUTACITE OUANTT'TO REMAIN e PVBINTERLAYER UNCHANGED. Lx 21 LBITE 21 5o SAFLEXFPVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 7578 75-76 i 5S 60 GLASS BITE 52 52 - 72,73,74,75,78,77 1n'ANNEAIBO gtTEAT SiRENGT1ElaD LLASS 3hVANNFAtID ORN TSTRBtlTNEIEDGLASS ARO VIB IVTFRUTEII aDlr AM pl 1A'ANNGAL®OR NEAT aTRENGTIE nIi ARC AW TE OR OR NEAT 9TIENCIIBIEDGlA35 Ne'IAYFNIFD 7/16'LANW— Y1C let>a•AMSPALE � VW-WNR LTVCE � tAY OR M1Y AIriFALFD OR TE'MPERfD GI.A44 1AY bNF AMIEALFD GR TEMfF1ED OLASa ,ane•NDII. ,y,e•NaLL 13118'L.AMI IG GLASS W/516-LAMI 13/18'LAMI IG GLASS Wl 7/16'LAMI I I ALUMNUA 3ILICO4e MGTa,IELT BUT\t REINFORCEMENT POLYI6o, DESIC' FILL AREA PRODUCT RP.VISSD T STRUCTURAL BUTYL.ENE Sir Now .fr-.pl7leswvsd.PLaidr STRUCTURAL SLICONE y1a'NDAI. 5/78"NOM7 SEAL Bu,dq Coh t 1 POLYISOBUTYLEN 1/P HOIA FOAM BUTYLS SILICONE smP WITH DESICCANT wffN DESICCANT ROLI.FORIAED Dae I DESICUNT, FONA STARLESS STEEL R 3 EXT.C ASS EXT.GLASS EXT.GL SS ANmli P�odKKl FM.GLASS / f ) I —14T.GLASS INT.GLASS INT.GLASS IM.GLASSe. KODISPACESUPER DURASEAL® XL EDGE 14SG TPS U SPACER®NXT'N CSPACER SPACER F aa6ans G AODED•PACFR4. 1D>NTECHnoLooT�NE GLAZJNGDETAILS L .D.aox ism ALUM.HORIZONTAL ROLLER WINDOW IMPACTNow ',•� -NfIKOM15.4]TIN ,! As A LYM/M'IL�L P.E ' FX 22Sp M= MVfe fl/ 1 r 114127--10 G P.E.0 58706 i •• ••• • • • • • •• • •• • • • • ••• • • ••• •• ••• • • • • •• • • • • • 41 000 • • • • • f ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • I TABLE 1. XOX(114,1/2,1/4)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 20' 36" 38 3/S' 4S' 50 5/8' 84' S6" 83' V 84' A,B,G,H +60.0 60.0 +00.0 ! -60.0 +60.0 I 450.0 +60.0 60.0 +60.0 1 50.0 +60.0 50.0 +60.0 -60.0 +S0.0 50.0 88" A,B,G,H +60.0 80.0 +60.D 1 -60.0 +60.0 60.0 +60.0 80.0 +60.0 50.0 +60.0 50 8.0 +58. -58.8 +56.2 1 -W•2 FOR INSTALLATION IN 106 318" A,B,G,H +60.0 50.0 +60.0 50.0 +60.0 -SG0 +60.0 50.0 +60.0 50.0 +60.0 60.0 +55.2 -6.2 +52.3 i -52.3 THE MM2 ABOVE 30 108" A,B,G,H +60.0 50.0 +60.0 -60.0 +60.0! 60.0 +60.0 60.0 +60.0 50.0 +60.0 50.0r54.6 54.8 +51.7 -51.7 FT.GLASS TYPES G- L SHALL HAVE A 111" A,B,G,H +60.0 50.0 +60.0 50.0 +60.0; 80.0 +60.0 60.0 +60.0 60.0 +59.5 -59.5 +53.6 -53.6 +50,9 1 -50.9 TEMPERED I.G.GLASS DAP.BOTH THE UP UP TO 111" C,I +60.0 50.0 AND ANCHOR QUANTITY REMAIN UP TO 111" D,E,F, +75.0 I -75.0 UNCHANGED. JKL TABLE 2. XOX(113,1/3,1/3)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE V SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TWE ALL HEIGHTS LIP TO S6" 70387116" A,B,C, G,H,I +80.0 50.0 TO 88 7116, D, 'F' +75.0 -75.0 _J 6_L TABLE 3. OX AND XC FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TWE 1 26' 1 38' 1 383/8" 46" 50616" 54" 80, ST Sr A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 •75.0 +75.0 i -75.0 +75.0 •75.0 +75.0 -75.0 +75.0 -75.0 I 66" AX,G,H +15.0 .75.0 1 +75.0 •75.0 1 +75.0 -75.0 +75.0' -750 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2 7T A,B,G,H +75.0 -75.0 1+75.0 -75.0 +75.0 11 •75.0 +75.0 •75.0 +75.0 -75.0 +75.0 -75.0 +68.8 69.8 +65.2 !-75.0 2 19Ofx'c-r"EwsEo o c.npymy»+b m<tivbv 74' A,B,G,H +75.0 .75.0 +75.0 •75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0; +75.0 .750 +68.1 •68.1 +63.8 8 °i"1piLCO" C,D,E,F, +75.0 aw 12/ UP TO 74' I,J,K L or nE�l GLASS TYPES:TEST REPORT FTL4858()CX),FTL-4859(OX 6 XD)AND FTL5330 A.5118"LAMI-(1/6"A,.090,1/8'A) G.13/16"LAMI IG-1/B'CR 3/16"A(MIN.L 5115-OR 3/8"AIRSPACE,$/18"LAMI-(IIWA,.090,118"A) B.5116"LAMI-(1/8'A,.000,1/8"HS) H.13/16"LAMI IG-1/8"OR 3/16'A(MIN.).5/16'OR 3/8"AIR SPACE,5/16'UMI-(lWA,.090,1/8"HS) C.5118"LAMI-(1/S'HS,.090,118"HS) I. 13/18"LAMI IG-1/8"CR 3/16'A(MIN.),5/16"OR 3/S"AIRSPACE,5/16"LAMI-(1A3"HS,.090,1/8"HIS) - ^,`�`'-• D.7116"LAMI-(3/16"A,.090,3116'A) J.13/16"LAMI IG-118"OR 3/16"A(Mk. 3/18"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.D9D,3/16'A) E.7/16'LAMI-(3/18"A,.090,3116"HS) K.13116"LAMI IG-1/8"OR 3/16-A(MIN.),3/16"OR 1/4"SPACE,7/16"LAMI-(3/16"A,.090,3/16'HS) - F.7116"LAMI-(3V16'HS,.090,3/16'HS) L.13116"LAMI ICs1l8"OR 3/16-A(MIN.),3/16'OR 114"SPACE,7/16'LAMI-(3116"HS,.090,3110-HS) ,oro rcHwaoor oAne DESIGN PRESSURESsaw 3� N.YENGE.0.NZ1S -;:;G,- j..•J•` Po.egz mm ALUM.HORIZONTAL ROLLER W)NDOW,IMPACT ... .:..;;•' A LVY11a1FA.P.E. Px 2014 .0 ana• NR7f0 NTS 9 +tf N27-f0 G P.Et6Bfl6 I • •• • • • • ••• • • ••• •• ••• • • • •• • • • • • • t • I • • • • • • • • • • ••• • • • ••• • • 1 27 316- 27 3/B' 27318, MAX DLO 54 5116'MAX DLO FIXED MAX.DLO MAX.DLO+ VENT VENT FIXED D I D A•r /X /O I i I� 110'MAX.WIDTH I.F.FRAME -jl 65 7116'MAX.WIDTH I.F.FRAME-►� Imo--11 T MAX WIDTH FLANGE FRAME 7/18'MAX.WIDTH FLNJGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE: 33 W10'MAX. 33 OI18'MAX. 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. DLO FDD C DLO VENT 03'MAX. SEALANT OR GASKET FLANGE AT HEAD AND SILL A i A FRAME ALL 1$ CONFIG. M X j I / MAK u ODULI REVISED DLO ALL DLOMAX ALL 1$ I.F.FRAME —.M>1vY wM•e rk w 8ui:aiy Cod. FIXEDVENTS 62'MAX — AazNI Not .6LI7E5 LF.FRAME — �° /'- O I X ALL n . CONFIG Proem LL- I 1 13 FLANGE FRAME C I e II 73'MAX.WIDTH I.F.FRAME—�{I VIEW D-D I�74'MA)(.WIDTH FLANGE FRAME +{ _ I (FRAME CORNER CONSTRUCTION) DETAIL A-OX OR XO T ELEVATIONS 10}e IELHVOIODY ONM v o.6ox r� ALUM.HORIZONTAL ROLLER WINDOW IMPACT '• '; ,: NOxON:i,0.itl�i lgyylj Bsid �� rf A,IYNN NLLBi.FE Fx 7/Ap .e.,L Y11E• ART10 NTS 4 •11 I127.70 G r.ea 54706 •• ••• • • • • • •• •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • •1• • • • ••• • • E v INTFRIOR —__ 37 22 39 1 22 0 16 2 EXTERIOR INTERIOR 13 21 MAX.vENT DIA MAX.FIXED DLO -I MAX.vF� OLA MAX.WIDTH(FLANGE FRAME) ExrERIAR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) MAX. INTERIOR 1� HEIGHT 35 32 37 39 FLANGE FRAME MAX VENT DLO L Q 18 MAX FIXED DLO 22 I~ MAX.FIXED DLO�-� MAX.VENT DLO 43 MAX.WIDTH(IF.FFNpIC) 21 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) 24 B 22fINTERIOR q1 22 Paouucr aevls® 2 a nY PHLa. n«y. rn/ 21 12 24 EXTERIOR INTERIOR a' 7 l EXTERIOR j 6 10 10 SECTION C-C 42 SILL HEAD (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) # +moTEcH oorofl E SECTIONS .VEM yE.n�zn P.o.sox Ian ALUM HORIZONTAL ROLLER WINDOW I�G] C NOxOM49,n 3uiya(yy�,P„ =1 � °"''r ♦.LVNM YELHi.P.E. FX ]/J1601 JJ. 143UN N47f0 S +11 8127-1D P.E.YEY]06 es• ••• • • • • • •• 00 006 00 0 • ••• •• ••• • • I • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • F nim I)WGY REvi DPSCRIPMN MAIL PGP rmM DWC71 DiESCRIPMN MAIL P476 1 4102 A 1TIAN($FRAME HELD 606346 AL 612237 66 A9913!16"IAMf1GV8"A 318'AIR BPA 5/l6"fAM1141•A.090 PVB]A"A 2 4025 SASHSTOP STD. AMIJFr CLIP 606}T5 AL 612244 67 13/16'lAMI IGVS"A . 3/r AIRSPACE,5116'LAM] I/8"A.090 1/rIIS 3 #8X3/4PH.PANHEAD 7834AA 66 13(16"LAMI IGV8"A . Yr AIRSPACE,5/16"LAMI(ItrHS..090PVB,YrHS 4 4053 SA SH STOP COVER SASH STOP) 606345 AL 69 13!16"LAMI 1(:3/16"A(MIN.),5/16"AB(SPACF,5116"LAMI YB-A,.090PVB,VCA 6 4136 FLANCEFRAMESILL 6063-T6 AL 64136 70 IY16"LAMI IG3/16"A(MIN.,5116"'AIR SPACE,5/16"LAMI(YrA.09U PVB,VB'HS) 7 4137 SILLADAPTOR 606346 AL 64137. 71 13116-LAMI ICY 16-A IN. 5/16"AIR SPACE,5/16'LAMI(VB"HS,.090 PVR,L'8"HS 8 4131 RC1L[FR 4liAIX 6063464E 61171 72 13/16-LAMI IGI/8'A 1/4'AIR SPA 7/16'LAMI ;16"A.090P 3116'4 10 71298 WEEP HOIECOVER POLYPROP. 71298 73 " 1116"lAMI1GV8'A 1/4'AIR SPA 7116"LAMI '16'4.090 YICHS 12 1626 ADHFSTVE OPEN CF2LFOAM PAD 7PAU3626 74 " 13(16"L.AMIIGI/8'AMIN. I/4"AIRSPACE,7/16"LAMI ,'IeH b%PVB3!l6"HS 13 4002 A ETANGiFRAMEJAMB 6063464E 612225 73 " I3116"IAMtIG3/16"A E,7/ IN.,3116"AB(SPAC16"I.AMI 16'A..090 PVB,1116"4) 16 13116"(AMI IaVIVA IN. 3116"AIRSPACE,7/16"TAW(3/16.4.090PVB,1'IB'HS 14 4134 GASKET FORMAINFRAME SBLJOINT 74134W/1L 77 13/16"LAMI IGY16"A IN.,Me AB(SPACEy 1116-LAM]3116"FLS,.090 3/16"BS 15 1155 jXSXI.00DQUADPN.SMS 781PQA 90 1014 SC REENF RAML• K)R.&VER. 3105-1114 AL 16 4110 G SCRFF224 ADAPTOR 606345 AL 64I1OG 91 1630 SCREE4OOR4ERICEYW/RINGS POLYPROP. 17 4054 B 1'DCm 8tFF1'B40RAIL 60631m-T6 AL 610544 92 1631 SCREENCIORNFR KEYW/OUT RINGS POLYPROP. 19 4066 WSTP I87X FIN SEAL 640660 93 1073 SCREEN SPRING STST. 21 4105 ISASH TOP&BOTTOM RAIL 60631'5 AL 617140 94 1624 SCREEN SPLINE-.U5 DIA.FROM FM PVC 22 1683 lWSTP. X.270BA FIN SEAL_ 616636 95 1635 SCREEN SPLINE-.U5 DIA.HARD FM PVC 23 225-1 ROLLFRHOUSING&GUIDE 42112M 96 SCREEN C1ATH 24 226 BRASSROLLERWFh13.S BRASS 7BRWHL2 M 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44129N 32 4006 D SASHMEMINGRAIL 60631[S-T6 AL 61006 2710 33 1235 W STP.170 X 270BAM FIN SEAL 675160 35 1096 SWEEP LATCH DIE-CAST 71096 36 1016 #8X.625 PH FL SMS 7858 37 4126 SASHSIDERAQ, 606345 AL 61126 2.62 38 1 1683 I JWSTP. X270BA PIN SEAL 61683G 39 7070 BULB W FATHERSTR1P.187 X 27S 6707 K 40 LIFT RAR COVER CAP 7407rC'LORR 41 4139 JIY.FRAMEHEAD 6063-T6AL 64139 42 4140 I.F.FRAME SILL 606346 AL 64140 41 LF;-FRAMEHEAD #4139,6063-T843 4141 IF.FRAMEJAMB 6063-T6 AL 64141 50 GAZING SILICO DOW 899 995 OR AIn;T --TT Pnoro KT pliViaf!D sl 1221 V24Y1.GLAZING BEAD Buts 617247W T oe wymb.w n.P'Iu1m c n 1225 VINYL GLAZINGBFAD BULB OHM 6TP21K 2.784 53 4039 B GL.A23NGBFAD-5116" 6063-TS AL 64039B 54 4044 B GAZING BEAD-5/16'W/CRILLCrr 6063-T5 AL 644703 3.152 0r . P'0 55 A CLAZINGBFAD-7/16" 6063-T3 AL 64222 4222 56 985 IG LAZING AZING BEAD-7/16"W/(RILL KIT 6063.43 AL 6985 .062 59 4OG7 JGIAZING BEAD-13(16' 6063T5 AL 64067 1.888 60 GLASS,5116"IAMI 1/8"A.090PVB VS"A 43 I.F.FRAME JAMB ' 61 5116"LAMI(I Ir A.(M PVB,Or HS) 84141,6083.78 62 S/1C LAMI VB" .(610PVB 1/8"HS 63 7/16'LAMI 3116" .090PVB 3/16'4 64 7116"LAMI 3/16'A.090 3/16"IM I.F.FRAME SILL •'c'. 65 7,'16"LAMI 3(16"HS.090 3/16"HS 42 ;.'i:.� 6 11 ib: •4140,W63-TB eMr +am TEaaoLocr obnre PARTS LIST .VEMGl.R W1a Po.eo>t"azo ALUM HORIZONTAL ROLLER WINDOW IMPACT FX 2.6m dd 30!,66 r�aMaS.R M3Ia yl((66,b� art NB ' A LYNI �P.E. Nato TS •11 NS7-f0REP •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • , —•0 1.197 r— I .ao —.7L38 36 O SASH STOP COVER F 113 � 3 4 #4053,606.176 O FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER ~-2 A4102A,500376 04136,6063-T6 #4137,6063T6 1.F_I==-&,,— Doi I�1.al7 �[ — 13 FLANGE FRAME JAMB MIFF�-� BI #4002a.e063-t0 .480 .437 SASH STOPFIXED MEETING RAIL 2 #4026 60e,'-T5O6 HORIZ.ROLLER TRACK 17 #4131,W53-TO #40546,6093Hara 002 2 76 _T 050 —� I I I els 1.uo-1 _. 1.09, I� ,.201—� ,.696—F�-1� 21 SASH TOP&BOTTOM RAIL 3Y SASH MTG.RAIL 37 SASH SIDE RAIL 53 GLAZING BEAD,5/16" P OD C Bev aro Nr�at»iNme PNih 44133,606375 #4006D,6063HS-T6 #4126,6063-T5 #40398,6063T5 0q�&I(o.O 053 . bWnu Aube ��1ppp .050 678 .678 .679 .683 �. ,.D96—}�---{ T .050-- I O ,.i,6��-�T �1--'--1—,.097 GLAZING BEAD,5/16" 55 GLAZING BEAD 7/16' O GLAZING BEAD,7/16' 59 GLAZING BEAD,13/16" #40448,6063T5 #4222A.M-TS #985C,605375 #4067,6061T5 (USED W/GRILL KIT) (USED W/GRILL KfT) t (N/6 ; m>„recH+woer onrve EXTRUSIONS � �� a.�!_ Po.4pz Isar ALUM.HOR20NTAL ROLLER WINDOW IMPACT NOKOMIfi,FL WII V4f3Ij 64"rr �'� � ALYNI�IIFIi P.E FK 1lJ6.0# u 7=W wmo H8N 1 1 •11 4117-1D G P�reaim • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f t 4 ( 1 t a a ANCHOROUANTI71E8 XOX 114.12-114 MDOWS TABLE 4, NOTES: G1A33 TYPES A,B,G,G,KI MUSS TYPES D,E.F,J,K,L 1.ANCHOR TYPES: µply 7YPS 2,3,WOOD Z CDNC 1,CDNC 23,WOOD 2,CONC 1,CONC 1-1/4'ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX 3-312 STEE:SCREWS(0.5) SflifTl1111i ZONE ZONE ZONES ZONESZONES m 2.ULASS IYPES: FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SM HEAD i SBL HEAD A SILL HEAD 8 SILL HEAD i SILL HEAD t SILL HEAD 6 3ILL A 5/76"L.AAII-(1I8-A.OBO,1/8'A) R I GLASS TYPES G•L SHALL HAVE A • i -'x. -t, i 8.6/16'LAM:-(1/8'A.ODD,1I8"HS) C.6/16"LAM:•(i/8'HS-OBD,1B"HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 53.1251 38.376 1+C2+1+C2+112 1+C8+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21402.1+C2+1 2/+C2+1+Q+1 2 D.7/18'LAM I•(3/16'A,.080,YIW A) ANCHOR QUAMRTr REMAIN UNCHANGED. 45,00) 1+G2.1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2.1 3 1.C2+1+02+1 3 1+C2+1+CN1 3 1402+1+C241 3 E.7/16"LAMI-(3/18'ADBO,3116'HS) ' 80.625 1+C2+1.02.1 3 t+C2.1+C2+1 3 t.C2.1+C2.1 3 14C7.14Ct+t 3 I+C2+1+C2+1 3 1+(2.1.0$+1 7 G.IYIC*LAMI G-I,'a5,R311-A(MI, G.1 Y/0'LAMI IG•LIT'OR 9116'A(MIND,5110'OR 33'SPACE,SNB'UMI-(1/9'A.OBO,1I8'A) 51.000 1+C3+1+CZ+l 3 I+C2+1+C2+1 3 I+C2+1+C2N 31+C2+1+C2+1 31+C2+1+C2+1 3 1+C2+1+CN1 3 H.13/18'LAMI IG-1W OR3116-A(MIN.),6/18'OR 30V SPACE,NIC LAMI-(1/3'&.000,1/8'HS) I.13N9'UMI IG-1/6.OR 3/18'A(MIN.),5118'OR 3/8'SPACE,N18'LAMI-(1/8'HS,.OB0,1/8'HS) 00.000 /+C2+1+C2+1 7 I+C2+1+C2+1 3 I.C2+1+C2+1 3 1.G2.1.C2+1 3 1+C2+1+C4+1 3 1+C2+1+C2+1 3 J.13116'LAMI G-1/6'OR 3118"A(MIND,3118"OR 114"SPACE,7116•LAMI-(3N8'A.OBO,3H6'A) 1 93.000 1+C2+1+C2+1 7 1•+C2+1+C2+1 3 1+C2+1.CZ+1 31+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C34/4C3+1/3 K.13/16'LAMI IG-1/8'OR 3/16"A(PAIN.).3/16"OR 1M'SPACE,7/16"LAMI-(3N6'AAB0,3N6'HS) 60.000 x 36.378 1+C2+1+02+1 2 140+140.7+1 2 1+C241+C2+11 2 14C2N+C2.1 2 1+C241+C2+1 2 1.C2+24C2+1 i 2 L.13/16"LAMI IG-118'OR 3118'A(MIV.),3/18'OR 114'SPACE,7/16-LAMA-j3/16'HS.D9D,3/16'HS) 4&000 1+C2+1+02+1 3 1+C2+1+C2+1 3 l.C2+1+CZ+1 3 1+C2+I+C2+1 3 1+C2+1+0241 3 1+C2+2+QN 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 00073 1+C2+1+C2+1 3 HQ+1+C2+1 3 1+C2+1+C2+1 3 14C2+1+C2+1 3 i.C2414C2+1 3R12.00 41i] DIMNSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT URGER WINDOW IN TABLE, 61.00) 1402.1+0241 3 1+C2+1+01+1 3 i.C1N+C2N 3 1+02+1+02+1 7 1402+7402+1 32+1 7 HEAD 5 SILL:10 1/2"MAX.ON EACH SIDE OF MEETING RAIL CENTER-INE. 60.000 t+C3+1+C2+1 3 1+C2+14C2+1 7 1+C2+1+C2+1 3 1+C2+1+C2+7 1 t+L2a1+C2+t 3341 ] 25 3/4'MAX.FROM CORNERS. JAMBS: 6•MAX.FROM CORNERS AND 22 12"MAX.O.C. 63.000 1+LZ+1+03+1 3 I+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+t+C2+/33-1 3 TABLE KEY: 74.00Ox 30.376 14(2+2+02+1 Z t4C2+1+C2+1 2 1+C2+NC2+1!I+C2+2+C2+1 2 1+C2+2+C241 22+1 2 X O X 40000 1402+2+C2H 7 1.02+1+C2.1 3 1+C2+2+02.1 3 14C2+2.C241 3 1.C2424C2+1 3241 3 +C3+4*03+1 3 ANCHOR QUANTITY PER JAMB MOM 1+C2.2+C2+1 3 1+C2+1+C2+/3 1+C2+2+C2+t 3 7+C2.24C2+1 3 1+C242+C3.1) 7+1 7 HEAD AND SILL ANCHOR QUANTITY. 54.000 I+C2+24C247 3 1+C2+1+02+1 3 1+C2+2+C2+1 3 1+02+24CZ+1 3 1+02+2+C2+7 3 1 14C3+2+C3+1 3 ACLUSTER OF(3)ANCHORS CENTERED 80000 1+C2+2+02+1 3 1+C2+1+C2+1 3/+C2+2+C2+1 3 1+C2+24C2+1 3 t+C2+2+C241 3 1+C3+2+CS+1 3 ANCHORR VE AT EAOMEETING BAILABLE VE AT EACH OPERABLE NT OSODD 1+C2+2+C2+13 140241402+1 9 NC3+24C7.1 3 1+0342403+1 3 1+C2+2+C2+1 b 1403.2.0.1 3 PLUS(4)ANCHORS AT FIXED SECTION. MOODY 3A37{ 1+02+2+02.7 2 1+02+2402+7 2 1+03+7+02+7 2 1+0212.02+1 2 7+C2.2.117 2 t+CN3+C2Nj7 (12)ANCHORS TOTAL AT HEAD AND SILL. 4&000 1+C2+2+C241 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3/4C2+24C2+1 3 t+G2.24C2+I 3 1403+3+0+1 3 (3-MIN.O.C.ANCHOR SPACING) 60.673 1.C2+2.C2+1 3 14(242+C2+1 9 1+C2+2+C2+1 3 14C2+2+C2+1 3 1+C2+2+02+1 3 1+C3+3+C3+1 3 64.000 t+C242+C2.1 3 1+C2+2+C2+1 3 t+Ct.2+C2N ]7+024240241 31402,0.+02+1 3 1+U+3+C/+1 ] 2534"-, -+{I--3'MIN. 8'0.000 740.2,2+02411]1+C2+2+02+1 3 Np+2+03+7 i 1+03.2+03+1 7 NC2+2+C2+1 7 t1G+3+CNt 7 W= 1+C242+C2+1 3 I+C2+2+C2+1 3 i+C3+2+C3+1 3 1403+2+03+1 3 1+C2+2+C2+1 3 1+C4+310N1 3 Or REP. X Q X 706.376$30375 1+02+24C2N 2 1.C2+2+C2+1 2 1+02+3+02+1 2 1+02+3+02+1 2 1+C2.3+C2+1 2 1.02.4402.1 2 /-' v�aoo;lcr ABllACO dNNYA A%j Q Plma/s 4&000 1+C243+C341 3 1+C2+2+C2+1 3 /+C3+3+C3+1 3 1+C3+3+CS+1 3 1+C2+3+C2+1 3 1.0.00+1 3 MTG.RAIL,TYP. A�+r+o H+lG-O I 3 50.676 1+0243+02,1 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+34C3+1 3 t+C3+34C3+1 3 1+C3.4+C3+1 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS ! 64.000 1+C3434C341 3 1+02+2+C2+1 3 1+C3+3+C3+1 3 140343+0111 3 1+C3+3+C3+1 3 1+C4+4+4A+1 3DY (SHOWN IN TABLE KEY ABOVE) 00.00) 1+C.N3+C34/3 1+C2424C241 7 1+CA+3+C4+/3 7+C4+34C4+1 4 1+C343+C3+1 3 1+C4+4-C4-1 3 Mi C e0.OI)) t+C3+3+034/3 1+C242+C241 3 I 1+0.+3+01+1 3 14C4+3+C4-7 4 1+C4+3+C411 3 1+C64+CbN 3 253/4"MAX 111.00Ox 3AJ73 1402+3+02+1 2 t+C2+2+C2N 2 t+C2+3.CNt 2 1+G2N+C2+/31+C2+3+C2+1 2 1+C2+4.Q+f 2 ��-112'Ty -�{I F►-3'MIN. 4&00D 1+C2+3+02+1 3 1+C2+2+C2+1 3 1+C3.3+C3+1 3 1+C3N+C3+1 3 1+CZ43+C2+1 3 1+C3+4493,.1 3 4 t 9'R X O x 60.673 l+C243+C2+1 3 1+C2+2+C2+13 NC3+S.C341 3 1+07+0.+0.1+1 3 1+C3434C3+1 3 1.C3+4.041 ] I 61.000 1+0+)+03+1 3 1+C2+34C2N 3 1+C343+C3+1 3 t+C3+3+C3+1 31 1+0343+03+1 3 1+04+4404+1 3 60.000 1+03+3103+1 3 NCN-1 3 1+01+3+0.+1 3 1404+3+64+1 4 1+043403+7 1 1+C4+4+W+1i 7 MTG.RAIL,TYP. 8300) 14©43103+1 3 1+C2+2+C2+1 3 1-04-3-C4+1 3 l+CN3+C4+1 4 l+G4+34CN1 7 i4C54NLy+1 4 EXAMPLE CLUSTER W/-OTY.OF(4)ANCHORS oxlea«owcr wvL A_NCNORAGESPAC/NG XOX(114-112-114) F.O.eqz lslo ALUM.NORZONTAL ROLLER WINDOW IMPACT amaw NO<an.FL>.zN IRKby19mr.. 1106 NTS 6 X11 7Y•4127-70 -r. x.lYN4: P.E PX YA: Jl $1108 1 ( • •• • • • • ••• • •• ••• •• • • • •• f • ••• •• ••• • • 0.0 • •• • • • • • • • • ••• • • • • 0:0 •• • • • • • • • • • • • • f { ANCHOR QUANTITIESXOX 7F11M-113 WINDOWS TABLES NOTES: GLASS IYPES A.B.G.H GLASS TYPES C.O.LF.IAK,L Atcmot Ml 2,i WOOD 2 CONC t,CONIC 2,3,WOOD 29 CON( 1,CONIC 1.ANCHORTYPFS: { 6 sumsymTs IDLES ZONES ZONES ZONES ZONES SDNE9 1-1/4"ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX 3-312 STEEL SCREWS(GS) WINDOW S0 HEAD 6 SILL HEAD i SILL HEAD l SILL NFAD 1 901, HEAD 1 9LL HEAD i SEL 2.GLASS TYPES: �m A.5116'LAM[-(V6'A.090,IA-A) FOR INSTALLATION IN THE HVIC ABOVE 30 ^ I^ B.6/16'LAMI-(118'A..ODD.7/8'HS) FT,GLASS TYPES G-L SHALL HAVE A 40.00O x 30.375 14:2+1+CZ+11 2 1+C2+1+0241 2 J+C2+1+C2+1 2 1+47+1402+1 2 1+02+1+C2+1 2 1+C2+1.C711 2 C.S/16'IAM:-(1/8'HS,.09D.118'HS) TEMPERED I.G.GASS CAP.BOTH THE DP AND 40.000 1+02+7.02+1 3 14C2+/+G2ri !t+C2+1+C2+7 3 142+7+C2+ti3 t+C2+1+G2+1 J 142+1+0211 d D.T/16'LAM I-(3{16'.,.090,3/16'A) ANCHOR QUANTITY REMNN UNCH/WGED. 60.626 1+03+1+02+1 J t.G2+1+C2+1 J 1+02+1+02+1 3 1+C2+NC2+1'J /+c2+taC2.1 J 1.02+1402+1! E.7/16'LAMI-(3/16-A,D90,3116'HS) F.7/16'LAMI-(3/16'HS,.090,3/16'HS) 61.000 1002+1+02+1;3 HC2+t+C2+1 3!+C2+140241.!1+C2+1+C2+113 t+C2+1+C2.1 31+R+7+C2r1 3 G.13116'LAMI IG-IVOR S/16'A(MIN.),6//0'OR SE'SPACE,SII(LAMI-(1I0'A,.090,7/0'A) 60.000 1+02.1402+1 l 1+22+1+C2+1 31.C2+1+C2+1 3 Nl+-C2+1 02+1 3 142+1+02+1 7/402+1+2+1 3 H.t3/78"LAMI IG-VS'OR3/f0'A(MIN.),5/16-OR 3AP SPACE,6175 LAMI-(lWA..000,fAP HS) I.13/16'LAMI IG-1/0'OR 3116"A(MIN.),5116'OR 310 SPACE,516'LAMI-(1/8'H5,.090,i/B'HS) 63.000 t+C2a1+C2.1 3 142+142+1 3 t+C2N+C241 ! +C2+t 3!+C2+1+2+1 3 1+C3+i+C3+1 8 J.13116'LANAI IG-f WOR 3116'A(MIN.),3/16'OR 1/4'SPACE,7116'LAMI-(5116'.•630,3/16'A) I 53.126x30.376 1+C2+1+C2+1 2 14C2+7M2+1 2142+142+1 22+1 2 1+C2+1+C2+1 21+0-142+1 2 K.13/16"LAMIIG-1/5'OR 3/16"A(MIN.),3116-OR 1/4'SPACE,7116"LA58-(3176'A.O90,3/16'HS) 10.000 1+2+1+2.113142+142+131.2.1+C2+13 +C2+13 I+C2+1+C2+1,31+C2+1.CN13 L.13/16'LAMI IG-Vr OR 311WA(MIN.],3/16'ORi)4'SPACE.7/16'LAM-(3116"HS,.090,3/16'HS) 60.62E 1.-02+1+Ch1 S 1412+1+(2+1 3 7+2+1+241 3 +2+1 3 142.1+2.1 3 142+1.2+1 3 3.WINDOW ANCHOR QUANTITIES ARC PCR ADJACENT TABLE AND BASED ON THE FOLLOWING $4.000 t+C2.t+C2+1 3 14C2+t+C2+1 3 t+C2+1+C241 3 4C2+1 3 1+2+142+1 3 142+1+2+1] DIMENSIONS.FOR WIPDOW SIZES NOT SHOWN,GO TO NEXT LARGER'WINDOW IN TABLE. $0.000 1+02+102+1 3 taC2a7+C2+1 3 1+2+102+1 9 C2N 3 1+C2 I+C2.1 3 1+(3+/+13+1 3 63.000 t.cz+1+02+1 a 142+142+1 a 7.02.1+0.1 3 +02.1 3 I+C2+1.2+1 3 I.C3114J.1 3 HEAD i SILL:101/2'MAX.ON EACH SIDE OF MEETING RAIL CENTERUNE SDAOO x 30.376 1+02+1+(2+1 2 1.02+1+2+/ 3 1+2+7+C2+1 2 +2+t 2 1+C2+1+CZ+t 2 14C2+t+C211 2 MAX.25 MAX.FROM CORNERS JAMBS: 9'MAFROM CORNERS AND u 12'MAX O.C. 40.000 1+02+1+02+1 3 142+142+1 3 7+02+1.02+1 3 +02+1 J 1+2+111240 J 1+02+1.02+1] TABLE KEY: 60.85 142+1+2+7 3 1+2+14C2+1 3 1+42+1+02+1 3 +2+1 3 NC2+1rG2+1 7 142+i+C211•a x_ o x RAW t+2+1+2+1.3 142+142+1 3 1+2+1+2+1 J 1+2+1+2+1 3 142+142+1!1.C3+14C3.1 3 14-3+1+03+1 3 ANCHOR QUANTITY PER JAMB 60.000 1+C2+1+2+1!14(2.142+1 3 142+142+1 J 1+2+142+1 3 1+C2+14C2+1!1+C3+14C3.1 3 63.000 1+24102+1 3 1+c2+1+C2+1;J 1+C2.1+CN1!t+C3+t+C3+1�.j 1+C2+1+2.1 3/4040/.03+1 3 HEAD AND SILL ANCHOR QUANTITIES 06.000x36.375 1+2+1+2+1 2 1+2+1+2+1 2 1+62+1+C2+1 2 1+C2+HC2+1 2 1402+1+2.1 2/42+14061 2 .CLUSTER E(3)ANCHORSCENTERED OV EACH MEETING RAILOPERABLE E 16.000 1+02+1+02+1 J 1+2+142+1 3 1+2+1.02+1!1+02+1+02+1 ] 1+2.1.2+1 3 142+1.02+1 J ANCHOR AT EACH OPERABLE VENT 60.626 1+2+142+1 3 1+2+142+1 3 1+C2.1+CN7 3 142+1+C2+1 3 1.C2+14C2+1 3 1.241+0+113 PLUS(1)ANCHORS AT FIXED SECTION. 64.000 t+C2+1+C2+1 3 1.2+1+2+11]1+2.1+02+1 3 1+C2+1+C2+t 3 1+C2+1+2+1 3 14C3+1.Ca+1 3 (9)ANCHORS TOTAL AT NEADMO SILL 80.000 1.2+1.207 3 112.1+2.1 !142.1+2+1 3 1.G1.14C3+1 3 t+C61+2+1!1+0+1+C3+1! (T MIN.O.C.ANCHOR SPACING) 63.000 1+C2+1.0.1 a t+2+1.2.113 1+0001410.1 3 1+03.1-03-1 3 1+C2+1+2+1 a t.C3+1+C]+1 3 74.00.30.375 1+04+1+C2+1 2 1+2+14C2+12 t+C2.1+02.12 t+C2+t+C2+t 2 7+2+1+C2+1 2 142+1.211 2 53/4'MAX 48.000 1+2+7+2+1]7+2+1 2 +C2+1 r!7+ +1+02+1 3 142+1+C2+t J 1+2+1+2+1 3 1+01+1+0+7 3 f-.-3'MIN. 50.625 /+2+142+1 3 1+2+1+C2+1 J 1+0+1+G2+1 J t+C2+1+G2+1r 3 7+CN/+C2+1 J 1+C3+1+C3+1 7 67.000 1+2.1+2+1 3 142+1+2+1 3 t+C2.1.C2.1 3 1.02+1+C2+i'3 142+1402+7'3 140+14C3+1 3 V�' X O X $0.000 1+C2+1+2+1,!14C2.1.C2+1 3 1+C3.I.W.1 3 140+140+1 3 142+1+2+1,3 14(0+100+1'3 T 7--p t ww3ED m rowWv1^/-616e FM.N. 63.000 1+2+1+2+1 J 1+2+142+1 3 14;1.14C3+1 3 t+C3+1+C3+1 3 1+C2+1+2+1,3 14CJ+1+CD+1 3 04.000.38.375 1+02+1+2+1,2 1+C2+1.C2.1 2 7+2+7+241 2 t+C2.1+C2+1 3 1+2+I+2-V 2 1.2+1.0211 2 MTG.RAIL,TYP. Ll EXAMPLE 1+02+ CLUSTER W/QTYEXAMPLE CLUSTER QTY.OF 60. 3IANCHORSANCHORS a0' 48.000 1+2+7+2+1 3 14C2+1+C2+1 311+C2-1+02-1 13 t+C2.1+2+1 3 142+1402.1.!1+C3 03+1 3 1 3 SHOWN IN TABLE KEY ABOVE JBy 7•eba., 821{ 4002+1 3 1402+1+01.1 J 1+C2+t+C2f1 ]i+4Y41+C2+1 3 1+02+1+02+1 31401.1+l 403. 64.00 14C2+1+2+1 3 1+2+1+2+1 311+C341+03+1 3 t+C3+1+03+1'3 t+C2414C2+1 !1+0+14C3.1 3 $0.00 1+C2+1 +C2+1;3 1+C2.14C2.1 311 I-C301 3 I0C3+1.C3a1 4 1+C3a1+0+1 ]1+C3+14C3+1 a 253/4-MAX 63.000 140+1+2+1'3 142+102+1 a 1.03+1+011 3 1+C3+I.C3.7�4 1+C3.7+C3+1 7 1+O/+1.CM7 4 L 112"TY N. -.:jr :j 4131 IN. 05.407.38.378 /+C2+1+2+1 2=I-C:2+:ljl2 1+061+C2+1.2 1+C2+NC2N ]NC2+t+C2+1 2/+C2+14#+1 248.000 I.C2.1+C2.1 3 142+1+2+1 3 1+C2+1+2.1 3 7+C2+1+C2+1 3 I.C9+1.C3+t 3 e�• X$0.626 112.142.1] 1+C2.I.C2+1 3 142+142+1 J 14:2+14240 3 t+CJN+C3+164.000 1+2+14201 J 140+140+1 3 1♦0+110341 J 1+(2+1+240J/40+14:1+7 3 60.000 7+2014201 3 t.Cl.t.0+1 3 1+011407+1/1+0.1+0.7 J 140µ100M1/ MTG,17.10.,TVP63.000 1+C3+t+p+113 1+0+100-,3 t+w+t+0+714 1+03+1+2.1!1+c1+t+C4+1 1 EXAMPLE CLUSTER W/ QTY.OF(4)ANCHORS -,. t6>ateu«oLODYDIuve ANCHORAGE SPACING XOX 1/3-1/31/3 N.VENICE,FL:M2)! P.o.w.15m ALUM.HORIZONTAL ROLLER WINDOW IMPACT FJC-T/alMV J.d 30366 +Iaxa.Il6.tt31x1. MCfO NTS 71_-11 ._ 4127-10 G Pr..bmos •• ••• • • • • • •• •• ••• •• • • • •• t • • • • • • • • • • • •• • • • • • • • • I ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 ANCHOR OUANT1mw,XO R OX WNDOWS TABLE 8 NOTES: GLASSTYPESA,B,G,H GLASS TYPES C,D,E,F,I,J,K L 1 ANCHOR TYPES: V7AWM TYPE 2,3,WCOD 2,CONC 1,CONC 2,3,WOOD 2,CONC 1,CONIC 1-114'ELCO TAPCONS 2-1/'VELCOSS4CRETE-FLEX 3.412 STEEL SCREWS(G5) RATE ZONES ZONES ZONES ZONES ZONES ZONES 2.GLASS TYPES: '� pQgA) FOR INSTALLATIONiN171EHVFIZ ABOVE30 812E y N 3 10 N S =tl1 =U1 W B.5/1 LAW-(1/8'A.000iB'HSI FT,GLASSTYPESG-LSHALL HAVE A,o 6 < S y G yl 6 ,6 C.5118'LAMI-11I8'HS,.000,1/6'NS) TEMPERED I.G GLASS CM.BO7H 7tE DP AND 38.375 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 D.7/16 ;!A)3116'A) ANCHOR QUANTITY REMAIN UNCHANGED. E.7/16'LAMI-(YIr A.O90,3116'HS) 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 F.7116'LAMI-(Yl 6'HIS.-090'3ne'HS) 50fi25 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+q+1 3 G.13flr LAMI 10-1/B'OR Y18'A(MN.),5118'OR 3/8'SPACE,$/18'LAMI-(1/8'A.000,1/6•A) H.1 VIr LAMI IG-118'OR 3016'A(MN.1.511W OR 3W SPACE,5/16'LAMI.(1AP A-090,1M HS) 54.000 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1.13118•LAMI IG-1/8'OR 3,18'A(MIN..511W OR 3/8'SPACE,5118'LAMI-(1/8'HS•.oW 1I8'HS) 80.000 1+C2+1 3 i+C2+1 3 t+p+1 3 1+C2a1 3 i+C2+/ 3 1+q+1 3 J.III Ir LAMI IG-1/8'OR 3116'A(MIN. 3116'OR 114'SPACE,7/16'LAMI-(3/16'A,.om WS'A) K.1 Y16'LAMI IG-1/8'OR 3'16'A(MIN.),3116'OR 1/4'SPACE,7118'LAMI-(3116-A,.090,3,16'HS) 53.000 1+C2+1 3 1+C2+1_L 1+C3+1 3 1+C2+1 3 1+02+1 3 1+C3-11 3 L.13116'LAM IG-US'OR 3116'A(MIN.),Y18.OR 1N'SPACE,7/18-LAMI-(3118'HS,.090,Ylr HS) 48.ODOx 3&375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 1+C2+1 2 1+C2+1 2 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN.GO TO NEXT LARGER WINDOW IN TABLE. 50.625 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 I+q+t 3 i+q+1 3 HEAD 8 SILL:101?MAX ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 ,1-0+1 3 18 31C MAX.FROM CORNERS. 60.000 I+p+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 9 1 1+C3+1 3 JAMBS: r MAX.FROM CORNERS AND 22 1/r MAX O C. 63.000 I+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1_L 1+C3+1 3 TABLEKEY: O x 53.125x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 211;3+2 3 ANCHOR QUANTITY PER,;AMB 48.000 1+C2*1 3 1+02+1 3 1+q+1 3 1+C2+1 3 1*C2*1 3 1+q+1 3 $0.625 1+C2+1 3 1+C2+1 3 1+0+1 3 1+C2+1 3 1+C2+1 3 1+q+1 3 HEAD AND SILL ANCHOR QUANTITIES 54.000 1+0+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 C ENTERED OF THE ANCHORS CENTERED ON THE MEETING RAIL 60.0001+C3+1 4 1+C2+1 3 t+p+1 3 1+C3+1 4 I+C2-11 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 83.000 I+C3+1 4 1+C3+1 3 1+C4+1 3 1+03+1 4 1+C3+1 3 1+C4+1 3 MOOD ORS FIXED SECTION.(7) ANCHORS TOTAL AT HEAD AND SILL 60.ODOx 38.375 1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 4&OOD 1+0+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 (3'MIN.O.C.ANCI NOR SPACING) I 50.62 1+q+1 3 1+C2.1 3 2+C3+2 3 1-0-1 3 1+C2+1 3 2+q+2 3 r—r6 Y4•MAX. 54.000 1+C3+1 4 1 1+C2+1 3 2+p+2 3 1+0+1 4 1+C2-1 3 2+0+2 3 I +)�--3'MIN. 60.000 1+0+1 4 1 1+C3+1 3 2+04+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 9'REF. 63.000 1+C3+14 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4 o 88.000x 3&375 2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3 u0ucr xeYlsr� �,+rya�.,m Ila 7twux 4&OOD 2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+03+2 3 MTG.RAILx IwlHcoa< AasM 1Jo fG-o21 506252+C3+2 03 +2 4 t+C2+1 3 2+C3+2 3 2+ +2 4 1+C2+1 3 2+0+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS °d0^Ow 54.000 2*C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3 4 (SHOWN IN TABLE KEY ABOVE) 60.00) 2+C3+2 4 1+C3+1 3 2+04+2, 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 63.000 1+CS+1 4 1+C3+1 3 2+G+2 4 2+C3+2 4 1+C3+1 3 2+C4-2 4 16 Y4'MAX. 74.00Ox 3&375 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+21 3 2+C2+22 2+C2+2 3 •` 1��- L F►-3'MIN. .� ' '� •'.. 48.000 2+0+2 4 2+C2+2 3 2+q+2 4 2+C3+2 4 2+C2+2 3 2+p+2 49.REF. X O SQ625 2+03+2 4 2+02+2 3 2+03+21 4 2+p+2 4 2+02+2 3 2+q+2 4 54.000 2-0-2 4 2+03+2 3 2+C4+2 d Zap+2 4 2+03+2 3 2+C4+2 4 � - _ 60.000 2+C3+2 4 1+C3+1 3 2+G+2 4 2+p+2 S 2+03+2 3 2+C4+2 4 M.G.RAIL 63.000 2+C3+2 4 1+C3+1 3 2+C4+2 4 2+G+2 5 2*GT+2 4 2+C4+2 5 EXAMPLE CLUSTER W/QTY.OF(4)ANCHORS 6 l y�6 r.r. `•i . lom rzciHaouY lxuve ANCHORAGE SPACING OXAND XO WINDOWS N rn'Iwx 1aN,e ALUM.NOR¢ONTAL ROLLER MNDOW IMPACT Noxoui4.ea wu lkrby lxea. Nato Nm10 •11 ~~4/7J-10 G A.Lval; v.E. Fx aaae u JVJ]•6mm •• ••• • • • • • •• •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • 0 0 ••• 0 0 1 314'MIN.E.D.TYP. NOTES: MIN.3.4 KSI �r 2x WOOD BUCK 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED 1/4'ELCO CONCRETE 1'MIN.EDGE NOTE 3 1 30' TAPCONS CMBCDCD 1 3/B"MIN.OR 14•SS4 CRETE-FLEX EMBEDED 1 3/4'MIN..MINIMUM DISTANCE FROM u. NOTE 1 HIV. ANCHOR TO CONCRETE EDGE IS 1 3M•. FLATHEAD ANCHORS MUST BE#12 TRIMFR HEAD. -- _ lxWOOD `...-J 2.FOR WOOD APMMATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR V4•SS4 CRETE-FLEX WITH BUCK, I #12 TRIMFR HEAD. NOTE 3 �� 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1XARE BUCKS WHOSE TOTAL THICKNESS IS LESS 14'J 1M' i THAN 1 12'.1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX MAX.JJJJ CMV,WOOD BUCKS DEPICTED AS 2x ARE 1 VT THICK OR GREATER.INSTALLATON TO THE SUBSTRATE OF SHIM SHIM WOOD BUCKS TO BE ENGINEERED By OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD�j7 ANCHOR ANCHOR, 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 5083-TS AND A MINIMUM NOTE 1 DETAIL A NOTE 2 DETAIL B OF 1/B'THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE -"--'-- WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BE A TYPICAL FLANGE FRAME HEAD SECTIONS #12 SHttT METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRITERIAARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114' MAX 6.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS.THAT COME INTO CONTACT WITH OTHER SHIM �.! 13•• 1/4'MAX.5HIM-+i F� 1 7M•MIN. DISSIMILAR MATEPoALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. KSI CMU) OR PER NOTE 1 2-12'MIN.EMBEDMENT Illf!)I� I ,• (3A KSI CONCRETE) WOOD IU/!id CONCRETE ANCHOR, ANCHOR, NOTE 2 �n NOTE 1 • 13/4' �EXTERIOR INTERIOR M N.EDGE MIN.EA(HEA 8 SILL DETAILS A B.C.0, 8 H) TYR 4 2x WOOD BUCK NOTE 3 1x WOOD BUCK,NOTE 3 SEE NAILING INTERKNi _ 5/S'MN.EDGE DETAIL E DETAIL F (,JAMB DETAILS E.F81) TYPICAL FLANGE FRAME JAMB SECTIONS EX1 IO r J'L se•MIN. CONCRETE WOOD V ANCHOR ANCHOR, DETAIL H (HEAD) NOTE 1 NOTE 2 NAILING .131 DIA.MIN.x 2 12•NAIL PRooucr RensFo AT CORNERS AND SO.C. I (� 11MICI 1113 Ho„y TYPICAL DETAILS G,H 8 1. r ,J nd,ly ca. 1M' 1/4' E*-i.e411- 1 z1.pimtr OHNC. rSHIM 'MIN.EDGE r AM�vu -NOTE1 - �� _ 1378 MIN. NAILING 1314'MIN. 2-12'MIN. SEE NAILING '.' ED TVP. -/,.• MIN.3.4 KS� _ 1'11414 6GE CONCRETE 2x WOOD DETAIL C BUCK DETAIL D 2.11T MIN.EMBED NOTES DETAIL G(SILL) DETAIL I(JAMB) TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS r G �6 f 61`(. j ,010 TEC1,NOL00`ONIVE ANCHORAGE DETAILS �Q' '_ ..a.:. '•;. x.VENICE.R AI13 ;.�r:'':,o;,,•,. P.O.Box 16]B wAytLIM.HORIZONTAL ROLLER WINDOW,IMPACT 77YYOB J.A dR1O NOxOBB9,RNn� l3fWj Bines N�fO H191/ 11 it eM�I127•10 G` A.IYIM:UP.E •• ••• • • • • • •• • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• MIAMI-DsADE MIAMI-DADE COUNTY 74MRSE PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Sheet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eWeconomv PGT Industries,Inc. 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"CA-740"Outswing Aluminum Casement Window-L.M.L APPROVAL DOCUMENT: Drawing No. MD-CA740-LM, titled "Casement 'Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16, 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. d RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be prow ided t o the user by the manufacturer or its distributors and shall be available for inspection at 4Ae•fob;ite A tk�ec*u jt pf the Building Official. This NOA revises NOA#15-0519.13 and consists oQhis•C;a&e I apd,etdonce 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. 16-0629.21 w MIAMI-DADE COUNTY • •• • • • • • • • • a,,,� i ••• • • Expiration Date: April 11,2018 Approval Date: August 11,2016 j ... . . . . ... . . Pagel ... . . . ... . . r 3 , a , PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, (Submitted under NOA No. 12-1218.09) 2. Drawing No. MD-CA740-LM, titled"Casement Window Details—LM& SM", { sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05%05/16, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ' along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasee spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3)Water Resistance Test, per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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 T6sting Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 12-1218.09) C. CALCULATIONS a 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. (Submitted under previous NOA No. 15-0519.13) } 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE I. Miami-Dade Department of Regula gory Fn 4coDor�ic•Respurces (RER). . .. . . . • ••• • • • • • • •• ••• •• • ••• •• ••• • Manuel , E. 0 ;• •• • . ; product Contro Exa finer •• ;• • ; ; ; . ' . . ; ; NOA No. 1 629.21 ••• • • • ' Exl3tration Date: April 11,2018 Approval Date: August 11,2016 Hit• • • • ••• • • • •• •• • • • •• •• PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass'Interlayer" dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®'(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5u' Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.13) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.13) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.13, issued to PGT Industries for their Series"CA- 740"Outswing Aluminum Casement Window-L.M.1."approved on 07/16/15 and expiring on 04/11/18. c .. ... . . . . . .. . .. . . . . ... . ' "• ••• Manueler ' Product Control E mine . . . . . . . . . . ' NOA No. 16- 29 1 Expiration Date: April 11,2018 ... . . ... . . Approval Date: August 11,2016 E.. • • • • • • • • • • • .• .. • • • .. .. i r 6nrLWHAlE11 , GENERAL NOTES:SERIES 740 IMPACT-RESISTANT DESIGN PRESSURE RATING IMPACT RATING MA446TAD( '1 r CASEMENT WINDOW VIES, RATED FOR LARGE b SMALL Dor wrArnElvO .Ow'BGMeVKIRARAY SEE SHEETS 64 MISSILE IMPACT RESISTANCE UI•.1HEAlD 'ALGtltli.INC 3Hr NNGLED 011 -' ,I•Ip, 1)THIS PROOUC'HAS BEEN DESIGNED b TESTED TO COM-LY WITH THE 3TWIOTH _-. _ o1APe� •$ � am AncNEow REOUIR5WNfS OF THE FLORIDA WILDING CODE.NCLUMNO THE HIGHWOT4 �_tA'AtaFAL® u HFAT$1REXOTF1fD is WLOCRY HURRCAM ZONE(HM44 YNDE'33.47rD.C.ED&SI L .`^� GVG=em 3e B1AW VNDER 3S47e'DIEA0891LL �"•F"-11=" 2)SHUTTERS ARE NOT REOUIRED WHEN USED N VAND OORNE DEBRIS r MAX B,SEE SHEET 2 REGIONS.FOR INSULATED GLASS NSTALLATKN13 ABOVE THE HVHZ,THE 76 1 V1r GLASS BITE /Z� 11118•GLASS RITE OUTBOARD LITE(CAP)MUST TEMPERED. LJ �3 3 3)FOR MASONRY APPLICATIONS IN KHAM�DADE COUNTY,USE ONLY MWALOPDE ______ _� COUNTY APPROVEDMAWNNY ANCHORS.PINE.ASTM COO CON REp FOILANGOII EVALUATIONSHERE MIN. PINE.CHOR TY000NCRETEMASONRY UNITS t7M-A AND CONCRETE WITH NIN.KSI PER ANCHOR TYPE,SEE TABLE 3.SHEET 4. A A.SEE O.C. SHEET2 GLASS TYPE 1 GLASS TYPES 2&3 I)ALL WOOD BUCKS LESS THAN ARE OPMNU:IF NI IS INSTALLED tX _L INSTALLATIONS.1%N000 SUCKS ARF OPTIONAL E UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPIC'EDAS ZX ARE 1.1?THICK OR rro•Hou. � ,AT r10M GREATER.IX AND 2%SUCKS(WHEN USED)SWILL BE DESKLEO TO PROPERLY O'c OUl48 StAC4I-I ' M ssl T® � I '7 I_ . �-D TRANSFER LOADS TO THE STRUCTURE.NWU WAX DESIGN AND NSTALLATKX/ A.C. 01T�SNaFAIID CUSS I wrAM�.weuw IS THE RESPONSIDILTTY OF THE ENCNEER OR ARCHfTECT OF RECORD. \ /� —Tdr1ENGTHEIlED01A5S Sw USE ANCHORrnrAneP Iw•RAFtAl wu w•NKMACE 5)ANCIKM EMBEDNEN770BASE MATERIAL SHAH BE BEYOND WNL DRESSING VISIBLE I PAIRA7EACH ue'AxfAlmoR' eYAwEyp No. Nlr xneuen AMER kMwRAr OR STUOOO.USE ANCHORS OF SUFFICIENT EMSEDMF I M SPECIFIED ON LIGHT Q JN.B E TFIIFFn.^A t3 0U53 A> .IC TABLE 3,SHEET I.NARROW JOINT SEALANT 6 USED ON ALL FOUR CORNERSOF MIGHT HEIGHT IS •>a rAule6to 30 ~�r�rwTaTtteno3meHeooUAa THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERAL (DLO) / 26'OR OVER - �e�.�� ammm SEALINGIFLASHNG STRATEGY FOR WATER RESISTANCE OF]INSTALLATION I —r SHALL BE ONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE 11/18'OU9S BRE 11118.OLASS BRE INSTRUCTIONS. / 70El• 3r I 17 0)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING --- APPLIED LOADS.WOOD DUCKS.BY OTHERS,MUST BE SUFFICIENTLY ANCHORED / • I TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. \G G I� GLASS TYPES 4 8 5 GLASS TYPES 6&7 T)CES ON PRESSURES: A NEDATNEOESIGN LOAD68ASEO ON STRUCTURALOCYCLETEST PRESSURE. S VACK FRAME ANALYSIS AND GLASS PER MTM E1300. ri.r SiAl} 7nr UMANTLD B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURA31 - ; Dues erACK fnr AIENEAlfT OR CYCLE LEST PRESSURE,FRAME ANALYSIS AND CLAM ASIM t/300. '—I►B 14-17C MAX O.C.E WGTHm tu•AIAePACC PA TSTREKDTNENEDeLA54 e)THE AADS CORRESPONDING METHODS TO THE HAVE BEEN DESIGNED TO RESIST THE 4'MALL 3.1478•b ODER(HEAD b SILL) SOr eY KLRARAr WINOlDAD3 CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 3Hr TCMruKD Nu`xc' 33-1gR STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF TM 8 ASiBLE OlIiB6 KtrAraENEDaR PROOVCT.THE-.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION O[ OPENING(DLO) b iSiPEGN311E181 ANCHORSINT0 WOOD.ANCHORS THAT COW INTOCOHTAC-WTHOTHER TYP.ELEVATION OF CASEMENT WINDOW DISSIMILAR MATERIALS SHALL MEET THE REWIREOENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 11I1r OUSS BRE STANDARDS USED: 07 8)REFERENCES TEST REPORTS FTL-7060.3578.3560.3724:ELOO ULTRACON .2014 FLORIDA BUILDING CODE(FBC).STH EDRGN 3 NOA:ELCO CRETEFLEX NOIUANSUAFSPANOS FOR WOOD CONSTRUCTION AND AASTM Ela" ADM ALUMINJM DESIGN MANUAL AANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION :ALUMINUM DESIGN MANUAL,ADM-2010 y PROUtICT REVISED .AISI-SI0OW/S2.2010 os[ompyMe viA•FFIaIeI SO14'vCob TABLE 1: 111nnnN,l GLASS TYPES 889 A—P-14.1 g2oia Mae TYPn St1eN i1 LINN ' JR Hy: w1A: R.vwgn B. •.••"•" �i ADDED SHEETII RY 1 &16•Lem 1RI An-.000•PVS-118 M 5 GENERALNOTES...........................1 3 "^!•'•.• '� U 05/ WRH SPACERS MIW PlaemF2 r/Ie•LAIN 10 An-.0E0"SO 3I1eAn) aELEVATION.........................._.._......1 = �L -Z. 1 7HeLeml 1e HS-DSO•SG-3MBMS .) 7 GLAZING DETNLS.............._...........1 2*j 14.5•T1B•La -7116•NI.116•An-.DBD•PVB-1IB'AnSN9TANUr1oN............._...._...._.....xASSFMN Y TIIM DETAILS..._....._3T-7110•Ar•115'An•.OPO•PVB-11O M e ANCHOR SPECIFICATIONS...........• ( GLAZING DETAILS J ROSOWSKI 8 718•LAml.IG(3110•M.114'Nr-3118'M-.DEO'BG•9I1C M ANCHOR QUANTITIES..................4 7 71W L/f i.G 3110•An•114•N1- 10• - 18' DESIGN PRESSURES... 6i ke'+ At � 1070 7ECHNOL(%GY UHIK ITU:l ( 1 •11YNr•91CAn•.OBP3G•311TM) BEXSTRus,oYNrsrAACERM.___..: ii ';S/O(yALEt��`Y`` N.VEN CASEMENTWINDOWDETAILS-LM BSM 08/08/12 E TIW Un*10 BMW T-1/1•N1-3flW -.DBD•SG-311WHS) 7 1, 1\\ Tl llllllll NONOk15,f.J4174 Se•4a/MOUS/: 5[aM: HAG: OanrN MO. Rov: VVS'�BUTACI'L'•CVB SY NURARAY MIERICIL NC. ALYNNMLLER,P.E CER7 C=RUTH.029296 CTA-740 NTS �GOF 1� MD-CA-140-LM B 60=SENTRY BY KI11U11A AMERIGI NC. P.GFaerm •• ••• • • • • • •• •• ••• •• • • • •• • •• • • • • • • • • • •• •• • • • •• •• INSTALLATION INSTALLATION OPTION 1 EDGE {. INSTALLATION INSTALLATION ANCHORS=DISTANCE `I EDGE DISTANCE pp7�p(.J Q OPTION 4 Iwo ZX WOOD. / CONC�MU INSTALLATION ANCHORS OMEINSTACTLY INTO METAL. 7T PER ANCHOR DIRECTLY INTO MASONRY, AS REOUIiiFD PER 2 EMBEDMENT REQUIREMENT BUCK NOT ---4 TAME 3,SHEET 1 \ \ ATTACHED TO 1 82 - TYP.ANCHOR IBHIM� ATTACHED TO 115 16 ....FRAME SILL 10 11 TYPE. EMBEDMENT— VENT SILL B9 13 812 STEEL AND CE E 4 8 BO 12 .3 SELF-0RLLING 5 1 DISTANCE PER 32 >3 SMS,SEE TABLE SUBSTRATE. 20 —_ 3.SHEET 4. 22 20 , SEE TABLE 3. O -- SHEET 4 . - 3 T—7. EDGE .. I _.__. - DADE APPROVED DISTANCE _ 1B 64 _ _ MULLION.ALUMINUM. 36.97- Bl 1 BE OPERATOR ARM 36 39 STEEL FRAMING OR ATTACHED TO 0 4 ,— 82 1 /7�1 INATTACH 0VENT SILL 35-37B1 - STEEL STUD. FINME JAMB L 19 LMBEDMENT 1 24 e. BNP LIGHT WIDTH(DLO) 3 5 93 70 FORSNUSSERREQUIREhENTS. EXTERIOR ATTACHED TOr SEE TABLE 4.SHEET/. 8 EXTERIOR VENT JAMB OPTIONAL AODON WINDOWWIDTH I� 12 FLANGE 0 HEAD, V SILL&JAMBS HORIZONTAL SECTION A-A WINDOW81 11 SEE DETNL EGRESS FORMULAS: HEIGHT JAMB NOTES: Al,BELOW WIDTH.WASH HINGE:WINDOW WIDTH.13-1/2 10 HARD- 1 USE ONLY SUBSTRATE-APPROPRIATE NO?ES: WI DTH,EGRESS HINGE:WINDOW WIDTH 744 M31MLE 14 10 'WARE ) / 1)WHEN INSTALLING HEIGHT:WINDOW HEIGHT-6 L1011' ANCHORS LISTED ON TABLE 3.SHEET 4. COMBNA-ION UNITS. �p,T FOLLOW EMBEDMENT AND EDGE L ADDITIONAL NBTALLAI'K1N VIEIDLE LIGHIT FORMULAS: (DLON BUCK DISTANCE LIMITS.ANY INSTAI.I ATXN l / / 10'MA% ANCHORS MAY NEED TO BE WIDTH:WINDOWWIDTM-Y HEIGHT OPTION SHOWN MAY BE US ED ONANY LL \ INSTAED THROUGH THE HEIGHT:WINDOW HEIGHT•7 SIDEOFTHEWANDOW. \ / // WINDOW FRAMES AT I r MAX ATTACHED 2)ALL W000 BUCKS NESS T W W t•t? FROM EACH SIDE OF THE FRAME TO FRAME ASSCMDLY NDC CENTERLINE JAB THICK ARE TO BE CONSIDERED 1X I / h SEE TABLE BELOW: ATTACHED TO I INSTALLATIONS.IXY40M BUCXSARE FRAME JAAB L OPTIONAL.UNR I.MY BE INSTALLED DIRECTLY TO SUBSTRATE.WOOD REIGNS +� I-�-10'MNL L- A4i0rid AN*=Amour w FMII DEPICTED AS 2X ARE 1.IR+THICK OR SEE DETAIL A28ELDW 01JtWr Fnm. Sr A ATTACHED TO GREATER. IX MID 2XBUCKS(WHEN USED) r ""'N.• Arclw ��' SHALL BE DESIGNED TO PROPERLY WMN A 0.080 \J TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DES KJN AND INSTALLATION _ 38 70 IS THE RESPONSIBBJTV OF THE ENGINEER 83 OR/MCHITECT OF RECORD.MAXIMUM SHIMTHICKNESSTOSEI/r. who- 20 hy'' AlelKr A B,C&D C21^ I 15 18j a5 t -22. l J DETAK 3DFET.L At Az YYY a•+ 1 1 PRODUCT RENISED B w AYeIpl�.wrrFLn W �itA If�CYdW.?1 L:/ 1 tD B4 IBUCKSTRRIPW(m xw»a Br: NtoNA m.,:.;o�B: Dr /90ffi 1. — SEE NOTE 2.THIS SHEET. x� Ay R.+:— Mvc From `i!r MAX SHIM -' •. • EMBEDMENT �fCROSS SECTIONS&INSTALLATION J ROSOWSKI CONCRETE ', :. PER ANCHOR + + 1370 TECNNO.OGY DRIVE TINLIN+' REOUIREMEN. N.VENICE,FL 34275 INSTALLATION OPTION 3 CASEMENT WINDOW DETAILS-LM&SM 0&08/12 ?- P.O.Ana lha. VERTICAL SECTION M HOXOMIS,FL SKY7a s,.: sr..e: O o�inp Nc. aw: INSTALLATION ANCHORS THROUGH A LYNN MILER PE 1X BUCKSTRIP INTO MASONRY. PEFdF703 CERT.OF AUT I.F2929a CA-740 NTS 20F 11 MD-CA740-LM B •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • 1 • • • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 ' CASEMENT(X) CASEMENT 1 CASEMENT(XX) AWNING I CASEMENT/FIXED CASEMENT(XXO) PRODUCTMVIBBD �-.--+o•,see Nore T,THIS sMEE' - N,16-0�14!Zl FIWREI: FIGURE 2: 740 SERIES E' DAN A17 INDO _ L —O FRAME VAN `� /� ASSEMBLY m HEIGHT yi �'"� 10',SEE NOTE 7, ( TUBE FE ASSEMBLY TUBE NOTES: i D RMI THIS SHEET 740SERIES \ TI-TO-TIP _ DIMENSIONS FOR EACH —ASEMENT INDIVIDUAL WWDOW.FORSIZESN0T V•✓ WINDOW / SHO'AM,ROUND MP TO THE NEM ,a 1 W07H _' ' / / AVAI ABLE WIDTH OR HEIGHT T� �I f 710 740 DIMENSION^WICWNONTHCTADIES. (< SERIES FRAME StIBtS E w 7 CASEMENT ASS EMSLYUSEMENr FRAME 2)ANY ENT.AWNING PRODUCT O WINDOW TUBE WINDOW ._ ASBEMBLY.�y (CASEMENT,AWNING OR FOED 2 e / —E I. CASEMENT)MAY BE MTACI IED TO J J A THF FRAME ASSEMBLY TUBE.FOR `740 SERIFS ALL WINDOWS,USE THE WINDOWS Q In FXED WINDOW NIDA FOR ANCHORAGE.SIZE AND W J LL DESIGN PRE URE LIMITATIONS. O a 'SEE PRODUCTSNOA FOR S)ALL WINDOWS IN ME W Lu 1403ERIE5 INSTALLATION SPECS ICOMBINATIONUNIT MUST�Ymm7 AAKE TO a N m Q THE CASEMENT._ EXTERIOR WINDOW RESPECTIVE NOF THEIR O H U \ / p Z 74C SERIES TIO SERIES 4)FRAME ASSEMBLY IUOA TO SE $ $O Z CASEMENT FASTENFDTO WINDOW,AS S/IOW N FOR SINGLE UNITS: Am OtOYY DETAILS,WITH MW.012 X 1'SHEET �[ L METAL SCREWS.USE THE SAME (n 1)DETERMINE YOUR VV04DOVY SIZE MIN.A 12X V WAS - SPACING AND QUANTITY AS THE Q W AND TERMI TI ROUGI FRAME OPPOSITE FRAME MEMBER. Q W n INSTALLATION HOLES 2 7I (RAMC ASSEMBLY ( ,5 2 W Z7 Q 2)KNOWING YOUR ANCHORTVP! ASSEMBLY TUBE UTHEFRAMEASSEMBLYNBEMAY .1Q 4 N V AND SUBSTRATE,DETERMINE TUBE NOT EX CEEDEDALENGTH(ASUSW q $Q YOURANCHOR GRGSPFROM MN.012X 0105 USED FN—A 6V TEE OR CRos OVO OR BE8LL PAN, 1. USED IN TEE OR CROSS TABLE S,SHEET S 1'SMS THROUGH 740SERIES THROUGH CONFIGURATIONS. S)FROM ONSETS 544GL FIND THE INSTALLATION CASE HOLES U�ATION 6)THE FRAME ASSEMBLY ITUBE T ✓• a SHEET=OR YOUR GLASS TYPE. HOLES WINNOT,REQUIRED 70 6E CLIPPED TO n ' oNwn FIND THE PRODUCTS DESIGN !S1. SERIES 740 SERIES THE SUBSTRATE.ALL EXTERIOR PRESSURE FROM THE TABLE FRAME LASE LW 9ESIGN PRESSURE � M EXTERIOR ASSEMLLY C JOINTS TO BE SEALED BY INSTALLER. a, (PSF)FOR SBXNLEWTNDOWSALL WINCONY TUBE. FIXED '< . EXTERIOR EXTERIOR FFLIED 71 FOR ALL COMBINATION UMTS, ANCHOR GROUPS' 4 CASEMENT ADDITIONAL INSTALLATON PNCHORS zi u o `D DIMENSIONS HORIZONTAL SECTION C-C WINDOW MAY NEED TO BE NSTALLED 1)DIMENSX)TB SHOWN APE THROVCH THEWINDOWFRMIESAT O z RP-T0.TIP.FORUMS NOTg 10'MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEM FOR EACH WINDOW IN A VERTICALLY OR HOROONTALLY COMBINED ASSEMBLY: VERTICAL SECTION DO VERTICAL SECTION E-E FRAME ASSEMBLY TUBE BL AVAILAE WIDTH OR HEIGHT - -- CENTERLINE.SEE TABLE BELOW: DMCNSION SHOWN ON THE 1)UL I ERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AN GLASS MAKEUP,SEE FIGURW 1 S 2.TINS SHEET.DETERMIC YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. TABES. AdA 7A—PimpOW--' EW a-N 0. A T e)USING THE TABLE LABELED 2)FROM SHEETS$4.FIND THE SHEET FOR YOUR GLASS TYPE. 51 TNDOWANCNORSRCOU0RCD- 3)FIND IHt MSION PRESSURE FROMTHETABL SWELED 9ESGGNPRESSURE(PSF)FOR MMDOWSATTACHED T'OA VMTMAL./RMKASSCMBLY TUBE'ORTESIGN LL �R A S,CAD _ (TABLE 2,SHEET 4L DET ERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TOA HORIZONTAL FRAMEASSEM&.Y TJBE', DEPENLXNG ON WHICHWAY THE FRAME ASSEMBLY TUSE IS ORIENTATED.THIS 1T-21P 0 THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WNDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPUESTOTIE ENTRE ASSEMBLY.DIMENSIONS SHOWN ARERP-TORP. 2T-al -_0_.__.._ 1 NEEDED IN THE HEAD,SILL AND FORS NOT SHOWN,ROL440 UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 21, 1 7 / JAMBS OFYOUR WINDOW. .._ `6 4)USING THE TABLE LABELED NAMDOWANCHCRS REOUMZW'(TABLE 4 SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD.SILL AND JANSS OF YWMOR NCSor B)INSTALL ASPER THE YOUR WINDOW. Rev. 0,CA0 INSTRUCTIONS GJ SHEET 2. t>•-aP 0 0 SSSS. S)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 23 NOTE THAT ADDITIONAL ANCHORS THROUGH THE YANDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 2Y-26P 0 7 SHEET 2).AND THAT MIN.012 X 1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET} A.LYRA!MLLER,PE. EA MTM 000 ••• • • • • • see •• ••• •• • • • •• i • 9:0 •• ••• • • • • • • • • • • • • • •• 40941 • • • • • • 0:9 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F TABLE 2: TABLE 4: WIDAow Ancb4Ns R•qus•6 Jamb Snubber L.ocaBons M(=L•r ROMSSID Wk'AW YVYa p0 eas Y06e3Y au4r 25' 23-1Y1C 27IV4' ]0' I 3Y1it QM4TYK. Bu - Amh.OgreI AnI arae Anelnral Ancb also Aneb Aroaa (TYOe•PVS i6) (Typfas JB aa) Db p t44 CBO A e CAD A 0 CAD A S CAD A 0 CBD A B CBD A B CBD .Mrd 2 2 2 2 2 2 2 2 2 2 2 x 2 2 2 2 2 2 2 ar en• Nen• it—trn 14IIItr 23• Hetl/88 2 2 2 2 2 2 2 2 J 2 2 3 2 3 7 3 3 J J Mae RfTile6 4•C41N 6 JO' 2y+yv 00 x 2 2 2 x x 2 3 2 2 2 2 2 x 3 2 2 x 2 O.C. MaA'8a 2 Z 2 3 2 x 2 2 3 2 2 3 2 ] 3 3 J.6 4 4 4 4 4 4 4 4 4 1 4 4 4 4 4 4 4 4 4 171Nf.fan hand San e S� Owr N' e•ei etl 63P 4aCA and 63P m H."M 2 Z Z 2 2 2 2 2 i 2 3 J 2 3 3 3 i 4 3 mer O.O. mef O.C. Jane 4 4 0 4 4 • 4 4 0 4 4 0 4 4 a 4 0 a 4 10' 'PNB'•BIRACf7EePVB BY NURARAYAMERIG,MIC. 1MNBa 2 ] ] 2 Z ] 3 3 f 7 f f ] f ! 3 J 4 7 fi SG•SEN7Rr Y NUNANAr AME t CA IND. •�,e hili 4 4 6 4 4 0 4 4 6 4 6 6 4 0 6 4 a 6 4 H."d 2 2 2 2 2 2 2 x 7 2 3 3 2 3 3 3 3 4 3 A ine o a 4 B e 4 a a 4 a 0 4 e 0 4 e 0 4__0_ 0 4 1)USE THIS TABLE HUH H."d 2 7 2 2 2 2 2 2 2 2 3 2 3 3 23 ! 7 J -1 J ALL WINDOWS PER THE SAMPLE CONFIGURATIONS Jrro 6 a 0 5 a e a A 0 a A e 6 a 6 e 6 0 a 6 ELEVATIONS ON SHEET 1 IY00BB Z 2 2 2 2 J 2 3 3 2 i 3 3 3 4 J DIMENSIONS SHOWN ARE 1 WINDOW TIP-TO-TIP. /\. •\ J Jr 6 a 6 6 a a a • a a ='30 a la 0 0 /X'a IY00rla x 2 2 2 2 2 2 2 2 2 7 7 3 i 7 f 2)DNUP TO � LL a 6 a 0 8 A a 10 a B 8 1C A • 10 01New9a ] ] Z 2 2 2 Z z Z 2 3 3 3 3 3 3 THE NE%TlA£VAMABLEWOTH OR a A 6 8 10 a I 10 6 a DIMENSI2 2 x 2 Z 2 Z 2 2 THE TABLE. %; O 0 f 04 9;; o !X`, 0 a Z TABLE J. 1 ,' $ $WO W 0-0 An07or 8WBf0N Mil. Min. Mlo e \ MSL EXAMPIi t:FOR WINDOW COMBINATION SHOWN BELOW;7N0'ANNEALED aBIGI.MASS (X i 0 �% X; 1%\ d ol.W 0.C. Cmbenwk Pleb IM MASONRY ANCHORS INTO CONCRETE,-70/80 PSP DP REQUIRED.NO ANCHOR PLATE wne.DWI— RegnW7 -._._.._ r IN•~LMraem Halos BW 1' r 1-1N' ND EMM Z S.P 610' 1 1 No A)F FROM TABLE ORS C 6 D ALLOW A DP OF.701-110. < 'c c O O , kle A 014,WON 6M3(60) 600176 Nan. 310• aC .OSP No !>° GO = w Q a M41,41088 8118 A38 SMN AM Ma' .060• No B)FORMIC NAD,rnom TABLE 3,ANCHOR TYPE CHAR THE ANCHOR AND SUBSTRATE iil' y �•0 0 � �V AGO SIN.fir.33 YB• Y0• .035'20 . No DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. yTr p5 p S.F4- vC 1' lam• No Q qfF b d U N B •12,MW SMS(G6) 6053- Nun. Yr .060• -N• C)FROM TABLE 2,0 ANCHORS ARE REW IRED IN EACH JMIB. a012,41OSSSM6 A30 SWN Ya• are' .060• Ho c AW 80N a.33 YC 035•.20 p. NF D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD 8 SILL 2aM C•noet4 2-1/2' 4 1ST' No g•. n h 114 I"U0a0m 2a5k C—M. 1' 4• 11w Ne E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1, Hobr BMck 2.117 5' 1.111• No F)PER RULES ON SHEETS 2 A 3,INSTALL 1 ADDITIONAL ANCHOR CJ THE FRAME ASSEMBLY C' 012.0NN SMS Tab) 6001T5 Nun. YO' ae• .OTIJ' Y- TUBE SIDE OF THE AWNING(WAD B SILL). 4I +••�1• 4• VZ x 012 NOBS SMB A386Y41 wr &r YM Am Bluff.Or.33 316' Sr 045•.1S d. Yn S.PIIM MC 1' 1dB'_ Ya FlXFn CA.SFMEM ANGORS(SEE 3EPCMT[NOAS •H.0bN 8Ma(O6) 7061TS AWn. YB' 510' .071J'- Vn A)FROM TABLE 9.ANCHORS C BDALLOWADP OF-7 I. 1 a014,410 AS SMS 'taw 3/8' 5W mr YN 10.01 A653 3""0.1 YM Q.33 YC YO• .046.10 D.. Y. 5)FOR THE i ,FROM TABLE 3,ANCI TOR TYPC C HAS THE ANCHOR AND r 13.26• 2. 1 C4ncwle 1• r iJ Y. SUBSTRATE DESIRED AND MFS NOT REQUIRE THE ANCHOR PLATE. 114 erN ubecal task C•uclNe 2-117 r I-W Y. 81• _ '7' . D Hobe Bw* 2-1? 5' 1-111' Yes C)FROM TABLE 28,5 ANCHORS ARE REQUIRED IN EACH 1". 4 VN \ 114'MOSS' 335k Cache 11 v 1134' NP 0)SIMILARLY,3 ANCHORS ARE REQUIRFr..w THF HEAD 8 SILL Ce FINa HI Bink 2.112' r 1.111' No 3,51,C..*. 1.14• Y 149- No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET I. y \ +� Y16•N4N lAYecon 1lolow BMck 1 1- F)PER RULES ON SHEET 2,INSTALL I ADDITIONAL M404OR ON THE FRAME 4• --- 4• ' FlW Bbok 2-117 S' iJll' N. ASSEMBLY TUBE SDE OF THE FIXED CASEMENT(HEM B SILL). _ •. 1)ANCHORMUST EXTEND A MINIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. ° 26' �"T0'+xo•�{ 2)ANCHORS MAY BE M HEXHE ,PANMEM OR FLATHEAD. A IYNN MLLl31.P.E. Gob eF • 00: •• • •N 0 N 0.0 000 • • N :0. N 0:00 N 000 009 0:N N 0:6 E f FOR GLASS TYPES: TABLE 5: Del9�v" ••aoa9y.WwrN..All AI Gv 1)5/18'LAMI(1f8 AN-.080'PVB-i/8 AN) YNUWGTNEVLSSD pyny me.Fknd. I 4)7/8'LAMI.IG:(1I8'AN-7N 8'AIR-1/8'AN-. 90'PVB0 -118'AN) w9mR7YMn1 6,01p H•40 nyTa9o.oe Net ' w«xr ts151r, naM• 30• 3318 3e' 3r 'Pw+•BUTAort wevRURAaAYAMEatr.�r+c. # D. OD�p{S .ft 2r -70040 -7W-OD .mf0 .70140 .70140 .7&40 .7040 g7. 2P51W .7&40 .7W40 .70140 .ro40 .moo .7.0 .7040 3546.7&40 .7040 .moo .70140 .7a4o .moo .moo WINOCW 46' .7140 +7040 .70140 .7a4o .moo .7x40 .7041 MEIOHT 019016` .7a4D .moo .moo .moo .moo +7040 .mm2 .L m W.ma0 .moo .m-90 .70415 .7040.6 .m47.7 .maw? � 93• .moo .ra40 .moo .7141.7 .'701-ms .%73.7 +m-A.1 ,MIOIH 13• •ro40 .ra47.2 +7oA77.1 .907-71.5 .01-614 .91-90.9 N-0J 70' ,7040 .7041.6 .roa6.7 N-n2 N-59.9 •I-612 •A OLS SEE SHEETS I B,FOR a w .moo •ra40./ .m-71.7 .4411 .7-M.7 UOGAApµ HSANDDOUANTIOE5. �y zN a 'AAE B: -- i4cJ 1 0®ipl PlwuL ID101a Wa00R7A06e1•e m 9 VS*M F1.1M A$UrIW TW f P LL m W94w1 WiIS ( W If7 IJI ,I-2r x515,5 121�4- 301 33 V7 S 3T IL 4pl D Arc G,a A.-Ol Arch Olay Wh.0w Andw Ow �. N A B C D A B CAD B AC20 A B C&D B A,CAO A, 90un0x,3 .rom .7040 .moo .70.907040 .rom .lam .7040 •mm .7040 •rom .lam .7070 .moo .mm +70 2}IYtI7 .70.90 .mm .7040 .7070 .mm .rom .ro•0 ,m9D .701-90 .7070 .7070 .lam .70m .rom .rom .7&40 - Z S' 9546• ra40 .701-71.0 .moo .7040 .70141 .7170 .7000 .701-0 .701-00 .70.90 .7&40 .7&m .lam +7&40 .rom +7&m•• .m-73.1 -1.572 .7040 .moo •Nall .7170 .m0 .71.61.{ .rom .7070 .m.AR .mm +70-90 .7&m .7&26.9 .7&40 5454 .740.3 .1401] .7040 .mm .141./ .700 .rom .7&232 .70.0 .7040 .71-746 .7&m +70419.2 .701.90 .70413 .70402em00 ,141.9 .ra212 .7040 . .7n.A2 .7026.5 .ros.3 .1429 .7&40.e .70.79.2 .ro-77.1 +70-71.2 +M.713 3 Z � ar .I-66.7 -1 116 •7040.1 .70495 4191 .ra77.9 .7040 .7&.n3 .ram .1289 .70.841 .m-76.5 .1399 .7&-A5 +ro-71.6 .7&-74.7 427.8 .m-ToI W FRkM2w a a44c� 101 MAX.--i ASSEMBLY NO TA[1E 7: T DLL•L P1u9i19 SLS 9H W AlUmM b9 H--iil Fnml Auer"TY T �n a WY19wv wan �- WINDOW H B ... t HEIGHT 1 L�j r�r.{ •.' 9F9Nr2S x5-111C 27.4P 77 3147 3S y ]r A1Ieb Ancb Alco Melo �y 1100117 ADDITIONAL ASSEMBLY .. or9L0 Om• 0101• 0-0 AnFMLe Onny Arab OnRp �•-'Anlb OIw� � --.-�WwDov/�-- ANICHOR M A6 Al Al 8 ACID A B CMD A B CfD IPMAX WOIH ('D�NRSD o I9Io9r27 .7040 .ra40 .70140 .7040 .7042.1 .7040 .70140 .roaf.5 .7040 .7040 .ra•7w] .7070 �I�l. SEE SHEETS 16,FOR WINDOW NIQIOi 751516'. .70140 +7040 .7140 .70140 .7040 .7040. *ro45A .70-00 .ra40 +ro4/ .7040 .7040 AlaxoR LOCATIONS AND QUANTITIES.BEE 6HEET 7 3647 _.ro40 +7040 .7040 .70140 +M'40 .7&40 .7x40 .7040 +7140 +rom .7140 .7040 (1).IF RED. 3 FOR ANY ADDITIONAL ANCHORS /P -ro40 .ro40 .7040 .7040 rm'40 .7040 .7 .7040 .7040 -70140_ .m4D .7040 REQUIRED FOR THE FRAME ASSEMBLY WwDON TUBE. Soar .7am .7040 .7&40 .moo .moo .moo ,7x40 +ro40 .7049 .ra.99.x .7O492 .mss --� WIDTH� 57 -70140 .70140 +7x40 .7049.6 +7040.6 .7Y410 •70M7 .7Or677.7 .70.7.7 .70101,.7 SEE SHEETS FOR WINDOW ANCHOR 6Y .7&40 .7040 .7190 .70x7 .7&-A.3 +m-70.3 •m-A) .]QNB] .70.701.7 .roa0.1 .ra-70.1 LOCATIONS AND QUANTITIES.SEE SHEET F 77' +794D +7047.2 .70177.7 .m-71.5 .601@.4 .648., •01409 ND•40.9 .5140.9 4-09.3 .Fd9J 3 FOR ANY ADDI-IONAL MCMDRS 7r .7040 +M44.5 .70170.7 N8J +A069 .!459 482 .182 Nd7.i 4-09.9 .HOA 440.9 REQUIRED 9 IRED FOR THE FRMS ASSEMBLY M' .70140 .m40A .roa12 .60181 .1-012 «dw2 A l F NOTEStMP )! BNEET1 FOR ADDITIONAL SALE COW KiUMTIONS, A.LYNN MLLEI EL 2)::E FOR 9NU6BER 1KQJ•tGlM9. v 41L 01 1 •• ••• • • • • • •• • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7 t: i i TABLE B FOR GLASS TYPES: 2 . G-311 B AN PfOD R3v13ED o.MlonPw..M.m.6aB.Ip3W1.N..uMdwdao• )7/16-LAMI3/16 AN-090-SIG ) . �.nmMl•tRmr V*.b wm SG'�SEMRVfilA..OV KURARAV AMERIC&INC. waegrw N.1 •YI e M00r24 2415/16' a44* 90• 351? 33• 3T ,,d.27 ./0.130 .001.130 .00.130 -901.130 -90A130 .Od-130 .Oa-1'3D BY 1513116• .00.130 .00.130 .00.130 .00-130 -00.130 .00-130 .001.130HEIE. GFR Mi 30.16' .00-130 .00-130 -90-130 .001.130 100-130 -101130 +OO<13D y A8. .W'-130 .00-130 .00.130 +W-130 •00.130 .W000 101.130 305/5 .00.130 .W-130 -90-130 .00.130 •00-13D .W.130 .1'.130 -.I WINDOW m Or 0 130 .90-130 .00.130 .00430 .901-130 .001.130 .90(.130 wID71I OT +90-uv .00-130 .90.130 •1'•130 • IW •0013110 =..eETB1a4FOR _ 0201 1-7.6 WI0 LWOMGDOW ,0•I0 TONS.4w.130 .9.10 .0-130 J AND l3UAM7D1E8. 13 M0 .-1000•.I1W30 0"W30 .90--1330 .ODI-19030 .101 .0"A7 .90'-779.0 LU .0-1 c � a Ma 'q{d 1 1Z1 d TABLE R D.WPr -0t1p10 Wird-M.WdW.WMW Fme A.-M TW m wI1d.PwaW W yl�o wlorz3• x51&10• 01014• 301 331?' u• 37' a � b Arena dap Aa a.NP Andtu 0., Andar da• Menu dap Mehr dap Andra GNW N 0. A B C D- A B CAD 0 &CAD A B GAD A B CiOB ACID A B CAD C LLJ Q F u.1u b• .MSO +mop .70,90 .M-90 ,70.90 +79.90 .7&410 .7940 .7940 .70/40 .7040 .7&40 .7940 .7940 .79-00 .70-90 .70,90 -mW •MW .M.W ^Z 2fs131W +MSO .mSO .m-W ,MSO .MSO .70140 .740 .n.W .7040 .7940 .70-00 07940 -7000 .M W -'no .m-W .70140 .7040 .7940 .7940 a p y Z JI D04C .moo +70-71.6 .7040 no .794• .7940 .MSD .7040 .MSO .70190 -7090 -7.90 .7a-90 .701-00 .mm .7040 .70140 .mm .mm ,7911 W k M' ,701.731 .tma .raW .701-90 H4t.6 .mW .mW .mW .VSO .701.1 .70147.9 .79-00 .7040 .740 .79.90 .70140 .no .70-1 .m.YP 179.1 (�7[j LF$ 506�e• �7d.3 .14A.3 .raW 17-00 H41.a .ram .mW •7011 naSO .79-00 .7432 .Mm .lam .M40 .7079 .m493 .mm +m410 .mJ43 179-1 �: d Z a eD• •147.5 046.0 .raH.7 +790 .761.A .7041.2 •10140 .70.739 .7940 •ro'49e ..7x.70.2 .7040 +7403 .70IaA01 .nM .701.732 .lam .7240 .79.71.2 .7040 0 Z w ^ 03^ -166.7 .101 .Mm .70149.3 040.3 .70.77.3 .7040 .7a.m3 .7&40 .7'463 .1WI0 +7640 .Maes .701.74.9 +79.1 .70-71.9 .7&40 .79403 079./ .79-0 �,Fn �g W Ql FRAME AS9E1•LV TABLE IO la I9ML---a-I � DWF Ple.ort.90 to WFIOOYl MW W10.HW WRWIO ASMW.*Tb 1WINDOW • ry ^ a R WYNp Wld6 W WDO. FRAME NFLMT F• Y •0,•73• 7515115 2744' 30• 33.v7 35• 37' HEIGHT SEA•LY I u N M[Aa AmARdpl AN" A.0. MCAs II II A00RgHAL da90 dale Orap dap dap GW A^ l wp Mcna dap 0 M1 -moi W9pow F� ANCHOR 26'. All M NI M B &CAD A B CAO A B C10 6 wpTH txd•23' .7940 •7940 .7040 .70.1 .7&421 .7090 .7940 .7&.78.6 .mop .70140 +70-743 .7940 ADDITIDNK (1),IF REO. ^� 2515/7 .7940 .70-0 .70-W .70140 .7940 .7040 .7406 .7040 .7940 .741 .740 .7050 ANCHOR BEE SHEETS 1 A 4 FOR W1HD0'N ANCHOR 36310 .7990 •7040 .7940 .7940 .740 .7040 .V40 .MSO .79-90 •7x40 .7090 +7040 HL FIE¢ LOCA3FORTIONS AM QUANTITIES.WE ANY ADDITIONAL ANCHORS SHEET �9 N' .7940 .794) .70-90 .7040 .79-00 .T&o .m.W •M4D .7940 .M40 .7 .70-W w9nav REDUIREDFORTCFRAMEASSEAIBLV �c 50&. 1 7940 70. 179-1 + .70140 .mop .7040 .7IY.W +M9D .7990 +m.90 .M-90 -M-90 TUBE. 8 - y 60 +7090 .7141 .7047 .740 .M4 5 .70.90 .7040 .701-0 +701.90 .7x.W .790 .7040 SEE SHEETS I A 4 WN WN"AHCHDR - g 87 .7040 .M-W .701.90 .Taal) .7040 +7090 .79.0 .701-1 +7&-W .7040 .7090 .7040 LOGTONSANDOUANTITIES.SEEGHFET .. T7 +7040 .70-90 .7940 .7940 +76-90 .7990 .70-1 .7040 .7940 .7040 .m. 3FOR ANY ADDITIONAL ANCHORS / �6 w •7090 .7940 .70190 .7940 .70.1 .7090 .70-W .70-0 .M-W .740 .raW .mop NW94ED FOR THE FRAME ASSEMBLY _ U 64• .M40 .7940 .70.W .70140 .7940 .7x40 - - BIIIE� 1)SEE BHEET 4 FOIL ADD?ANAL SAMPLE C0IFIGURATIpl6. A.LYN1 MLLEk PE 2)SE!AHlLT 4 Fpr BMAe9l BEaURB.C4T3. F.EY 74191 •• 96:•• • • • • • •• •• ••• •• • • • •• { • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • 0:6 •• • • • •• •• • • • •• •• 1 ) C ' ) I FOR GLASS TYPES: TABLE 11: VROINIM REVISED )•49nPRwn•.ObSronevt7••. YwMew,NA3)7/16"LAM](3/18 HS-.090"SG-3/18 HS) PnwyL79w•d.a77aM. wyd-wmN 7)7/8"LAMI.IG:(3116"AN-1/4"AIR-3/18'HS-.890"SG-3/16"HS) -0624.2! und.rzr 2Sta/f 2744• F7I 33.17r %• 3r 9)7/8"LAML IG:(3116"T-1/4"AIR-3118"HS..090"SG-3N8"HS) Dre 16 .4.2r .901-100 OW-13D 40-130 Na-ta W1430 «W.130 •SGSEVIRYG Y KURARAY AMERICA INC. h425-15(ir «94.40 -W43) .901.130 - 13) •101.130 «W.tabli. i Www •04-170 .Wta •901-130 • Im4f .iW-1]0 .901-tV .94.130 •.a-1a •.a-IW Na-130 WWr Na•a0 •W-1a .Ya-130 • 130 •.OI.130 .e IwDwlNDowHENY T•901-IN Ha-t3) .Yan30 .1.014 .401aa .901-1017r w.IW W-IM •M.130a •Ata «pr-I30 .Yana•10'-IW .1444a .04-101 .I .1F1 30 w01 to IwNpOW !4• Na-101 .a'-1a •ea-t3) •001-I3) «m-W -_-I w I~ (Q�j SEE B ICCTG".. ��F V NDOWANCHOR LOCATIONS AND CUANTI71ES. IZf a� TABLE 12: .. Q DWW Pro-1.Db Wk.&-A0.1W 10.V16IM F-Ably Tub .� u1 J LL Fes- O w.mw Wdh Of W uMr 2T 1 251914• 1274. 301 33-1/r %• ]r CV d AA• A.W(ku MGn.IP Andy a-* AMIW Group AncOv 0-0 Arch G.* At.GIxw coFA 910 A B C D A B CAD S ACID A B CAD A B CAD8 CAD A B CAD Ix YF un0r 2r •M40 •M40 .M40 •7040 •4040 .lam *MAO •70400 •m.N� •7x.00 •70019 470'.0 &M-00 .7040 .701.0 •lam •7am •M4C .rom .4040 Y� = 8 M Z 251910 .Tam •Tam •7040 .70140 .4040 .7040 •Alm •70100 •40.00 •lam .7940 .lam .70-aD .7940 *?&.M -M40 •70140 .7040 •7040 •4040 �p rn z i 3B,9fr '.7940 •la-11.6 •7940 .4040 .404lam m 40 1 . •m « 40 •7940 .70-90 .70140 7040 40 m 40 40 40. .7040 «79 «la . .90 .7940 .79 .79 -MM W e tB• .AV.A1 Hd7a .70'40 .mm .1"A -M-9) .7x40 .70100 *70f.10 .701.0 .701471 .mm .70-90 479.0 .70140 .mm .7x40 .Tam ..0-08.9 .mm 7090 -149.3 +1441 .7940 •70.01 -161.4 .rom .7am .704D .7040 .7am +Mm2 .7940 .7040 .7940 •701.90 .79192 .7940 .4040 .70140.1 .mm 3 a z � 6W .141.6 .las,. .MM7 .ram 441.1 .mJI.2 .701-9D .m-TSB .m-a .70498 •701.70.2 .7040 .7940.3 .79-78.6 «4040 .mau .7940 .7am «ro-112 •4040 Z W � or 069.7 ./-01 .74107 .70119,5 •1.492 .M.TT] .?Nm •70-R1 .7440 1«71453 .141.9 470.0 .700-76.5 .79-74ro .9 . m .70 +700410!1.6 +700410 .791155 Nd7.1 .Tam .. uj k09 w (37 pgpM V) rw1E w d un, U TABLE 13: t0TYnX- '�. ATURE s3EMBLY 1£L� DvWr Pl.iLO.(PObW41m.9 AI400at0.Ha90n•FI•IIOASSWMyTub T } p n B Wwww Wd0 KD HE1GHr HEIGHT e 2r 25-75/4• 2744' w 33-W %• 3r W Noow HEIGHT Arch Mehr Mda MrArc MeM 10114100 I DAA• G-W 0•I• 010019 0-0 GI•• AneNw OlOw Anelly Omlp +L I WNODW� ADDITIONAL �5,;9 6 N N N N B A. A B JCS A B CMD 1f A�A)L - -~'I WTM (4 ANCHOR �6 .6.r2r .7940 •4040 •4040 •7940 .Tomb! .rom •7am •701-71.5 .7940 •70-74.3 •7940 Ii ADpTgNAI 'z SEE SHEETS t 61 FOR WINDOW E SHEET 251910 •4040 •4040 •4040 •70190 •4040 •7am .7940.1 •40.13 .4041 •10'40 •7940 LOCATIONS AND QUANTITIES SEE 3HEET 314T •4040 •4040 •7940 «7940 •4040 •mm .7940 •10',13 •7940 «10440 :7aol REEFED. 3 FOR ANY ADDITIONAL ANCHORS . 4r •4040 •4040 •7am •7040 •4040 •rom .4040 .10'-90 .7940 .m-9D X7940 WNDOW - REQUIRED FOR THE FRAME 0.5SFM11.Y TUBE. ■ soarr •mm •4040 .rom •Ta40 .rom. ,rom •7940 •mm •7940 •m,10 •m�-tiu y w .7940 •7040 •7940 •rom •4040 •rom •rom .M-90 •7940 .4040 +M4D SEE SHEETSI&4FORWNDOWANCHOR SHEET sr •7n40 .70 .7x40 rom •7940 rom •rom «Arm •7am •mm •7940 L F�oRnA�i+3AoDir�a'vAL A cw7as72• •4090 .4040 .4090 .40-00 •7940 •7940 •4040 .70-90 •7940 •mm .101003 REWIRED FOR THE FRAME ASSEMBLY -7f •7940 •4040 .7am •7940 +7040 •m40 •1040 •4040 .70.90 •4040 •7940- TUBE. e4 .7940 •7040 .4040 .rom •70,40 M46 NDN 1)SEE SHEET 4FOR ADD,TIONAL SAMPLE CON 4GUR1TgNB. T)7 SHEET 4 FOR SUMER REOUREMEN73. ALVIN A1.6lFR PE 1 I •• ••• • • • • • •• • •• • • • • ••• • • •• • • • • • • • • I • • • • • • • • • • • •• •• • • • •• •• t 1 1 TABLE 14' FOR GLASS TYPES: ' •• Drlp pm-m56 Lr81R65/what•.M AAwlw.ONN" 5)7/8"LAMI.10:(I/8"T-7/16'AIR-118'AN-.090"PVB-1/8"AN) FNGwLT lu:vl9m �� 1 'PVBI BUTACI VB BY KURARAY AMERICA.INC. BIfte.6VAIM. �`}M� Nora x5-1'5110' 27-3M' 30' 33V2 JS' 3r nNpl6mw y-ai'A.2� Mtl•23' .7940 +040 .70'aD .74-00 .7&46 .70 90 .7&40 ST 25-15/10' .7940 .7940 .7040 -94D .7940 i .7940 .70V0 Ati PAAa 56610' .7940 .7O w «7940 .194o .79'40 I •7&AO .7940 4r -940 .71/40 .70'40 .7940 +M/40 ( .7&40 .7940 IC 563 ,7940 .794o +7940 .7940 .79/0 I •7ON6 .7940 l n m ow .7940 .794o .7940 .m40 .7940 (.794613 .7941.6 1 �N�'T"/ or .7940 .7940 7340 -940 .7947.2 f •701-04 +70/-13.9 HdjGNT 72- .794q .79x0 .7946.6 -941.6 .69.7& 10' +7940 .m4D +794613 .7&.767 .5947.2 1+09-06.x .694].51 -^yARpDyy W r M• .roan .7940 +7&eL3 .amao .a9m.e I II•ya-- � �q SEE SHEETS 164 FOR .NDOW ANCHOR LOCATIONS AND QUANT177ES. Z TABLE 15: Dwim I71654M6 IM0 Ir Wmbm AM0010 b 6 VN6351 FP-ii Arnnly T1W (n V1/WrYIM• ' 9yMr 23' 231916' naf 70' 33112' 551• Or W H AF611 S" ACNorQN ANAs O1M• Andy ONNP Anelt"r a-0A O- AoMr G- d Q .� A, 8 O D A 0 GA0 5 A.C&D A 5 MOA e CND 8 A.CAD ■ A.CAO N co) 15M4r 1T .7940 m9 07&46 .1940 .7940 -7040 +046 .]940 .7940 +7&.90 •7940 .n .79-00 07&40 .mm -7&46 .7940 .7946 W x6-1915• .7940 .m40 .7&40 .7940 .ANO .7oFf0 07&40 .7940 .7940 .7940 .7940 40 .7940 -0'40 .7&40 .7940 .ma0 .m40 2 .m-71.6 •mag .mm .mat .m46 .m00 .79-90 .m4q •moo .m46 -n .moo .m.96 .mm -0140 -940 .mow p N Z •79-761 -,67A .m4D +m4• 144.5 .7940 .moo .70.+/0 .7&40 .moo 47 A .n .7&.78.6 +m.9w +moo .7&60 .7&469Ni.3 «4113 .m46 .mm .141.1 •m'46 +7&46 .m45 .7&40 +moo .7943340 .m-7.6 .794D .7&462 .70140 .794.3 .7940 Y W .466 .HSA .7&44.7 .7&.90 ./41.3 .794/.x .maw .m'-759 .7&40 .7&46.6 .7 70,24951 .1429 .7940 +0.762 .70148.6 .7&.71.2 .7oN1A d 0 79ao7 .mm5 ./493 .m-773 .moo .79-72.5 .7&40 .7&463 Ha0.9 -us .1-09.9 wma72 .79- O Z W � 71.0 .7944 .147.6 .7&79.9 FPAW m QS2 LWT McLY E E;Lu Q N TABLE 16: WINDOW OMl9n PItN"Mr ONO b,Ywi/vM Al- M"HWGs 11w A-ft Tip n �I WFgOM With } HIL--JII uWrxr 25-1'5116' 27./4• 519 33171' ]Y sr WINDOW FRMS _ M00HT A6S6Y9LY N6OOII A' i OmW O-W OnA• Cm0 MMOmp AnlOw onnl7 M31w Gey j T WODTM UBE (471 M A6 AS M AN 5A.CAO A B CAD A 8 CAD 10-MAX BEE SHEETS 164 FOR WINDOW ANCHOR uNr7]' .7&40 .7940 .moo .7&40 +70id2.1 .7940 .7&40 -?N.7&57940 . .7&-00 -9.74.3 •7&40 IACATIONS AND QUANTITIES.BEE SHEET • T _ 3FOR ANYADDITgINL ANCHORS 21451.0' .7&40 +7940 ;79.9D .7&40 .7&40 .7&40 .7&466 .7&-00 0040 .7&41 .794D .7&40 I ANCHOR REQUIRED FOR THE FRAME ASSEMBLY J6'r .7940 +7&40 .7&.96 07&46 .7940 .70No .AND .7&40 .1940 079-00 .m4D .7&40 141.1E REyO T1BD. 40' m .040 .moo . om o . 00 .7940 -940 .7w4D .7940 .79.90 .7940 .moo .040 . 50" .79-00 .moo .moo .7&40 .7940 .7&90 .79x0 .7046 .ro4o .7&40 .7940 .moo m' +7940 .70'-00 .moo .moo .7946 .moo 1.71V46.S .7&466 .7&466 .7944.6 .7941.6 .m41.6 SEE SHEETS 1 S 4 FOR W4lDOW ANCHOR ' or .moo .mm .moo .7946 .7QW2 .7&472 .AN4 .041 .7944 .70-799 .ro-M9 +m-75.9 LOCATIOVSMID QUANTITIES.SEE SHEET . Yr .70W .7&46 .79463 .7941.5 •69-70 .70 .69ffi4 .W494 .4 .60'47.6 +Wa7.6 .Wa7.6 3 FOR ANY ADDITIONAL ANCHORS 75- .040 .moo .7&46.3 +79.797 .B9-072 +6947.7 •6940.2 .09451 .ma0.2 .60'-0].3 .10460 .694D.] RCQUIRED FOR THE FRAME AUEM13LY `•` !_'p I� M' .moo •moo .7941.3 +10140 HIN41.6 .W41.6 1 TUBE. 0.... NOTES' 1)SEE BMffT 4 FOR AODI&M 6AMF E CONFIAIMTIONS. 2)SEE BHEEf 4 FOR 9NL•BCR 11DOUIRENIX78. A.LYNN MILLER FE. PA.A 44 04 • ••• •• ••• • • • •• • • • • • • • • • • • • • • • • • • { FOR GLASS TYPES: TABLE 17: Dwi1w Pti1n 40.00 sIm1A wtmdA,AS Arc1v(1Mp9 6)7/8"LAMI.IG:(3/16'AN-1/4"AIR-3/18'AN-.OW SG-3/1('AN) MODUCT REVISED •-•F,rm,W00 m Fl i,* 8)7/8'LAMI.IG:(3116'T-1/4'AIR-3(16"AN-.090'SG-311V AN) Bmae&c a whtlwr w00e1 •� ~2r 26•LY1r 174'4- 9• 23-117 3r 3r •SDR SENTRYO AR YKURARAYARIC&INC. Aawpuow��- 2♦S R,1w 2r -M-19 .90.19 +9x•19 20.19 +Ya-19 Ka-19 •90119 nr misfir +Oa-19 +10.19 +90-19 +90.,9 21M9 +m-19 W m •v Saar +9W-19 ,90-t9 +90'19 +90-19 •90.19 H 130 HG'.19 4r 20.19 +9p-19 +-0-Lm +91-19 ••90-,9 -20.19 2-19 947 +00,-19 20-19 20,-19 20.19 +ea-19 +W-19 20•,9 m e01 +.-19 20-19 20.120 +001-/9 201-19 20.19 +10.19 WINDOW Or H01-19 •10'-19 20/-t9 20.19 •90,t9 .90-19 20.19 HEIGHT 77 +101-19 .90'-19 20.19 .10-19 -9M19 -`_ O 7Q +101-,9 +W-19 ./M-19 ;.w +10,-120.2 +90-110.7 -w-t0 A WMDOW W M• -OOM30 20'•19 20-19 2-19 I.40,-1114 WOTM N g Q SEE MEETS 114 roR (� WMDOW ANCHOR LOCATIONS AND QUANTITIES. 1Z TABLE 16: g Q DMIp1 PWSM(Dlnfx WMIa9 AU&dod to R VWtial F1w111 AnWft T991 JJ J m wnawwan = urKW 20• 211912 770'2 30• 3347 9 N• 2r a � A w Orwp A11Aw 0100 AW-M9-F Al G.,p AMO.01Mp M1eb Giup Ad.G..P 147 U' A B C D A B CID S A,CeD A B CID A B Clo 0 A,C&D A 8 C80 m Q u~ IFIo-i 22' •m-W •m-9 .ram ,70,40 +MAO .ra40 +7040 .Mm +7040 .MAO +7090 .7040 .70-90 •70140 •mm +m-90 .lam .ro.9B ,lam .Mm e� ? p NZ 251012 •ra-90 +M40 •mm 4M40 .MAO +7014 +M-m .lam .1&00 •M-90 •mm +ra40 .mm +mm +4040 +4040 .lam .ram +ram .4040 - g 0 rA Z 2802 •Mm •ro-71.1 -mm +70140 +M-al -M 90 •M9 •Mm +7040 +M40 +Mm +mm +M-90 .Mm •mm -M40 I +70141D +mm +MM90 -M-90 W -1-9.3 00.00 +4010 -114.9 +Mm +Mm .lam .4040 +M.90 .?&ATA +M-90 +mm Na40 +701.0 .20.90 +70/41) +40.90 +7040.9 •Mm WfS8 R161a• ,141.2 +1.64.9 +70,40 +mo .141.4 4M410 +M4D -70-00 .70.90 00/40 +Md'12 +M40 +ro-9G +lam -?(VGD .MM2 +7x40 .7040 +40412 •mm � (L 0,P .140.6 -146.1 •70184 .4040 Ns,A .M.8,.2 .70140 +M-759 +MAO +70496 .M-402 .7040 +701410,2 -M-706 .4040 .M-7S2 f +Mm .7am .M.71.2 +7Y40 0 ea• .166.7 .141.6 -rams .7x49.6 -1412 .70,-T7.2 .Mm .M-722 .7040 +7D!.&3 .146.9 .Mm -7W.763 .7(V-74.9 +mm +M-711 .70/40 .70/4116 .147.6 +M40 o `sy UU A d' Lu x QW ASSEMBLY TABLE 19'. TIRE T • h 0,Wpl P-ne(qn b VA,&m AfUMM b R FWrargtl Frwm A-My Tfb T WINDOW WIMwz WI01A T HEW y k W"23• 2&latr 2734' 30, 3411735' Sr FEGHT DOW �Y I $- Y Arcot Arc1w A000w N.1; ArclNr A d. A1rJ1w 01919 �OA1W TWE W9.00,V�• ANCA r ay �G 010130 G-W O,w9 OIw9 QR19 O-W wOTN ANCHOR A0 AN NI AN a A,C&D A B C&D A a CID 10, ' RBD u ow 2T• +ram +M40 +7p40 +4040 +701-021 +4040 .40.70.8 .7am +7am +M-713 .7am r AOgTKwA, SEE SHEETS,8 4 FOR WINDOWIES.SANCHOR LOCATIONS AND pIANiT71E3 SFE SHEET 25-1972 .ra40 .7!440 +ra40 +ra40 +ra40 .4040 +masa +ra40 +4040 +704/ +M40 +7am 3Fd1 ANY AODITONAL ANCL10R0 RJ,IF REO' REQUIRED FOR THE FRMS ASSEMBLY 23-92 ,ram •ra40 .ram .rom .ra40 .mm .4040 .7040 .7am +ro40 .20/49 .rom 40,- +ra40 ,4040 .ram .Mm .ra40 +rom .7040 +rom •70140 +ram •rom .70'40 wwOGwl _ TUBE. 5D9r .4040 +ram .ram +7am .M40 +ro40 +MMI +70140 -7M90 .4040 +rom .M40 "O"N P� 0,r .ram .ram .rom +M40 -M40 +M R, +M40 .4040 -7am .7am •roao .70'40 BEE SHEETS 1&4 FOR WINDOW ANCf1oR ...., er .ra40 +mm +ram .7am +7040 +mm .ra40 .7740 .7am •4040 +Taco +7040 LDCAnONS AND QUANTITIES.SEE SHEET 77 .ram +Mm +2140 +ram -Z. .4040 +M40 .4040 •7M4D .4040 +Tom* +ram 3FQR ANY AODRONFI ANCHORS REQUIRED FDR THE FRMS ASSEMBLY 7r +M40 .70140 +2040 +MAO +ram .7040 .M40 .M40 •71940 +71340 .MMI +rom TUBE. 0r .Mm ,70140 +4040 .4040 .M4w .rom NOTES; 11 SEE 2ttFET 4 FOR MCITOIAL SAW12 CO FBUM7ON0. A�LYNI A1LfA PE 011@7 4 FUR aNLBBER PEOUIRCKN,B. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TAKE 207 Irm D.O.a Diam ill n maim" ASSEMBLY DETAILS 1 7002 Mein F—H.ad,Sill 11 805743 Nun 2 7071 nthw Pla 8063.73 Alun. ALL DETNlS sHUPM FFIOM'I HE INTERIOR 3 7063 S..h Tp,111 a &Side R.II 8067.73 Al- 4 7003 Fr C«ner Key stw S 70MSuh Comer Ke w Sta 6 7018 F—G..k.t Valyl F- 7 70n SYh Co Guket V"Fmm 8 7070 BuIbW—mrllp.18rx27Sm F7.x PVC 70 10 1 7b24 MmmMultl-PaMtw1 t" SASH 11 1 7026 ILD&SWMMPIN St..I 12 7014 Mulu-Lo&K.e r stw ASREBUIREDPER CORNERS 13 7013 718 b«Wide Nylon TABLE 3,SHEET a 2 /, 14 7013 71.1w A—mbly S8 00 15 7028 WNW.Dyd OpwId.,WW-W stw d i to 7R7 Maxlm WN ArmO r.tor NW#4" stw b 17 7630 OpertwG.Sket Vinyl Fo.rn u 7051 O razor Bald Para etw 7 19 7051 r rBlock Nylon g 20 7032 Stud Bracket at d 21 7031 lommwTrad&slider Wal Atm 8tW 22 7073 EUe.1 HI Ha Manus.by Truth 6" 23 7050 EgMISBl a astable(HD),Mang.by TnM 9tw 5 A 24 Subber,An"o—A Clip BMW 1 32 1713 Setting Block W x 31W.1- 4' EPOM 33 1714 Setlingillock W x 711W x 1- 4' EPOM ! I 3S 7076 L.MikadB /OWTB Nun 86 36 7012 Land BeadC 608178 Nun 37 7059 arN Matl D W6178 Num 38 1 1224 lVinyl Bulb Fl.PVC 70 / t 39 1215 Vinyl Bulb in Ma PVC 70 f s0 Dm8S9SIl--9.dbeddhhg � 60 7006 Sween From. 3105-H14 Alum. INTERIOR V77010 Sween Owner Ke PnNP•Pd«• 62 s—ocath fmowwa e ! 5 63 1635 S—Spllm EM.PVC j 54 320 S—Sprins sWMuam 4 70 134 Ad"n Flanp W63-TO Nun I 71 Ica FnivwAmvTube /OB1TBA%— FRAME 80 IW32 K 2'Ph.Pm.Mad!.SaTYPE B sli stem si 1157 48x 11rPh.Ph.SPA stawas stem CORNERS PRODUTRLVISEU 82 ax 51r FI.Ph.SMS sainleM stem (mlJ m caedy"•' du Fkri& "J/ Buldil Cob 83 88 It 7/r FI.Ph.SMS stain..Stem A��N.16pt:7A.21 84 88x1'Fi.Ph 7EK SWnlese Stem Asi.ee er Dae: ..„fk„e Exprrim0.H 7f9 as 18x r Quad Ph SNIS StainlMe Stem By bf K 48X1• KLad PnSMS 8ta5dse 8tw .. A>waM Oy oar.: a..,.;on A: 87 41Ux Ph►n.TEK Stalllaa Stem 89 a1O24x IC Ph Pn. IF stow”.alw p 1 I 90 t12 x 1'Ph.Pa.lEK Statdw SM �i'!!D 1` �J o •"q` 6 BOMANDCORNER VIEW, J ROSOWSKI i 1070 7ECrNOLOGY MA 54. Cob: H.WhICE,2 34275 CASEMENT WINDOW DETAILS-LM&SM 08/08/12 L 0.ROX 1579 ' . "OM'!* FL 2 /2]x rk./Modfl Srak: wl: p.vrvg No. R.r ALYraMUF/tP.E cm,nF ur i 379796 CA-740 NTS I 10 OF 11 MD-CA740-LM B O I •• ••• • • • • • •• • •• • • • • ••• •• •• ••• • • • •• • •• •• • • • • ••• •• 1 • • • ••• • • • :.o.: • • •• •• L • '• ••• • • t N i —�1.121• NO �— NOM. .131• 291 e` � .129 � I SILICONE STRUCTURAL NOM. BUTYL = 1'9• -...�:'� NOM, 4.101• 3&I:ONE _ .062• STRUCTURAL 111'NAI. FOAM 3116•NOM. 1.169' POLYISOBUTYLEN WITH 2.781• 2.1W WITH DESICCANT� DESICCANT Aar ER.GLASS ) EXT,GLASS— FRAME HEAD, SASH TOP, FRAME 10 SILL&JAMB (D BOTTOM 6 SIDE �71 ASSEMBLYTUBE X #7002,8083-T8 #7003,6083T6 #7004,6083T6 INT.GLASS INT-GLASS +{7,306' 11 2107 m)KODISPACE n SUPER 1 1 �i 4SG TPS SPACER®NXT 1M oar �.y' ~i 0x1 i FDCED i 0• ANCHOR PLATE SCREEN FRAME ADDON FLANGE ALUMINUM 2 #7071,6063-r6 60 07005,6053-T8 70 #134,5063-T6 I REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE —5/16•NOM. I BUTYL Y7C NOM' SEAL SILICONE SEALN6' .647—+I IIS DESICCANT ROLL-FORMED w'- .OStl FOAMSTANLESS STEEL EXT.GLASS 1 r .e6S I y .Be9 / ExT.GLASS 466 LL T b l INT.GLASS �_INT.GLASS C35/\) BEAD B BEAD #7036,6063-T6 #7042 806&T6 DURASEALY XL EDGE oz SPACER OSPACER Part a Description Material 100 Komffwdng 4SG TPS Spacer System 37 BEAD D v4olwcrteevLSSD 101 Cuerwx Super Spacer nM with Hot Malt Btdyl See this 07058.608}T8, „w„py;,s,.;•te,F 102 Ouanex Duraseal Spacer Shoat br Materials N.16•oG2 .21 103 CanllnelM.Edge Spacer rvi110By: D°`° I"irwEDnussNEET RE L-07 .. Ir P JR 05/05/18 WnH SPACERS. Mimi >,od.A Z� a Ikxriplbn Y EXTRUSIONS&SPACERS J ROSOWSKI 1070 IECHNOLOGY DRNE (qlr. N.VENICE,IL e127s CASEMENT WINDOW DETAILS-LM&SM 08/08/12 P.O.BOX 1°29 .. Nf:K%15,FL 31271 Serils/soWl: Yak: M.f: Dvnrp Nb. R�r. A LYNN Mg1ER,P.E CERT.01 PUTR./29296 CA-740 NTS 11 OF 11 MD-CA740-LM B P.- •• ••• • • • • • a**• •• ••• •• • • • •• • or • • • • • • • • • • • • • • h •:• : • • • • • -1 �MIAMI•DADE MIAMI-DADE COUNTY MAWAUM PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 DE?ARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33I75-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590� F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamicWe.gov/economy PGT Industries,Inc. 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"FD-101"Aluminum French Doors w/wo Sidelites—L.M.I. APPROVAL DOCUMENT: Drawing No. 11005-1 Rev F,titled"Alum. French Door& Sidelites, Impact",sheets 1 through 10 of 10, dated 04/04/2012 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami--Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. Use of Table 1,require full length reinforcements(item#22)for OX,XO,XXO,OXX, OXO and OXXO. The lower design pressure from X,XX door or O(sidelite)shall control. 2. All laminated glazing options(glass types,A,B,C,D&E)must have 3/16"HS glass at interior side. 3. '/4"Elco Ultracon(former Tapcon)to be 4"OC into Conc.and 6"into CMU Oambs). 4. 1x or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ. 5. Applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the ' expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. .. ... . . . . . .. INSPECTION: A copy of this entire NOA shall be provided to theuser b.1 t1V Cnk&aot&er er its distributors and shall be available for inspection at the job site at the request of the$uilditW,*.Otf eialr• : : ••• This NOA revises NOA#15-0528.24 and consists of this page 1 and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P,E. ; .. • • NOA No.16-0629.17— MlAMMADE COUNTY ••• Expir atiq n Date: October 18,2017 •Apgrova3 Date: July 21,2016 t ••• Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#listed below) 2. Drawing No. 11005-1 Rev F,titled"Alum.French Door&Sidelites,Impact", sheets 1 through 10 of 10,dated 04/04/2012 and last revised on 06/08/16,prepared by PGT Industries, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal &Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed& sealed by Idahnis Ortega, P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked—up drawings and installation diagram of fixed sidelite (0)w/insulated laminated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL- 6864, dated 04/02/12,signed and sealed by Marlin D. Brinson,P. E. (Submitted under files#12- 0516.02/#11-1013.22) 3. Test report on 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked—up drawings and installation diagram of Aluminum outswing doors w/sidelites,prepared by Fenestration Testing Laboratory,Inc., Test Reports No FTL-5212,dated 05/05/2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under files# 12-516.02/#11- 1013.22) C. CALCULATIONS (Submitted under file#15-0528.24) 1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC- 214 (5' Edition),prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies W ASTME-1300-02, 04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and EconQrt 6c?tes4utcae•�REso .••� .. . . . . ... •. ..• ..: •.: •.• : : .. • Uh$til.Chanda,P.E. • ProAwt toatrol Examiner :.• 4• •• ••• •NO).No.16-0629.17 Expiration Date: October 18,2017 ••• • .A,ppropl Date: July 21,2016 E-1 . • ... . . . . . . . . . . . . . ... . . . ... . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I. DuPont DeNemours & Co., Inc.)for"Kuraray Butacite PVB Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA)former Solutia Inc. for their"Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS(Submitted under file#15-0528.24) 1. Statement letter of conformance to FBC 2014(5'edition) and letter of no financial interest, prepared by PGT, dated 05/22/15,signed and sealed by Lynn Miller,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#15-0528.24,expiring 10/18/17. 2. Test proposal# 16-0152 dated 03/09/16 approved by RER 3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D. Gascon, P.E. 4 . .. . . . . ... • .. ... .. . . . . .. • hjq j.Chands,P.E. ' Produ t f*trot Examiner •• ••NOA No. 16-0629.17 Expiration Date: October 18,2017 •• Ap rojal Dote: July 21,2016 E-2 • . . . . . . . . . . 0% . . . . TANWDS USED: NOTES:OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S), ;ASTM E1�46uILDING CWtIHSI LDiH EDITION •ANSUAFLPA NDS-7112 FOR WORD CONETRUCTIOY PROKIcruYim I.GLAZING OPTIONS: •ALUMINUM DESIGN MAN:IAL,ADM-2010 NMY A.3/8'LAMI NOM.(A02')CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT SUTACITE OR AISFS106071$2-2010 •RM.yrS.x.7,�� SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. •1�•IO•rM ,2R17 B.318'LAMI NOM.(.4027 CONSISTING OF(1)LITE OF 11W HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PLUS 1)LITE OF 3/16'HEAT STRENGTHENED GLASS. C.7/10 LAMI NOM.(.4857 CONSISTING OF(1)LITE OF 3118'ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. D.7116"LAMI NOW(.4857 CONSISTING OF(1)LITE OF 3118'FEAT STRENGTHENED GLASS PLUS AN.090 FNB INTERLAYER OF DUPONT BUTACRE OR SAFLEX KEEPSAFE N LL MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. Y E.13/16'LAMI IG NOM.(M(r)CONSISTING OF(1)LITE OF 3/15'TEMPERED GLASS,114'AIRSPACE,(1)LITE OF 1/8'HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP H.. 0 Q INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116'HEAT STRENGTHENED GLASS. 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET. + so A.NEGATNC DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300, GENERAL NOTES........... B.POSIT VE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS..........1 0.' - p� 3.CONFIGURATIONS:X,O,XX,X_O,OX_,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS...........'1 -3 W Q S DESIGN PRESSURES......2 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN TNF DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL � J SCREWS, �r- THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS....................3 tt REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS............4 6 J W 5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS...........5 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST......................e H y LL 7.REFERENCES: EXTRUSIONS"-...............0,7 0 a0 O TEST REPORTS FTL4964,5212 8 6854;ELCO ULTRACON NOWS:;ANSUAFBPA NOS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE....................8-10 8 DESIGN MANUAL IS O 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY Z HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS p 9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN. ANNEALED U a A THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS."HEAT-STRENGTHENED Z B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION EE,SHIM S),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED m p W TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REWIRE REM 22 REINFORCEMENT. Q LL G 93 93 91 Ic§ w j LL 30 30 30 z �. C0-83 � 73 ill"GLASS SITE 73 1/T GLASS BITE 74 1/2'GLASS BITES^� _1 EXTERIOR -\ EM RIOii EXTERIOR `] 94J a 94 94 a 118'AN.OR i 3/16'AN.OR 1/4"AIRSPACE _3/18"HS. HS.GLASS I 3118'HS. HS.GLASS 3118'HS. GLASS .OBO PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS 3/15'TP.GLASS- 00;(�-YNN A.il (DUPONT BUTACITE OR (DUPONT BUTACITE OR �O' "•�'� SAFLEXMEEPSAFE SAFLEXMEEPSAFE .090 PVB INTERLAYER 118"HS.GLASS MAXIMUM) MAXIMUM) (DUPONi BUTACRE) 31W NOM. _ 7/16'NOM. - 1311 W NOM. No.58705 GLASS STACK GLASS STACK GLASS ' STACK Luz "A s�AT_'OF f•)w, 3/8"LAMI NOM. 7/16"LAMI NOM. 13116"LAMI IG NOM. GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D.NOTE 1 GLAZING OPTION E,NOTE 1 ?,S%On;A� - ___ _ !IAMB MlLPb. � P.EA 11)705 •• ••• • • • • • •• • •• • • • • ••• •• •• ••• •• • • • •• • ••• •• ••• • • ••• • • • • ••• • • • •• •• • • • •• •• TABLE 1.DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: APPROVED CONFIGURATIONS:XXX,O,OXXO,OXO,XXO,OXX 8 OXXO ►xEloucrRevree• r^4b4twM 8R No,W. (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) t.GLASS t vPES: REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A 318•LAMI(11W A_090 PVB,3/16•HS) B.318•LAMI(1B•HS,.090 PVB,3/16•HS) DOORS WITH GLASS TYPES A.B,C,D OR E C.7t16"LAMI(3116•k.090 PVB,316•HS) �g HEIGHT D.7118'LAMI(3116•HS,.090 PVB,318"HS) 4ie 'a X WIDTH XX °WIDTH -79 314 70-83 3/4"1 67 3/4' 1 91314- 6°-85j 3,(4" E.13/1V LAMI IG(3/18'TP,1/4'AIRSPACE,1/8'HS,000 PVS,3/16•HS) 30 37 1WI 6° 713/4- -75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.0 +75.0 -75.012.COMBINED DOOR 8 SIDE LITE WIDTHS FOR TABLE 1 OR 2. Q N LL O WIDTH SINGLE SIDE LRES WITH GLASS TYPE A MAX OXO WIDTWIDH - =73 1/2" u) F MAX.OXO WIDTH�700 V'2' 27 314" 75,01-75.0 +75.0 -T5.01+75.01-75.0 +75.0 -75.0 +75.0 -75.0 MAX.XXOroXx WIDTH=107 3W h a MAX OXXO WIDTH-143314• kof 361/8' +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 37.8 +64.2 -84.2 3.SINGLE DOORS 33 5/8'WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/6- y S 36 314" +75.0 -75.0 +74.9 -74.9 I+70.4 I-70.4 +86.6 36.6 +63.1 $3.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE W O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,FOR E FBC.NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. J ' 36 314' +75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMFDADE COUNTY. WO O TABLE 2.DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY S.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: a LL APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,0)0(&OXXO EX A FROM TABLE 1. y 0: (THE LOWER DP FOR THE DOOR OR SIDE LRE PREVAILS.) OXO WITH GLASS TYPE A LU 1:8 co)g C REINFORCEMENT 13 NOT REQUIRED AT DOOR 6 SIDE LITE0'WIDE x 90'HIGH SINGLE DOOR WITH 29'SIDE LITES E CONNECTION Z GLASS TYPES B C,D OR E DESIGN PRESSURE=+67.6/.67.6 PSF L tttt u wi HEIGHT EX.B FROM TABLE 1. OXXO WITH GLASS TYPE A d W X WIDTH XX WIDTH 6°-79 314" 7°-83 314" 87 3/4" 91 3/4" 6°-953/4" 68'WIDE x 8S HIGH DOUBLE DOOR WITH 361!2'SIDE LITES Z y 20 25 12" 40 47 3/4" +58.6 -58.6 +65.4 -65.4 +52.4 -52.4 +40,8 -48,8 +47.4 47.4 1 DESIGN PRESSURE=+70.41-70.S PSF y g s.2 j rl 27 12" 5134" +54.9 -54.9 +51.8 -51.8 +49.01-49.0 +46.5146.5 +44.3 -44.3 EX.C FROM TABLE 2. 8 8 Lu Ly ri OXO WITH GLASS I YPE C 12912" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 46.1 +43.8 43.8 +41.6 41.6 30•WIDE x 87 3/4"HIGH SINGLE DOOR WITH 28'SIDE LITES 2° 31 12" 5° 59 3/4" +49.0 49.0 +46.2 -462 +43.6 43.6 +41.4 41.4 +39.3 -39.3 DESIGN PRESSURE=+43.6/43.6 PSF X R R Ze 3312" 54 633/4- +43.1 43.1 +43.1 43.1 +41.5 41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. R X OXXO WITH GLASS TYPE C E' '35 12" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 314'WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES $ 30 37 12" 60 71314" +34.0 34 -34.0 +34.0 .0 +34.0 -34.0 +34.0 .34.0 +34.0 -34.0 DESIGN PRESSURE_+43.1/43.1 PSF $ e O WIDTH GLASS TYPES A B,C,D OR E e.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH e REWIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 3/4' +75.0 -75.0 +75.0 -75.0 +7501-75.0 +75.01-75.01+75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 12 3/4" +75.0 -75.0 +75.0 -75.0 +75,0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL' SINGLE 19' +72.4 -72.4 +68.5 38.5 +65,0 -65.0 +61.9 -61.9 +59.0 -59.0 SIOE LITE 213/4" +64.5 -64.5 +61.0 31.0 +57.8 -57.8 +55.0 -65.0 +52.4 -52.4 f 27 34' +52.9 -52.9 +49.9 49.9 +47.2 47.2 +44.7 -44.7 +42.6 42.6 361/8" +35.2 35.2 +35.2 -352 +35.2 -35.2 +35.2 -35.2 +34.4 -MA 36 314" a34.0 -34.0 +34.0 -34.01+34.0.34.0 +34.0 -34.0 +34.0 -34.0 A Ly"WLER,P.G. P Ed 65705 • • • • • • • • •• ••• •• • • • •• • ••• •• ••• • • •• • • • • • •• • • • • • • • • • • •• • • • • • • • • I 0.0 • • • • • • • • • • 1 l ( 1 1 1 t r 731/2'MAX. 1091!2"MAIC. 143 EE MAX 36 3M' 38 SII" 30 314' 38 X X.38 P•••{N:r aevtsep —+f�-SEE NOTE 3-�}+— � — --SEE NOTE3---�— —'- wa.& WM �4 49 49 41 , ....I 49 _ N LL L\E '618 E� JE Ej E E� JE Ei E �E JX J X O O X (NAC p o LL _ a8 10 i SEE NOTE 4 OX OR XO SEE NOTE 4 OXO SEE NOTE 4 SEE NOTE 4 �XX!0741) SEE NOTE 4 C 8� 36314* Q 11 3M'AIAX. MAX = 37112' 24 WI6"MAX 3118'=, N V t �AM�Ax. A__' DLO(T1'P) B DLO( G 0 W 95 314* 49 MAX 49 C4�J G TYP. 95 314• lu'j MAX 1 MAX 3W., � \ DLO t � ie mPa DOOR 40' OLO HEIGHT =HEIGHT-113f8' (T1,P) DLO WIDTH 7C =DOOR WIDTH-12 15116' o i e_ JD CZ iC F f F OLD WIDTH')OC'•DOOR WIDTH/2-11 SN 6' �Y C AC. �Y IMC 1 0 SIDE UTE DLO HEIGHT-HEIGHT-113(8" A XlA— XX DLOWIDTH =WIDTH-3118' " L � 41 —0 NOTES: 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. (,( 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS!AND 5. 3.SIDE LITES OVERLAP 7C AND 70C DOORS BY 314'WHEN ASSEMBLED TO MAKE%0','OX','OXO"XXO','OXX'AND'OXXO'CONFIGURATIONS. T 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). t ' S.CLEAR OPENING FOR X AND'XX'DOORS AS FOLLOWS:CX DOORS-WIDTH-5.848) (XX'DOOR=DOOR W IDTM 4.079) A.IVNV MLLiR PL. PEiE4Yl5 • •• • • • • ••• •• • ••• •• ••• • • • • • • • • • • • • 1 ` 1 ••• • • • • ••• • • i 3� +aooucr•nsn (40 EXTERIOR INTERIOR `V �1' / (10 1 02 60 �Y[ LL 37 (Q AT HEADUAMB S Q 60 ( AT SLUMSOOH �h CLEAR-COLORED € p EXTERIOR INTERIOR SEALANT �. & LU 8 --062 2 LU q O r ® `6 3 .6 1 o z MAX. MAX. MAX. SIDE . U - Z 6� DLO DOOR DLO LITE z HEIGHT HEIGHT U p ® LL>11 � i x SL VIEW G-G /;0 C6 CORNER ASSEMBLY X12 `. O�'�-_......_.... 4.�lg 16 .', C13 DOOR SECT.A-A SL SECT.B-B VERTICAL VERTICAL -- A:IVNM 58ro P.E P.EJ SBTJ6 •• • • • • • • • • • ( 4 49 rcoouc r Ri.VMW -.-- " yam MAx>vcwIDTH— L11.6 LL �.MAX.� ')()(' ECT.C-C ( DLO 31 — (35>I� 34:) ( HORIZ. ��5 �J LU fgg DLO S LU .-. MAX.7('WIDTH 20 0 ON LL Z M O I $ Z INTERIOR U . uj 0 LL o \� -DLo'� 'X'SECT.D-D i a I� 21 (5) XTERIO HORIZ. ER / SPACING SAME AS 67 JAMB ANCHOR SPACING MAX SL WIDTH--�{ (SEE SHEETS T.8 AND 9) MAX.SL WIDTH A z een� ---062d a S� C66) �DLO- SEE TABLES 1 AND 2 AND �J _ \22 NOTES ON SHEETS 1&2 (66 X62) SL SECT.E-E 62 FOR APPLICABILITY SL SECT.F-F HORIZ.(DOOR W/SIDE LITE) HORIZ.(SINGLE SIDE LITE) ...... A LYNN TALLER.PE. P.E.R087]S •• ••• • • • • • •• • •• • • • • ••• •• • • • • • • • • • • • •• •• • • • •• •• DW01 POTf 11ORQOPTION ' 1 9W ,1 FRALIEIEAD' 2 100 I PR06HIC r REvlsev fA70N sus WEA .ta x.00HIGH 61MeeR-Ln ft Fkw { 99 7906)( RAAH30LT STFAMPLATE MYlafweA 5 on 79M 2 .LOCIC BTReQPIATE [ i1r,11 •I'/ - ah- FRAME HEAD STRIKEPIATE AALC u SILICONE HOT-MELT elan 7e32x,2FP1P X .t. ; PATCH STRUCTURAL 9 9W 70006 T EN &FRAMEN THRESHOLD& JMI81 E AAMS) STRUCTURAL SM.ICo E VIW NOW PCLY160BUMEN 1/1'NOM. 10 QSA„ , all 1 a WrTH DESICCANT DESICCANT 19 WB 1M W&TB,.WRf)FCWW1FK-L TdL 1 13 I=” 11,1100414 OLITSWINGTIMS CHANNEL COVE EXT.GLASS EXT.GLASS Y N 11ITIIWTA--nt to ALS R.a� 61NJE LL ,1C,1oNjto 111mN AL BPA .1b nECRDN20 21 ..O{AN.190 x.37811Gr1 INT.GLASS INT.GLASS O 237e01 xt. PH ATMx �*covERGIPKODISPACE SUPER fA!H 25 /tN PLATEME 4SG TPS SPACERSNXTTNIM7101MPFA276 eine pIRP.1 %. /aH J 30 ovo wo 1000R,PAAEL,TOP a W O 31 1E 9911 PANEL.Q : q 32 n7 7FRMO IHWA EXIRUSIDN LL 33 11 n x.am M.FL.eMs ALUMINUM � 6id O 91U @WWn"s CLAMP 351130 SIRODA e164a A ftEMFORCENEM POLYISO. DESICCANT FILL AREA 38 am A LI618 le:%NUr BllTYLENE-- Aul 518 NOM. SI16-NOM.30 SEAL 3F x. PN FL N 8llrYLa �SILICDNE SEAL 8 W? 9ASNET EN ANEL�EAD'aLLa L a STAINLESS EL LF Z b 1027 W9 ..1 FeaP.Al OE61� STAINLESS STEEL ; 97S 117}7 a 1115 AW PN FL a BOO EXT.GLASS O N W 1212 W30GG PLUG E .EXT.GLASS it 44a9W ANE iMOLLt ) J LL O IS SOSI PANEL 45 1713 u 2 W B02mN ept O n 9 AK wWN071/ — .GLSINT GLASS 1139 717AF sk9 ft—PA : A88v. 0 u 912 i- dLL DURASEAL® XL EDGE"" F LL a 51 No 41792 21 721 aT� u y SPACER OSPACER n 57 Ilia 71WWFA $1 X. N 9MS 66 90 7m7x HANDLE STAKE PLATEd 35 "i WCAPFA nO X.750 PH FL BIBB d3^9� °0 wo X00 ° Parti Description Material •- OLL 6z 60 eeml, enEUTE AND SD KoffvnedrQ 4SG TPS Spacer System-W 1.55 nIPQA a � x,.m9QUAD See this 66 Bell 7901 HEADCASKETS 81 Duarox Super Spacer nXr wllh Hot Me@ Butyl Sheol g`it as we 7°°° oris °d0 82 Cluerox Duraa•W Spawr as 111 scE .M R Matedals 07 1. XIMSHEETMETAL3CREW 83 Cardinal)L Edge Spacer axI•WMIA 71 I s 11f 1 tWPBA 7 70 . ]BEADma ow —SSAD, 9Q tee 66965 .. m 1231 ,THIO( ED N E 6 A 66 96300.E N - t� 95 T0A a,LS'LA -tro'A,.90PVe,Y1 - /� LI'LAW•111 ,.A 8111 GLASS.TMVVIT LAM"S r HS,.PV8,.YIw M Y Gu99 /1 •Yttl'HB. .Yta'HS 102,10 A 111 ACETAL SPACER. E INJE ITEMS 9,7.19.28,22.5M9.68.69,74-7R S"l 6 W101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL . SHELF 1-- A.LYNN MELER PE. RE.e send •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• I • ••• •• ••• • • • • • • • • • • • • • •• • • • Be • • • • ••• • • • • • ••• a • • • ••• • • • • • • • • • • • • 000 111 000 0 • •• •• • • • •• •• r { 1.750 1.750- 1.750 1.7504 F r,.480-� � �M - Z .� .250- 1 L r--- 14.726 WEE 3.000 ATHER 4.726 4.726 ( 37 STRIPCHANNEL 1.62 4.828 4.100 4.100 .082__ _ 4.675 .082 i .050 6053-TS �_ k U- 4.000 .2 i 4.675 70.375 U E j 4.100 O g Q f L 4mo p� AMB FRAME. 2.1125 _ .125 6 o F po 6063-T8 -� DOOR PANEL DOOR PANEL - -1- LU O ',jC-� Q TOP 8 BOTTOM RAIL l/'39 SIDE RAIL DOOR PANEL DOOR PANEL O 6063-TS `J 6083-T5 O INTERIOR ASTRAGAL 4� 6063-TSRI R ASTRAGAL 32 HINGE N 1y -1.578 B083•T5 06 O Imo-,.500+•{ 0: t� 3.655 9.17 .1251 __j j� .558 I►._-05 yg fn .660 750 683 .050 .683 .060 = p Z 1.400 050 _,.I� r 7- A- f--I. -.,72 N Z Itom- TRUSS CLAMP 318"GLAZING BEAD I 7/18"GLAZING BEAD 3000. .883 O LU 1 Q FILLER6003-THEAD ADAPTER 44 6083-T5 73 6083-T5 72 6063T5771 j IL o Ix �-�--3.100 1.092 O 6 _ /74 IG GLAZING BEAD _ 4 T- I9 -r �s,�l SL JAMB 11J 8083-T5 III JII 808376 1.272 t.a79 I � x oso5459. �o rl 360 S .075 5.212 FRAME HEAD QQ FRAME 6.085 .075 _r OUTSWING THRESHOLD6063-T 4586 CHANNELCOVER I I 6063-T6 . �- 2.980 r-2.750-� - 1.489 .760 K.�-o�7 ; L T .�0 1�.OW -� 3.000 _ i F►--3.100 -1 I �c - OUTSWING THRESHOLD _SL HEADER SL JAMB 126 I a .- 606.9-T8 808378 6� SL SILL3-T6 66 ADAPTER �1n1 TUBE MULL 606378 \ 6068-T5 ti LAN yuEa P.E. P.E.M 58705 •• ••• • • • • • •• • •• • • • • ••• • • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • { s I ZONHEAD C'-1 -ZONE"O• HEAD HEAD NEAR HEAD ZONE'D"� ZONE"E'--1 ZONE"D•-t20NE•E•1 /RO•UCf REVBi88 [.Marr e�o� x a MINIMUM JAMB ANCHOR el �-- LOCATION. z / X z z XX zp z O z z XO OR OX z -=ADDITIONAL JAMB Y N y N N N q N N N N ANCHOR LOCATION,. H LL m m m m m m m m EQUALLY SPACEDAS U REWIRED PER TABLES 3-7 ON SHEET 9. S O Y 8 W 1O ~ � LLU SILLI� ZOND ZONED" � ~ SILL �ZONEW20NE'CZONE ZONEDz LL SEE TABLE 3.,SHT.9 SEE TABLE 4.:SHT.9, SEE TABLE 5.,SHT.9 SEE TABLE 8..SHT.9 O oC {.O HEAD HEAD HEAD 'HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ K I O [�ZONE ZONE ZONE ZONE ZONE "E" ZONE'F"� "E" rZONE'D"ZONE•F'� "E" 1 ZONE-r'--7- "F"� "E" ANCHORAGE SOLUTION �+�+ o co .. FOR A CONCRETE w = OXXO INSTALLATION LU A.19•x 83 314"SIDE LITES"B"AND0 ILL � 'E'ZONE ANCHORS FROM ww w w w TABLE 7,SHEET 9. N OXO N N070 X OXXO N PLUS; F m B.71 9'4'x83 3/4'XX DOOR ZONE 'F•ANCHORS FROM TABLE 4, C. i5i SHEET 9,EACH"F"ZONE XX \ ^� SEE ENGRCLED VALUES,SHEET 9 SOLUTION: SILLISILL _ ISILLI TOTALS(4)TYPE 1 OR 2 ANCHORS g i 'F ZONE-}—ZONE'F•�ZOHE� ZONE'0 ZONE 14 SIL FZO. ZONE•P�ZONE•Fst SILL '�ZONE� �E10R2ANCHORS AT HEAD SEE TABLE 7.,SHIT.8 SEE TABLE 7.,SHT.9 "E" E. SEE TABLE 7,SHT.8 "E• AND AT SILL. ' EXAMPLE OF ANCHORAGE FOR A 713/4".83 314"7-W DOOR ANCHOR LOCATION FOR - WITH 17 x 83 314'SIDE LITES(SEC SOLUTION AT RIGH!)_ EXAMPLE ABOVE NOTES: 1,APPROVED ANCHOR TYPES ARE: 1.114"ELCO TAPCONS 2 114•ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.M12 SCREWS All 2ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,8•MIN.O.C.FOR CMU):SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. JAMBS(ALL):13114"MAX.FROM CORNERS AND 2318"MAX.O.C. HEAD&SILL OF DOORS:W MAX.FROM CORNERS,W MAX.FROM ASTRAGAL CENTERS AND 20 718"MAX.O.C. HEAD&SILL OF SIDE LITES:B"MAX.FROM CORNERS AND 24 314"MAX.O.C. 3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. k[VWN Mua,v.e REB"M •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 I " I ' t > t ( 1 t I 1 R TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 6.0 SIDE LITE TABLE S.XO&OX TABLE 7.OXO.XXO,OXX APPROVED ANCHOR TYPES: (ALSO X D�011 O�&OX b XX 1.1l4"ELCO TAPCONS L1x1► GLASS TYPES A.8,C,D E DIM TYPES A, GLASS TYPES A.B.C.D E GLASS TYPE A B,G D,E GLASS TYPES A.B.C,D.E - 6rNpt6M� ANCHOR TYPE ANCRORTYPEANOgR TYPE ANCHOR TIP ANCHOR TYPE a SU0.STRATE Y,],WOOD 1,2 GONG a SlIBS11iAlE3 a SUBSTRATE 2.A t,2 COLO a sLASTRA 2,3,WOOD 1R CONC a SUBSTRATE 2A WOOD t,2 CONC 2.1/MASONRY ANCHORS-FLEX DOOR WIDTHS LOA020NES DOOR YOOTHS LOAD ZONES WIDTHS LOAD7DNES DOOR LCND2ONES DOOR WIDTHS LOAD2DNES w 3.912 SCREWS(G5) •x-2S g 70C•47.7 -0'-10.71 x-25. x-Y3. TO 37. TO 7111.7 _ TO 30.75 TO 37.SC TO 87.50 L V j W W w P w P iu 4ENCIRCLED Y' QUANTITIES ES N TABLES4 _ N IL TO 71.7 Y1 AND 7 PERTAIN TO GE N EXAMPLE ANCHORAGE � � U A vi,( F 1 LITE IS Qj 3 3 > �, S SOLUTION ON SHEET 8. _O - co Q NAQM1I x rT, x s[ x x,c; WIDTH NT. a r M, < W WIOTH x HT. O O O O W01M x HT. O O x O r H 5097711 x UIE M. O O w O O O J 25.50 x 70.7 5 2 rt7 4 2 3 47.75 x 79.75 4 3 1 6 4 2 3 10.75 x 70.76 4 1 4 1 10.76 x 79.7 4 2 4 2 1075 z 79.7 4 2 4 2 m 63.7 5 2 7 4 2 J 83.7 5 4 1 7 4 2 3 63.7 4 1 4 1 83,7 4 2 4 2 83.7 4 2 4 2 R r W 48 _ 87.7 S 2 7 4 2 J 87.7 5 4 1 7 4 2 J 87.7 4 1 ! 1 87.7 4 2 4 2 87.73 4 2 4 2 Q�Q LL J � 97.7 5 2 7 1 2 9 91.7 6 4 7 1 2 7 91.7 4 1 ♦ 1 91.7 A 2 4 2 91.75 4 2 4 2 5 O W 95.7 6 2 7 1 2 3 96.7 5 4 7 1 2 3 95.75 4 1 / 1 95.7 1 2 4 2 y 95.75 4 2 8 4 2 N p o 27.SD x 79.7 5 2 7 4 2 3 51.75 x 79.7 5 4 7 4 2 3 12.75 x 79.7 4 2 4 2 1275 x 79.7 4 2 1 2 s 12.75 x 79.15 { 2 87y ! 2 (q IL 83.7 5 2 7 1 2 3 83.7 S 4 7 1 2 3 83.7 4 2 4 2 83.7 4 2 4 2 j 83.75 4 2 ffi 1 2 0 /8 g 0 87,7 6 7 7 1 2 3 87.7 6 4 7 1 2 3 97.7 ! Z ♦ 2 87.7 4 2 1 2 87.75 4 2 < 1 2 W 91.7 8 2 7 4 2 5 81.7 6 4 7 4 2 3 91.75 4 2 4 2 91.7 4 2 F 4 2 9175 4 2 4 2 Y1L� 0 N 85.7 0 2 7 4 2 5 95.7 0 4 7 4 3 5 95.75 4 2 4 2 03.7 4 2 4 2 96.7 4 2 x 1 2 is p 28.50x79.7 5 2 8 4 2 5 65.75 x79.7 3 4 7 4 2 J tD.00 x 78. 1 2 4 2 19.00 x 79.7 4 3 4 2 LL 19.00 x 19.75 1 3 1 '83.7 5 2 8 4 2 .3 0.1.7 6 4 7 4 2 3 57.75 4 2 4 2 83.7 4 3 4 2 83.73 4 J Y7 4 2 N, p Z 87.7 6 2 8 4 2 5 97.7 5 4 7 4 2 3 87. 4 2 4 2 87.7 4 9 4 2 87.73 1 3 = 4 2 = Or LU _ 91.7 6 2 0 2 5 91.7 0 1 7 4 3 5 91. 1 2 4 2 91.7 4 9 s 4 2 91.75 1 3 4 2 O LL yyyy O 96.7 6 2 8 4 2 5 95.7 6 4 8 4 3 5 95. 4 2 4 2 95.7 4 3 1 2 95.75 4 3 4 2 x _ d 31.50 x 79.7 6 2 8 4 2 3 60.75 z 79.7 5 5 8 ! 5 21.75 x 79. 4 2 4 2 21.75 x 79.7 4 3 1 2 21.75 x 79.75 1 3 uuuuuu111111m 4 2 5 E LL 83.7 6 2 8 4 2 6 83. 5 5 8 4 -.2L 3 83. 4 2 4 2 83.7 4 3 ♦ 2 Y 83.i 1 3 $ 4 2 87.7 8 2 8 4 2 3 67. 6 0 8 4 3 5 87. ! 2 4 2 87.7 ♦ 3 I Z 87.7 4 3 1 4 2 91.7 6 2 6 4 2 3 91.7 6 3 6 4 3 5 91. 3 2 -±-H2 91.7 6 3 4 2 91.7 5 3 50 4 2 p ^g 95.7 7 2 10 4 2 5 S5.7 6 5 6 4 7 5 95. S 2 4 85.7 5 J 4 2 95.7 S 3 "4 4 2 "4 33.50 x 79.7 8 7 8 4 3 3 83.75x79.7 5 5 8 1 2 3 27.75 x79.75 5 2 4 2 27.75x79.7 5 3 { 2 27.73 x 78.7 5 3 m 77 aTi 83.7 9 3 8 ! 3 5 83.7 8 5 8 / 3 5 83.75 5 2 ♦ 2 83.75.1.1 m 4 2 m' 83.7 6 J H 4 2 ddd x 97.7 B J 8 4 3 S 8I.7 6 5 0 { 9 S 87.75 S 2 4 2 97.7 5 3 4 2 67.7 6 3 4 2 � 91.7 7 3 f0 4 1 S 91.7 8 5 8 4 7 S 91.75 8 2 4 2 91.7 8 3 4 3 91.7 6 3 4 9 �^ 95.7 7 3 10 4 3 S 95.7 7 6 10 4 3 5 95.75 6 2 4 2 95.7 8 3 / 3 96.7 8 3 4 3 o o. 35.50 x79.7 8 3 6 4 3 5 67.76 x 79.7 6 6 1 4 3 6 38.13 z 79.76 6 3 4 3 36.13 x 79.7 6 4 ! 3 1' 39.13 x79.75 8 1 4 3 87.7 6 3 8 4 3 5 83.7 8 5 6 4 3 5 53.75 6 9 1 3 83,756 4 4 3 p 83.7 8 1 1 4 3 87.7 8 3 8 4 3 5 67.7 6 5 5 4 3 S 87.73 7 3 4 3 57.7 7 5 8�acc 4 J 1 07.7 7 3 d 4 3 91.7 7 3 f0 4 3 5 91.7 7 6 10 4 3 5 91.75 7 3 4 3 91.7 7 6 O 4 3 7g� 91.7 7 5 4 J DO: 4 95.7517 3 10 4 3 5 96.7 7 8 17 4 3 S 95.75 7 3 4 3 95.7 7 5 22 ♦ 9 {� 95.7 7 5 4 3 2 .. .. 37.50 x 79.7 6 9 8 4 3 5 71.75 x 79.7 6 5 5 4 3 5 36.75 x 79.75 6 J 4 3 36.75 x 79.7 8 4 m 1 3 m 38.75 x 79.7 8 4 ( 4 3 83.7 8 3 D 4 3 5 83.7 6 5 9 4 3 5 83.76 6 3 4 3 83.7 8 ! 1 3 83.75 8 4 yI 4 J 87.7 7 3 10 4 3 5 87.7 6 5 9 4 3 5 97. 7 3 4 3 87.7 7 5 I J 87.75 7 5 tJ 4 3 �• b'(6 91.7 7 3 10 4 3 6 D1.7 7 9 1D ! 3 6 DI. 7 3 4 9 91.7 7 5 4 ♦ 3 y 91.75 7 5 4 3 t 95.7 7 3 10 4 3 5 - 95.7 7 8 1D 4 3 6 05.7 7 3 1 3 06.7 7 6 4 3 95.75 7 S 4 1 A LYNN ML7ER.P.6 P.E.0 MM •• ••• • • • • • •• • •• • • • • ••• • F , • ••• •• ••• • • • •• • • • • • • • • r I. P • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ` ^ ' , ^ ^ � ' ' ^ B CK.NOTE2 3.4 KSI MIN.CONC. MIN E D 0- BUCK NOTE 2 3 4 KSI MIN.OONC, 1XWOO,D BUCK NOTE 2 IT --114 MAX. SHIM WOOD EXT. SHIM SHIM I CONC. EXT- WOOD EXT. -CONC. ANCHOR DOOR HEA DOOR HEAD(CONC) 1 11 TYPE I OR 2(CMU) NOTEI o D(WOOD) M, V8"TYPE I(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 11 .:TYPE 2 CONIC) LU WOOD ANCHO ON CONC ANCHOR, w FRED ro CENTERS ANCHOR, TYPE STAGGERED ca EXT NOTEI in F 2X WOOD EXT. I X WOOD BUCI WOOD z t 5 KSI CMU OR BUCK,NOTE 2 Ix BUCK NOTE 2 NOTE 3AKSIMIN' WOOD BUCK.NOTE 2 EXT. MIN CONIC _WB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) U, WOOD ANCHOR TYPE 2 C C ANCHOR, WOOD ANCHOR,TYPE 2 OR 3 NOTE I CONIC ANCHOR,NOTE 1 0 EXT. CK NOTE 2 z SHIM SHIM .14 �a/Bu M 3.4 KSI MIN. 2X WOOD BUCK NOTE 2 F.D. 3.4 KSI MIN.CONIC CONIC. 2X WOOD BUCK,NOTE 2 1314" --1 DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D. NOTES: SIDE LITE SILL(WOOD) SIDE LITE SILL(CONC) 1.FORCONCRETE INSTALLATIONS IN MIAMI-DADIECOUNTY,USE ONLY MIAMMADE CCNUNTYAPPROVED ELCO 1/4"TAPCONS EMBEDDED 1318-MIN.(TYPE 1)OR 1/4-SS4 CRETE'FUEX EMBEDDED I V4*MIN.(TYPE 2).THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3f4-.FOR WOOD INSTALLATIONS USE AH2 SCREWS.GS(TYPE 3)OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3W MIN.(TYPE 2). 2.WOOD SUCKS DEPICTED AS Ix ARE LESS THAN 1 lir THICK lx WOOD SUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NOWSHRINK,NON4AETALUC GROUT(3400 PSI MIN.).(DONE BY OTHERS) 16 MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHT TO THE SLESTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD.30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. A.CYNN UUER PA / °°° ° ° ° ° ° °° - ° ° ° " ° ° ° ° ° ° ° ° ° ° ° ° ° °°° ° ° ° °° °° °°° ° ° . ° ° ° ° ° ° ° ° ° ° °° ° ° ° ° ° ° ° ° ° ° ° ° °° ° ° ° ° ° ° ° ° / °°° ° ° ° ° ° °°° °°° ° ° ° ° ° ° °°~ ° ° ° ° ° ° ° ° ° ° ° ° ° ° °° °° ° ° ° ° ° | � - r MIAMEDADE MIAMI-DADE COUNTY RM M 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.Qov/econ2my PGT Industries,Inc. 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 "CA-740F Fixed Casement"Aluminum Fixed Window-L.M.L APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details - LM", sheets I through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,.and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thajo;b aite attltie kcfmt of the Building Official. This NOA revises NOA#15-0514.15 and const sof hjs lja I aMd 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.�16-0629.22-'- MI'O'MF�M COUNn ' • • • • • . Expiration D"ate:April 11,2018 Approval Date: August 11,2016 • Page I . . . . . . . . . . . .. .. . . . .. .. F ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-.1218.11) 2. Drawing No. MD-CA740F-LM,titled"Fixed Casement Window Details—LM", sheets 1 through 11 of 11, dated 08/08/12,with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller,P.E. a B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer'NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 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 CA740F aluminum faced 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 under NOA No. 12-1218.11) 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. (Submitted under previous NOA No. 15-0519.15) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE •0 000 0 0 • 0 • 1. Miami-Dade Department ofReguldofy�l f eAr>prtuc Resources(RER). .. . . . . ... . .. ... . . . . . . . .. . . . . ... .. ... Manuel ;P.E. • Product Cont 1 E miner .' 0.; :Y •• NOA No. -0629.22 Expiration Date: April 11,2018 Approval Date: August 11,2016 : E-1 . . ... . . . ... . . . .. .. . . .. . . . .. . . . . .. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0519.15) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.15) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.15,issued to PGT Industries for their Series "CA- 740F Fixed Casement"Aluminum Fixed Window-L.M.I. approved on 07/16/15 and expiring on 04/11/18. , .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. .. • Manuel Pere . ' Product Control Exa in . NOA No. 16-06 2 Expiration Date: April 11,2018 Approval Date: August 11,2016 ... . E-2 • • • • • • • • • • ••• • • • ••• • • ) I 1 , r ' elts•LNAwTFp - Tna•uwWTEo_� T� DESIGN PRESSURC RATING I IMPACT RATNG GUMS STACK GUST STACK —'—'—GENERAL NOTES:SERI ES740^ VARIES, GATED FORLMGEARMALL IMPACT•RESISTANT FIXED CASEMENT WINDOW SEE SHEET861. MATED IMPACTRESISTANCE 1B'ANNRAEo �vKuuw mvlN �B'' 1ED0A `AMERCA4INGXNRAr DUASS ANERIG,NC T _ gyp' YM'SLABSA... KNOU 1)THIS PRODUCT HAS BEEN DESEOSTESTEDTOM'LY t4, ~�IiATaTADgTME••D WTH THE REQUIREMENTS OF THE FLORIDA 8ULDWG CODE. wWIDTH 1 c ,B 4Ab ELT2affi - GLASS INCLUDING THE ANION VELOCITY HURRICANE ZONE(MVM2). 63'RISIBLE LIGHT WIDTH(DUO) —� 2)SMJTTERS Alt€NOT REOU1REDWNEN USED IN NRND-BORNE i - 11n6•G1A55 SITE DEBRIS per,y, �_ , B,SEESHEET2 35 BITE C36 BITE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 39 IN THE HMHL THE OUTBOARD LUTE(CAP)MST .. .._--..-.- P MAX. 1 1 TEMPERED. 1B'O.C.MAK 3)FOR N0NRY AFINICATION9IN MLWWADE COUNTY,USE IF JAMBI8 \. EL w A.9 OM Y M"IDADE COUNTY APPROVED MASONRY ANCHORS. ( OVER 87. MATERIALS USM FOR ANCHOR EVALUATW14 WERE SOUTHERN "'GLASS TYPE 1 GLASS TYPES 2 6 3 PINE,ASTM CBD CONCRETE MASONRY UNITS AND CONCRETE WTTN MIN,K31 PER ANCHOR TYPE,SEC TA=3,SHEET 4. -. -._.— i Ta'NON.. )R-NAIL Gum STAG( 6'ICIAMFWTED GIAc83TAIX TnrLMAWTED 4)ALL WOOD BUCKS LESS THAN I-1?THICK ARE TO BEBB- I / _SHEET2 772 GNw STACK '� GLASSCINSTALLATIONS. STACK CONSIDERED/X INSTALLATIONS.IX WOODICI(S BIARE VISIBLE HEIGHT teY AN•EAIEo OFTIONAL F UNITI3 INSTALLED DIRECTLY•TO SUBu^TMTG LIdR / OLABB 3AL`ANFAIE3OR WQOD SLICKS DEPICTED AS 2X MF t.UC TALK OR GREATER. HEIGHT / 1nf A•YACL� S 1N'NIRSPACE� NEAT.SRRNG�1p®OLI9E 1X AND BUCKS(VAREN USED)SHALL BE DES GItFD 70 (DLO) 4T ANeA1D fR �Iweaymn AAr MM•AIMEAIEO KIInNAAr PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK TM•EP?DOWB� AMEA01,RG — DESIGN AND INSTALLATIONISTHE RE3POINMOURY OF TIE1A'AIKN.EU, >0 IIEL ENGINEER OR ARCHITECT OF RECORD. 2'OJ.MAX TinlltllMENE°aW3 3D CAABS 1 5)ANCHOR37 SITE EMBEDMENT TO BASE MATERUL SHALL BE BEYOND w OR LESS. (7 1 VIS*GLASS 11116'GLASS WALL DRESSING OR STUCCO.USE ANCHORS OF 3UPFIGENT L 1 I,�. EMBEDMENT AS SPECIFIED ON TABLE 3.SHEET 4-NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED.OVEAALL 23'O.C.MAIC IF LAB I 1P O.C.MNL IF t 1 SENUNGTLASHBA3 STRATEGY'FOR WATER RESI3TAAL E OF HEAD OR SILL F'►-��—HEN)OI SILL INSTALLATION SHALL SE DONE BY OTHERS AND IS REWIND THE 13 EA O LESS. ISOMER 5 3i ( `2 SCOPE OF THESE INSTRUCTIONS. __,._.,.-----`... - " GLASS TYPES 4 6 5 GLASS TYPFS 6 6 7 S)SAMS ME REWIRED AT EACH ANCHOR LOCATION WHERE (TYP,ELEVATIONOFFIXED CASEMENT WINDOW y� THE APABLE FTISNRUSH T0THE SUBSTRATE,USE BUCKS. OLw:S STAOc 1 ' I_ Tne•uNNtTID CAPERS,OFTBE UFFICITRANSFERRING APPLIED LOADS.WOODIST LOA S I+1 OTHERS.MJST BE SUFFlCIENRYANCIIORED TO RESIST LOADS TABLE I; I GLASS STAOt IMPOSED ON THEM BY THE WINDOW. W M`S`A YIPAIK . PGTdIIENDTIENED OAS4 7)DESIGN PRESSURE ,.-,.r.+-'-`r MS Ty(MS ..-.� SA•M• 3ne•TasERFr .oIX-IXFOxr mEbl' DLA66� YA A NEGATE,DESIGN DS N LANBASED ON STRUCTURAL TEST MMNAAYAIENCA-) 9172 LUmI iR An-.DAO'PVB•118 An 6 PRESSER[.FRAME awTLY31s AND GLASS PERASTM Ef3T0. 2 iR L•ni(SHe M-LOAD'8G•3116 M) - B O IF.Ai+TRE n maAss B.POSITIVE DESIGN LOADS BASED O!WATER TEST PRESSURE, B130-On, STRUCTURAL'EST PRESSURE,FRAME ANALYSIS AND GLASS 3 7116'L.19 6 FIS•. 8 - 18 —� PER ASTM,7300. / RB.I (1 - 11 •11 M•.OBO•PVB-10-Ah 10 11H5'GLASS 5 7/72 LemI.IG t/B'T•7/1S Nf-US"M-.DOW PVB-1/CM 7 v B� e)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 6 710'Lam'.b(3110'M•1N'Ak-SIR M-.ABR SG-3118'An e TO RESIST THE WINDLOADS CORRESPONDNGTOTHE 7 7rR Lama,IG SUR M•114'Ak-SUR H6-LOBO' O•St'HS .9 REQUIRED DESIGN PRESSURE THE 33.1T3%STRESS INCREASE HAS NOT BEER USED N THE DESIDN 0/7MIS FROd1CT.7HE 1.S 8 718-LSmI.N3 SiR T-1/4'Nr- 172 An-.OBIT 80-SUR An 8 M PRODUCT IU1Vd® LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 0 7172 LBaM.b 3118•T-1/JP •SUR HS•.080'SG•31172 HS B 32 1 AN••R Pk" ANCHORS SIM WOOD.ANCHORS THAT COME INTO CONTACT BdM'ry OPY WTi11 oTHER DISSIMILAR MATERIALS WALL MEETTHE 'PVB'•BUTACI INTERLAYER BYMPARAYAMEmck.WC. PLASS TYPES 888 Av„tnr♦AP N:Ib-OL29R2 REQUIREMENTS OF THE PLORDABUtLDINOCODE FOR 5G'•SENIAY BEAVER By KURAMYAM° / CORROSION RESISTANCE. " Jf1N Mll vTi R°"iQb�•: Dors.. RMion B: . ,,\`(I' EFF AOSED SPAGERR5T0 BY 9 REFERENCES:TEST REPORTS FTL-7083,3579.3560,3724: �2G.f'.1GEp3r: ,v� �1 JR �.��.�16 SMUT11. M Pvdct I GENERAL NOTES._..-._._....._.._.1 1 LLOD ULTRACON NOA:ELCO CRETEFLEX NOA;ANSVAFSFA YDS ELEVATION................_.........._.......1 - Rewrw�: Doro:. wW.Av.A FORA/OODCOISTRUCTONANDADMAWMMIM DESIGN GLA21N0 DETAILS......................1 MANUAL. INSTALLATION................................. ASSEMBLY TUBE DETAILS.............3 W_ • wetvNFen: D.o-+ STANDARDS USED: AND ORSPECRICATIONS.__...._.4 6 '"` GENERAL NOTES&ELEVATION J ROSOWSKI :2014 FLORIDA BINDING CODE(FBC),5TH EDITION ANCHOR C"TITES...............__4d '„O 61 ?-- DESIGN PRESSURES.__......._..._.&10 .A '' 7":•'„�,� 1070 TT.CIIVOLOGY URrvf r;uo� r:' :ASIA,130004 ASSEMBLY DETNLSIBOM._........11 ��Q,,'..,FLVR�. �' N.P.O.B,fl2Q G:;' FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 :Asim ei PA NOS-2012 FOR WOOD CONSTRUCTION C P.O. f. 34 :ALUMINUM DESIGN MANUAL ADM2d0 :11!�1"�I�OP`ITr."` NCKDMS,FL J4274 Sn;es/M:al: Srok: SMeC DAr',N N: Rev: .ALUMINUM DESIGN /ALTMBILttIER P.E P EeM CERT.OT AUTN./2p2G5 ' CA-740 NTS 1 OF 11 MD-CA740F-LM B 1 I ! • •• • • • • ••• • •• ••• •• • '• • •• x • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • { INSTALLATION EGEE INSTALLATION INSTALLATION OPTION 1 EDGEDISTANCE DISTANCE—� OPTION 2 CONCRETEJCMUINSTALLATION OPTION 4 ANCHW AAATIO DIRECTLY µI HORS DIRRECTLY INSTALUITANO0O.UH3 '\ / PER ANCHOR INTO Z%N000. \ REOUIREMEM EMBEDMENT INTO MASONRY. WIDTH __� INTO METAL. _1 TMP.ANCHOR • S W MAX TYPE, HIM EMBEDMENT AND ASREOUIRED EDGE DISTANCE •,` 4 PER TABLE 4 1 p 1STEEL PER SUBSTRATE, 3 SHEET4� �11 SEIF-0RIWNG AS REQUIRED .-._.,., SEE TABLE 3, SMS,SEE TABLE 3, PER TABLE S. 2 1 SHEET 4. 11 SHEETS. SHEET! T I C DADE APPROVED 9 EDGE N MUWON,ALUMINUM, DISTANCE STEELELSTUDOR y SB 3B �7 STEEL STUD. J_ EMSEOME 7 I VISIRI.F I.IAHT WIDTH(OLD) O FIT. E R i1— WINUCIW WIDTH "••II 5 OPTIONALFNADDONM HORIZONTAL SECTION A-A SILL B JAMBS SEE D Al.BELOW NOTES: f KINDOW NMI 1)WHEN INSTALLING VTSIBLELAHTFORMULA HEIGHT1)USE I HEKJHT VISIBLE ANOH01NIY SUBS ON TABMP,SHEETT1. I y ADDITIONAL INSTALLATION HEIGHT:WINDOW HEI°M�7 LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. y, L / ANCHORS MAY NEED TO BE t HEIGHT FOLLOW EMBEDMENT AND EDGE j 1P LN%. INSTNIEOTHROUGHTHE (OLD) BUG( DISTANCE LIMITS.ANY INSTALLATION - WINDOW FRAMES AT iP MAX OPTION SHOWN MAY BE USED ON ANY _..... . FROM EACH SIDE OF THE FRAME EXTERIOR NOGM SIDE OF THE WINDOWYASSEMBLY TUBE CENTERUNE, 1 2 ALL WOOD BUCKS LESS THAV 1.1? BEE TABLE BE-OW: THICK AR .IETOBECONBIJEHEUIX INSF=TN)NSXWOODB10'MAX. UO(SARE 8M/tltlr Rnr/ il!/ A OPTIONAL.UNIT MAYBE INSTALLED L WIIlR /nolo DIRECTLYTOSUBSTRATE.WOODBUCKS —SEEOETNLA],BELOW MMN A B.CaO DEPICTED AS 2X(ARE i-17 THICK DR I jr.22 GREATER IX AND 2X BUCKS(WHEN USED SHALL RE DESIGNED TO PROPERLY ZS'•23P C 1 TRANSFER LOADS TO THE STRUCTURE. Dp"• / 1 38 39 WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER XIi IYK// A a,CaO OR ARCHITECT OF RECORD.MAXIMUM 1T•-ZLP O 0 SHIM THICKNESS TO BE 114•. 2Y•2&r G 1 7 O DETAIL -_ 2r4 1 1 O Ai DEAL .oDucr REVISED I en—*Vim.4 W ph" �w Ke•04Z9•R2 o.R 1X WO0D CDp DUCKSp,;,,e BY: Dae.: SEE NOTE Reri,ion tT TE2 OT SEE N 2. f1 MieL THIS SHEET. RMe.tl ey Gal.: R•wwnn n: TYP.ANCHORTYPE. 114'MAXSHIM PA ..i EMBEDMENT AEDGE — ....._.._.L' - - DISTANCE PER SUBSTRATE. .•• :.. .... T ueocriPlion: Oren ery: SEE TABLE 3,SHEET 4. CONCRETE EMBEDMENT 6_ GENERAL NOTES&ELEVATION J ROSOWSKI PER ANENOR 1070 TFCIINOLOGY DRIVE Idtr N ' INSTALLATION OPTION 3 REOUREMFHT. —•••--'—'— N.VLNK:F,R 3O]S FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 P.O.SO%1E2D INSTALLATION ANCHORS iHR2000H VERTICAL SECTION B-B NOKOVIS,F'_;11274 s,riea�MeNl.. SaaW: n«,: Oronrg NR. 1XBUCKSTRIPBNTOM/SONRY. AlY1NYIlE0.P.E CERT Or AUTO.J20258 CA-740 NTS 2 O 11 MD-CA740F-LM RB P.E/MXB •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• G • ••• •• ••• • • • • • • • • • • • • ) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • P FIXED CASEMENT O FIXED CASEMENT/CASEMENT(OX) AWNING/CASEMENT/FIXED CASEMENT(XXO) PRODUCTBBNEW - .�y;•wrnBw BUMOy(a• A FIGURE 1: ,Vpi - r— FIGURE Z: 740 SERIES i� � b AWNING p 1(- ,WINDOW' / - Ni DMc PNde c \ D ERNE -- 7/ ABSENBLY 'WINDOW HEIGHT % � TUBE FRAME ASSEMBLY TUBE NOTES: ¢m / 1(r,SEE NOTE 7,r D THIS SHEET \ �I/ \ i)DSENSIONS NE TATP-TO-TW DIMENSIONSFOR — CASEMENT INDIVIDUAL WINDOW.FOR SIZ' E$N NOT WINDOWWINDOW / SHOWN.ROUND UPTOTHE NEXT WIDTH O I _ I / AVNLABLEWI)TXORNEIGHT < M 740 7D / DIMENSION SHOWNONTHE TABLES. J gQ SERIES FRAME SERIES rEFIXED ASSEM&.YCASEMENf FRAME2)MY710SERIES PRODUCECASEMENT NE WINDOW SSEMBLT�y (CASEMENT AWNING OR FIXED WINDOW OTUECASEMENT)MAV BE ATTACHED TO THE FRAME ASSEMBLVTUBE.FORw IjEEDS ALL WINDOWS.USE THE WINDOWS �- C F:I- / NOA FOR ANCHORAGE,SIZE AND fi W LL WINDOW �y DESIGN PRESSURELLMTATIONS. ^c o 9 O 'SEE PROOUCTSNCA FOR 3)ALL WINDOWS IN THE UU INSTALLATION SPECS COMBINATION UNIT MUST Be ABLE TO N to Z N To SERIES W DMOUAIY COALY W ITN THE ss FIXED--� EXTERIOR REGUIREMENTSOF THEIR ~ S u CASEMENT RESPECTIVE NM Y WINDOW V , I - ZOO m l 1)FRAME ASSEMBLY TUBE TO BE 8 W $'�CMANDOW 10 SERIES 7b SERIES FASTENED TO WINDOW,AS SHOW IN W FOR SINGLE UNITS: MMING CASEMENT DETAILS,WTTHMIN.Y12X 1'SHEETINDOW WINDOW' METALSCREWS.USE THE SAA! Tn11DETERMINE YOURWINDOWSIZE MIN.512X 1'SMS THROUGH 0.1 OPAOINO AND ME MEMBNTITY R.T16 AND GLASS. INSTALLATION HOLES FRAME OPP091TE FRAME MEMBER. ..WUFRAME ASSEMBLY �` UI 5 021 g10YAN0 YOUR MIGIIOR 7YPE - TUBE NTHE FRAME ASSEMBLY TUE MAY $ 7 W... `¢S AND SUSB' M.DETERMNE TUBE IJ fir FLANGED LENOTHIABUSED . • "X YWRMISHEET 4. VP FROM `1-SM i2X INAST'FLANOED WNOOVTIORELL LLTABLE 3,SHEET l MN.512% I•SMS USED IN TEEORCROSSPUGH THROUGHCONFIGURATIONS. j THROUGHIO SERIES3)FROM RYOU GLASS TTHE INSTALLATIONASEMENT HOLEALLATION N)T REQUIRE TORE CYTUET SHEET FOR YOUR GLASS TWE. HOlEBHOT REQUIRED TO E CLIPPED TOFIND THE PRODUCTS DESIGN 710 ET( 710 SERIES PRESSURE FROMTHETABLE FIXED EXTERIOR FRA E CASEMENT THESUBSTRATE.ALL EBY IN3ORLABELS]9ESlGN PRESSURB CABEMENT - — ASSEMBLY WSW, JOINTSTOBESI.AL_D BYINSTALLER ur (PSF)FOR SINGLE WINDOWS,ALL TLAE TIO SERIESN91DOW EXTEFUSED 7)FOR ALL COMBINATION UNITS, ANCHOR GRD'JPS'. ,�- CASEMENT ADDITIONAL INS-ALLATION ANCHORS 1 DIMENSIONS SHOWN ARE HOiLIZOHTAL SEC110N� G7 WINDOW MAY NEED TO BE INSTALLED °3( THfOIGN THE WINDOW FRAMES AT TIP-TO-TIP.FOR SIMS NOT 10'MAX.FROM EACH SIDE OF THE SHOWN ROUND UP TO THE NEXT FOR EACh WIDOW INA COMBINED ASSEMBLY: VERTICAL SECTION DO VERTICAL SECTION E-E FRAME ASSEMBLY NE AVAMBLE NMT"OR HEWT17 _. - ... _... CENTERLINE.SFJ!TABLE BELOW. DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL W WDOW TYPE.SIM AND GLASS MAKEUP,SEC FIGURES 182.THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 5,SHEET 1. Apyly,MAKJrw Rpyy MreN TABLES SISI dSr F-AawlMrTub IFAT) 5)USING THE TABLES LABELED 2)FROM SHEETS 0.10.FIND THE SHEET FOR YOUR GLASS TYPE. < YAyPA, ARyp - -ASNDCVANCI HORS RLIOLMVV 3)HAD TOE DESIGN PRESSURE FROM THE TABLES LABELED-WWII DINANCHORS RCQUIR^D'(TABLES 2A M 28.SHEETS 1 S 5).THIS MUST BE DONE FOR EACH WINDOW W NA•I (TAR FS 2A 8 2B.SHEETS I S IL THE..B Y,AND THE LOWEST DESIGN PRESSURE APPLIES TO THF FNTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO6TIP.FOR SIZES NOT SHOWN,ROUNDUP TO g� 1T'-22.I D DETERMINE THE NUMD.OF THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. ; 2Y-ISM D 1 ANCHORS NEEDED IN TME MEAD. SC• t 1 ! (//' SILLAND JAMSS OF YOUR I)USING THE TABLE L ABE-W'V"NDOWANONORS RMUWED-(TABLES 2A S 2B SHEETS I B 5),DETERMINE THE NUMBER OF ANCHORS NEEDED W THE HEAD,SILLAND WyM� WINDOW. JAMSSOFYCURWINDOW. 1 HWt A 8,7110 B)INSTALL AS PER ME 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-1 NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUHSTFNTE MAY E REQUIRED(SEE 17'- . 0 0 - INSTRUCTIONS ON MEET 2. SHEET 2).AND THAT M N.5 12 1(I-ANCHORS ME TO BE USED THROUGH THE FRAME IMO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). 2r-25,r O 1 25'• 1 1 A.LYNIMMEA,PE. P.lP•]56 • •• • • • • ••• • • ••• •• ••• • • • • • • • • • • • • •00 •• • • • • • • • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • ( TABLE2A PRODUCT REVISED Window Andlom RpWnd(3T end Lr/an Uall Side Dlmenslon) RwaycfteN•�01cAhl SIM sWe 6—po lNF IG•D624.1A Arena ryw rre b A 12.1-El 0 A b I LIU AIH I C i D A B 1 C I D I AlB C A A 01 Cl 0 A 1 5 1 C U � Yn0e 23' L 9 1 Z 1 2 1 4 1 9 2 2 1 Z 2 1 W 1 4 1 L 2 2 1 Z I Z I I I I I I I I !E. &MSo. 2 1 2 1 2 2 2 2 2 1 f T 1 2 1 2 2 2 3 2 1 x 3 3 3 J 3 6 3 ] ] M 251915 alb x x z x x 2 z z 2 z 2 x 2 2 2 Z ] 2 2 2 SNF 2 2 2 2 T 3 3 ! ] ] 3 37 L Sef 3 3 3 ] 3 3 3 3 3 3 7 3 3 ! ) 9 7 3 7 3 Z 2 ] 2 2 3 J 3 7 1 3 1)USE THIS TABLE FOR ALL WINDOWS PER THE nm 37• ♦ 3 3 3 { 3 3 ! 3 3 3 4 9 4 3 3 1 3 ELEVATIONS ON SHEET 1.pAEN510116 S110NN SNs 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 ] 3 ] ] '1 t 3 3 ARE TIP-TO:TIP. �I 4V 3 ♦ 3 t ] 1 1 3 ] 1 9 4 3 4 1 5 ! 1 3 LL 2 2 2 2 2 ] 2 ] J 7 7 3 3 / 3 2)FOR 817E8 NOT SHOWN.ROUND UP TO THE CJ b 4 5 3 3 4 5 4 5 4 5 ! 4 5 3 7 / 6 3 ] NEXT AVAILMLE 31 tORT Dn LONG SIDE DIMENSION A i{LYP Shill 2 .2. •2. 3 3 3 7 J J 7 { 3 SHOWN ON THE TABLE. - J 1 3 3 1 0 7 ] ] 3 5 0 t 7 t e t 6 7 ♦ ] �' i-S" 9b 2 2 2 2 2 z 2 x 2 7 3 3 9 3 3 7 '—=3 -3 4)THE WINDOWS SHORT AND LONG 610E MAYBE SM t / 4 5 6 4 ♦ B 4 ♦ 5 0 4 1 4 6 7 / ♦ 7 4 / a _♦ 1 INVERTt9' J 2 2 2 ] 7 3 7 ] 7 3 I 8 4)SEE NEXT SHEET FOR ADOITIONAL 5 6 ♦ I 7 { ♦ 7 4 1 ♦ ♦ / 1 7 B S ♦ INFORMATION, Y W W Long 2 2 2 3 3 3 3 3 3 J 4 3 3 x B"" 5 7 6 a 7 S 5 S 6 6 5 5 a s 6 6 7 / 3 6 0 S 7 9 5 5 �" l-• O LL d i'b1S15 6 2 7 7 x z } f 3 ! 3 3 3 ] ] 9 4 3 3 Qz O p 87 V7 6101 6 i 8 5 a 5 5 / S 5 5 S 5 5 7 9 5 7 9 5 CV = $ < T 2 7 2 2 2 2 T 7 9 9 7 Z or 6 5 a 7 6 S 0 S 1 5 2 7 T 2 2 2 3 7 J 3 3 3 4 3 3 0 S yN L Sib 5 5 6 a 5 5 1 0 7 0 S 5 5 S 6 10 5 f• 'b Z shm 2 7 2 7 x 2 2 2 ] 3 J 3 3 7 7 1 3 $ g 0 Z 'K TZ' L SNl 6 5 5 1 B 5 5 0 7 5 5 7 5 5 9 5 9 0 10 0 d LU Shat SNI 2 T 2 2 1 2 ] 1 2 J 3 4 3 3 75 ib 6 7 0 5 3 5 10 5 10 5 a 10 0 Y W Snm ] I 2 2 2 2 2 2 2 ] 3 3 3 3 ] ! 1 J W O LWq Sb S 7 6 6 5 0 5 9 S a 0 5 a 1 a 6 f0 a 5 8 17 0 5 SAMPLE CONFIGURATIONS: () Sam SNF T 7 2 2 ] 2 2 2 2 ] ! 3 ] 3 3 ] 7 O O WE0 5_ a 10 5 10 6 S a 11 8 0 1 a a 9 11 0 6 1 % r O .�V W \V E 7 2- 3 3 J 3 3 { ] 115 L i91 3 11 t 1 11 11 12 IF—8 0 t 1 9 1J 9 M 1 0 % x ED LL2 T 2 2 2 2 2 2 7 3 7 7 7 7 9 J 4 3 ] t 135 1t 11 1 / 1 1 0 6 13 1a 1 13 17 0 9 H 1 ill 9 75 19 1 10 15 19 11 1 I % Sam SNI ] 2 f 2 2 2 7 3 ] 7 7 9 3 �L,n a 1� Sib 1T 1 6 9 13 17 0 4 16 15 1 f0 0 16 ZD 11 10 X 0 O • ff% r Shm l3N1 .Z 2 2 2 7 J 7 3 TABLE 3: TABLE 3I—) x �'• MIL M1w AnN1R Mh. Yh wD Ncllor F _J i o Go* A*1- 8F61tlMF E/9F O.C. GIICM" F1YF ORIF Anchor SOOFOSN EOys O.C. EmhF6leM0 Pk* x O X 11Nbnce DYMKY Rl••s97 DNYm Dewfol RlgieC/ L 1M'rool I%O.oen HN9A`S" 1• 5 1.111' ND - ns $ N S.Pkr 95 1' 14V_..� No 014,e•F1 SMS(05) m. W BC .0717 Yee _ A 014 st.1 SMS(G6 YS 1V5 .OSP Na ROU,410 38 SMS A30 8V YC 'JS .OSP YFF S �S x 01{,41068 aM/ A3 S" ST Sr A6P IbA/Sl Batl G.a 315 Sle' A 1s Ce. Y. �.- AW3 Or.33 YS .035'20(0 No 2.80 C.." 1' 'r W14' Yes pYY NY . S.Pkv SC 1' WNF hb2.8%Carew 2.117 5 1315 Y. O12 FINl SMS(G5) 6063-75 Alm. 3'3- 519• .as& N3 D IM'FNM UYFtpl B" 2-1? 5 1-114' Yes ROIZ41OSSSNS A363M0 1�5 615 .050, No FlMd ONek ?VF f tj14' Yw tV" N•' ... A853 atud,0.33 YS SIS .m6'mOF. Nl RAY 410 SS 3.30k CRnFNF I• 5 1315 No 2.89,Cane- 2-Ilx' 4• A1-3'4 f OMFIn Hk.BI ck 2-1? 5 1-114' No 114'4Mel URlsce0 2.118 Mo. 1' C- o 3.Sk CorRRb 1.114'loek f-12' So 915 F1etl 1/0ebr1 BIOck 3110' 5' 'Air N0 1)OPERABLE DO WINO0WS SAY BE CASEMENT C S.PkR d5 1' FINd Bbek x•12' s' 131Y NFWINDOWSOR AWNING tMNOOWS OF THE SAME 012,61 SMS(057 106576 Alan 315 d5eRIES.012,410 SS SMS AM SW SS• alS' e 1)ANCHOR MUST EXTEND A MIMMUA OF 3 THREADS BEYOND ANY METAL SUBSTRA�ASM Or.33 316• 55 2)ANCHORS MAY BE HEXHEA3.PANHEAD OR FLATHEAD. A LYNN ML EK PE PA a Mrc1 •• ••• • • • • • •• • •• • • • • ••• • • ••• •• ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 1 ( TABLE 2B: Window Anchom ReauYed(Over 37'on Short Side 09mmion) PRODUCT RGV39® a n.Mfe.evW b IINIm Anda Type / _ Ir Ru Com ` Aoup. NP 3G-OFr?4.�16 �1 A B C 1 0 A B 1 C I D A I a I C 0 A 8C A A 8 C A B C D A B C D C plk SMI 3 1 7 J I 3 1 3 3 1 3 7 / 3 3 1 6 1 t 5 6 1 I 0 / I By 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 M peeiN M1Y18' SHNd 61m 7 7 • J t 3 1 0 / 1 5 t 1 1 6 3 J J S J 9 3 3 3 3 3 3 7 3 f 3 f 9 J ] SIM 3 1 3 3 / 6 7 6 3 5 6 t 1 3 0 �7 1 1 e e t 8 1 7 9 5 nGO 37, 1WM 3 A 3 3 3 / 3 t 3 3 1 1 3 1 3 3 1 3 3 / 3 3 I 3 1 1 9 1)USE THIS TABLE FOR ALL WINDOWS PER SANT SW6 ] 1 3 7 1 5 7 7 S t 5 1 1 7 1 0 0 THE ELEVATIONS ON SHEET 1.DIMENSIONS 11, 5161 1 5 3 3 / 3 t 1 3 3 • 5 7 1 5 3 3 1 5 SHOWN ARE TIP•TOTIP. LL SMI J 3 5 0 I 1 7 1 / 8 0 5 1 T B 6 1 7 6 B f0 e b Lap 51m e 3 3 u ] J e e ] 7 S 0 3 3 5 3 0 2)FOR SIZES NOT SHOWN,ROUND UP TO TME G a<t/P 79w6 3 1 3 5 3 3 0 t 8 1 7 8 5 1 7 9 5 5 9 5 5 1 0 NEXT AVAILABLE SHORT OR LONG SIDE � £6 1 S / / 0 1 8 I / d • 1 0 / 1 7 1 / 0 7 f 1 0 7 I { 1 DIMENSION SHOWN ON THE TABLE. YSV6' STM 3 1 7 3 1 5 0 / 6 7 1 / V 5 5 B 11 -;+r'. � :C) Sim 0 0 / / 6 B 7 4 5 • 6 b • 8 5 1 7 • e :)THE PIED, 9SHORTAAO LONG SIDE MAY N a 5e. :EI NVERTED. 7 9 { 5 7 0 • t e 1 • 5 1 T 0 6 6 9 t0 a �.tt 6 Q $ o, Id. 4 f • D 6 6 e t0 5 1 S a 10 5 5 10 7 1 9 5 )SEE NEM SHEET POR AIXN ANAL Y ~ ifA1 3 3 a 3 3 S 7 1 t 6 7 1 1 7 / 5 0 1 8 8 111 0 5 INFORMATION. r 9 S 6 10 8 10 0 11 0 6 11 11 8 11 5 5 8 11 8 LL 561Y16• �� 1 67117 1 10 e e 11 0 8 11 5 f 1 6 5 a ft 0 5 B 11 6 B 11 0 6 Q QO56a11 J 7 { 1 3 5 0 T 1 1 7 1 7 / 9 / 7 5 5 0 11 6 5 N 68' 10 5 6 B 10 5 5 e It e 5 9 11 6 5 9 11 6 5 0 11 6 5 9 11 5 5 9 it 6 51 3 1 5 9 0 3 6 7 t 1 1 / 8 5 1 7 / 9 5 5 10 0 0 110591106 9 11 0 S it e e 9 " 8 D 1 SMM1 1 3 1 3 1 • I 7 8 S • 9. 5 r Z �,.. 9It01.6 0 11 0 0 tt f 11 e e 1 9 11 LU/ 1 3 1 5 J ] 1 5 1 t 6 1 t / / 7 5 1 D 5 Sd7/, 1161 6 9 U e1 713 1 3 5 e J 3 1 1 1 t 0 0 / t 11 0 9 12 7 6 9 12 1 6 1211 Sfat I 6 3 3 i • ] • • 0 1 / B Q Q Vyylm9 13 7 6 1 1J 7 1 10 13 T 7 10 13 1J 13 W3Qt 1 3 1 6 3 3 0 1 5 1 1!J 810 ItS Q' d • 3 $ EXAMPLE 1:FOR WINDOW SHOWN BELOW.7116'ANNEALED UMI,GLASS,11C K44WNRY n ANCHORS INTO CONCRETE.-70120 PSF DP REWIRED,NO ANCHOR PLATE n ANMWGNJCHDRS(MR SEPERATB NOA): FIXED CASEMENT ANCHORS LL A';FROM TABLE 9.ANCHORS CB DALLOW A OP OF I W -9 0 . / y A)FROM TABLE 9,ANCHORS CiDALLOW ADP OF-70483.1. B)FCK THE JAMS.FROM TABLE 3,ANCHOR TYPE C HAS THE ANGgR APO SUBSTRATE 106, 1 B)FOR TIE JAMR,FROM TABLE 3.ANCHOR TYPE C HAS THE ANCHOR AND 1E DESIRED AND DOES NOT REOUeTHE ANCHOR PLATE. SUBSTRATE DESIRED AND DOES NOT RECURE THE ANCHOR PLATE. 13.25- C! .25•C)FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. Y C)FROM TABLE 25,5 ANCHORS ARE REQUIRED N CACH JAMB. ' Oi SWILARLY,2 ANCHORS ARE REQARED W THE HEAD M SILL. 61 y!N D)SIMILARLY,3 ANCHORS ARE REOUIRED IN THE HEAD a SILL. .. / E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FR0M ELEVATION ON SHEET 1. \ E)OIST1tIBUTE ANCHORS FOLLOW NO GUIDELINES FROM CLCVATION ON SHEET I. F)PER RULES ON SHEETS 2 6 3,INSTALL I ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY y \ F)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME TUBE SIDE SIDE OF THE A AMINO(OtEAU651LL} — 1 ASSEMB.Y TUBE 987E OF THE FIXED CASEMENT(MEAD 851LL). t• /' t5. —� -r 2p•+20• —tel �• AIVteNMllHt,1E Imo— PE1661m •M www41 • •w w • • • • RE RE 0101 e�• ee • � • 0101 w w t w w • • • • • V O• • �• �� FOR GLASS TYPES: 1)5/16-LAMI(1/8 AN-.090"PVB-1/8 AN) rR°"ucT riula�mB L�ml 1T9`e BUTACITE VS INTERLAYER RV KURARAYAMERICA INC. ,yxepuel.µ Q•1� TABLE t: P. 'tali.Dem rJpIE Onbl Rfffu�mflltr MBf WYmw,NAnMw Oo1P Muni Pm6a1 amn a s PIN a1]ne• nx a1r� ar w at eltn• er LONG HOK ❑ croBmal .mm .mm .mac •Taal.1 .Tunamnm •T-"I amio .tnw.t1)SEESHEETS1,AbSFORWIDOWANCHOR.mm •mm +mann .rai1.1 .east.] AND QUANTITIES. 0--.a am-TST HAIe Hap6 ALLYSHO amm.1 •m!u am OR NORRONTALLYHO SNDVYII $pY 0 N d� Q Y L41 TAD.[5: f_I^^llI O�Iy1 PaYfu.y.labWYWw ArWe.FenfA•frYaTW F W IAM•Dne�m A' g W 0 IaYItT ffiIa1P n-W aYIA- >T w w1M ealT tr m N D. Z Oiao Quo Oa0 Area aao —ane Analy Om,o .Vele lbA —Owo a161v0— ArolvlNop N 1n N N NA.CBD B &C&DI B A B CBD A B I Cao A B CBD A B C 0 A B D P Z Alftlal amm ala-m •maD aA�ama21 •mse• -Tl amrol B •maD Hae/ • Hm1 —A aruwf Hale 47A amaTA amm .IAA) ./a]0 amml•roaa 0 L a1Y10 amm amaJ a7am amm amm aural •A'au•mN.I aaam amm —4 amm .Tana — — arom — !-I •num amaf .+IBa .m1TJ— 4m - �O yW r J/' arom aural alga] •roa0 •rom amm •mal .ANO amaf amlf .mm,aaBA1 .mm am K1 amm.f•mal..aMT 4-4am.>t 4—am-JD.1 WJ.a•10.To1•A4At En M •Tam amaJ .Tam .TA'aJ amm am0 am'm •lam•ma1.f alaaf•ma11 araul a1aM1 am-A HWart m.10 aeada.f•eae1B• W.I agar.a aeaell alai • 13 MD41A Lu W wtK •ram •mm amm •m.m •mm •Alm •A'aJ•TaM.t.aaKt amMt amm.l Hale •mtl1 MAID Manta aaaAo•ea631 • A M ..a auras .yj (L Q Wff amm amm •mm arose •mm amal.l*mal. am-A Nam am-m N " afa-A .m-m•mar.•aura..,Naar. Y � N U er •mae •ma] amm.mann am •ran •mTI am6ll•maT.e Mail•e0IQ1.mm1 aga11 —_ er I n amm •mm alY-A.8 amm. aieFmt amA.t•eYfi]•eabl.— m .mm.a+T.mT-m NN./ .lae Haas .luraW er .mm.taaD .mil. Ha1.a .1811 tW X 'LL. 1;THE"DDY:S WIDTH ANDHEJOHT MAY 8E WERTED. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE H FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10, RIAME SEE BNEET51,I b 3 FOR WINDOW ASSEMBLY SEE SHEETS 1,16 a I Y MAX AaaEAlLY h,MDOV)ANCXOR dMBiB1pN TUBE FOR WINDOW ANCHOR y TUBE Y LOCATIONS AND LOCATIONS AND OUANTITIES.SEE SHEET IyWDgy OIIANTITFS.SEE SHEET 1p MAX. Z u 066NSION J FOR AW ADDITIONAL 3 FOR ANY ADDITIONAL •A' ANCHORS REWIRED ANCHORS RFOUIRED T} f ,011 THE FRAM[ FOR THE FRAME anlf%TA' AODITOM ASSEMBLYTVRE. WMDOIY ASSEMBLY TUBE. dMEIS10N AXCHDR OMENS ON lQ,IF REQ Y (IyaREO. N `Prl6 SEE 9lEET 1 FOR AAIiIONtt a,AA1riE CCIFGURAIIONG A LYNN MILLER,P.E. o.esalrs •• f•• • • • • • •• f f• • • • • ••• • of ••• •• • • • •• • ••• •• ••• • • • • • • f • • • • • • • • 0 of • • • •• • • •of • • • • ••• • • • • ••I • • • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • ••• • • a I FOR GLASS TYPES: 5)7/8"LAMI.IG:(1/8"T-7/18"AIR-1/8"AN-.090"PVB-1/8'AN) rRowcr REv sso PVB'•BUTACR pVB INTERLAYER BY KURARAY AMERICA.R.C. orP+tWm YFlrtidi tlwlabsalae 16ovfR42 TABLE B: r* G. Nw ❑ o""CA PI..u.aeeb6eNbwem.e.AArolo oew. � lba.DlN eID7b I w OeAI Proicl ...s.a eelalr Harr S11? it 4r aur ns1A• er er LONG alae i7 •rob •mm • m SST BIDE. n+:nr .mm •rob :mm :mm :m : m7&40 .mm ar .rovo .lab .mm •Tam •mm .mm :mx :mm •raa,.e .m-ne i o-m .mm .mm .mm .>wc .mm .mm �LDNG� 9IKHR � elw .mm .mm •mx •mac .AVe LL ar .mm •mx • b 1)SEE SHEET51.4 e S ff ES.. ANf7/01t 6S •mm •Aa. •rob .ma,i •maa. 1 fef'A'ILII18 AND NS MAY B {y O tr •mm .lam .,aeni OR ABLE DIMEASWNS MAY�fNBENfEDVHtTK4LY a r Ii, .mm .mm .mnA OR HORIZONTA.LY AS SFOVM. Q Z J 8[070707) ' W TABLET k _ D � DNIaiPaNl�(pgbLWMle4 Aaaleeb4Rae AieleAlTW' (� y LL .AeHS DI.wYn•A• 7Q ''O we.ea n1a1r Harr alVS er w ww alar er a 04 d U aely GA.p R.V OMbOaq A.CM aIRy IV OM4r Alel+r Only AmAa 6.ae M wor AIvb 1ARe z w § m Al A A,— B A,DeD • A e ceD A B CAO A B CeD • e C D A e C a ..F Wd V • • •lane .mm •Ta .1 am4e .m.4.i . - .Me. •,am •6ii Nae. • NA.1 Nate Nd0.6 e14T.4 .m A .mm •rode. H t z p alar •mm .mm .mm +mm .Naao .lax .mm .m•A.l •taco •mm +W,4 •rob .Lam NAA _mm .rob .rdee .mx .lax .mm .lai] .m.,1.1 .mf0 .lab Z ar •rob .lane •tam •mx .Alm +Tab •mm .rob •maD •mm •mea •mx4 •mm •msc .Vd a •mm .m.Te .m.tie .ma,A . e W W M. .maa�ttia .la-0 •mm . .rob .aa1.e .144 .mm 8 8 .AYI .telae .lax .mm aTe40 .rob •la.i axi .lab .rob.! •mats �mm W W uw .lam m .m .mx Nam .mm .faro � Z ar .taa0 •mx .mwe .rob .Lam .mals .male .. A • .taar� .m- Qq w . :t1rm 1i �� W X IEANgU 11TW1NDOW8 WIDTH D HGMGHT MAY IW.W. 88kk FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE1 j 9 S 1 y 4 FFG FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE FRAME 1P FRAME SEE SHEETS 1,4 i 5 FOR —00"OW ASSEMBLY- BEE SHEETS 1,4 C aFOR VANDOW AN �z 4 �wJf. "YVANDOW ANCHOR ...am TUB; LOCATIONS AND GKIn l�E LOCATIONS AND TAIANTITIEB.SEE SHEET T �1p MAX OCAWTmY5.8EE5HEET wWDOW T ]FOR ANY AODITI ED DMENBKIN S FOR ANY ADDITIONAL T ANCHORS REWIRED A• ANCHORTHES REWIRED \ T FOR THE FRAME FOR (4ASSEMBLY ASSEMBLYTUR �`ANCNm ASSEMBLY TUBE.DIMENSION ._.-. BEE SHEET 4 FOR AODTIONAL 6.AIAlE COtigIAtATIONa A LYNN MLlER,PE ...am N •• ••• • • • • • •• I • • •• • • • • • 4 • •• • • • • ••• •• •• ••• •• • • • •• • 4141• 00 000 • • • • 4141 • • • • • I 00 • • • • • • • • • • 000 • • • • • • • • • • • 0 41 • • • 4141 4141 4141. • 0041 • 4141 •041 • • FOR GLASS TYPES: 2)7/16'LAMI.(3118'AN-.090'SG-3116'AN PRODUCT1,9VISSID a. Fla" 6)718'LAMI.IG:(3116'AN-114'AIR-3/1(r AN-.090-SG-3/16"AN) � G„p°110 IG•oG 4.22 8)7/8'LAMI.IG: 3116'T-1/4'AIR-3116'AN-.090'SG-3/16'AN > o•• 1s •SD'S SENTRY YE YTERI.AR SY KURARAY AMERICA NC. TAB_E S: •�Aen ❑ 0w0,Pleeelw(p.4 314.wNmee,N AIS-D101p wM BIIi �- uW?!. S16R0' 8 W ' e.' x R of M.1? � L' n co ,.e.zr . 19 .eW-m tmAl 1a .en, .eW-19 KW-19 m .m-,a t & soE 161110 rYp-19 x10419 A 1 •W-1a •m1-19 •q-m rpry t9 rmMa I 6Y HW-19 .mFm rIW.MALL I . iiia «0l N-0A1 «-7e1 a n,rr repN9 rmLm •--Im.1 rpallaY Mi,a •BWII.• rF M.E «-IS! N-n] Wni ��..LDND I �W lW2 rY 414.T •YC-111.0 .d-1m.! -1 N01.a .71, «-MS SIDE 1>s wW-ta NW4aA ,YW-n1.1 WW11a.1 .EW-ta.1 rSWW.a ..n pV «.ns v -a'-- •05-19 .0W-V5.! -w.! -107.5 .0-101. eNe .FR1 t(SEE SHEETS 1.4A5FDA WNMWANCHOR J �� wW-ta reY-ttB.e .a-ws.e .ev.10�... .--m rFn LOCATIONS AND OUANDTIES. ,x .NN tm wW-nTa .m-1a.i •mwi .cams Z)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY J 1 ,N .0Gta0 .AW-1,8. •0'.1061 ,mlm OR HORIZONTALLY AS SHOWN. �ZIL FU -ABLE 9: J 11 pbb6PMNn E1KIb WbNw AttsMbelnm AmletlTT6 Z 0 JC WOODS •A LY 0 00 e v a6,st6• s I at-1r x e w• o u• N Ly Z WDesi fNaD Biala Am-OONp /Nob DINT Aa-Die1i Am-CNai AIeRlOwlp Am-GYwi S (J) N N N JXG&D B A,C.01 B 1 A B CSD A B C&D I A I B C 0 A B C •� Q' �� unYID- .mm . . m . .laV7.O . .roJ. a1.e ♦7aFat. H-m.1 .m B L Z A .mm .mm .mm .lv4D •.lam .ro•n.7 .rom rlo.eo .7a7e .low .ro: .M,.e •roa,l .rom .roa «i.a .m-77.1 •mm •.ma0 T7 LL b v .lam .wm •1Wa6 .7a/m .rom rmm .lam .1OFm .tim .mm .maa .-7.3.m'm1 rm.74.7 .NA0 .7 t .mml -m.11.1 •Fm.7 .haat .7Wm1 co M III.,Il .mm r701aB ,mm .7W-m .mm .lWm .mm .lam .rom .790 .m-T1.4 «m! .n'-al M401 «m4 .74 5.7aan0 «aal « A .TA�n.!.m-n! S2W 1? .mm •ma0 ,mm .ma6 .maD .lONO .tam .lam .1w0 .laa0 •1W-13B.10F7x1 •mal! .10.! «alb .mint :101nt «8z .F667 +Wyri a fn Ar •laa0 .ma0 ,mm .70110 :mm .lam ,mm . .two •11666 i . n r1m.0 «me .1W-7z6 rm.R6 3 Z V ti R .mao .nw1 .m+R ,mao .mw .lam .lvae.m+e.e •mmF.m.7n71«ax1 .1ura7 T EE „r .mm Ima6 •mao .mm .rom .mm .maN .m-n .m-n .mn Vl 5U .mm .nwo .mv6 .mm .rom .mm .lam gg O w W E U .tvm 4 W X .g 31 »THE WNDONB WIDTH A1W HB(iH1f ANr BE INVENTED. r • �n � s FIGURE FOR HORRDNTAL FRAM6 ASSEMSLYTUSE rr♦,^�..R .�., I Sn FIGURE FORVERTICAL FRAME ASSEMBLY TUBE O 4 FRAAE WINDOW ASSEMBLY WE SHEETS 1.4 A 5 r 5 W FRM`E SEE SHEETS 1.4 A 5 FOR DN6NSM -1g• FOR VANDOW ANGOR i 1 'Y WINDOWANCHOR g `� LOCATIONS AND e2 LOCATgNs AND pUANTITIES.SEE SHEET WIN00'W CUAMTITIF5.SFE SHEET 10'MAX !FOR ANV A1N:RIONAL { RFTHASK)1H SFOR ANYADDIT.ONAL I ANCHORS REOUIRED •A• ANC-IORSREOUIRED I FOR THE FRAME DWemDW I ENS;ION _ ANCH FOR THE FRAME ASSEMBLV TIKE. 1gMwID4 ( ASSEMBLY OBE. 'j 'B• r (4).IF RED. JI .A. ION A LYNN LIeLEi PF. SCE StlET O f011 ADDRgNtL BAIHE CON'M1URAlK1N6 P E1aMe { • • • • • • • • • • • •• • • • • ••• IS• • • • • • • • • f • • • • • • • • ISIS IS • • rIS • • • ••• • a i I ( ( FOR GLASS TYPES: 3)7/18"LAMI(3/16 HS-.OW SG-3/16 HS) WA1gelwl.ierrten. 7)7/8"LAMI IG:3118"AN-1/4'AIR-3116'HS-.OW SG-3116"HS) B.:Mile cw. 9)7/8'LAMI IG:(3/16"T-1/4"AIR.3/16'HS-.D90'SG-3/18'HS) A TlwN.I� 1 DIB TABLE 10: -W-SENTRV RLAYER BY KURARAYAMERILA INC. �tl D..Bn OrWrwNpq beYIB.VRds.NAWIa Ony. f/ ❑ iAeA tlr 1- _r_- -V I-.4r I 3e• 71-1? L- a x a a 67-VTLONG m -U 430 .eM-00 -0-120 .W-1a .eG-ta d- . ta war-fa m -ta -OU-fa ) S SIDE I IR1e• .ed-ta . -1a A-ISD . I. H 430 NN .W- .ia ta -ter .w eT• . NW-i .m.fa 1 .w-ta .fa .rr-1a .ata .infer .m-ta T 67- Nn-1a Nn-ia -1. .wta •en-m -30 •m-fa .w-fa .arvta .iv fa T �_LOtfw SNORT O T3' .an-1 .w-ta .in-la .id-la ..d-m -w-1a .m-1a .en-130 . 130 BIDE �1 610E I' W g rF .m-fa .a-m wv.1a .m.1a .err-uo .w-fa . 430 .a-130 a Imo. x .en4a .m-1a .. -1a .eta n- Hrr-= -m M .en-1a 1)BEE SHEETS 1 4 i a FOR WNDOW ANCHOR 1 fu• Na'-ter iia•-ter .etl.ta .eN-fa -1a -1a LOCATIONS AND DUNlfITIE& 134' .in-1a 2)TABLE DIMENSIONS MAYBE ORIENTED VERTK:ALLY J 1.Y .W-1a q'-1a wn-1a .m-1a OR HORIZONTALLY AS SHOWN. �Nz Q 1 J W TABLE n: e J O C9 LL Oriel Ascan mNaLwm..Aml.i Y.fMW M.d.tl3 TW. Y 0_' Q- .0 WYC..Gd..m'K N a o A m e. rlir3n Etate• m 31-10 x a x R a z [Aalp OIrW alar Arab Wro A.WCOIeIB AW7W G.- AWAr Gide A-Gmi -Glop O W � F M N /�C10 a A,C.G • A t CiD A e 0.0 A e C D A B C 0 Y 9 a ~ z ..1.a' . N .TnY .w.7.4 .w *?WW? .A.v .7Yf0 N wo.e .wao +Ail E7: - 52 .Ti'ii . .N3a .Nio.T. 8 a W 3awIr .caro .call .wicI .woo .)na .alio ♦No4D .w-TIT .wi0 .'NSD .wA .V4 .w41D .Aal.. *7" N 03 *M17,7.3 .wi0 .7ni3 If aY .wiD .wi0 .w4D .taa .Tdac .7nip .w4D .wi0 . .7nip . .waD .w4R .NiD .wi7.i .w-iD .TnM W W .call .a.a .IdW .w� .wip .RrW .wai .wJD .1WW .ltli0 .wiD .h40 •N�HO.wie wGm x .w-00 .TbW ewW .wW •Talo .moo .wao .wa3 .wio .THIO .call .w-f0 .TWW [36. 11P .7nio .NW .w410 -wie":wi0 .wi0 . iii 1x .7ni0 .7nW .nr-a .wW .lfi-W .w4a .TMp 11 THE YIINOOWS WIDTH AND HEIGHT ANY 0E IMV9lTm. Z,C FIGURE FOR HORIZON-AL FRAME ASSEMBLY TUBE n X FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE �_ ~4 A1Az _ FRAME aLv SEE SHEETS I.<i S FOR ObBNSION TUg FOR VANDOW ANCHOR WINDOW 1 Y �_63 Bm LWOW ANCHOR 9' _I LOCATIONS ANDOCATION AND 6 ryp�OW OUANTITIES.SEE SHEET T 1P AIAI. QUANTITIES SEE SHEET OrAEN310N 3 FOR NW V ADDITIONAL ANCHOR3FORAV AOOUIRED I- . •A' ANCHORS REOUIREDFOR THE ANCHORS REOUIITED _ FOR THE FRAME 1��MdSKNN�CADDITIONAL ASSEABLV TURF. CION AL HOR ASSEMSLV TUBE. e . T" 141.If REO. .A. I ) SEE aHCLT 4 fOR AD01TgNK BAN0.E CONFIOUNTKIN6 A LYNN A3LlH1,fE. .EANDnt I 41:6 • • IS V. • • • I 0:0 e1:0 000 0 IS 000 1 FOR GLASS TYPES: 4)7/8'LAMI.IG:(1/8'AN-7/18"AIR-118'AN-.OW PV8-1/8'AN) rnowcr ar>vlsF� �;awlFlynla.;a a.nuis 4VB'"BUTAC VB INTERLAYER BY KUiNNY AMEROIL INC. Dulaael O!Y TABLE 12; La ObP Pawlw P7 M e11PlYWMs,M Mos 0>p Ry ElBaeeel• r wra awls n-d� Jsw Jr K e4u� arw m or Ld10 w.a NM NM Nd- Nd-A Nd-A NM NMro . Nd• SHORT NMA •HMA Nd-A .mm •sY•» •m-A NMA NMm Nd•A Nd•A SIDEF-1 � m aT MMA NMm NMm •e0'-A NMm •ed-A w7o •aD'-m •ad-m NdA �! •ad]a MrA Nd- NM-A •tl'- Nd-A NlNa.a •OYCI.Y 7}� Lpp SNORT d MW •HMA •arA Md-A •d-A Md-ie MMA •AEA NMA Sm A M.O P elw .INTO .IOTA MU-A •Itl-A MYA NMA MM .INA.J � IL S eP • 40 — . m NMm •m'-A •aaAe •w'1L.! 1)SEE SHEETS 1,16 S FOR M DOW ANCHOR Lu O� ar •ad-TO Num •O-m •m-A •q'-m •mdt! .........—... _ LOCAl"II1N/OLIMIRIE& (L n .mm A NM NdeaA «-aI 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY J NMA .m-ro .ed-A .Aare OR HORIZMTALLYAS SHOWN I `Q a K Z TABLE 13: Q a DWla flw.s dlQM Wbes.AtlwbebaFPw NwY1 TNS t P- W�DbWba�• 33 0 El br.a llWf »aK »1z >r w MW Haw Y ad LU 1..1 O + — ADI c MWYOsq AlMp vb.e Mro anlq Mbla.aloa MWrgaq N d Z N M N N N ACaD e A B Cao A e C A CAD A e CAD eft W S (� mels m MUA .aa. •advo «mA Ma. aa+ «a1.e Nd- .m MMA •IdlT S S dF– p ea-tvto .mrm .ao-m .NMA .arm NMm Nw-A MMA .aat.e .a.A NMm ✓x.s .m.m «W.m .une .wA Mu.m .NI.J MMA .ao-m 8 H x Z ar MOI•A NKm .W-A .N4A NMm .N-A NMm NblJ .aV.A. .eMm MD'-m NMm •ap'.ro MMm N01-m MMro •aM-A MtlN.e .aMm N W beBB M' NMm ND'.m •eMA w" •arm NMA —o WMDVB •ADVO M 70 •aDVi.t •ep'.f! .IYMs Ma A •a0'd.e —QA Mi/ MNQ! e61K .edm Nd-m M m NY-m •ed-m NMA NMA • m Ndvm 010'40 •ede1.T •edeas a •ep'MA NMA NMN NMA •arA NMA •W-m MMA •aD'N Nrm •aG'.A •aeNl.i —4 .Oa.MJ N W er NMm ,arm .w.A .edm Num .erase;MdNaA .wel.H Ndxo .edea• 3 a NM m N,81A ;NdBi yy O (� b MMA • roq' En �/ Q �Q 11 THE WINOO"WIMIH ANU MBta11T WY DE IIIVERTTD. X LU LL r FIGURE FOR HORIZONTAL FRAME ASSEMBLY NSE j N a N FIGURE FOR VERTICAL FRAME ASSEMBLY TUBEo y 3 SEE SHEETS 1.e s e .9 d b 1p � '� ASSEMFRM,lEBLY SEE SHEETS 1,a e S FOR wIrDOW AJSEMBLr MAX. ANCHOR DIMENSION FOR WINDOW AVCHORL—OCA B' AND �iUBE OUANTTTIIES SEE SHEET 1?MAX.MO LDUANPITE8.SEESHEtT ^z wMJow J FOR ANY tDOITIONAL OOJENJION ANCH3 FORORS ANY hUUI D l ANCHORS REWIREDFOR ME is A' ANCHORS RAMUINtO I \ I FOR THE FRAME ��WWDOW ADDITIONAL ASSEMSLVTUBE. WeDdv `AA�jq> ASSEMBLY TUBE. pMENSION� NICHOR —�pMENSION�— 1.1.1E REO. I 6FE Si1EET/FDR ApXigIWL Wits CDNFGURATKX6 A LYM Ael1EN,PE P.l.a aeAS •• ••• • • • • • •• • •• • • • • ••• •• •• ••• •• • • • •• • ••• •• ••• f • • • • • • • • • • • • •• • • • • • • • • i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 f f0 ALUMINUM —SILICONE MOT#IEIT BIiTYI REINFORCEMENT pada DESICCANT FBI AREA STRUCTURAL BUTYLENE _ STRUCTURAL 3,18 NOM. 5/11 NON. l ASSEMBLY DETAILS POLYISOBUTVLEN —1/r NOM. SILICONEFWD BUTYL, 8/18 NOM ROLL-FORMED SILICONE SEAL WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL EXT.GLASS EM.GLASS EXT.GLASS EXT.GLASS \\ 1 INT.GLASS �A—INT.GLASS INT.GLASS —1YT.GLASS � KODISPACE SUPER DURASEA_L_® XL EDGE"' \\ \ 11 4SGTPS 7e SPACERSNXT'" OSPACER `SPACER 1.12r�f} \ \� ASR S REQUIRED .12r 2 PERTABLE 3, i _ .832• 993• INTERIOR SHEET 1 .018• � �23W' 2.701' T Ow 2.781AW _W T .o, Ow T TAetl le. .093' rm D.B.. D—Ipd- M.L FRAME HEAD. _!NST.HOLE COVER ANCHOR PLATE ADDON FLANGE 71 FRAME 1 7008 Main FNm.Hese SBI B lambs 90835 Akan. 1 SILL b JAMB #7007.6063-T6 #7071,6063.T6 �D #134,6083TS ASSEMBLYTUBE 2 7071 Andwr Plan 8063.5 Al— #7005,6033-TB 07004,6063-T6 3 707 IrtRAWon Hole Cover 8061.5 Al- 4 7010Frameom Cer Ke bad 5 7078 Tnme Oaskm Vi lFoam 10 7055 Rx.d Frame tale Pl. PVC ASO• 050' ' •17Y 72 1713 Setting Block 3rx 16-X I-21C 6pDM SS 1711 ISettim Nock 513r x 1-7/26',1-1/4' Ep01t ,666' 'I f .at6' 35 7036 8eadB 6776176 Alun. B L 36 700 p.tlC 1101115 Aa.. —T 37 7059 Dead D 1101115 Ak.n. 3e 1221 N BUIB W TAId1 Fas PVC 0 35 BEAD B BEAD C 37 BEAD D 39 lea VI fide 5a R.x PVC n #7036,608378 97042,6063-T6 #7059,806378 so Dow 899 S31oan Badbeddln PRODUCT R6VLS6D 70 131 Add-on Fl. 80635 Al— utg0yiq w4►.r Flai6 71 700a Crem.nt FnrMA 7uM 60635 Nun. B a0�' ,My�iy 140629. 86 i X 1-1/Y Quad Pn SNE Salnl..t 5aN SlAld.s.SMI INx.I.,.a ey: 0an- A..:oaa e: 90 a12x 1'PA.Pn.TEB smd...sad a JR 05/05/16 SPACERSTOTHIS 0 Fnodct My _ FenseE tly: Oau: Renr�on A P.rl# D..edp6on Hardee //f 75 Komnleding 4SG TP6 Spacer System ar: 7e C aneB Swerspacer nxrwm Not Men Butyl s••m 6 I E; (6. BOM AND EXTRUSIONS J ROSOWSKI Shoe/br 1070 TECHNOLOGY ORIVE .1 Cal.: n Ouse 171a.se.lSpaur MdeMa N VENICE.FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 78 Caldtlel)L Edge Spxer P.o.BOX 1529 RENCE -8717. 8 70 NLNUYf.;.rL 34274 /aoae :cotl: AI—MGIER RE CERT.OF TURN.129290 k.za CA-740 NTS n11 OF 11 MD-CA740F-LM B EaN eb I {{ {{{ { { { { { {{ { {{ { { { { {{{ {{ {{ {{{ {{ { { { {{ { { { { { { { { { { { {{ { { { { { { { { {{{ { { { { {{{ { { { { { { { { { { { { {{{ { { { {{{ { { s: -�--:-- - ROBERT S. MONSOUR PE. LIC 11955 REVISIONS Existing to Remain Existing to Remain Ad-U %) CONSTANT 0.00256 . O 0 9 GCPI - 0.18 16'-20'-26'-30'-40'-60'-60'e VELOCITY(ult)175 (a8d) •136 15 x x 0 KD 0.85 AULIJ Florida Building Code 2014.ASCE 7-10. EXPOSURE"D" MEAN ROOF HEIGHT I Garage E O O BUILDING CATEGORY RISK II EXPOSURE ADJUSTMENTS 1.03 r j o N 1 16 0z 00 10 x Bedroom ® LOAD TABLE FOR WINDOWS zv �� O x TOTAL SQ.FT. 350.41 0 xLU Ev5tin to Remain f 0° ' 9 x POS.PRESSURE NEG,PRESSURE v O W - - - - - - - w i - i J O _ MARK DESCRIPTION WIDTH HBG SQ.FT. P.S.F. P.S.F. ZONE APPR.# 1 2-CASEMENT(XX) 74 63 16.19 47.39 -62.44 END 16-0629.21 O 0 14 I L -Bath © 2A CASEMENT(0) 54 77.5 29.06 45.52 -49.67 INT 16-0629.22 x x I 2B 2-CASEMENT(XX) 28.5 77.5 15.34 47.56 -51.70 INT 16-0629.21 r , g Kitchen - LI- - 3 1 2-CASEMENT(XX) 74 63 16.19 47.39 -51.53 INT 16-0629.21 RECEIVED 4 1 2-CASEMENT(XX) 74 63 16.19 47.39 -51.53 INT 16-0629.211 x x 13 12 11 x r- I - 5 CASEMENT(X) 37 38 9.76 48.92 -53.06 INT 16-0629.21 3 8 Bath 5O AUG 2 9 1017 6 CASEMENT(X) 19 38 5.01 48.92 -53.06 INT 16-0629.21 •/��. N X X X 7 CASEMENT(X) 19 38 5.01 48.92 -53.06 INT 16-062P.21 '. • � ••• •• 8 H.R.(XO) 74 50 12.85 48.12 -52.27 INT 16-0714.13 " • • • x ONE STORY RESIDENCE I 9 H.R.(XO) 74 38 9.76 48.92 -53.06 INT 16-0714 1 •� • "• •• 19 O Dining Room Living Room ILO 10 H.R.(XO) 74 50 12.85 48.12 -52.27 INT 16-0714, Ln • Bedroom ® 11 F.D.(X) 37 82 21.07 46.55 -50.69 INT 16-06 L7••' ; • Exi5ting to Remain 12 S.G.D.(XXX) 128 96 28.44 45.59 -49.74 INT 16-06'-%%@&•• • :• 804, a •• m5ting to Rema'n O XAX X 13 F.D.(X) • 37 `82 21.07 46.55 -50.69 INT 16-06291 T i•• Y'•� • 14 H.R.(XO) 74 50 12.85 48.12 -52.27 INT 16-071411"; • • tENNT�KYEB A B O • 3 15 H.R.(XO) 37 38 4.88 48.92 -53.06 INT 16-07713 m x O 16 H.R.(XO) 37 38 4.88 48.92 -53.06 INT 16-0714.16 • OFamily Room 17 H.R.(XO) 53 38 6.99 48.92 -53.06 INT 16-0714.13 • ' • 20 Q O x O ! 18 F.D.(X) 37 82 21.07 46.55 -50.69 INT 16-0629.17 I x 19 H.R.(XO) 74 63 16.19 47.39 -51.53 INT 16-0714.13 O m x r 20A CASEMENT(0) 37 63 16.19 47.39 -62.44 END16-0629.22 f- X X X X 20B 2-CASEMENT(XX) 37 7 F'63 1 16.19 47.39 -62.44 END 16-0629.21 J 21 63 16.19 47.39 -62.44 END 16-0629.21 ERMIT 2-CASEMENT(XX) 74 63 16.19 47.39 -62.44 END 16-0629.21 U J Miami Shcros V111a J U- FLOOR PLAN SKETCH GENERAL NOTES: Q v) .,DATE U CONTRACTOR TO VERIfY ALL DIMEN51ON5. I ASCE 7 10 WIND COD ( 75 MPH) FRCP D (00O p Q 3. FLORIDA BUILDING CODE, 2014 J SCOPE OF WORK st�t�C1'�o �i�Nc�WMALL 4. MEAN ROOF HEIGHT : 15' IT) Z- �� _ 5. MIN. BUILDING WIDTH: 30' Z (�Q STATE AND OCtM'IY AIA.IFS AM REOW1T10NS O- ' G. ROOF INCL. 18 SERIES "CA-740" OUTSWING ALUMINUM CASEMENT WINDOW - L.M.I I . NOA: I G-OG29.2 I Y: 7. APLICABLE ZONE: 4 (INTERIOR), 5 (END). D• SERIES "CA-7401' FIXED CASEMENT" ALUMINUM FIXED WINDOW -'L.M.I-. NOA: i G-OG29.22 :' 8. RISIcCATEGORY II BUILDING. l ATE: !v 6-27-2017 SERIES "HR-710" ALUMINUM HORIZONTAL ROLLING WINDOW - L.M.I. NOA: I G-0714. 13 9. CONSTANT: 0.00256 N.T.S. . u u ; JOB Na ERIE D-77 ALUMINUM (DING GLASS DOOR 'N/ 90 I M.I A: I _ 2 10. KcI . 0. 18 I 107soe9SHEETtdlmp.l7 SERIES FD- 1 0 I ALUMINUM FRENCH DOORS W/WO SIDELITES- L.M.I. NOA: I G-OG29. 1 7 S S ;'SG 0" SL / 35 ^- L. NO G OG 9 OG 1 I • Kd : .85 � ,' SHEET LOCATION �ti �