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WS-15-3723�('C>W5 Ck (� � I ( \.- - �g q_ gip 6�� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING FEB 2 0 2015 FBC 20 Permit No. WS �J✓ 392— Master 9Z Master Permit ROOFING JOB ADDRESS: ® 1i tN City: Miami Shores County: Miami Dade Zip: 33 05:10 Folio/Parcel#: t 1— 310 1 — 0'�>LA — C> `SO Is the Building Historically Designated: Yes Flood Zone: lQ OWNER: Name (Fee Simple Titleholder): Ue- co-a0A Phone#: 321 23(o--IV?7 Address:-�-f4 e+ City: State: Fl— Zip: 33 LSC> Tenant/Lessee Name: .rte Phonet Email: ►r%>�+ CONTRACTOR: Company Name: �3Y Can Phone#: Address: f4lSO CCk G City: StaZip: 1 C� Qualifier Name: cio Phone#: State Certification or Registration #: L/ (Doertificate of Competency #: Contact Phone#:k�=22 qS,9 C, 21 Email Address: CA n.6 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $1, y Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ONew ORepair/Replace ODemolition Description of Work: U i Yl A p u, S 0 n (4 .9 r-CA)CO C2dio .9 Color thru tile: Submittal Fee $ ' Q Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Notary $ Radon Fee $ DBPR $ Bond Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ O`er 0 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) GL r -A c -\W - Mortgage Lender's Address q01 5cM W ''-S 4V C. City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 201-5-, by K V `�, Clur0 n , who is rsonally kno o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign:-'( Lk/► Print: My Commission Expires: 7 /2 l / 1$ APPROVED BY Signature Contractor The foregoin instrument was acknowledged before me this day of , 20 6 by =ia>�'� who is personally known to me or who has produced as identification and who did take an oath. NOTARY Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk Sign: e' °'", Isslc say �. EVAESGAR AGA Print: lJ EXPIRES. Jury 21, 2018 . My Commission Ex Iles: 8=184 T1Vu NO my PuW Unb whm SEE 11® Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk MiamiShoresVillage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner _ Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the elect to be exempt if construction industry may 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you maybe personallyliable for the worker co enation in'uries of anperson allowed t 3 work under this permit. Please check with your ty insurance policies DO NOT cover this type of liability. insurance carrier since most proper BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner /� Print Name: Lay rk k vpy a4 — Cdr Signature: �n 111 - State of Florida ) County of Miami -Dade ) Sworn to and subscribed before me day ofr , 201 n 0 G \` L`4ti4y6hitlP�idrr�`� SRA '0 GUEV4, .• �iS3101y •• i l• �` y12, zp,�Aq� . N. dfE 168329 : q Contractor Print Name: Signature: State of Florida ) County of Miami -Dade) ae,`A�UEV Sworn to and subscribed bef�`e,e. •°••.° day of :Zp (aJ -1 vu O rWip,;Ri%--m AN% of JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 10118/2014 EXPIRATION DATE: 1011712016 PERSON: DLA GLOVER FEIN, 453597188 BUSINESS NAME AND ADDRESS: GD PROFESSIONAL DOOR IN: 7061 WEST 14 COURT #5 HIALEAH FL 33014 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pursuant to Chapter 440.06(14). F.S.. an officeir of a corporation wft elects exemption from this chapter by filing a certificate of eladjon Under this WWII may not "=Vet berieft of compensation under this chapter. Pursuant to Chapter 440.06(12), F.S., Certificates of election to be exaMpt— apply only wiftri the Amps, of the business or trade listed on the notice of election to he exempt Pursuant to Chapter 440.05{ 13), FS, Notices of election to be exempt and certificates of election to be exempt shah be subject to revocation if, at any time after the fit" of the notice of the issuance of the cartilloata, the person nam` Pd on the notice of cOffillwite no longer meats the requirements of this section for issuance of a corfificate. The department shah revoke a certificate at any time for fathure of the person named or, ft certiftate to Meet the requirements of this section. DFS-F2-DWC-262 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (8511)413-16M Was JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 9/10/2013 EXPIRATION DATE: 9/10/2015 PERSON: ECHEVARRIA OSVALDO FEIN: 453597188 BUSINESS NAME AND ADDRESS: GDPROFESSIONAL DOOR INSTALLATION INC 2901 ALCAPULCO DRIVE MIRAMAR FL 33023 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pursuant to Chapter 440.05(14), F.S, an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation undo this chapter. Pursuant to Chapter 440,05(12), F.S., Certificates of election to be exempt., apply only within the Scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.06(13), lF.S., Notices of election to be exempt and certificates of election to be exempt shaft be subject to revocation If, at any time after the filing of the notice or the issuance of the cerdficat& the person named on the notice or certificate no WVer meets the requirements of this section for issuance of a certificate. The department shag revoke a certificate at any time for Wure of the person named on the certificate to meet the requirements of this section, DFS-F2-DWC-262 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 n,. Z IUU- /`1c p 1�/i O p s IL D O � m 8 O� LL N 0,J&- 2 U E � Z Y � 9 `ry O 0 Y m 8 -r D— ui o DATE '!ii,sG Ca=PT i is s_ t6 U lO SUI3JFCT TO COMPLIANCE WITH ALL FEDERAL p U M q.) c6 U w m i � M 0000 ch ; 0000 0000.. ••• ...;.. '. 0..00000.. m U 0000 •• • 0000•• m 'so 0000 : 0.000 00000 0000 0 000• 0. CO • . .. - 0000 000000 00:9: ' Cf) • ; . • 0000.. - 0 ' • • 0000.. • • • •0000• 00 0 -r By DATE '!ii,sG Ca=PT i is El DG DEPT lO SUI3JFCT TO COMPLIANCE WITH ALL FEDERAL SIAM ANI) COUNTY RULES AND REGULATIONS Contractor: -- Data: Drawn by: Superior Replacement Window & Door, Inc. 212/15 Fachada Designs Lic. # 03BS00463, SCC131151253 sh"t h.sas` ses° `m 14250 SW 136th Street, Bay # 13 - Miami, F1 33186 Ph. 305-256-1411 01 Of 01 Mobft ssa OM79 rV 615Y 0 E N G C 0, inc. Engineering Services - CA 8116 5595 Orange Drive Suite 201 Davie - Florida - 33314 Tel: (954) 585-0304 Fax: (954) 585-0305 Email: Engco@AOL.com REFA: w 15-7 Date: 2/5/2015 Contractor. Superior Window/Door Replacement 14250 SW 136 Street Bay 13 Miami, FL - 33186 Job: Caron Residence 30 NW 94th Street Miami Shores, FL Wind Load Calculation for Components and Cladding under ASCElSE17-10 (chapter 30) Florida Building Code 2010 Mean Roof Height: (MRH) 15 Feet Low Rise: Buildings with MRH<= 60' and MHR <= B ease ; • • • • • 6. 9 .9 6 0000. Cladding Elevation 15 Feet Minimum Width: (B) 38 Feet zone 4 (+) 1.00 zone 4 (-) -1.10 Figure 30.4-1 (walls) zone 5 (+) 1.00 zone 5 (-) -1.40 096.9. e..9 0000. Roof Slope ;i Roof Slope VdIdWon Factor•6 69 . 699969 • of 6.696 Basic Wind Speed 175 mph Use Figure 26.5-1A or FBC 2010 08:66: . • • 6 6 • • • • • Risk Category: II 0 90 99 6099 666.99 . 9 9 6 • Exposure C a Zg 6.... (Section 26.7) 9.5 900 0 • • • 0 :0480: • 000 6 9 9 Exposure C: Open terrain with scattered obstructions height less than 301t. Open country , grasslands 00 0 Building Type Enclosed3fV (Fully and Partially Enclosed - Section 26.10) Kd - Table 26.6.1 0.85 0.85 Use of .85 with Load Combination specified in 2.3 and 2.4 Kz - Table 30.3.1 0.85 Kh -Table 30.3.1 0.85 Kzt -Section 26.8 1.00 To be used when hill height H >=15' Velocity Pressure (qz) 56.57 Psf qr-0.00256. Kz . Kzt . Kd. V-2 Section 30.3.2 Velocity Pressure (qh) 56.57 Psf gh=o.00256 . Kh . Kzt . Kd . V^2 Section 30.3.1 Tributary Area 10 ft2 I GCpi (Int Pressure) 0.18 6 -0.18 Section 26.11 GCp ( Ext. Pressure) zone 4 (+) 1.00 zone 4 (-) -1.10 Figure 30.4-1 (walls) zone 5 (+) 1.00 zone 5 (-) -1.40 Wind load Psf positive Psf negative Psf Zone 5 for units located less than 46' from building comers Wind load combination factor 0.6 0.6 zone 4 40.1 -43.4 zone 5 1 40.1 -553.6 End zone (a) 46 INCHES Notation: (a) -10% of the least dimension or 0.4 of mean roof height, whichever is smaller. Also (a) must not be less than either 4% of the least dimension or 3 feet. ENGCO INC HAS NOT VISIT THE JOB SITE -� WIND LOAD BASED ON CONTRACTOR INFORMATION. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. 2/5/2015 Sheet W 1/1 [ PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL', Contractor. Homeowner: SRW & D, Inc. Kvie & Laura Caron *044 21032 SW 91 Court, Culler Bay, FL 33189 30 NW 94 st, Miami Shores, Fl, 33150 • • •. Tel: 305-256-1411 / Fax: 305-2W9411 • Lic. # 03BS00463, SCC131150259 • • Mark Window ! Door Type Approvals Width DPS (+ DPS (•) 1 Plas o - 2 panel fiberglass door L15210.1 36 .0 5.0 2 PGT - SH700 - Winguard SH Series 700 NOA # 11-1013.14 37 q3/8 0 ' 3 PGT - HR710A - HR710A Aluminum WG NOA # 11-1114.04 74 • T5.0 ?5.0•4 PGT - HR710A - HR710A Aluminum WG NOA # 11-1114.04 74 • fS0 7rb4 •5 PGT - SH700 - Win uard SH Series 700 NOA#11-1013.14 37 • .0 OU 6 PGT - SH700 - Winguard SH Series 700 NOA # 11-1013.14 37 38 3 .0 80.0 7 PGT - SH700 - Winguard SH Series 700 NOA # 11-1013.14 37 505 064.0 80.0 88 PGT - SH700 - Winguard SH Series 700 NOA # 11-1013.14 37 38 3 8 .0 Q 8b PGT -Aluminum Mullion NOA# 13-0815.05 lx4x.375 .0 170.0 8c PGT - SH700 - Winguard SH Series 700 NOA # 11-1013.14 37 38 3/8• 64.0 89.0• 9 PGT - SH700 - Winguard SH Series 700 NOA # 11-1013.14 191 /8 383/8 64.0 - UP 10 PGT - HR710A - HR710A Aluminum WG NOA # 11-1114.04 551/4 391/4 75.0 75.0 11 PGT - SH700 - Winguard SH Series 700 NOA # 11-1013.14 26 251/4 64.0 80.0 12 PGT - HR710A - HR710A Aluminum WG NOA # 11-1114.04 951/2 471/2 75.0 75.0 13a PGT - PW701 H Winguard picture window NOA # 13-0502.03 191/8 511/2 80.0 80.0 13b PGT- Aluminum Mullion NOA # 13-0815.05 l x4x.375 170.0 170.0 13c PGT - PW701H Win and picture window NOA # 13-0502.03 191/8 1 51112 80.0 80.0 13d PGT- Aluminum Mullion NOA # 13-0815.05 1x4x.375 170.0 170.0 13e PGT - PW701 H Winguard piclure window NOA # 13-0502.03 191/8 1 511/2 80.0 80.0 13f PGT- Aluminum Mullion NOA # 13-0815.05 ix4x.375 170.0 170.0 13g PGT - PW701 H Winguard picture window NOA # 13-0502.03 191 /8 611/2 80.0 80.0 14 PGT - PW701 H Winguard picture window NOA # 13-0502.03 74 3/4 511/2 72.4 72.4 ••s••• • • • 000.0• ••0so0 • 0 ••00• • 0 ••0•• •••••• • • • 000• • 0 ` • Florida Building Code Online Page 1 of 4 PL # Fi15210-R4 ASTM D1929 1996 ASTM D2843 Application Type Revision 1998 ASTM D638 2003 Code Version 2010 ASTM E84 2005 ASTM G26 Application Status Approved 2005 Comments • • . •.. .. • • • • Archived • • • • • • • •••••• • •• •••••• Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. • • •: e • • • • Address/Phone/Emall 5200 W CENTURY BLVD. • • • • • • LOS ANGELES, CA 90045 • • • • • (440) 969-9773 Ext 16 • • • • • • • • • • • • rickw@rwbidgconsultants.com • • • • • • • • • • • • • • • •• •• •••• •••••• • Authorized Signature Vivian Wright 000 • •• dckw@rwbldgconsultants.com • • • • • • • • • • Technical Representative Scott Johnson • • • • 000 • • Address/Phone/Emall 5200 W Century Blvd. • • • Los Angeles, CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnett@ptastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R4 COI CERTIFICATE OF INDEPENDENCE odf Referenced Standard and Year (of Standard) Standard YNK ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 h4s:llwww.flori&building.org/pr/pr 9-P==wGEVXQvADgv3yVVKJZ1 Q... 2/17/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15210 R4 Eguiv of STANDARDSxdf Method 1 Option D 07/01/2014 07/07/2014 07/08/2014 08/25/2014 Page 2 of 4 1994 • • •••• •••••• •••••• •••••• FL fF Model, Number or Name Description • • • • • • • 15210.1 a. Smooth/Wood Grain/White Wood 618 Opaque "Im act" O ue Fiber lass 9iA 0 Door - P 9 • • • • � Grain/Rustic/Mahogany Series O Inswing/outsreing (X - Configura • : as Fiberglass Door Created by Independent Third Party: Yens Design Pressure: N/A Limits of Use Installation Instructions • • • • 000000 Approved for use in HVHZ: Yes FL15210 R4 II INST 15210.1. df Lyndon F. Schmid 63409 product particulars. Approved for use outside HVHZ: Yes Verified By: Impact Resistant: Yes Created by Independent Third iParty: lips • • Design Pressure: N/A Evaluation Reports •••••• Other. See INST 15210.1 for Design Pressure Ratings, any FL15210 R4 AE Eva] 15210.1! df • • additional use limitations, installation Instructions and Created by Independent Third F : Yes ' "• product particulars. • • • 15210.2 b. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Stdelite or Sidelites - Inswing/Outswing (OX or XO; OXO - Configurations) Limits of use Installation Instructions Approved for use In HVHZ: Yes FL15210 R4 II INST 15210.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yens Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R4 AE Eval 15210.2.pdf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. 15210.3 c. Smooth/Wood Grain/White Wood Grain/RuSWMahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - InsMng/Outswing ()0X; OXXO - Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R4 II INST 15210.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.3 for Design Pressure Ratings, any FL15210 R4 AE Eva] 15210.3.0 additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.4 d. Smooth/Wood Grain/White Wood Graln/Rustic/Mahogany Series O Fiberglass Door 618 "Impact" Glazed Fiberglass Single Door - Inswing/OutswIng (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R4 II INST 15210.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL15210 R4 AE Eva] 15210.4.pdf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or X0; OXO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R4 II INST 15210.5.pdf https:llwww.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgv3yWKJZIQ... 2/17/2015 Florida Building Code Online Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.5 for Design Pressure Ratings, any FL15210 R4 AE Eval 15210.5.ndf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. Page 3 of 4 15210.6 f. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 6'8 "Impact" Glazed Fiberglass Double Door with or without Sldelites - Inswing/Outswing (XX; OXXO - Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R4 II INST 15210.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R4 AE Eval 15210.6.Pdf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. Other: See INST 15210.7 for Design Pressure Ratings, any 15210.7 g. Smooth/Wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 810 "Impact" Glazed Fiberglass Single Door - OutW"(X - Configuration) • • : • • • 9690* • • • Limits of Use an 0 Installation Instructions FL15210 R4 II Inst 15210.7.r *: • • •• • • • • • • • Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidir; Orfs 43409 • Impa Resistant, Yes Created by Independent Third P#rjX;•Yes • • • Design Pressure: N/A Evaluation Reports • • • • • • • • • • Other: See INST 15210.7 for Design Pressure Ratings, any FL15210 R4 AE Eval 15210.7.M FL15210 R4 AE Eva[ 15210.10.pdf additional use limitations, Installation instructions and Created by Independent Th:rdfs"oYes • • • • product particulars. 000000 • • • • • • 15210.8 h. Smooth/Wood Graln/White Wood Grain/Rustic/Mahogany Series 0 Fiberglass Door 8'0 °Impact" Glazed Fiberglass 6 ng w with Sidelite or Sideiites - Outswing (OX or XO! OXO - tonrigu0n%rjsj • • • • Limits of Use Installation instructions • • • • • • • •. • Approved for use In HVHZ: Yes FL15210 R4 II Inst 15210.8.0 • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings, any FL15210 R4 AE Eval 15210.8.pdf additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. Evaluation Reports 15210.9 1. Smooth/Wood Grain/White Wood Grein/RusticJMahogany Series O Fiberglass Door 810 "Impact" Glazed Fiberglass Double Door with or without Sidelites - Outswing (XX; OXXO - Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R4 II Inst 15210.9.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Reshftnt: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.9 for Design Pressure Ratings, any FL15210 R4 AE Eval 15210.9.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Evaluation Reports 15210.10 J. Smooth/Wood Grain/Whlte Wood 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R4 II INST 15210.10.pdf Approved for use outside HVHZ: Yes VeNfied By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, FL15210 R4 AE Eva[ 15210.10.pdf any additional use limitations, instaliati m instructions and Created by Independent Third Party: Yes product particulars. 15210.11 k. Smooth/Wood Grain/White Wood 810 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Outsoftg (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Insta:iation Instructions Approved for use In HVHZ: Yes FL15210 R4 II INST 15210.11.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.11 for Design Pressure Ratings, FL15210 R4 AE Eval 15210.11.pdf any additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. •••••• • •••••• https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 2/17/2015 Florida Building Code Online Page 4 of 4 15210.12 I. Smooth/Wood Grain/White Wood 810 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of use Installation Instructions Approved for use In HVHZ: Yes FL15210 R4 II INST 15210.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, FL15210 R4 AE Eval 15210.12.Ddr any additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.13 m. smooth/wood Grain/White Wood Grain/Rustic/Mahogany Series O Fiberglass Door 8'0 "Impact" Opaque Fiberglass Single Door with Surface Bolts - Outswing (X - Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R4 II INST 15210.13.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports . • • • • • Other. See INST 15210.13 for Design Pressure Ratings, FL15210 R4 AE Eval 15210.16. df • • • • • any additional use limitations, Installation instructions and Created by Independent Third dr : Y3s • • • product particulars. • • • 15210.14 n. Smooth/Wood Grain/White Wood Grain/Rusbc/Mahogany Series O Fiberglass Door 810 "Impact" Opaque FiberglasSGdt Fe*Ooor with SlMace Bolts on Active Door panel - Outslnirg()O(-•Car& �uratio n) 000000 0 • Limits of Use Installation Instructions • • • • • • see* Approved for use In HVHZ: Yes FL15210 R4 II INST 15210.14-0% • • • - • - a • Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmid, P.C. 43409 Impact Resistant: Yes Created by Independent Thircir :OTS • Design Pressure: N/A Evaluation Reports • • • • Other. See INST 15210.14 for Design Pressure Ratings, FL15210 R4 AE Eval 15210.df 000000 0 any additional use limitations, installation instructions and Created by Independent Third4. product particulars. • 0 • as • • • 15210.15 0. Smooth/Wood Grain/White Wood 810 "Impact" Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series O WINDSERT— an operational window Insert - Outswing (X - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R4 II INST 15210.15.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant- Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. See INST 15210.15 for Design Pressure Ratings, FL15210 R4 AE Eva] 15210.15.Ddf any additional use limitations, Installation instructions and Created by Independent Third Party: Yes product particulars. Back Meat Contact Us:: 1940 North Monroe Street. Tallahassee Fl. Phone, 850.487-1824 The State of Florida Is an AAIM employer. Copyright 2007-2013 State of Florida.:: l?rivacy :: Accessibility Statment :: Refund State Under Florida law, emall addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 859.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, lienees licensed under Chapter 455, F.S. must provide the Department with an emall address N they have one. The emalls provided may be used for officlal amnuntation with the licensee. However snag addresses are public record. If you do not wish to supply a personal address, please provide the Department with an eman address which can be made available to the public To determine if you are a Ikea under Chapter 455, F.S., please click hgEL. Product Approved Accepts: Ej WE M CreditSArFE 0000•• • • • 0000•• o • 0000•• 0000• 0000• 0666•• • • • •660•• e • ••600• • https://www.floridabuiIding.org/pir/pr_appjtI. aspx?param--wGE VX Qwt)gv3yVVKJZIQ... 2/17/2015 . . .•. . . • ... .. .o . . . .o .. • . • • • • • • • . . . . ... . . . . ... I ,: •• • • • • • • . ern • ••• ••• • ••• • a s t 5200 W. CENTURY BLVD. LOS ANGELES, CA 90046.. .. ... .. Smooth / Wood Grain / ily% x'14 raiit Rustic /Mahogany- • • • • • • • Series O Fiberglass Door INSWING / OUT'SWING "IMPACT GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High velocity Hurricane Zone" (HVHZ). 2. Product anchors shag be as listed and spaced as shown on details. Anchor embedment to base material shag be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Ronda Building Code and does riot require an Impact resistant covering. 4. When used in areas outside of the "HVHT' requiring wind bome debris protection this product compiles with Section 1609.1.2 of the 2010 FBC and does not require an Impact resistant covering. This product meets missile level "D" and Includes wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Oufswing configurations meet water infiltration requirements for "HVHP. All other configurations do not meet the water Infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 37.x' MAX. OVERALL r— FRAME WIDTH N 113 TABLE OF COMM SHEM DESCRIPIMM I T I elevotimr, deegn premm, & general notes 2 Door panel details 3 Horizontal cross section 4 vertical cross sections - 53 -point lock detalls 6 3 t det 7 cis ark home anchoring B I components 9 1 BN of materials 37.x' MAX. OVERALL r— FRAME WIDTH N 113 E 37.50" INSWING x +75.0 -75.0 82.00" 37.50" oursWlNG x +75.0-75.0 81.13" See sheet 2 for hardware design pressure limitations vj N.7 S. 3. BY.. JK c BY. LFS MM Ww FL -15210.1 Er —L OFA :\A - Protects\Proiect Folders\oroi 1SDI - 1600\PF 1548\D. RW8C Drrnxk=\2D10\FL-152IOxMQ.2.1 792rMAX.OA. HEGH1 FIBERGLASS DDDR PVakfto FL. PhmEe Nos 873.86997®7 33$96 PARE ORA ASSEMBLY; ROM. board of Protmbnd E o u x NDDDR PANEL DETAILS oWm�atQ « 2•e6 -,et. (1 Lyndon F. Sdwrddt, P.E. No. 43408 ® aGEE a w.w. ww�o,u�a emwwu�rsara �Ne_ 4040•••• • • • 4040•••• •4000•• 4040••• 40.40•• 0600•• • • • 00.000 •••••• 9 • AA - Prajech\Project Folders\prof 1501 -1600\PF MAD. RWSC D►awUrgs\2010\FL-13210.dwg, 3.1 6e p c d n o e MR, I wI-ml_qm MvT _ e o - u � o - A Q 0 ,I, Lm, E 0 L y W nt 0 ® 901 2 R.W. BUILDING QDNBlILTONTD IND PLASTPRO INC FIBERGLASS DOOR Kr OR ASSEMBLY: HORZOHTAL CROSS SECROHS U y P.O. fl CON9ULTANTB. 82C. Box 230 Yalriao Pi. 338.8 Pheno Ne.: 813.839A/.7 fimida Booed of ~081110nal EftPW to C.twkota or /n�MHmOon jJa. @813 Lyndon P. Bolmddt. P.E Ko. Ai40➢ 0000.. 0000•• •••••. 0000• 0000• 0000•• • • • 0000•• • • ••0.•• ••1B - Pmi Mmpmi.+Fddc v.,qt 15M - t WPF 159610. mNK OfafgUw1i71M -1R10A % 4.1 0 20 12 R.W. BU - No QONI LTAWO 1a 9000•• • • • •••••• 9999•• ••••• • 9••••• • 0 • 9*000: •0•••• r v � � •, P t F P v c 9w .bXy (<p •_.aO. �v '�. a av ' yy v op o v v • > v AOF '° '� • • CIC � R! • Y PYP.) • • • • • m 9999 •• • m 9999 •• gyp 9999•• • A 9999•• rei °p so • • • e ° h o D _ A Z m n. m 1-114*MK EIAIL � s .a se n n a D p' ° D n n. e D a V a n' z .a D' e DO n ° n 1-114° ANN. �► v �+ Be.(ryp.) PR06UCT pp %r _ PLASTPRO W_ FL spa JL PFSERMASSPS $ I, a+adAim N $ N y of Protasdaderwtcu Erroimera W PART OR ASSEY�Y: ` x to SECRONS as VERTICAL CROSS G' !G IZ -� Lv dm F. Sdwrddt. P.E. Nd. 43409 0 20 12 R.W. BU - No QONI LTAWO 1a 9000•• • • • •••••• 9999•• ••••• • 9••••• • 0 • 9*000: •0•••• c ,�- OVERILLI. HEIGHT m HANDLE HEGHT a 1 qZry • dip° • m m m� D �sf ia0v • • •..• 1 � r3rl►.. • • • • 1 4.0 _ • • • • r0.1 t° `— ��x • • •..•.• i ® Q ® o •• •• ••.• 1 o • . • 1 ® C==30C g --u.1° /7* Ar �pCONVAJAMM w- o MSTPRO IMM JL P o e011 asa Valdao PL. 335M FMERRM AtDOORPhmro No» 813..88-0187 N �` PARE OR SLY. i7aWo Board of ProJeadollW ¢ecpGwr. Caf18i¢abs � 8873 P� a x -- 3-r�rnMr A SOCK DETAILS 2 SIO Lyndon F. BOMdd4 Pm No. 43408 0 2012 R.W. BUILOIN. QONaULTpNTB ]NO :\A - Projects\Project Folders\proj 1501- 1600\PF 1596\D. RWBC Drawgs\2010\FL-15210.dwg. 6.1 Soso • • • • Soso Q, • os• • • • • • 00 •SSS• S• • •• • r�N�r SSSS• •• Cs ••••i• SSSS FDi77 *0000000 • SSSS• •••••• • n q R ® ® • • • 0 SSSS•• • • • see • • • X S N O P 2425' 230° 150 f� PRODUCT: PLASTPRO Clocurmords p Proparod iW. 7`pc N FIBERGLASS ODOR r/L conrrs 949 P.O. Box 239 Valeo PL. 33388 PFwtro No« 813.x.9797 R N y pr PART OR ASSEMBLY: Flared* Board of Ploraalwtal EaWwus Oy N N 1d0gtifiaab rof 9813-/ 3—Po1n1r LOCKDETAILS Z• 2 REVISIONS I Lyndon F. SOMU t. P.E. No. 43408 '6012 R.W. BUILDING CONBULTANTB INC. :\A - Projects\Project Folders\praj 1501 - 16W\PF 1596\D. RWBC Drawings\2010\FL-152i0.dwg. 7.i 0 a o rya ` 0 le MAX aid s 0••000 • .• • ena3 m •.•..• • 31.19° • •.•• • • • • •Goes• jil �x N� a p t�jj 7C VI ro (C) 201 2 R.W. ewto�uo QOO�eutrswrB Iwo :4 :4 WMAX 6° Q.C.(i -) Z- °. 5.9' __� L 390tH" � I PLASIPRO INC (� fbt$�TAPfi9. .IC. dL P.O. Bmc 2$0 V�tmo FL S3eso F1 r D wmn. as 9i3..0•A,07 ART OR ABY: BUCK AND FRAME ANCHORING O Dowd of Pot F'' owtWoots Or ris.Wo 1 9813 / 2> tb- m :4 :4 WMAX 6° Q.C.(i -) Z- °. 5.9' __� L 390tH" � I PLASIPRO INC (� fbt$�TAPfi9. .IC. dL P.O. Bmc 2$0 V�tmo FL S3eso F1 r D wmn. as 9i3..0•A,07 ART OR ABY: BUCK AND FRAME ANCHORING O Dowd of Pot F'' owtWoots Or ris.Wo 1 9813 / 2> tb- 0000.. • 0000.• 0000.• • • • .000.9 :\A - Projects\Project Folders\prof 1501 - 1600\PF 1596\D. RW8C Dmwhgs\2D10\FL-15210.dwg, 8.1 r 1.7S 6 y • 0000 .� e••�•�s-175' a e••e •• • 0• •• 00 see• y • • • ^3 •• • • • e • 0.65 V A wo,C CIS S I 0.931 S� i� N PRODUCT: Bemermoft Proparod o c�NsuLUN,s. a4c. I N PiASfPRO INC. ✓L P.o. emc z3o va4ko FL Asa Prro� �.: B,seaa.•,•� N y w PART OR ASSEMBLY: FbRda Board of Profe**W l Dgbm wo R y Caedtkx s Of Na. sm PQ NO DATE BY COMPONENTS �TYF-- t16 •tZ, • REVISIONS Lydon F. Sabn�L RE No. 43408 ® aoi a a.w_ eu��mror. QeNau�reMr.. SND_ *see:* • • • 0060•• 0000•• ••••• • • 0000• •009.0 • • • •999•• 0000•• •• •. • • ... .. • 84L84L oFMA ... .. • rte• c>1x»1 • . . . . • .• .v A 1X BUCKSG�0.5.5 • .. ho ••• i •• ' J N 8 �(BUCI: SG>� 0.55 WOOD n C 1 /f MAX. SHIMSPACE - D 1 /� X X/4H3PFELCO OR PIW CONCRETE SCR • • • • • • s • • Si6Rl � MASONRY - 3,192 PSI MIN. CONCRETE CONFORMWG TO Ad.: • • • • • • ��� Ida$ 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 • • • • • • ti G 1/� X 4 PRi aC0 OR RYV CONCRETE • • • • SCREW • • • • • C60i$ H 3/16 x3-1/4"PFH ITWCONCRETE SCREW STEEL 1 1l,C' X 1-314" PFH ELCO OR IiW CONCRETE SCREW STEEL L #8 X 2-1 PFH OOD SCREW STEEL. 1 POLY FIBER JAMB COMP. ! vINYI 2 FINGER .JOINTED PINE FRAME WOOD r WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 �' X 4' SUIT HING Ei STEEL l #9X 3/4 PFH WOOD SCREW STEEL 22 3 NT'TONGU MULTI -POINT L ET (Mfg. Y HOPPE) STEEL 23 MULTI -PONT 5118 PLATE (TONGUE SYSiEAA) STEE 25 LATCH AND T STRIKE PLATE (TONGUE SYSTEM)L STEEL LATCH STRIKE PLATE ST 2-8BOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM I 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWINGTHRF�HOLD ALUM/WOOD 32 OUTSWINGTHRESHOLD ALUM/WOOD 33 OUTSVYING THRESHOLD ALUM/COMPLU 34 OUTSWING THRESHOLD AM/WOOD 36 INSWINGTHRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANG. - SEE DOOR PANG_ DETAIL SHEET FOR CONSTRUCTION DETAILS 55 #10X1-i/7'PFHSCREIN STEEL 57 BACKING PLATE STEEI- 58 #8 X T PFH W5 STEEL 60 MULTI-POINTSFRIKE PLATE ST®. 2 62 LOCK ASSEMBLY STEEL M02/16/12 i N.T.S. j sr•. M JK m cm sr: LFS 3 Dpom mw FL -18210.1 0 sneer �� n HMNIAMM!D MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 26th Shv4 Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315--2510, F (786) 315-2599 _NO►TICE OF ACCEPTANCE (NOA) EMMIRML4whafv_t ud PGT Industries 1070 Technology Drive Nokomis, FL 34275 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. 000060 DESCRIPTION: Series "SH -700" Aluminum Single Hung Window — L,I J. • APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung WkWow, Im0adr,,9heets.l,•;;• through 11 of 11, dated 09/01/2005, with revision I'D" dated 10/07/2011, prepared try manufachm, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product CMUrol Rgvjsiop sianw •' with the Notice of Acceptance number and Expiration date by the Miami—Dade *Wnty Prbdubt Control ; • • • ...... .... ..... Section. • .... ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant, � • • � • � • • LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Plotection Ddb shall be••.• required for Glazing Option "M" at installations above 30 Ft. above ground (See shtA i of 11).' ' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city,•st%, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. 'Phis NOA revises NOA No.114405.10 and consists of this page 1, evidence pages E-1, E-2 and E--3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 1 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 Page 1 SGT Indus NOTICE OF ACCEPTANCE: EVIDENCE SUBMYTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1'L-4957, dated 10!03/46, signal and sealed by Edmundo La .rgaes ... pada, P. E. • • ...... (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading ptO r jW TABS W-94 .... • 2) Large Missile Impact Test per FBC, TAS 201 -*W ...... • 00 so 0 3) Cyclic Wind Pressure Loading per FBC, TAS -94 : ..... along with marked -up drawings and installation diagram of an-linum Wigle hung :.. • window, with fin frame, prepared by Fenestration Testing' 1 0;ratory; -lac, Ted • • • Reports No.'s FTL-4958 and FTIr5063, dated 10/03 and 1both steed and..:. sealed by Edmundo Largaespada, P. E. : ""' (Submitted under previous NOA No.07-0322.06) • •4 0:0:0: : Mi 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2019 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4b45, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-4322.06} 4. Test reports on:l) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and ITL -4723, dated 10105 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NDA No. 01018.01)�Y. � t Ja me D. Gama P. E. Product Control Section Supervisor NOA No. 11-101&14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGTInfttr�i,_es NOTICE OF ACCEPTANCE: EVIDENCE,, SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Eby Test, per F13C 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018.01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBG 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 -tip drawings and installation diagram of arkluiNnumdiAtte hung• • • window, with fun frame, prepared by Fenestration Testing J,gb�;atory lig ; Teal: • • • ; • Reports No.'s FTL-4948 and FTL,4646, dated 08/10/05, bolbsiped and sealed by Edmundo Largaespada, P. E. • • • • • • • • • • (Submitted under previous NOA No. 05-1018. 01) • • • • • • • • • • • .... ..... 00 C. CALCULATIONS s : • •: •; •. 1. Anchor verification calculations and st'ru�iural analysis, com lying with; Fjjf :: 200'x,• •' • • dated 01/11/2011, prepared, signed and sealed by Robert L. C rlq 1;. E.• • :0090: Complies with ASTM B1300-04 '..' (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0323.05 issued to Solutia Inc. for their "Saflex and Vaneeva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gaseo ►, Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E--2 PCT Industries NOTICE OF ACCEPTANCE: EVI ENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC 2010, dated October 07,2011', signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL 4957, FTL-4958, FTL-5063, FTL4645, FTL4649, FTL--4723, FTL4947, FTL-4654, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10105, all signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07-0322.06 and 01018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series "SH -700 Aluminum Single Hung Window - L.M.i.", approved on 04/21/2011 and so** expiring on 03/23/2016. . . 8888 8888.. 800.99 9 .. .0080. 0000.. 8888.. .009 .. 9 8888 . .. 8888. . 8888.. 8888 8888. 8888 8888 8888.. .99.9. 8888.. .. 8888.. .. . .90 9. . Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 1 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ® GENERAL NOTES: IMPACT SINGLE HUNG*FLANb&ANa 14TE•GRAL•F1T4%IIND0WS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 811W LAMI CONSISTING OF (2) LITES OF 1/8' ANNEAM 61•J06S WITN AWOUVONT MX*ACIT'¢ OR SAFLEXI(EEPSAFE MAXIMUM PVB INTERLAYER. B. 8118' LAMI CONSISTING OF (1) LTTE OF 1/8° ANN" GL60 ARID (1aLMIDF:W 14EAT�STRfiWaFiENED GLASS WITH A 090 DUPONT BUTACITE OR SARMMMEPSAFE MAXIMUM PV8 INTERLAYER. • • • • • • • • • C. 6M8' LAMI CONSISTING OF (2) LITES OF V8' HEATNTRENiI* ENE00LASS NTH AN .OSI DUPONT BUTACITE OR SAFLEX/KFEPSAPE MAXIMUM PYS INI'ERLAYEFt D. 7/18' LAMI CONSISTING OF (2) LITES OF 3/18' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLWKEEPSAFE MAXIMUM PVB INTERLAYER E 718° LAMI CONSISTING OF (1) LITE OF 9118° ANNEALED GLASS AND (1) LTTE OF 3118" HEAT STRENGTHENED GLASS WITH AN .O DUPONT BUTACITE OR RAFLOWEEPSAFE MINIMUM PVB F. 71191' LAMI CONSISTING OF (2) LITES OF 3!1917 HEAT tW PONT' BUTACITE OR SAFL MEEPBAFE MAXIMUM POB INTERLAYER G.13/18' LAMI IG: (1) LTTE OF i/8' TEL91E M GLASS, =�9 NDN Wm RIR iG OF (2) Lim OF 1W ANNEALED GLASS WITH A .090 DUPONT BUTACTE OR SAFLEXKEEP8AFE MAXIMWA MB*ffW AYEtf • • ® H. 13110' LAMI IG: (1) LITE OF 1i8' TEMPERED GLASS, Aj1�ACE PS18•�I dbg OF (1) LTTE OF 118' ANNEALED GLASS AND (1) LTTE OF'I/B' HEAT STRENGTHENEDGLASS WITH A.090 A OR E MAXIMUM PVB INTERLAYER. 1.13!18' IAN IG: (1) LITE OF 1f8' TEMPERED GLASS. AN AIR SPACE AND SMO' LAMI CONSISTING OF (2) LITE.S OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR MAXIMUM PGB INTERLAYER. J.13MV LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7118' LAN CONSISTING OF (2) LITES OF 3MO' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MINIMUM PVB INTERLAYER. K.13M8' LAMI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 718' LAMI CONSISTING OF (1) LITE OF 3M(' ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEX/KEEP8AFE MAXIMUM PVS. L 13118' LAMA IG: (1) LITE OF 1f8' TEMPERED GLASS, AN AIR SPACE AND 7118' LAMA CONBmNo OF (2) LITES OF 3MS' HEAT STRENGTHENED GLASS WITH AN .000 DUPONT BUTACITE OR SAFLEX4MEPSAFE MAXIMUM P1B INTERLAYER. ®M 131191' LAMA IG: (1) LITE OF 118' ANNEALED GLASS, AN AIR SPACE AND 15/91' LAMI CONSISTING OF (2) LITE$ OF 1f8' ANNEALED GLASS WITH AN .0W DUPONT BUTACITE OR MAXIMUM PVB INTERLAYER 2. CONFIGURATIONS:'OX - (111, MEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) �3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300404. S. POSnWE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1390.42. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 8. SHUTTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. �7. REFERENCES: TEST REPORTS FTL-4848, FTL-4848, FTL-4847, FTL-4848. FTL-4848, FTL-WW, FTL4881, FTL-472% M4987. FTL-ON AND FTL-8083. ANSI/AF&PA NOS-= FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8, SERIESIMODEL DES04ATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). P.O.TF16 8 NOIWLi18,PL8'4RT4 1 or 11 1 404160 NOA DRAWING MAP SHEET GENERAL NOTES..»».......1 GLAZING DETAILS»..»»....2 DESIGN PRESSURES....... 3 EL E VAT I OM L. «» . _..»».... 4 VERT. SEOTIDIdg..........». 8 HORIZ. SECTIONS.......»... 8 PARTS U$T«...»..«..«»... 8 EXTRUSIONS----- 7 CORNER DETAIL...«....».. 7 ANCHORAGE-----.... 8-11 or 36,87,88 or 8: . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• • • • • • • • • • •• • • • �LRS8 • • • �J 112' NOM. GLASS SITE ® NOTE: LAMI * OUTBOARD LITES MAY BE UPGRADED TO 3/16' WITH NO CHANGE IN DESIGN PRESSURE, 1�3EXTERIOR INTERIOR � • • • • • • • • • (ALL SECTIONS) ® • i•i i i i i i 3 • 83.84 W 85 IN ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER IN ANNEALED OR HEAT STRENGTHENED GLASS stiff, Nom. 6/16" LAMINATED GLASS 112" NOM. GLASS SITE RE Or 118" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER IN ANNEALED OR HEAT STRENGTHENED GLASS 8118" LAMINATED AIRSPACE IN ANNEALED OR TEMPERED GLASS 19118` NOM. 13116" LAND IG GLASS W/ 5/16" LAMI P.O.Otjf(1FlB ,FL 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUMOR DUPONT PVB INTERLAYER SIMS" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 7/16" LAMINATED GLASS 112" NOM. GLASS BITE go 3H6' ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/1 ANNEALED OR HEAT STRENGTHENED GLASS 711W LAMINATED AIR SPACE 118° TEMPERED GLASS® 13/18" NOM. 133/16" LAMI IG GLASS W/ 7/16" LAMI aeuer I I FIS I-2 , 11 I-------40-*M .... T� �: r1o•$8 'ALCi/t�IVIMOiL�tl E` FL P.E.# 68705 ON FLANGED w . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ... . . . . .. STANDARD VIEW & RADIUS TOP FLANGE OR RfMiOM- VON55WI HI ILL OPTION ® BASED ON FLANGED MIND OW P TO"T DOME ' ' "' 00 WINDOW "Maw WIDTH GLASS TVPH 1 38 318" I 03" 72" 74" TABLE 2. 78" 40" A,S +$O.0 I 480.0 +K0 40.0 +80.0 40.0 +80.0 1 •80.0 +70.0 -70.01+70.0 70.0 +70.0 70.0. 80" A,S. -W.O +80.0 • 0.0 +60.0 •80.0 +78.8 -70.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0 02" A.. 40.0 +80.0 -80.0 +N.0 -80.0 +78 8 78 8 +70.0 -70.0 +88.8 488.0 +07.S $I.0 531(8" A, -w.O g440.0 +80.0 .0 +80.0 •80.0 +78 0 78.0 408.0 •88.0 +80.7 418.7 +08.0 .0 Up TO OS 1 .D, .F, „i L -80.0 +80.0 80.0 +80.0 -80.0 +80.0 80.b +7p.0 70.0 +70.8 70.0 +70.0 70.0 00, MEETING RAO. HT. "r T �. MEETOVO RAO. G. 13118° IRNA 19 -'118° T. AIR SPACE, 6/10° LAMI. 1/$°A,.080, I/8°A) F1L-4548, 4723 H, IN10" LANG Q - Wr T, AIR SPAM 1715' LAMI - 1B°A,.0001f8"F(S M-4848 L IVW IMI 10.1/8' r AIR SPACE, 6410° LAMI - 1/8 i�1,.080,1/0HS) F1L J. 13118° LAW 0 - Iff T, AIR SP 7N0° IAIMI - 8`A.."IX SN8°A) Mae, 4880 V.13110, LANG IO.1B° T. M SPACE. 7110° LRM! - WA,.= smwHm F FL 48Y8. 4880, 4888 L 13116LAN 10 • if0° T, AOR SPACE, 7118" LAW - 9H8"HS..090, 3110") FTL4840, 4880 WT. MINUS SASH H.T. MEETING RAO. 4 � T NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1 ° FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 818° MINIMUM TO 38" MAXN M. PA. 1� W FL81t - opm I NMI 9 or 11 =V,. -W -kR� N0.68�5 �j �'O •' b IO 8 • �U� A. LP.E. FL P.E.0 WM . • ••• • • . ••• • . • • • • • .. • • s s•• • s • • owes 531/8' MAX. FLANGED WIDTH® 521/8° MAX. I.F. WIDTH 49 5W MAX. FIXED•C DLO (ALL) D� •we• ••• •• ••• •i i•• 1 76° MSC. • • • • • s • • • • 7W MAX 75° MAX SEE DLO 1 I.F. A A I.F. I.F. TABLE 0 j p.►+ HEI SEE DLO SEE DLO O? HEI HT • • • TA &E 0• • � • ® TABLE O j 7W MP% i • i we i s i • • • 78" MAX. 78' MAX. �FLAN : : • • • FLANGED FLANGED 38 7H8° SEE DLO H • • HEIHEI TABLE X SASH SEE DLO E SEE DLO X (MAX.) HEI TABLE X / 4 TABLE / NO 4 L 481!4° MAX. /ENT DLO (ALL) DETAIL A 1/1 DETAIL B VIEW (STANDARD SASH) s-+ E-� F HB lHT 78° MAX 176' MAX I.F. I.F. SEE DLO I E JHE HT TABLE � j ® TABIE SEE OLD Wr M0AX / 78° MAX. FLANGED FLANGED HEI HT HEI j I DLO TABLE SEE OLD X jSASH HEIGHT .LHEIGHT e DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & OARE BASED ON ATHREE OVER TWO FORMAT. NOMM PL KM P.O. BQ)f 1� NOttOMt9, PL 9/7i4 DETAIL C NMI 4 a 11 1 4040a ft"Wift 00 0,08e gTo 1 :0p 8 A`LY�f1'Id � L�}�, K `�. ILP.E. FL P.E.# WM DAYLIGHT OPENM DETAIL UW --D LIT LOW SILL HIGH SILL A 34112" 34 3/18 B 41 SW 41 114° C 41 114° 40 718° D 82 SM. 821 118" E 521 52 5118° SASH DETAIL LOW SILL H SILL A 34 1/r 34 3/18° B 27 711W 27118" C 27 7/18° 27118° D 183W 15 SW E 18 318" 1 314" TAB NMI 4 a 11 1 4040a ft"Wift 00 0,08e gTo 1 :0p 8 A`LY�f1'Id � L�}�, K `�. ILP.E. FL P.E.# WM .. .. . . . .. .. . . . . . . . . . . . Li NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR • • • • OPTIONAL BOTTOM LOOKS, (1) 8° FROM EACH SIDE OF SASH. IIV IDE • i • • i i i • • • 00: •1 IDE MAX. VENT DAYLIGHT OPENING • 000 . . (�$ }) �l � Al� 7.a R ... � NOTE. BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16 MAX. FIXED LITE DAYLIGHT OPENING f � I r' MAX. WIDTH SECTION A A INTEGRAL FIN (I.FJ FRAME SECTIONS® INs03E 47 HIGH SI 2 LOW SI).L HIGH SU 48 LOW SILL HEAD 68 z.71o� ®I.F. FRAME63 q 7-AmilEa osl A j FirT (LOW SILL) `"" �►J SEE NOTE ABOVE 54 64 uu!! 3 30 12 oL�TRAUFT 69 uLTRAUFT LY 12 ONLY SECTION C -C _ * ; plo. 867 SECTION &B 05 ALTERNATE HIGH SILL RA - FLA GE - (LOW SILL SHOWN] (HEAD DETAIL -FLANGED VERSION) — K�' fj✓It• W40 !/ G.4 l"Ml 0 M0Ci1 871iG &4wo•a•w %N 6RAT \ �" JA am/I1 C NOCNAfYSE9M E7 .,�,o' .., Ecol gv ��• FJC ivom a aLf. SF WW& 7Een�. co ea "R a—Vlstb$ aemsr ALUM. SINGLE HUNt3 WINDOW IMPACT '��ssIONA�- z mama �, A. LY%d�IUlUEl�`P.E. FJG wmv ?/,law w-mmm HW S s 19 4(40,20 0 FL P.E.# 68705 s7+ON P 812228 781POA IAD • PMS244 � 812244 t 91H8° • • • ••• li so 47 FRAME, I.F. HEAD ® #4071A, 0063 -TO O FRAME, I.F. LOW SILL A #4072A6003 -,O O! rWlr VMr\F6rT1 WrVWr\.rV.r IVWr •TVYT J 61� V", `....... B8 +eaa 1JN -.138 IA 81 2 �FIiAME. I.F. JAMB 0,6 50 #407413,8083-Y6 ' * No•581 ®@)FRAME I.F. HIGH #49784, ON. (usEC AS RADIUS TOP HEAD) * +1 � u�mt ONQH9 AA7t8H8H�! FTS TS LIST° /'AC + a aar T07 Pl�MfBi �aca�as p►s�wa ~ ALUJII: SINGLE HUNG WINDOW IJJ�PACT A 1'IWd / E 1Swoop" R f P•0. iL 819,4 e w�• -8_rj ay» I I I NMI 0 - 11 4940+1 D PL P.E.#88708 .. .. . . . .. .. . I I - - - - - • • • 000 1 r .A i I.F. FRAME r SEALANT ALONG ENTIRE JOINT • • • I"'--2.784—�•I : : ' : • ' •' ' •' �� .' 2WO : : : . ; 2.330 1 • ••• • • • ••• I .082 O FLANGE FRAME HEAD • • • : . • • • • • • • • #4002A, 6083.78 • oleo . . ii' •��7�4 • • • no 1.T� • •' : ( • fL 1lV�0Ri�liE &1LL (LSM 2710 [-1.613-H 736 .082 � . SASH STP OFLANGE FRAME JAMB S #4026.6003-T6 17 , 706 #4004,6089-T6 (USED AS RADIUS TOP HEAD) 2.326-1 [---2.21.707 70--�I 9.879 .062 21 FIXED MEETING RAIL23 SASH TOP RAIL #4064A, 6o63HD•T8 #400, S063HS-TS SEALANT OR GASKET AT HEAD AND SILL �/ I V VIEW D -D VIEW E -E (119 &VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION —�-� 9.988 � _ _ • � ' 1.088 —T 1' j49 41 GLAZING BEAD. 5/16" _L #4039& 6D83 -T6 28 SASH BOTTOM RAIL (LOW) #4007,6083 -TS E ou mm 1.096- i+ --►I T O GLAZING BEAD 7/16" #4222,8093-76 69 FLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) A. 6003 -TO #4061A, 6083-T6 N=W9,FLN" Pea ""1878 rWKOAA9,p 86974 31 SASH SIDE RAIL #4008,6003 -TS I .08D+L 678 1.116-�+- —� T 4b GLAZING BEAD, 7/16° #9W. SW345 (USED W1 GRILL KIT) 42 GLAZING BEAb. 6/ie-- #40449,603-T6 /16"#40445,6083-T8 (USED W! GRILLKIT) 1- f 060, —�---+11.097 O GLAZING BEAD, 1311 #44067,6063 -TS FRAME CORNER DETAIL HUM WINDOWIMPACT 7 r 11 4040.20 BOSS (2) g1ASEOF ; Z: ,SSIONX �,•�`� A. LYiBV iiL P.E. FL P.E.# 68706 ANCHOR QUANTITIES FOR 1I1 FLANGED WINDOWS • • • TABLE & WINDOW HEIGHT SUBSTRATE: 28.803 • • • • 46.683 • • • 52.603 58.603 64.603 78.004 ANCHOR TYPE: .TU •U •U •q • ell $ �Uj C©©r� p tU� tQ? t�3 U U � WINDOW CSI PkSS ed N 1 - F a " N `� � ' M � . g • c� V C) v � .9 . U WIDTH TYPE MPG. RAIL C,D,E,F,G 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 9 H,4J,Kt 1S. 11 9 112 1 Y2i29 2 2- A. LYl'J14k61i1!)�, P.E. 22421222222Z222222222322i33 4040-0 D 112 18.128 1 1 1 1 t •1 A,B,M 121911121 12 1 2 222 222222222222222222232233 C,D,E,F,G 9 1 1 1 1 1 •9 •1 •1 1 9 1 1 1 _1 1 1 1 1 9 1 H,%J,KL _t 1121111 1 212121 2221222222222222222232222232223332233 24000 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 ABM _1_ 1211121212122212222222222222Z223222223332233C,D,E,F,G _1 _1 _i 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 2 1 132.000 KkJ,KL 12122231 22223122323222323222333223233343344A,B,M 2 2 2 3 1 22 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 J-23 2 3 3 3 4 3 3 4 4 C,D,E,FA 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 1 2 2 1 2 H,I,JKL 2 2 1 2 2 2 2 3 1 2 2 3 2 3 22 23 2 3 2223 2 3 2 3 2 3 3 42 3 3 3 34 3 5 3 344ABM11 37000 1 2 1 1 2 1 2 2 1 2 2 1 1 2 2 1 2 22122223122323222323222323232333334363344 PSF 78 C,D,E,F,G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,KL 2212222322232322232323232423334233435 3 334453344 2 2 2 2 2 !32 A,BM 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 S 4 2 3 -3-1-4 3 FS 3 FS -314 4 5 K3 a44: PSF TO C,D,E,F,Q 2 2 2 2 2 1 2 2 2 2 _2 2 2 1 2 1 Z 2 2 2 2 2 2 2_ 2 2 2 44.00D H,I,J,KI- 222222232223232233242333342 333342334353334453448 2 2 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 A,BM 222222232 232233242333342333342334353334453446 PS 78 78 C,D,E,F,G 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 48.08D H,I,J,K,L 222222232223342333342334342334 353334353345463456 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 ABA 222222232223342333342334342334353334 JT4 546346b PSF 72 78 78 C,D,E,F,Q 2 2 2 2 2 2 _2 2 2 2 2 2 3 2 2_._3_[_2 2 L3 L2 3 _3J-2 3 63.126 H,I,J,KL 22a222232223342334342334343334363344463446483456 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 A,B,M 22222223222334233434233434333,435334445334546344b NOKOktl'9 20314 ALUM. SINGLE HUNG WI on= I Mia 8 m 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114" ELCO TAPCONS 2 - 14° ELCO SS4 CRETE -FLEX 3-i12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD -181/2" MAX. FROM TOP CORNERS JAM -17 IM MAX FROM TOP CORNERS 15° MAX. FROM BOTTOM CORNERS V MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3 INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES DING THE DIMENSIONAL CRITERIA OF MOTE a. 4®TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS e�ARE V LESS. 5. DESIGN PRESSURE MITAMONS: SIZE LOCKS F THE DJA E. TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAwMUM oEBKaro PRESSURE FOR RESPECTNE SIZE AND GLASS TYPE IS AVAILABLE TABLE KEY: MAX. PSF (DP LIMITED)l 118 HEAD 2 JAMB ABOVE 2 3 MTG RA4L JAMB BELOW MTG. RAIL (FULL DP) HEAD 2 JAN ABOVE 2 3 �y MPG. RAIL JJAM6BELOW MTG. RAL Ic VIMDOWSFLOWA IW IMPACT A. LYl'J14k61i1!)�, P.E. 4040-0 D FL PAA 68705 • ... • ... .... . ...... . ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FOAM WINDOWS TABLE 8 JAMB ABovE a a WINDOW HEIGFIT SUBSTRATE 29.855 • ASS • •L $9.666 67.1665 MIM 76.000 ANCHOR TYPE. � G U •z •a • : el a G 2 z Z z ca Q -8r8� "8`� `� ~8 WWZTOH P8 No.6e1� �= �;� WDARD MEW $ '8`� '8�g s, 8: TYPE A LY4I Mi 20' C.D.E.F,O, 1 1 1 1 1 1 1 1 1 1 1 _ _.. _ _ 1 1 1 _ _ 9 1 1 ._ 1 1 1 1 1 HI,J.K,L _1 1 1 1 1 1 1 2 2 _1 — -__ .._.._ _..._. _- __ 2�t1 2•Z 12 1 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 19'125 1 1 1�1 t •1 i 1 1 1 1 1 1 1 1 1 1 1 A,B,M 111111222 _7► 2 L 21st 2 22 222222222222322232322232 _7 PSF 79 • • • • • • C,D,E,F,G. 1 1_ 1 1 1 1 1_ 1 1 1 1 1 1 1 1 _1 _1_ 1 _i _ 1 _1 _1_ 24.000 t46J,KL _1 1 1 1 1 1 1 2 2 _1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 3 2 3 2 2 2 3 2 32 2 2 3 2 3 2 2 2 32 1 1 1 1 1 1 1 1 1 1 1 9 1 1 1 1 1 1 9 9 9 1 1 1 A.B.M 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 8B 77 C.D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 KLJ.K,L111111222222232222832233333233332233433243433243 1 1 9 1 1 1 1 1 1 2 9 1 2 1 1 1 1 1 1 1 1 1 1 1 A,B,M 111111222222232222832283333233332233433243433243 PSF 89 87 79 C D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 KkJ.K,L 11 III 91 222222232223332233333343333233433243443243 9 1 1 2 1 1 2 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AB,M 111119222222232223332233333343333233433243443243 PS 64 79 82 78 C,D,E,F,G. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H 6J,K L 1 9 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 8 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 6 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 A,B.M 111919222222232233332233433343333343443343443363 PSF 49 79 88 79 79 C.D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 2 84,000 H,I,J,K L g 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 6 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ABM ill III III 222222332233342333443343443343443343443354 PSF 46 74 61 74 79 79 C,D,E,F,% 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 88.000 H,4J K L 1 1 1 1 1 9 2T2 2 2 2 2 313 2 3 4 3 3 3 3 4 43 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3$A,B,M 2 2 2 2 2 2 2 L23 2 2 222 2 31 11 1 9 9 2 2 2 2 2 2 3 3 2 3 4 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 4 4 3 6 4 4 4 4 3.§L4 PSF 49 87 46167 76 79 C,gE,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 63,1Yg H,4J.K,L 111111 222222333333443344443344443344b64354 Sb4364 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 2 2 3 2 3 3 2 _3 A,B,M 1119192222223333334433444433444433446443b4644354 _3 N PC)KOMIlI,F6m4 ALUM. SINGLE HUNG WI NTS 9 x 11 1. ANCHOR TYPES: 1- Or ELOO TAPCONS 2-114 ELCO SS4 CRMFLEX ® 3-IM2SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181f2° MAX. FROM TOP CORNERS JAMBS -171P1° MAX FROM TOP CORNERS 18' MAX. FROM BOTTOM CORNERS 8° MAX. BELOW MTG. RAIL SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DMMNSIONAL CRITERIA OF NOTE 2. ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED VMDOWS. INTEGRAL FIN DIMENSIONS ARE VLES& Ti OP`SIGN RESSURSIJNtiTAA I_Q St SIZE BLOCKS OF THE ADJACENT ABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN 8N BOLD. OTHERWISE. THE MAXIMUM DESIGN PRESSURE FOR RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: HEAD3RUVRAW JAMB ABOVE 3 3 a`� maces MTG. RAI. JAMB BELOW MCO. RAI. MAU L JAMB ABovE a a -Z' �.�o?���as'e''' MTG. RAI.. ` * ` JAMB BELOW MTG RAI. No.6e1� �= �;� WDARD MEW Q. Ic 2 '�'pp .• rJa'os+�oP 198100 W IMPACT A LY4I Mi 20' 4040.20 D FL P.E 0 68705 ANCHOR QUANTITIES ABOVE MEETING RAIL EAD & Bit allsTdMaMED SDP LBINTEO)j 112 VVINDOW HEIGHT NU US SASH HEIGHT TABLE 7. '0 �V LYNN M. RAIL (FULL Dp)B JAMB BELOW 2 No -68105 - MTG RAIL TABLES. OF VS7UMWEW iO�' •., 01310P' (1�� "14 SION& J, ��• A LYNI�Md.L�, P.E JDOW IMPACT H HEIGHTF 404020 D T LE B. SUBSTRATE. 12.778 &778 1 SU83TRATE 17.22.688 21.778 24.778 27.778 1 282 33.764 39 44. 60.382 65 823 ANCHOR TYPE: 4 RK �c1 a QN62 Q30.778 N •C Q- e,U 11 t•U�U •aa � rU a � � 0 rU 0 8 19.128 1 8� 2 1 2 2 2 $ 2 2 2 2 2 2 8• 2 2 2 2 24.000 2 § 2 2 2 8 2 8 1 2 2 2 2 2 3 WIDTH WIDTH TYPE 1 2 1 2 32.000 21 1 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 1 2 1 3 4 1 2 1 3 79 0.E,F,J 1 1 1 1 1 1 9 1 1 3 1 -v 1• 1 1 1 1 1 1 1 1 9 1 1 18.126 KL -1 .-1 2 .. 2. 2 2 2_...2 . Z a 2 2 2 2- .3.....2 1 3 . 3 . 3 .2... -.3. -3 -3... 9_. QE,F,J 1 1 1 1 1 1 1 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 --- _ 1 24.000 KL 9 1- 1 -2 2 2 •2 $ -.2. �- �� - 3 i3 2 3 . 3 2 3 3 3 3 3 3 4 OAF,J, . 1 1 1 1 1 •9 ! •1 1 1 1 9 1 9 1 1 1 1 1 9 32'0W KL 1 -1 1 2 8V 0!3 4 1/-3 a lij 3 .3--2 3 4 3 4 44 3 1a b 3 6- P8 79 • • 37.000 D,E,FA 1 1 1 2 1 2 2 9 2 2 1 -.,.3 _ 2 .4 _ 2 1 2 _3 2 -4 1 2 -4 2 1 T4 2 2 1 2 KL 1 1 1 -. Z. _.2.... 2 3 2 3 3 3 3_ 3 4 6- 6 4 6 PSF 79 79 79 79 40.000 D,E P,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ..4 2 KL 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 -2j 3 6 4 4 a 6 6 P 79 78 79 77 79 79 79 44.000 D,E,FA 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 KL 1 1 1 a 2 2 3 3 S 4 4 4-j 3 6 4 3 b B 4 6 6 4 8 PSF W 70 79 79 71 79 73 76 48.000 DAFA 2 2 2 2 2 21 2 2 3 2 2 2 2 2 3 2 2KL 1 1 1 2 2 2 3 3 3 4 4 4 6 4 5 8 4 3PSF W M B3 Ti 79 84 74 88 77 89 E32 DEF,J a a a 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 a 31 2 2 2 3 3 3 4 4 4 '6 4 8 1 8 1 8 1 7 8 1 6 1 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. SDP LBINTEO)j 112 JAMB BELOW 2 '0 �V LYNN M. RAIL (FULL Dp)B JAMB BELOW 2 No -68105 - MTG RAIL TABLES. OF VS7UMWEW iO�' •., 01310P' (1�� "14 SION& J, ��• A LYNI�Md.L�, P.E JDOW IMPACT mee•m 404020 D SASH HEIGHT SUBSTRATE. 12.778 &778 1 8.77 21.778 24.778 27.778 1 31.108 ANCHORWINDOP0 QN QN QN62 Q30.778 N Nti— Q- Il- 11 19.128 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 28 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 1 2 2 2 2 2 3 2 2 3 1 2 1 2 32.000 21 1 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 1 2 1 3 4 1 2 1 3 79 37.000 2 9 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 40.000 2 1 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 1 3 4 1 3 4 4 3 4 so 73 44.OW 2 2 2 2 2 2 3 2 3 7iT 3 1 3 4 3 3 213 j4 6 3 4 8 3 4 89 72 79 48.000 2 2 2 3 2 3 463.126 p2i2 68 68 72 2 2 2 2 2 3-3T-3,:4 3 4 4 3 1 4 b3 4 1 b. 3 6 6 3 b P.O. BWf 1� X118, p.817/4 ILUM. SINGLE HUNG W( NT3 10 a 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-114" ELOO TAPOONS 2 - V4" ELOD SS4 CRETE -FLEX 3.0128CREW8 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING ® DIMENSIONS: HEAD -181(2" MNL FROM CORNERS JAMBS -17112" MAX. FROM TOP CORNED 11112° MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 18'MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE S. FOR BELOW. AAVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 W MW. TO 38" MAX p TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. b. Ella � LIr�ITp�T1aNs: S OCPC8" F�!'1L OTAMENI TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DE81GN PRE�URE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE TABLE 7. KEY: MAX PSF (DP LIMITED) 112 HEAD2 JAMBS ABOVE 2 NrGL RAIL (FULL DP) HEAD2 JAMBS ABOVE 4 M7G. RAIL TABLE 8. KEY: MAX PSF SDP LBINTEO)j 112 JAMB BELOW 2 '0 �V LYNN M. RAIL (FULL Dp)B JAMB BELOW 2 No -68105 - MTG RAIL OF VS7UMWEW iO�' •., 01310P' (1�� "14 SION& J, ��• A LYNI�Md.L�, P.E JDOW IMPACT mee•m 404020 D FLP.E968708 A 3.36 KSI MIN. CONCRETE OPTIONAL 1x WOOD BUCK _ (SEE NOTE 4) • • ••• • • • ••- • i•i i ?EXTERIOR INTERIOR • ALL HEAD AND SILL DETAILS) ••• CONCR (SEE NOTE & i s_ •_ • i • ® 1014)' 1 ® MIN.ENGINEERED THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1316" MIN., 1/4"TAPCON9 S. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF t: J•4914" M1N , 1/4" CRETE -FLEX 6063-T6 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 114 IX" 9/4 i i i i • •• 1. FOR CONCRETE APPLICATIONS IN MIAMI -ME COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 114" 864 CREI•E-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 13/4'. • D ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (06) OR •(! V NOTE 2 & 3)® IW SS4 CRETE -FLEX. • • 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. • 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE Q• MAX-*• • • • • • ••• ••• � SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE I Sw MIN. r 1 1/4° 114" MAX. SHIM MIDI. 114° MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATION& FOR INTEGRAL FIN MULLED APPLICATIONS IT E EXCEPTABLE TO REMOVE THE FW AND ATTACH TO THE MULL THROUGH TIME FRAME USM THE FLANGED FRAME ANCHORAGE REQUIREMENT. B. ANCHORS ARE NOT REQUIRED AT THE BILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FOC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2004 WOOD ANCHOR FH BELOW MEETING RAIL (SEE NOTE 2 & 3) �° 3.36 Ksl Mlw. 700XO�ETE .6K81MI1x BUCK OPTIOidAL WITH SO2x WOOD BUCK SUBSTRATE (SEE NOTE 4)h, (8tB: NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" MAX. (" - SHIM i �1 I—Wool) FRAME .131" DIA. MIN. x 21/2" PAIL, AT CORNERS AND 6" O.C. DETAIL F, (HEAD) 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR lu I�nnrr,�auemu A L .131" DIA. MIN. /� I L x 2112" NAIL, ill AT CORNERS AND 6" O.C. DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE P.0.9QX1529 I � ��• �••�. ,• t�atoema, p1 9487e Vtstbfy Been. 8JI/90 MPIS 1 11 a 11 ��8( s'XNN M�F,''��i k No, 66?06 , �it a l 2w p, ,: \ IMPACT ''�r`L,510NALAA�` A.LYNNMILL P.E. 4040,20 G FL P.E.# 58705 TOTAL THICKNESS IS LESS THAN 1 112', 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1W 1 ® MIN.ENGINEERED THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. S. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T6 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 114 IX" 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#12 SHEET SMAX HIM N{ETAL SCREW WITH FULL ENGAGEMENT INTO THE ALURMNUM IF THESE CRITERIA ARE 1 1/4° 114" MAX. SHIM MIDI. 114° MAX. SHIM CONCRETE ANCHOR, FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPOONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATION& FOR INTEGRAL FIN MULLED APPLICATIONS IT E EXCEPTABLE TO REMOVE THE FW AND ATTACH TO THE MULL THROUGH TIME FRAME USM THE FLANGED FRAME ANCHORAGE REQUIREMENT. B. ANCHORS ARE NOT REQUIRED AT THE BILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FOC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2004 WOOD ANCHOR FH BELOW MEETING RAIL (SEE NOTE 2 & 3) �° 3.36 Ksl Mlw. 700XO�ETE .6K81MI1x BUCK OPTIOidAL WITH SO2x WOOD BUCK SUBSTRATE (SEE NOTE 4)h, (8tB: NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" MAX. (" - SHIM i �1 I—Wool) FRAME .131" DIA. MIN. x 21/2" PAIL, AT CORNERS AND 6" O.C. DETAIL F, (HEAD) 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR lu I�nnrr,�auemu A L .131" DIA. MIN. /� I L x 2112" NAIL, ill AT CORNERS AND 6" O.C. DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE P.0.9QX1529 I � ��• �••�. ,• t�atoema, p1 9487e Vtstbfy Been. 8JI/90 MPIS 1 11 a 11 ��8( s'XNN M�F,''��i k No, 66?06 , �it a l 2w p, ,: \ IMPACT ''�r`L,510NALAA�` A.LYNNMILL P.E. 4040,20 G FL P.E.# 58705 MIAMF MiAM-RADE COUNTY, FLORIDA Wm PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26'" Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2509 _NOTICE OF ACCEPTANCE (NOA) www.an-amidade.govlaeral 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 PERA Product Control Section to be used in Miami --Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building pude. This product is approved as described herein, and has been designed to comply with thq Flori& Mfding sees:* Code, including the High Velocity Hurricane Zone. ... • ; • . ' . • • ...... DESCRIPTION: Series "IR -710" Aluminum Horizontal Sliding Window - LlKth; • • . APPROVAL DOCUMENT: Drawing No. 4127-10, tilled "Alum. Horizontal Rolli.Vadowr impap t", • sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/1.12011, propaaid by • PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony LynnMills P� �,., be1tS:the • • •... Miami -Dade County Product Control Revision stamp with the Notice of Acceptafte numUr* and . Expiration date by the Miami -Dade County Product Control Section. . • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. :Does: LABELING: Each unit shall bear a permanent label with the manufacturer's name Ot logo, citsta�e, modeJ/ 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. MUIMINATIfON of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0630.02 and consists of this page 1, evidence pages E-1, E2 and E-3, as well as approval document mentioned above, The submitted documentation was reviewed by Jaime D. Gascon, P. E. �}1Y NOA No. 11-1114.04 . $ IV Expiration Date December 21, 2016 Approval Date. February 16, 2012 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA-s No.'s 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 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by POT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: l) 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 XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda P. E.009000. (Submitted under NOA No. 07-0815.09) • •0000..' ....�. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94" • .. • • 0000.... 0000.... 2) Uniform Static Air Pressure Test, Loading AC AS -202-94:.... 3) Water Resistance Test, per FBC, TAS 202-94. • : • ar. • . 4) Lge Missile Impact Test per FBC, TAS 20'it9i .. 00 90 • ... 5) Cyclic Wind Pressure Loading per FBC, TA520-94.00 00..' • • • • 0 6) Forced Entry Test, Type "C" sliding windoyw.Grade 10, 00 00 0 per FBC 24113.2.1, TAS 202-94 and per ASTVoF 842,44 o Along with marked -up drawings and installation diagram of .XOX . alwim horizontal sliding window, prepared by Fenestration Testing Uaboratorje i$c:, Test Report No. FTL-4858, dated 03/0812006, signed and sealed by Edmundo Largaespada, P. E. (Submidieted under NDA No. 06-0405.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-A4 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, Type "C" sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and -per ASTM F 842-04 Along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTI -4859, dated 03/08/2006, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No. 064405.06) Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-1 PGT Industries, Inc. NOTE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by PGT Industries, Inc., dated 10/2/ 6/06, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 07-0815.09) 2. Complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami. -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTEFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated. 09/08/11, expiring on 12/11116. ••••• 2. Notice of Acceptance No. 08-0206.01 issued to Solutia Incp. foi •tbeir " P*x HP' • • • . • Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013. • • • : . • - • *see:* •••••• • :6000 F. STATEMENTS *so* • • • 1. Statement leiter of conformance and compliance with the FBGr-,2#47 (wltb a 2009..:..' supplement) and FBG2010, dated 10/25/11, signed and sea= by AnthpW. Lynn • • • • ; • Miller, P. E. ..... • 2. Statement letter of no financial interest and independence, datei 1012/11, Sign& and ; • • • • sealed by Anthony Lynn Miller; P. E. ; . • • • • • • • 3. Letter of Adoption of as his Own, the Work of another Engineer pft Sedtion 61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn Miller, P. E. 4. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 06/29!2011, signed and sealed by Robert L. Clark, P. E. (Submitted under previous NOA No. 11-0630.02) 5. Laboratory compliance letter for Test Report No. FTL--5330, issue by Fenestration Testing Laboratory, Inc., dated 07118/2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NDA No. 07-0815.09) Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: December 21, 2016 Approval Date: February 16, 2012 E-2 PGT Industries, Inc. NOTICE OFACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Reports No.'s FTL-4858 and FTL4859, issued by Fenestration Testing Laboratory, Inc., dated 03/00006, signed and sealed by Edmundo Largaespada, P. E. (Submitted wader NOA No. 06-4405.06) G. OTHERS 1. Notice of Acceptance No. 114)630.02, issued to PGT Industries, Inc. for their Series "HR -710 Aluminum Horizontal Roller Window — L.M.I.", approved on 08/18/2011 and expiring on 12/21/2016. • • •••••• • 0000•• • • • 0000•• ••••••� 0000 0000 • • • 0000• 0000• • 0000 0000•• •• •• • 00.0.0' • • • 0 • 060000 •of • • • " • • ••• • cyir4t� Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 11-1114.04 Expiration Date: Deceimber 21, 2016 Approval Date: February 16, 2012 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TFK. MPEREQ GLASS CAP. A. 641(" LAMI CONSISTING OF (2) LITES OF 118" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVS INTERLAYER. B. 616° LAM) CONSISTING OF (1) LITE OF 111' ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.000 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER C. 6116" LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER D. 7/16' LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER E. 716" LAMI CONSISTING OF (1) LITE OF 9116° ANNEALED GLASS AND (1) LITE OF 3118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER F. 7/16" LAMI CONSISTING OF (2) LITES OF 3118" HEAT STRENGTHENED GLASS WITH AN AW DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER G.13MS' LAMI 10: (1) LITE OF 1181 OR 3MS" ANNEALED (MIN.) GLASS, 6118' OR 30 AIR SPACE AND 8116" LAMI CONSISTING OF (2) LITES OF IN ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/IEEPSAFE MAXIMUM PVS INTERLAYER H.13115' LAMI I0: (1) LITE OF 1B' OR 3/18" ANNEALED (MAN.) GLASS, 6116" OR 318" AIR SPACE AND 6110'LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LTTE OF IV HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER, 1.13116" LAMI IM- (1) LTTE OF 118° OR WIG' ANNEALED (FAN.) GLASS, 8/18" OR 318' AIR SPACE AND 6115' LAMI CONSISTING OF (2) LITES OF VIP HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIMEPSAFE MAXIMUM PVS INTERLAYER J. 1311W LAM[ IS: (1) LITE OF 118' OR 3116" ANNEALED (MIN.}GLASS, 3M6" OR 114" AIR SPACE AND 7118" LAMI CONSISTING OF (2) LITES OF 316" ANNEALED GLASS WITH AN ASD DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVS INTERLAYER K.13/18' LAMI IS: (1) LITE OF 1/8" OR 310' ANNEALED (MIN.) GLASS, 311W OR 1/4' AIR SPACE AND Y18" LAMI CONSISTING OF (1) LITE OF 3MS" ANNEALED GLASS AND (1) LITE OF SMS" HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER L.1311W LM IS: (1) LITE OF 1/8' OR SMS" ANNEALED (MIN.) GLASS. 316' OR 114" AIR SPACE AND 7118" LAMI CONSISTING OF (2) LITES OF 311 W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PV13 INTERLAYER 2. CONFIGURATIONS: OX XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A, NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E I= -07- S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130D-02. 4. ANCHORAGE THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 6. SHUTTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL-4M, FTL4868 AND FTL-am. ELCO TEXTRON NIA 040721.01, 03-9228.15 ANSVAF&PA NDS -2W6 FOR WOOD CONSTRUCTION ADM -2006 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREME S Of VNE FjOI§DVft)j.D&GtOMZ INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • • • • • ii• • 8. FOR WSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEAWRED 8G. SVP B&A}IBDP AND ANCHOR QUANTITY REMAIN UNCHANGED. •• ••• PA f►C•7TYo7"T.A IhNJITZ-1y SHEET GENERAL NOTES...._...._ 1 GLAZING DETAILS............ 2 DESIGN PRESSURBS.......3 ELEVATIONS......„........... 4 VERT. SECTIONS ............. 6 HORIZ. SECTIONS .........._ 6 PARTS UST ................... 6 EXTRUSIONS.....».......,... 7 CORNER DETAIL..-_.... 6 ANCHORAGE «........« %-,N'.I LYNN d•1/(j,'���� `•,��'L't`: 4\G@NSF . *�� k : N0.68769 : � �'Lolm?P ''• Com.` t1L�e` ��• ' L v P.B. 21 1 112' NOM. GLASS SITE T 60,31,82 t IV ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVS INTERLAYER IW ANNEALED OR HEAT STRENGTHENED GLASS 818" NOM. 6/18° LAMINATED ©LASS 21 112° NOM. GLASS SITE 66,67,68,66,70, 1W ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT PVS INTERLAYER I/8" ANNEALED OR HEAT STRENGTHENED GLASS SH(° LAMINATED 5/18° OR 318" AIR SPACE 118° OR 3/18" ANNEALED OR TEMPERED GLASS—A 13118° NOM. 1/2° NOM. GLASS SITE C] E)CTERJOR INTERIOR [� (ALL SECTIONS) 1--l-I 13118° ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA, OR DUPONT PVS INTERLAYER 9 % ANNEALED OR HEAT STRENGTHENED GLASS 7118° LAMINATED 7/18' LAMINATED GLASS 60 112° NOM. GUM SITE T 72,73,74,76,78,77) 3118° ANNEALED OR HEAT STRENGTHENED GLASS 0= SOLUTIA OR DUPONT PVB INTERLAYER 3118" ANNEALED OR HEAT STRENGTHENED GLASS 7118" LAMINATED 3110° OR 1/4" AIR SPACE 1/8"or 3118" ANNEALED OR TEMPERED GLASS np 13110° N= 13/16' LAMI IG OWS W/ 6/16° LAMI • • • • • • • • 1311W LAMI IG GLASS W17/1W LAMI QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G- LSH L HAVE A TEMPO 1 d. GM CRP BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED. popeatuaotopr oan8t - naa _ --- .aac�,ne.p�?�e ALUM. HOWOWAL ROLLER WINDOW, J i PA "ir4 i • • •p FUR 1 2 -111 e`4127-10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCrREIVIM c�IYhGadhureRtodda 1[o t l•.ilt4W& /i mtmw LYNN bJ14'i'�i �.EmsE' ' •.'P ''r ` Ac No. 58705 Nall +` PA ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1. )LOARE 1" SMALLER) d A FOR INSTALLATION IN THE HVHZ ABOVE 30 Fr' GLS TYPES G- L SHALL HAVE A TEMPEWD LG. GLASS CAP. BOTH THE DP Arra ANCHOR QUANTRY REMAIN UNCHANGED. 80" 63" 0.0 -60.0 +60.0 -60.0 8.8 -58.8 +56.2 -56.2 5.2 •55.2 +52.3 -52.3 4.6 ' -54.6 +51.7 -51.7 3.6 -53.6 +50.9 -50.9 +60.0 -60.0 +764T-76.0 TABLE 2. )LO ARE 1" SMALLER) iHT5 UP TO 8S" +75.0 -75.0 TABLE 3. ARE 1" SMALLER) so" a' 5.0 -75.0 +76.0 75.0 rnonucr>tavM � � uree>� No Mi `��`�p�� 144�q�'.,� ; t1o• 89m9 , gTA OF �. aSS I� b Paas 4.2 74.2 +70.2 -70.2 9.6 -8.9.6 +65.2 -65.2 8.1 48.1 +83.8 -63.8 +75.0 -75.0 (118"A, .090,1WHS) (118"HS, .090,11rHS) 3"A, .090, 3116"A) 6"A, .090, 311IMS) 6"HS, .09D, 3116"HS ROLLER WWW IMPACT m 11 4127-90 E 27 318" r- 110' MAX. WIDTH I.F. FRAME =—jl 111' MAX. WIDTH FLANGE FRAME ----_� 87 3/8' MAC DLO Al FDW LITES DETAIL B - XOX (1/41/2-1/4) 33 8/18' MAX. 33 8/18' MAX. DLO FDMD C `— OLD VENT Uj I 83' MAX. FLANGE 4 FRAME ALL sw CONFIG. MAX. DLO ALL VENTS 82' MAX. I.F. FRAME ALL CONFIG. 27 3/8' MAX. DLO VENT X 27 ale" MAX. DLO FDCED --$b 7118' MAX. WIDTH I.F. B 7/1S' MAX, WIDTH FLANGE FRAME DETAIL C- XOX (1/3.1/3.1/3) NOTE: 1. SEE SHEET S FOR VERTICAL. AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET SAT HEAD AND SILL _ 15 I.F. FRAME I D D • • _ • i • . • `'� Q3J FLANGE FRAM 0 V,YNN 73' MAX. WIDTH I.F. FRAME ---� • • • • • • ' ' ' • • • • VIEW D -D ` 74' MAX. WIDTH FLANGE FRAME ..: .: .' : : .. (FRAME CORNER CONSTRUCTION) ^ * No. 98705 _ DETAIL A - OX OR XO (,(.' (j�� SPO'•. V71- � ..g; .,.o •., FiOMO..'�C9�.` d,l 9/1f E 1t0 8Ii£8T • ••• . •• ' Now amELEVAT/CiNS now ar- WON$* Ilerrtt n Nosm7wfm' �*O�l°'� • ALUM IiORiZONIAtROLLERNV/IVDn1A� IAA�PPACT '%cslONA4•�`• AK44Wc • fa�c i�►as 4 A. L PAL • Bal9ar • FJc A 'saw 1 ••• • • NTSw. 4 a 11 4f27.40 E M ••• • • • ••• • • MAX HEIGHT FLANGE FRAME MAC. lffi SECTION C -C (VERTICAL SECTION, FLANGE FRAME) INTERIOR {+-- MAX. m;E DLO --4 i~ MAX.IMDTH (FLANGE FRAME) 18 SECTION B -B 1� (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) I�+ MAC FIXED DL.O -+ i I-- MAX. VENT DLO — r MAX. WIDTH (I.F. FRAME) EXTERIOR SECTION AMA (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) INTERIOR •• • • • • ••• • •••BICC• • • •• L SECTION, I.F. FRAME) i10 TEC!{NOt�0Y�2NF1 •N�t03s58. rL81�8 • •w�ohns. Fl.�e t�tbly Becaer • ••• • • • • ••• • • HEAD (VERTICAL SECTION, I.F. FRAME) WC77ONS ILUNL HORIZONTAL ROLLER WINDOW G trRr7a Hai 8 99 �4127--90 MAX VLPT DLO LYNN 411 ���i��i * 140.58705 STA IJ a�Yr•i�.a.•. FEE, 16 1 41101 G 17 1 4054 1 B �If71 AL IAMI 74 1 1 13!16' IAMi1G1/8-A IN. JW AIKSYAL "//ltl" LAM1 xno-no..vyur♦ wro-no 75 " 13/16" LAMIIG3/16"A W.13(16* AIRSPAM 7116" W& 16"A .090 3/16"A 76 13/16" LAMI IG3/16"AA1,T1N1.3/16" AIR SPACR 7/16" IAM 3/16"A .090 PVB, 3/16"Ii3 .mr a 1*14"1AsdrinvlGaA4/1!", 6iRCAArR7/V1"TAMil3/16"T43_.090PW.VI691151 AL I 64110G I F91 HS -T6 AL 64006 2.710 M16G BOAST 71096 7858 53-T5 AL 64126 2.024 6168311 69070K ,•ij--.--- 74MC" LORR 63 -TEAL 64139 41 I.F. FRAME HEAD D.T6 AL 64140 54139, 8003•T8 S -T6 AL 64141 EI`PI 6TP247e++ WNW 2.784 63-T5 AL 640398 63-T5 AL 644703 062 a. 63-T5 AL 64222 .082 63-T5 AL 6985 1.et� 63-T5 AL 1 64051 • 43 • I.F. FRAME JAMBL — • • • • • • • • 54141,808;1-'Y8 • • • • • • • • • •710 42 I.F. FRAME SILL 54140,6063•T8 • • • • • • PARTS LIST • '°�'" • • • ALUM. HORIZONTAL ROLLER IMNDObb IMf `taoKo> eazra V • rlvto NTS 6 a 11 41V-10 ••• 40 1 1 ••• 41 4139 AMEHFAD 42 4140 AMESILL 43 4141 LUFFRAILCDVERr—AP AMEJAMB 50 NO3 DQW 894 ! 51 1224 GAZINGBPADBULB 52 1 1225 V MGLAZINOBBADBtJIB • 53 140391 B CLAZMBEAD-5/16" • 54 4044 1 B CRAZMBEAD-5/16" W/(O L • 55 4222 A GAZINQBBAD-7116" • 56 983 C G A MBEAD-7/16" W/GM 59 4067 CI<.UMBBAD-13/16" 60 CLASS, 5116" LAMI 1/8" A .09D FVB 118" A 61 " 5/16" LAW 118" A .090 1/8" M 62 1 13116" LAMI 118" M_090 PVB,1/8" B 63 11 7/16" LAMI 3/16" A,090 PVB, 3116" , 64 " 7116" LAMI 3116" A..090 M 3116" 1 65 1 " 7/16" LAM1(3116" HS -090 PVB. 3/16" AL IAMI 74 1 1 13!16' IAMi1G1/8-A IN. JW AIKSYAL "//ltl" LAM1 xno-no..vyur♦ wro-no 75 " 13/16" LAMIIG3/16"A W.13(16* AIRSPAM 7116" W& 16"A .090 3/16"A 76 13/16" LAMI IG3/16"AA1,T1N1.3/16" AIR SPACR 7/16" IAM 3/16"A .090 PVB, 3/16"Ii3 .mr a 1*14"1AsdrinvlGaA4/1!", 6iRCAArR7/V1"TAMil3/16"T43_.090PW.VI691151 AL I 64110G I F91 HS -T6 AL 64006 2.710 M16G BOAST 71096 7858 53-T5 AL 64126 2.024 6168311 69070K ,•ij--.--- 74MC" LORR 63 -TEAL 64139 41 I.F. FRAME HEAD D.T6 AL 64140 54139, 8003•T8 S -T6 AL 64141 EI`PI 6TP247e++ WNW 2.784 63-T5 AL 640398 63-T5 AL 644703 062 a. 63-T5 AL 64222 .082 63-T5 AL 6985 1.et� 63-T5 AL 1 64051 • 43 • I.F. FRAME JAMBL — • • • • • • • • 54141,808;1-'Y8 • • • • • • • • • •710 42 I.F. FRAME SILL 54140,6063•T8 • • • • • • PARTS LIST • '°�'" • • • ALUM. HORIZONTAL ROLLER IMNDObb IMf `taoKo> eazra V • rlvto NTS 6 a 11 41V-10 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PRODUMMUD rine wNhamt+taflde BUNIMC N• "" s LYNA1 4f/ '/.,ii 6, I�R,Q Mo.68705 %�0'•. BTAT '• �� 0. P.B. 082 1.73 WA 1 L a.710—� 1.F22 _ �--2.710----4 11 O FLANGE FRAME HEAD #4102A,8083•T8 O FLANGE FRAME SILL #4138,8083.78 —r•Ih--.oma �1 .400 "TO 1 J -1.461--i SASH Ts O e �$ HORIZ. ROLLER TRACK #4131, 8083-T8 082 21 SASH TOP & BOTTOM RAIL 114133, 8083•T8 .�--► .878 1.006 ►i O GLAZING B ,5/18° 040448,6063-T8 (WWW/ BRILL KIT) a s .062 1. 07 1.081 1" O SASH MTG. RAIL BD,6083H8-T8 E An lm l8 —SIT O GLAZING WM fAt #4222A W03 -TS • i • i •• ••• •• •umoms.wsm i.Bprzk 7f.� • PT. 4 1.187 r-- WOO O FRAME SILL ADAPTER 84137, 8M348 SASH STOP COVER , 80B3 -T6 f+-2.784— l ,� I .t_ .082 13 FLANGE FRAME JAMB #4002A, W63 -T8 17 FIXED MEETING RAIL #40646.80&*HD-78 2.1 , 1 .om 37 SASH SIDE RAIL 53 GLAZING BF . 6/18" #4128, 0003•TS #4030.8N1 -T8 .0601 1.118–moi l� [3L1=SZINC7 BEAD. 7/18° • • #"W, 6003•TB • • • • QJ8MPT BRILL MT) s • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • •• • •• •• ••• • • ••• • • ra171a 6.683_ 59 ' GLAZING BEAD, 13/16" #4087.6003-T8 hWI 7 -11 1 4127-10 I X111111/ * No. 88708 STA A= Pm AWWR TYPE A 2,3. WOOD WINDOW SID? HEAD & SILL V, _ 83.128x 38.378 1+C2+1+(g+1 Z 48.000 1+C2+1+02+1 9 80.828 1+C2+1+C2+,1 3 64.000 1+C2+1+C2+1 3 80AQ0 1+C2+1+C2+1 3 83..000 1+C2+1+C2+1 9 80.000x 38.378 1+C2•+1+C2+1 2 48.000 1+(2+1+C2+1 3 8Q826 1+02+1+02+1 3 84.000 1+02+1+C2+1 3 60.000 1+C2+1+C2+1 3 83.0 1+C2+1+C2+1 3 74.0W x 38.378 1+02+2+C2+1 2 41LODO 1+C2+2+Cx+1 3 6D.828 1+C2+2+C2+1 3 84.000 1+0•+2+(2+1 3 W.000 1+C2+2+12+1 3 83.000 1+tG+2+02+1 9 S4.00Ox 38.378 1+C2+2+C2+•1 2 48.000 1+C2+2+C2+1 3 80.828 1+C2+2+C2+1 3 54.000 1+C2+21 -M41 3 SO.= 1+C2+2+C2+1 3 83.000 1+C2+2+C2+9 3 106.376x 58.378 1+W2+C2+1 2 48.000 1+C2+3+•C2+1 3 80.826 i+C2+3+(2+1 3 64.000 1+C3+3+C3H 3 6MOM 1+C3+3+(5++1 3 83.0w 1+43+3+C3+1 3 111.0Wx 38.376 1+C2+3+(2+1 2 48.00 1+C2+3+C2+1 3 80.828 1+C2+3+(2+1 3 SCOW 1+03+3+C3+1 3 80.00 1+03+3+(3+1 3 83.E 1+C3+3+C3+1 3 TYPES A.B.C.G,H.I I GLASS TYPES D,E,F,J,K.L 2, CONC 1 1. CONN 1 2,3. WOOD I 2. COIL 1 1. HEAD & SILL III[ HEAD & SILL Ill HEAD& SILL Is 1 HEAD & SILL 191 HEAD & SILL 1+(2+1+C2+1 1+C2+1+C2+1 1+C2+1+C2+1 1+02+1 1+C2+1+C2+1 1+C2+2+02+1 2 1+(g+2+C2+1 2 1+C2+2+(L-+1 211+C2+2--02+112 1+C2+2+02+1 3 1+C:2+2+C2+1 3 1+(2+2+C2+1 3 1 1+C2+2+C2+1 3 1+C3'++2+C2+1 3 1+(2+2+02+1 3 1+C2+2+C31+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+(2+1 3 1+0+2+(;3+1 3 1+q+2+C 3+1 3 1+(2+2K2+1 3 1+C2+2 02+1 3 1+CS+2+C3+1 3 1+CS+2+C3+1 3 1+C2+2►C2+1 3 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+(2•M 2 1+C2+3+C2+1 2 1+C2+2+C2+1 3 1+C3+•3+C 3+1 3 1+C;3+3+C S+1 3 1+02+3+C2+1 3 1+C2+2+C2+1 3 1+03+3+(3+1 3 1+C3+3+C8+1 S 1+p+3+q+1 3 1+(2+2+C2+1 3 1+C3+3+C3+1 3 1+CS+3+CS+1 3 1+C3+3+C3+1 3 1+C3+•2+C2+1 3 1+C4+3+04+1 3 1+C4+3+C4+1 4 1 1+C9+3}C3+1 3 1+C2+2+C2+1 3 1+0.4+3+04+1 3 1+04+3+C4+1 4 1+C4+3+C4*1 3 2 1+C2+*H2+9 2 1+C2+3+C2+1 9 1+C2+3K2+1 2 3 1+C3+3+C3+1 3 1+C3+3+(8+1 3 1+(2+3+C2+1 3 3 1+CS+3+C3►1 3 1+C3+3+ 9 1+t B+OB+1 3 3 1+C3+3+CS+1 3 1+C3+3+Gi+ 3 1 QB+1 31+C4+3+C4+1 31+CA+3+b4* 1i" + 3 3 1+C4+3+C4+1 3 1+C4+3+C4+1 411+04+3+04+ 3 NOTES: 1. ANCHOR TYPES: 1 -114- ELCO TAPCONS 2.1/4° ELOO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (GS) 2. GLASS TYPES: FOR INSTALLATION IN THE HVHZ ASCVE 30 A. 8118° LAMI - (I/8'A,090, 1/8` A) FT. GLASS TYPES G - L SHALL HAVE A B. 8118° LAMI - (118- A„�Q 118- Fes) TEMPERED I.G. GLASS CAP. BOTH HAVE AND C. 8118 LAMI - (118° A,.09 , 118° HS) ANCHOR CAJANTITY REMAIN UNCHANGED. D. 7118 LAMI - (3/18” A,.Os�, 3118 A) E. 7M8 LAMI - (3118' A.= 3H8 HS) F. 7118' LAMI - (3118 HS,.060, 3118 HS) 0.13118 LAMI K1-118" OR 3/18° A (MIN.), 6118 OR 313- SPACE, 8118 LAMI - (118° A,.090,118 -A) H.13118 LAMI IG -118" OR 3118 A (MIK), 8/18 OR 31W SPACE, BMW LAMI - (1/8- A,.010, IV HS) I. 13M8 LAMI IG-1/8.OR 3118 A (MIN.), 6118' OR 3V SPACE, 8118' LAMI -(118- HS,m0,1fiHS) J. 13/18 LAMI IG-1/8.OR 3118 A (MIN.), 3M8 OR 114- SPACE, 7118 LAMI - (3178' A,.OXO, 3118 A) K. 13M8 LAMI 10 -118 OR 3M8 A (MIN.), 3118 OR 114- SPACE, 7118 LAND - (3/18" A,490, 3118 HS) L 13118' LAM IG-118.OR 3118 A (MIN.), 3110- OR 114- SPACE, 7M8 LAMI - (3M(r HS,.080, 3M8 HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOVM, 00 TO NEXT LARGER WLNDOW IN TABLE, HEAD & SILL: 10112' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 26 314' MAX, FROM CORNERS. JAMBS: IP MAX. FROM CORNERS AND 221/2- MAX. O.C. TABLE KEY: O x +C3+4+C3+1 3 —•—ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (4) ANCHORS AT FOXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. (3- MIN. O.C. ANCHOR SPACING) 26 314' mmL 8' REF. X O X I MTO. RAIL, TYP. EXAMPLE CLUSTER VVI QTY. OF 131 ANCHORS (SHOWN IN TABLE KEY ABOVE) 3 3 26 314' MAX. 2 . 11 F--3° MIN. INMLN. 3 • • S' REF. X O 3 • T ?ATO. RAIL. TYP. 4 EXAMPLE CLUSTER VV/ QTY. OF (4) ANCHORS • • tvotco+e�e,A34'J18 ae • • • ALUM. HORIZONTAL ROLLER WINDOW ;*w • P.o.49x•e�• • •�COMIB. M3,4$0 • 8?rt8,✓y,ebtt3r • c1ai°or" • • • • • • • • tf<?7r0 Nib 8 - 11 412710 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 58706 ' , 0 ;a $z L� S7O�NA�L �1E .L pflLL�t, P£ & SUBSTRATE WINDOW SIZE HEAD & SILL V • • 48.000x 38.378 _ 1+C2+1+C2+1 48.800 1+C2+1+C2+1 60.628 1+C2+1+C2+1 64.000 1+C2+i+C2+1 60.000 1+C2+1+C2+1 L HEAD-& SiLL I I HEAD & SILL I III HEAD & SW. 111 HEAD & 61LL III HEAD & BILL 1+C2+1+02+1 48.000 i+C2+1+C2+1 3 1.+CA+1+CZ+1 3 1+02+1+CZ+9 3 1+a+1+Ge+1 1 -s 1+uz+1wa*1 0 11• i+�.ar� + 50.826 pi+02+l+C2+1 1 3 1+(2+1+02+1 311+02+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 64.000 +1 3 1+02+1+C2+1 3 1+02+1+C2+1 3 1+ 2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 60.000 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2►i+CZ+1 3 1+C2+1+Cd+1 3 1+C3+1+C3+1 303.000 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+M+I+C2+1 3 1+C3+1+03+1 3 6D.000x 31.376 +1 2 1+C2+1+C2+1 2 1+02+1+02+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 2 1+C2►1+C2+1 2 48.0+8 +1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+l+C2+1 3 SO.M +1 3 ITC +i+C2t1 3 1+C2+1+02+1 3 1+C2+1+02+1 3 1+C1+1+02+1'3 1+C2+1+C2+1 3 84.E 1+C2+1+C2+1 3 1+C2+1+Ml 3 1+C2+1+C2+1 3 14(2+1+C2+1 3 I C2+1+C2+1 3 1+C3+1+C3+1 3 E 1 80.+08.41+Ca+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C1+1 3 i+C2-1+02+1 3 1+C3+1+C3+1 3 63.000 1+C2+ItM+1 3 1+C2+1+C2+1 3 1+C2+1+C2+7 3 1+C3+1+23+1 3 i+C2+1+C.2+1 3 1+C3+1+C3+1 3 46.000 1+02+1+02+1 3 III= 1+C�+1+C2+1 3 64.000 1+C2+1+C2+1 3 80.000 1+C2+1+C2+1 3 S18W 1+C2+1+C2+1 3 x 36.376 1+C2+1+C2+1 2 48.010 1+C2+1+C2+1 3 80.826 i+C2+1+C2+1 9 84.000 1+C2+1+C2+1 3 80,000 1+C2+1+C2+1 3 63.0w0 1+02+1+02+1 3 x $6.378 1+C2+1+C2+1 2 48.008 1+Ca+1+C2+1 3 60.828 1+C2+1+C2+1 3 84.000 1+02+1+C2+1 3 8D.W0 1+C2+1+C2+1 3 x 33.310 48.000 80:625 84.000 60.0DO 0;1.000 ©F a 3 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+02+1 9 1+C3+1+C3+1 3 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 140E+1+G2+1 3 1+C3+1+C3+1 3 3 1+C3+1+„4+1 3 1+C3+1*H:3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+3:+1 2 1+C2+1+C2+1 2 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1 3 1+C3+i+03+i 3 s 1+02+1+C2+1 3 1+C2+1+ 2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 3 3 NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2.1/4° ELOO SS4 CRETE -FLEX 3 -012 STEEL SCREWS (06) 2. GLASS TYPES; A. SMB" LAMI - (118° A 090,118- A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5d16° LAMI - (118° AAW, HS) FT, GLASS TYPES G - L SHALL HAVE A C. 8118° LAW - (1/8° HS,.M, IV HS) TEMPERED I.G. GLASS CAP. BOTH THE OP AND D. 7/18° LAMI • (3(1(r &.090, 3/1W A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18° LAM[ - (3118° A„090, 31`10" HS) F. 71`18' LAMI - (3M8" HS,A90.3M6' HS) 0.13/1(° LAMI IG-118.OR 3118° A (MIN.), 6/18° OR 3W SPACE, 6118° LAMI - 0/8° A,.090,1/8° A) H.13116" LAMI IG -118° OR 3/10° A (MIN.1611W OR 318" SPACE, 611(° LAMI - 0/8" A,.090,116° HS) I. 13116" LAMI IG -118° OR 3M8" A (MIN.}, 6116" OR 3/G- SPACE. 6116" LAMA -(lW HS,.09D, '1/8" HS) J.13/16° LAW U3 - 98- OR 3116" A (MIN.). 3M6" OR 1/4- SPACE, 7118" LAMI -(3116' A,=. 3118° A) K.13118" LAMI IG -118" OR 3MW A (MIN.). 3MW OR 114" SPACE, 711W LAMI -0116-AM. 3118" HS) L. 13116" LAMI IG -118" OR 3MW A (MIN.), 3116" OR 114" SPACE, 7/1W LAMI - (SMG" HSA90, 3116° HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SiZES NOT SHOWN, GO TO NEXT LARGER WMNDOW IN TABLE. HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 26 314" MAX. FROM CORNERS JAMBS: W MAX. FROM CORNERS AND 22112" MAX. O.C. TABLE KEY: +C3+1+C3+1 1 3 - AN{3m QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLL�TER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PUNS (1) ANCHORS AT FMO SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3- MIN. O.C. ANCHOR SPACING) 28 314" MAX. -�jj+�•MIN. 8" REF• X O X T- fRao=pzvlm MTC. RAIL,TYP. EXAMPLE CLUSTER Vit! QTY. OF (3) ANCHORS A9011000mlow Zo1 (SHOWN IN TABLE KEY ABOVE) 3 1+03+1+C3+1 3 1+C3+1+C3*1 3 1+02+1+VZ+1 y 1+4"3+1'w 11 a --- ' 3 1+C3+1+CS+1 3 1+C3+i+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3 26 3/4° MAX 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+04+1+04+1 4 I-iF14t11I1 j_ t MEF 2 1+CZ+1+ 2+1 2 1+C2+1+CZ+1 1+B2 *C7*1 1+00+40+ 2 • • `��� ON( NN LY... qf7 3 1+02+1+C2+1 3 1+C1+1+0.+11 3 1+C2+ & 1 3 •'CHIdSF'•�t 3 1+•C2+1+C2+1 3 1+C2+1+02+1 1 +C1 1 3• 3 1+C3+1+C3+1 3 1+C3+1+C3tM 1+.6*4*C2 U 1+08+1+83+ 3 •• No. 88705 3 1+03+1+03+1 3 1+03+1+C3+1 4 1+q+t+q+1 3 1+C4+1+04+1 4 MTC'RiUL TYP' 3 1•*C3*i+C3+1 3 1+03+1+03+1 4 1+C3+1+C,9+1 3 1+C4+1+C4+1 4 EXAMPLE CLUSTER W! QTY. OF (4) ANCHORS �p 4uA t T N HORAGE SPACIMl3XOX 913 -?/3-1/9 dI1M=+30FiAtOTf tZT •"vw ���� Mg - CT VAL1/1&S D! TOA4YCNOR •P.o. fit, •ALUM. HORIZONTAL ROLLER WINDOW IMPACT a L71�ItdLLLQi, P e NOKOW-F at 71c NT3 1? ?27 -?4 E r"es>� ••• • • • • ••• • • :060 • •• •• • • • •e• • 0 0 ••• 0 • ENI -=4A it WINDOW SIZE 4 1+C2+1 3 2+C3 4 2+03+2 4 1 1+C3+1 3 2+C4 4 2+C3+2 4 1+C3+1 3 24V 3 2+C2+2 37.000 x 38.376 48.000 60.626 54.000 80.000 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 I+C2+11 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 63.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 48.000 x 38.376 48.000 50.626 54.000 80.000 1+C2+1 2 1+(2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 1 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 1 1+C3+1 3 1+C2+1 3 I+C3+1 3 X 35.375 48.000 60.826 64.000 80.000 83.000 x 38.375 48.000 60.626 54.000 60.000 X 35.375 48.000 60.828 64.000 60.000 83.000 x 38.375 48.000 60.626 64.000 60.000 63.000 4 2+C3+2 4 1+C2+1 3 2+C3 4 2+03+2 4 1 1+C3+1 3 2+C4 4 2+C3+2 4 1+C3+1 3 24V 3 2+C2+2 3 2+C2+2 2 NE 4 2+C3+2 4 2+C2+2 3 2+C2 4 2+C3+2 4+• • 4 2+C3+a 2+C3*3 14. 4 2+C3+2 4�t pz--Q� 4 2+C4+2 6 2+C3+2 4 oqwcmumms •PSK & P • P•O • • 18. 4 • -- 'NOTE �"• TOAr WFd &40 • NOTES: 1. ANCHOR TYPES: 1-114° ELCO TAPCONS 2.114° ELCO S34 CRETE -FLEX 3.1M2 STEEL SCREws (GS) 2. GLASS TYPES A. 6115' LAW - (1Ai- &.000, lir A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 B. W18' LAMI - (1AP A,.080.1/8° HS) FT, GLASS TYPES G - L SHALL HAVE A C. 9118° LAMI - (9Ar HS„080, '118° HS) TEMPERED LG, GLASS CAP. BOTH THE OP AND D. 7/18° LAMI - (&W A..080, 315' A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/18° LAN - (3/18°A..080, 3115' HS) F. 7118° LAMI - (3M(r HS,. K 3MW HS) G.13/18" LAW IG -1AY OR 3M8- A (MIN.), 8115' OR 3AI° SPACE, 6118° LAMI - (1A3- &.090,1AS° A) H.13/18° LAMI IG -1A3. OR 3118° A (MIN.). 8118° OR 31w SPACE, &118° LAN - (1Af A,.090,1Ar HS) 1. 131'18' LAMI IG -1Ai OR 3M5' A (MIN.), 9118° OR 3W SPACE, &W LAMA - (1A1- FS,.080.1Ai- HS) J.13M8' LAMI IG -11W OR 3/18° A (MIN.), 3118° OR 1/4- SPACE, 7M8' LAN - (3M(° A,.080, 3119° A) K.13/15' LAMI IG -1/8' OR 3M8- A (MIN.), 3118° OR 1/4° SPACE. 7M8- LAMI - (311(r A,.080, 3M8° HS) L. 13M6' LAMA IG -1AA- OR 3115' A (MIN.). 3M8. OR 114° SPACE, 7/1(° LAM) • (3MW HS, 08% 3M5' HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL, 101/2- MAX. ON EACH SIDE OF FETING RAIL CENTERLINE. 18 314- MAX FROM CORNERS. JAMBS: 8" MAX FROM CORNED AND 22112° MAX. O.C. TABLE KEY: Q 2+C3+2 3 ANCHQR QUANnn PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3)ANCHORS CENTERED ON THE. MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7 ) ANCHORS TOTAL AT HEAD AND SILL. (3- MIN. O.C. ANCHOR SPACING) 3/4'MAX NUI- 4 8- REF 4 X 1 3 PRCSDUCf A 3 MTG. RAIL as 1' wdiwya 3 EXAMPLE CLUSTER Wl QTY. OF (3) ANCHORS u� » 4 (SHOWN IN TABLE KEY ABOVE) 4 18 314° MAX. h-3 1 lir TYP. 3 4 • •• V� # O • • MTG. RAIL 6 • • EXAMPLE CLUSTER Wl QTY. OF (4) ANCHORS •• 1 rvn0 I NTS 1 10 a 11 1 4127.10 � E • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ♦♦v ONy LYRN * ' NO.68708 '��Qj,• � 87 * � •�� ONAILA. LYNDI P.E P 69> MIN. 3.4 KSI CONCRETE 1x WOOD BUCK, NOTE 3 TYP. 2x WOOD BUCK, NOTE CONCRETE ANCHOR, NOTE 1 SHIM WOOD ANCHOR DETAIL A NOTE 2 DETAIL. B TYPICAL FLANGE FRAME HEAD SECTIONS NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI -DADS COUNTY APPROVED 1/4' ELOO 1318" TAPCONS EMSEDED 1318" MIN. OR 1/4' SS4 CRETE -FLEX EM13EDED 13/4" MIN.. MINIMUM DISTANCE FROM MIN. ANCHOR TO CONCRETE EDGE IS 13/4'. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI -RADE COUNTY, USE #12 STEEL SCREWS (08) OR 1/4' 884 CRETE -FLEX WITH 012 TRIMFIT HEAD. a3. WOOD SUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS " THAN 1 U2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. X. WOW SUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SHIM BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHAD. BE A MINIMUM STRENGTH OF 6083-T6 AND A MINIMUM OF 11W 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 #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. Ito MAX 8, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER SHIM f 1!4" MAX SHIM I+- 1 1!4' MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENT$ OF FLORIDA BUILDING CODE. I (1.8 KSI CMU) OR PER NOTE 1 ;i.. (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR, NOTE 2 NOTE 1 ; 13/4" <J EXTERIOR f ER • ° MIN, E.D (H & SILL DETAILS A, B, C, D, & H) TYR 2x WOOD BUCK NOTE 3 1x WOOD BUCK, NOTE 3 �j SEE NAILINI DETAIL E DETAIL F INTI ILS E, (JAMB DETAILS E, F & I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR CONCRETE ANCHOR, NOTE 1 1/4' MAX. SHIM NOLI i3w MIN. TTP . ' •. d. 3.4 KSI E.D. • ' NCRETE DETAIL C 2x WOOD BUCK NOTE 3 WOOD ANCHOR, NOTE 1/4' MAX. 3Ht SEE 1�MIP1 NAILING ' • � •• •i ••i i i i•i DETAIL D • • • • • • • • TIG ONS T • W4W 7MUhX0LjWT YRN@ (QbgB. X4 V106 Bette? • •• •• • • • •• •• ••• • • • ••• • • DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2112° NAIL AT CORNERS AND W O.C. TYPICAL DETAILS 0, H & I. !)ET'AIL G (SILL) L "SEE NAILING DETAIL I (JAMB) AL INTEGRAL. FIN FRAME SECTIONS WCHORAGE DETAILS 6M. HORIZONTAL ROLLER WINDOW IMPAC' 18'Hlaff 1 11 d 11 " 4927-10 E fllllllt It LYNN 4#411, *��• No. 58705 A- arA*t ON���AL%%%����� A. LYMI MILLER P.E Prowm iHIA%i���QE MIAMI--DADE COUNTY, FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECON0141IC RESOURCES (RER) I €805 SW 26 Street, Room= BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (N0A} www miam1dade yovteconomy 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 atter 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 Co" -Product Control Section that this product or material fails to meet the requirements of the aplig&llle buildi$g4ode. • • • • • • This product is approved as described herein, and has been designed to comply -*Ath the Flofft wilding • • Code, including the High Velocity Hurricane Zone. . o s ; • • • DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - I.. &L APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact Resistant AhHlhl;tn Tulse N1LLL1on ,•, sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision�r.0 signed;�seal+ed and• • dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami Dade Countylupt ContmCkovisioa 0 • Section stamp with the Notice of Acceptance number and Expiration date by be'Kami D Com'...:. Product Control Section. : 0 0 0 • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant ' "' ' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cit, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. URNWATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11--0922.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0815.05 IAM D C NTY �� Expiration Date: May 26, 2016 Approval Date: October 31, 2013 14 Z4 t3 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10- 0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tobe Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203--94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-9A.. along with marked -up drawings and installation diagrarq o f • �HPA- offkuninuar • • : - mullions, prepared by Fenestration Testing Lab, Inc., Test MepoYt Noi. ITL 6443 •. (samples A-1 thru E-1), dated 02/28/11, and addendum, lej4jj.c aced b9o/ /11, a)f''' signed and sealed by Marlin D. Brinson, P. E.. . 0000 (Subutiited under previous NOA No. 10-0819. 05) • • • 0000 . .. 0000. 0000.. 0000 0000. . . . 0000 0000 0000.. C. CALCULATIONS 000000 . • 1. Anchor verification calculations and structural analysis, co*lylnA with FBW2010...:. prepared by manufacturer, dated 09/20/11, signed and sealed �Y ��onY-TnMille....• P. E. .. . ... (Submri.Ued under previous NOA No. 11-0922.01) • D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC 2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922. 01) Jaime D. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2416 Approval Date: October 31, 2013 E-1 PGT ludustries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTMM) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Subinitted under previous NOA No. 11-11922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq L Chanda, P. E., Product Control Examiner. (Submit#ed under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion -- L.M.I.", approved on 12/08/11 and W g on 05/26/16. 0000 • • 0000 0000•• 0000•• • •• 0000•• • 0000•• • • • 0000•• 0000 •• • • • 0000 • 09 •00•• 0000•• 0000 0000• • • • • 0. 00 0000 0000•• • ••••••• • • • • • 0000•• 0000•• 0 0 • •0000• 00 0 Jaime D. Gasedn, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, x016 Approval Data: October 31, 2013 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS MULF�T�LE aG"01"FiR�LL MULLIONS F ." ; IEET192a SESDSTAd.6 I / A71M S; BHSETS23 �SEE DETAILS . HORMU AL Aaoll 9 MULL 115575 43 LENGTH HOFMMWAL Mt2L UMTH LUL 1y OP Y Y FOR Ht11LQ. Ti SINGLE MULLION SINGLE MULLION "SEB CtXtRFBPOT�INO DETAILS `, FROkI ENDURE 1 A80VE. GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE F04ESTRATION PRODUCT INSTALLATION. TYPICAL, APPLICATIONS ARE SHOWN. EACH BtTUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES M BE DWORWINSM 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNIT& muL oN3 SWAR HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TQTHE MULLION CLIPS, BUT $HALL OWE NOT HAVE A GAP OF MORE THAN 114' FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U18M THE 113 STRESS INCREASE WAS NOT USED N THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOW SCREWS. 4) PROPER SEALNG OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE \ INSTRUCTIONS. 1 AT 01TAILS S) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO �TERMNE PRESSURES AND / 2a ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEEP 21. FOR MULTIPLE MTS, CONSIDER OPe ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN H PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. FOR HCRIWNNTAL 0) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLEM. -GHM3 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOW BUCKS BY OTI ARB, MUST Be ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE GATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATIQN PROMAMMAY 8) REFERENCE. TEST REPORTS: FTL-8443: ELCO ULTRAOCIWAGGRE-GATOR NOA'S, ANSNAF&PA ROS FOR WOOD CONSTRUCTION; MUSTOR ADM -ALUMINUM DESIGN MOM KtOWAC1tMED S) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE WRL INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT 030") FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE OEM OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SKEET 22 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR! OR t--mmm MULL 1SN0TH�»j MULTIPLE MULLIONS GENERAL. NOTES............. -.........1 WILL TC 2XW006.. _. 2 WILL TO IX & MASONRY............. 2 MBTALLATION NOTES - 2 MULL TO MANY --..._....-....3 "L TO STEEL STUD---.-.._- 3 MULL TO MULL............_.._......- 3 ANCHOR SPERNB...«.....,.....�...-. 3 ALTERNATATE CdJFB.-.-..�. —4 BAY WAL MSTALLATI(N..o..........4 1 X 2 X.128 MULL SPECS --..._...8 1 X 2 X.37B MULLSPECS-.. W..«8 1 X 2.78X.898 MULL 'ECS.... -...7 1 X2.7OX AS MULL SPECS --.-.8 1 X 312$ X.800 MULL SPEGB......9 1 X 4 X.123 MULL SPECS.........»10 1 X 4 X.878 TUBE MULL BPws -11 1 X4 X.398 T NRB -L. SPECS.... -11 1.26 X 3198 X.288 MULL SPEC8..12 2 X 4 X.26 WJLLSPECS.,.._-....13 2 X8 X M MULL SPEOS.w..... --14 129 X 2.11 X.128 MUU.SPECS.. 16 3Y X 328 BAY MULL SPBCS«,.....16 48' X 328 BAY MU LL S PECTS...-- i T M{LUON & CLIP DVAMMN8..-.1&20 WMPLES t & 2_....-.......-.....21 LOADING EXAMPLES.._.._... --22 4) FIND THE CHOSEN MULLION'S l4ltNNAPACRTYLL FROM TABLES 1A THROUGH 13A, ON SHEETS E THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND P MING WIDTH OR HEIGHT (DEPENDING IF THE MULLION 18 SPANNING VERTICALLY OR HORIZCNTALLY). THE N C PACNT_Y OSSM OBTAINED SHAD. MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENTS FOR THE OPEN G OBTAINED IN STEP ll� 6) FROM THE SAME TABLE USED N STEP 4) ABOVE. FIND THE VALUE N THE NEXT COLUMNANCHOR CAPACITY LEQIM LLB$). THIS VALUE REPRESENTS THE 1NNDLOAD TRANSFERRED To THE SUBSTRATE BY THE ANCHORS AND MUST BE MIETT TO ATTAIN THE FULL MULLION CAPACITY. ! 4�! �•• 8) FROM THE MC�{LCtTY R1 lTAILE:ON�E USING YOUR ACTUAL SUBSTRATE CONDITION (MULTIPLE ANCHORISUBSTRATEMN:HOR.CLU, HgTTE8AYMAU ARPL SIRtLEC it AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS META • • • • • • :0: • 7) IF THE MULLION CAPAG�Iif n.B�iF'MOBT/fD IN%E l%Kt tSfIR9HER THAN THE DESIGN Pit REgU1REMEt4T tLBSlEY'� FOR THE OPEDING� MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMUi� TOO N THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE OI) VERIFY THE DWIG A RATINQ RB8/Ff THEfENtS PRODUCT T08E USED AND COMPARE WITH THE FINAL MULLIQN_ APAC:ITYfL88 O TANEOFDR�EM6dmNSYS'jEAd.VER�ROFTHETWOSHALL.APPLYFORTHEENTIRE MULLED EBTRAT AS4 • • • -R 9) HtMIGHT OPTION USED ANS drABLE %W IDIS LL4EDIN A S&CWgC,SPPt�CATION WHEN DING THIS ROA TO APPLY FOR A PERMIT. ••• • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 11 82! �,1 Cpl ::7:.471XX ! * No. 58705 FL P.E. DETAIL DETAIL B: d MULLION TO 2X WOOD BUCK " MULLION ATTACHED TO 1X Btu T1BP Tn'•�1�BUBSTEtATE, OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER (OFFSET CLIP SHOWN)) (STANDARD CLIP SHOWN) aTTA sEe WE Tastes le 1a BYorHfilre, sEeNore 1, 1 i tmnita't 1 SHET74 ., .,....,. r••''o; . �N .4 up 1 8EE 8HEET8° b MB1 ZT '.: �• , fi06fi THE11 16-20 FOR KME .d 1 1 coNtTtBTe �iCA&1' -'�s l DISTANCE, V BTANDq(M10R .e .° t LOCATIONS _ a e. 1 ,1 I'•— !-SEE WE TABLES � U I ED8E DWANCO 18-108 t�yyj CUP MAY as o ' I IMALLED BY1 1 .a OgTANCE ® ° 1 .° HO MASONRY ANCLU Q s THwmaim a °, 1 sole" �26D MA%P�1 ° °q a 1 1 I SIDE VIEW � fM9 y p ALL MIALIOKB q" " e d 4 e STANDARD LLE .• ,e a f.YW MAY BE �� a a u a D18TALtEDBY q a. a.° EXTERIOR v ° Tt89 MATH•!. ....4mm OWANCE e e a FOR q a e +» ` h .°: MA60O°' M . o ANCHORS EXTERIOR e4 ° e•• e TYP. ANCHOR TYR �O OR 10.1 TYP. awO}ISI1887R 8U83TRATE, 868 TABLES 18.108 8EE TABlE898•'H61 BEE TABLES 1&108 6D8E/aBiD DWPANCE 866 TABLES AND �— BUCSSIWP 1B-0OBA: r ATTAOHROW BY 07HER% A18? •...t. :�'. SEE NOTE 41, ATIACHMBNT ' �.' '•� : '+ 8!16874 ...ri: 8YOTHER8.SHOT t �. e'�•a.• '; •'� +' MN2.7tOCONORET80RCMU FRONT VIEW FRaDlxrRnvlsBD �wmpf ' tvltGldeFtB1WB FRONT VIEW � DJSTALLAT�N NOTES: 1 Dmfs 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION• • • • • • • • • • • • ♦O NN LYNN 4. • • • • • • • • • ♦ O Q`itc ONLY. BECAUSE THE ANCHOR CAPACITY IS BASAD PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE • • • • • • • • • �♦ 1�.• Nab P �i CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE • • • • • • • • • • •. FOLLOWING SHEETS. FOR DETAILS A•D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED.• • • • • • • • • • • • • • • • * ' No. 58705 _ 2) ANCHOR HEAD TYPE MAY BE PANHEAD, HE7WEAD OR FLATHEAD, 4) WOOD BUCKS ARE OPTIONAL, BEE DETAIL C, SHEET a B O ( 13 • ••• • ••• ••• • ��'• STAE 6) FOR MASONRY APPLK:ATKNdB IN MUiMI•DADE COUNTY. USE ONLY MV1bQ•DADE COUNTY APPROVED • • • • • • • • �� F •, GCR10•, ELCO ULTRACON OR 51.00 914 S.S. AGGREGATOR MASONRYANCHORS. ��i S ° ♦� • • • • • • • • • • • A. Wim MILttk P.E. FL P.E.#58706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A -D. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HIDWEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MI MI -DADS COUNTY APPROVED ELCO ULTRACON OR ELCO W S.S. AGGREGATOR MASONRY ANCHORS. DETAIL E; w hm MULLION TO MULLION INTERSECTION (U -CUP) NOTES: 1) MAY BE INSTALLED IN'TEE• OR'CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWING% SHEETS 18.20 FOR CORRESPONDING MULLION. EXTERIOR WESHEMISOPOR HOLELOCATUM EDIT WSTANCE SEE TABLES 18.1ca SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CUP SH, STRUCTURE TVP. ANCHCA PER SUDSMM `SFE TA18.1 BLES �� enAito t t ••1 oF 97EEt STUDSTHMERTHAN FROHL7VIENi• • • •1$QAONDCQWlPLMNTWlTHTHEFL% • • • • ?a� TH MWTUBEL O EXTERIOR t18E ANCNORsrEcs • • • • • • • • 1)) FVM W0804LACKED STEEL 87UM WOOD • • • • • ANCHOR VPRUEM MAYBE USED. • i i • • i i i • 41)H f jQRQE8�ONDING MULLION TABLES, • • • • • • 8 6.17, r011tt QUANTITY OF SCREWS. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SIM VIEW V, x LYNN i'�t'i A _ �tOEWS TI<' No. 68 // 705 * ' o. '•,ISTA ` i il`S`._ • ..A[ORIOP • �U.��� A. LP.E. FL P.E.# 68M DETAIL F: DETAIL G: DETAIL H: FIELD -MODIFIED MULLION OLTP ANGLE MULLION CUP BAY MULLION INSTALLATION (F -CUP) (ANGLE CUP) (ANGLE CLIP) 6WM 2AND 3 FW0WALLATM TOSmmo•UBSTRATE3. eMEWOR O NINES FOR INSTALLATION OPTIONS P. 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.11" X .126 MULLION. 2) SEE TABLES 10-10B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • • • • t&O f' INU L-TEON OPTION G & N: •`-'i • i h) ILE; M;ILB OM PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. • • • • • • • 21DLJ,; SE1krA m s IS -1 is FOR ANCHOR QUANTITIES AND SLEETS 1&20 FOR HOLE LOCATE, 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR • • • • • •11plE LOCIIRONS. • •• • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1XI -,x`O*`I LYNN ? No. 58705 it .0 to )5t Q ••. STATE ' Z a FL I At3Lt TA n Taft WMIA Wldfhyor p3mtngmu8ore)OrOp-mgHatghl(rcrhaizada9Ys rtaUart6) BOW 60m 7010 BOB Dorn login 120 In 14D In too in > T.D4T<tan0• 1leateM& Tia ffitrm. ft-94nr Tesllfden9- uma U00mian9• Ita0ten9� TONJrr�m.W-it, • 1 omten81 x2x.128 t4aaam L4ean9 L-ano taaarm I. -A s [neem �H faeces L4edne Unifies LOOK" Luba•no t•��urmTuboMtR°n I fill 42 h1 111.9 408 129.8 332 932 408 116.6 TDA 408 107.8 321 89.9 408 1024 918 82.1 408 1W.0 316 76.9 408 100 319 461 406 IotA 919 t01A 3W �.0 408 1Dt.0 3t9 48 1. 741 S12 83.8 258 87.4 312 734 252 BSA 3M 6L0 248 481 SM 612 248 41A 312 81.3 2N 37.5 312 81A 244 312 312 OLD as 2a8 312 81A 2a 23.4 312 61.0 2u So=il *A 281 70.8 234 63.2 281 811 228 4" n1 8&7 224 39A 281 1221 272 36.8 281 60.1 710 31.8 281 49.3 219 20A 261 49.3 219 228 281 4143 2t8 Z.0 281 4&3 219 6410 82.6 241 61.6 2W 45.9 247 481 202 37.0 247 44.8 186 321 247 OA too 292 247 59.4 104 28.3 247 36.4 103 21.9 241 38.1 183 10.8 241 38.1 193 18.4 247 Al 103 --80 0In 38.4 200 412 179 32A 200 36.4 too 21.4 200 $1.6 163 24.0 200 28.9 160 21.3 200 27.1 168 192 20D nA 161 18A 200 260 168 rr 0310 35.1 161 3LS 166 27A lot 30.3 152 21T 161 2" 148 20.1 181 24A 148 10,4 181 221 144 tae 181 21.7 143 soIn 281 168 3" 142 2tA t85 20,1 130 2oA 165 23.1 130 1d8 166 2L0 134 724 222 189 233 12 108 139 181 Ito 18.9 138 17-5 118 7610 tae w 18.1 199 lar 1n I8A Isr WI17.6 116 110,21 tot IA16l.k 7ti 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND MEET 22 FOR 9NFDRMATKXN ON LOADING. A71911oiCa Table ANGLE CLIP MUST BE USED 01 PAIS. FIGURE 4: FIGURES FIGURES: HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET818 M FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. •• ••• • • • • • •• 4) SUBSTRATES: CONCRETE SHIA L CONFORM T0AC030'IISPACIRCAV0N11 HOLLOW AND GROUT-F[LLED L .12V CONCRETE BL/C UNIT (CMU) Com. SHALL BE PRESSURE TREATED YELL�VSOU7tIERNFINEWITti I& L T>1 SEAMINIMINM OF.128' f LyT�C1W THICK. STEEL STUDS TO BE A MVV (1 STRUCTURAL STEEL TO BE AT 1• X T X .128' MULUON LEAST.12V THICK AND A31L ALL ANCHORS INTO METAL SHALL bb A L 3 SCREW THREADS BEYOND 1•e Caq. I THE MATERIAL. FFCMWCW F8te0 mm FT •• • • • • • • • • • • •• • • • • • • • • Molmr7ppN 3110tIoot10 t1 ttd Ebol•teoa Br11 Eko utmem SI18 EloaUoeaon Sli Ebo116neoon w Ss a 1016• We* t2am4n t1c es Else Awa 810111eN so[eWtam ousted 8M at" a -WPM 8t'(C1 AedtaCUPPettems dpe patens (la2 r 2-1w r 2-1Y 0-tv r 2.1rr r 2.1rC r 9.118'• r 0.48^ 0.0r 0.3w Pn1.•4" Ivr I'VIr 1$K' r 1.114' t-114 1N4• 1-0rr -7-4m- 1174 1-114 r t;p8 Tw Inca nets 4) 2M6110404M KM 0.Q MWOW aqvet d A0eM1a L O.t3.l (m OM4)C9P0`i9.27 400119 700010 WA WA 00 A WA 280 380m* the WA WA 488 WA WA WA 862109 man 1120me 4AnM=Q3•N61.O.a/12124* Angfa r(F4g. Wtte 7B9•s MineIbe '1898 the 8109fe 6600s P8A 780Its 936ma 892-6 2384029 000 64003% 1M0IDs 2Anotnae®0.48'ONi.0.al111:OR h4o iW'A6mn. 8T9$WA WA WA WA WA WA WA WA WA WA WA WA WA 18Os 1Anoha/FIMPM6 'IMM 187169 258o 44680 822 me 13S the 1409s 17710a 37D the 230 fbe 332109 6Bt it4 1891am 210 fba ff-E 2AMhae�L16' Qat F•COppt9. �' 2QO6e 100 WA ms t6A huA WA NVA WA 326k0 42ot6o Ihs NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE UTANIAMW Wr. IGU E • URE • 0 1111 r FIGURE 3. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND MEET 22 FOR 9NFDRMATKXN ON LOADING. GEE SWEETS 2.4 FOR GENERAL INSTALLATION METHODS. ANGLE CLIP MUST BE USED 01 PAIS. FIGURE 4: FIGURES FIGURES: HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET818 M FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. •• ••• • • • • • •• 4) SUBSTRATES: CONCRETE SHIA L CONFORM T0AC030'IISPACIRCAV0N11 HOLLOW AND GROUT-F[LLED L .12V CONCRETE BL/C UNIT (CMU) Com. SHALL BE PRESSURE TREATED YELL�VSOU7tIERNFINEWITti I& L T>1 SEAMINIMINM OF.128' f (DR-) X UitA.I,ION CAP..m -) eANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINYWM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND MEET 22 FOR 9NFDRMATKXN ON LOADING. GEE SWEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDD OPENING WIDTHS IG ALLOWABLE. r 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 1&20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET818 M FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. •• ••• • • • • • •• 4) SUBSTRATES: CONCRETE SHIA L CONFORM T0AC030'IISPACIRCAV0N11 HOLLOW AND GROUT-F[LLED L .12V CONCRETE BL/C UNIT (CMU) Com. SHALL BE PRESSURE TREATED YELL�VSOU7tIERNFINEWITti I& L T>1 SEAMINIMINM OF.128' f LyT�C1W THICK. STEEL STUDS TO BE A MVV (1 STRUCTURAL STEEL TO BE AT 1• X T X .128' MULUON LEAST.12V THICK AND A31L ALL ANCHORS INTO METAL SHALL bb A L 3 SCREW THREADS BEYOND THE MATERIAL. •• • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Iv! * • Na 68705 * ' i~O •' VElp A. MiNdM)119IX P.E. FL P.E.# 68706 TABLE ZA Mumn 25 0 Ta le w 12} I 2 OpenmeWtdth(Wap1665Uyspernitgmmam )a eM Me16M(torholfzaIddy-spealrlB 12D In 149 tn 160 to � .I 4YNiV W I9 W In 7010 W t0 coin 100 b1 Raata*M opT&n9. RmtanB- Tr -9. R 710WOM RWW4u%T T hepirden9 Realmguffi 7YeNTiiaaffi. Tmp/fdan9. Tr0a8tOW. Lnadlo8 Loadtry Load9a I4 L4aR08 Loading Loa01r® 1 x $J371 AluaTube LDa81n9 L -ft Loads• I"ft Laaft L4adtr• lcndin8 Loaft �'j`. •MSg' P 1780 820 170.0 436 151.3 864 170.0 478 IM? 662 190.0 608 1138 682 189.8 818 1008 882 188.8 817 008 662 1889 617 76.7 862 18&0 617 BAA 092 tB68 617 867 B82 1889 617 607 89.0 396 38.0 SW 960 3'98 }}� 4) $U TRATE3 CONCRETE SHALL WNFORNA9d 0 HCl i81 EPE• AND GROUT -F UED 7218 607 1360 419 101.4 f717 1182 410 869 807 1067 760 807 1026 39B 67A 007 8A8 397 W.6 � no 3W 80.7 507 98.0 398 43.4 368 439 460 80A 37.0 468 300 368 324 450 80.0 3W 103.7 455 114.8 370 W4 468 89.8 371 74.1 460 90.6 384 80.5 4W 842 380 57A 468 81.3 387 BL8 4W 80.0 727 372 83.4 1-400-167.3 318 LTA 400 04.0 318 429 4W 613 314 368 400 81A 313 30.8 400 81.6 313 28.1 400 81.8 31$ W4 400 93.3 336 71.2 400 809 326 61.0 400 623 9� 88.9 270 61.9 324 57.8 270 44A 324 51.2 284 369 800 469 240 31.6 320 57.9 257 31.1 304 420 2W 260 930 40.8 783 22.2 324 486 283 16883.8 299 874 2W 40.8 284 499 2W 36.4 20.1 43.8 241 93.8 294 38A 237 28.8 294 371 234 260 294 35.2 292 224 284 30.8 230 18.2 294 39.4 230 18.8 280 39.4 Zig 18.7 2W 27.7 200 14.6 ZW 27.7 � FIGURE 4. FIGURES: FIGURE & 460 2W 49.8 239 �t0 2J88 424 2ffi 33.4 2W 37A ?29 29.2 780 30.1 21B 200 288 31.6 215 23A 269 28.0 212 19.5 208 260 210 226.7 228 264 188 226 226 2U "S 20.0 2W 23.8 162 160 226 221 1W 160 229 20.3 177 12.9 ' 18.8 178 f13 1� f0.8 178 1201 76TH US 276 37.0 t98 300 2m 322 1B1 W8 207 9a.0 177 28.6 202 27.2 773 21.0 70a 23.9 1I0 '199 202 2Lfi 187 17.0 207 18tH 1W 1A3 164 183 128 18,7 S80 10.8 201 '16.9 198 8.p 202 78 (a 2" 102 28.0 988 Zap 112 261 186 10.2 192 229 1182 17.7 102 18.7 1W 167 180 9.1 187 14.Y 192 168 158 11.8 192 152 16i 10.1 182 14.4 160 89 '193 ml Win 168 144 10.0 128 t64 144 161 128 W 162 127 16S 118 I A046ar7Y0a�i 37t8'Eta0lAlt000n I tlCSltbtl&SeOn I"� I 3n6°Et�lmretl4n I t7a't�ouaes4on I numeclatorl i�aomi 1 Ie«4wro631a�'t�11�11 ArEWCOP Paftm NOTE: FOR THE OFFSET CLIP, USE THE PATTERN AND AS THE STANDARD 4NCHORCAPACITYAD.g1$vo u r-- ) }((-r0"- ANC10R CAPS ` ANCHOR CAP.- MULUON CAP. /i USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED• CORRE3PONIDINO TO AN ACTUAL PRESSURE REQUIREMI=NT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. IV 1: FI E MURE& • . . FABLE NOTFM• 1) SEE SHEET I FORBe SHEETS 2 FOR GENERAL INSTALLATION METKODS S AMD SHEET 22 FOR 80FORNIATKX7 ON LOADING. LINEAR INTERPOLATtON BETWEEN MULL LENGTHS ANI)VOROPENING WIDTHS IS ALLOWABLE. 3} MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.28, HOLES TO BE DRILLED IN THE FBE Q LQV}tfI}�G D�NpE NC1L RE�TtiPCT10N3 SHOWN ON SHE :7816 2C. )<6MATEt�1 F� T7QN18• • • • 12} I 2 N�O6- 6�-Al 1 t I t � .I 4YNiV FIGURES SHOW Sl7GGESTED, AP • • • • •SOW �'j`. •MSg' P ANGLE CLIP MUST BE USED IN PAIRS. }}� 4) $U TRATE3 CONCRETE SHALL WNFORNA9d 0 HCl i81 EPE• AND GROUT -F UED = >k 68705 CONCRETE SLOCK UNIT (CMU) SHALL SONFORM TO A91CM� WSODSHALL BE PRESSURE -TREATED ; Np. FIGURE 4. FIGURES: FIGURE & YELLOW SOUTHERN PINE WITH ARft OFt.N.DAL11M6111M SMALL BE SN3 7%RMD BE A WNIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND -OW THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.128' TH=ANO A3& ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1• X 2• X ,376' MULLION r L9 I> / ' TQ O THE MATERIAL. %� ST ` • • • • • • • • • • • A. tt6k*1NBAI I P.E • •• • • • • • • • • • • • • • • • • F4 P.E.& 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 3A AWbn capaoft TBMe "111119 NId61(tor Ast6ea6y-sptlmilg 1nUIm•) or0p9nIft H919M mU6ms) wUf win Mtn so In win twin 120,01 14010. testa 1 x 2T6 x T dm•. hegTderm. Rcala•uim Topes. Ramat Tm Rm7.an T Raotbndu TMOTfaw. RBabWft Ta1JMerR. TaA/tdanp. • Ta>pd9leng. .376AIsx loaft Lom" Isadn6 Lb L -*V babes lbadln9 Ie00r• toe4w L4�g Lemko Losam L Sfm toaft LWAV toading Lot" 66Tube uI1•n 1 fill, , 1 1a 1 1a 42tn 170,0 8:0 17M 436 170.0 744 Ino .0 170,0 868 17&0 6w 170,0 892 170.0 618 110,0 110 170.0 821 770.0 1210 170.0 wi 148.7 1301 t70A 621 7278 tam 170.0 621 111.6 tam 170,0 at win 170,0 706 170,0 624 170.0 80 179.0 694 1700 892 17&0 0;030 170,0 1183 470.0 881 161,0 1tso 170.0 877 t38A /K19 170.0 OW 113.9 1139 MO Bw o.0 t139 170.0 8w wA 1129 170.0 680 60.6w1n 170.4 747 17U 683 17&0 808 170.0 SIM tC78 1032 170.0 664 146.8 t032 17U 77d 130.8 1032 170.0 747 117.4 1032 f700 768 87.9 1032 7T&0 768 93.9 1032 1700 Tw 73.4 1032 170.0 788 Mtn 170,0 787 1160 612 t61.3 607 170.0 wt 136.2 w7 184.7 730 114 7 1w.6 M 107.6 807 bf6.0 714 w.8 9W 141.1 710 800 8W t•W.0 709 6&1 907 140,0 700 wb 907 140.0 708 wit 141.1 ra 76t8 678 117.8 736 130.3 611 16&8 m it&0 1619 6 19&2 two 7&4 788 498 088 708 736 88.1 876 WA i38 918 874 6&4 81.8 $74 44.1 736 018 874 6311 1218 888 130,0 870 4818 880 1118 W W.0 M 600 647 8 MI &98 67.7 60 89.8 631 60.8 60 708 848 tas 688 7&6 821L-- m 768 821 0&1 968 760 4m t BBM 70&0 637 112,0 67d 88.3 W 8&1 811 70.7 W $L0 wf 77.4 403 66.0 $07 71.6 488 63.0 69 07.8 461 442 6W 63.4 478 378 637 67.7 474 33.1 6W 91.7 414 72N 81.8 010 1188 443 09.0 610 73.0 6&3 % 642 429 0 97.0 419 48.4 6t0 63.3 413 4&8 610 wA 408 34.0 610 4&9 402 292 610 44.4 638 288 610 44.3 S98 min 694 468 72.6 � 678 180 81.7 392 49.0 469 64.1 3688 40.8 378 .'•.0 468 44.0 373 34.7 469 418 389 288 468 37.7 302 24.8 463 3" 368 21.7468 36.7 366lab 64.2 4N 670 381 616 436 50A W3 468 438 488 98836 4V 301 38.7 436 400 368 3A1 436 3&1 361 288 430 31.4 344 229 439 328341 20.1 486 322 8409061 418 327 43.1 200 34.8 317 3&4 M 298 327 018 28027 2&9 278 212 327 2&7 271 20.9 327 23.7 188 17A 327 21.0 782 148 377 i&3wIe 940 2W W4 267 29.7 W 290 >� 24.6 � 004 2487 211 214 19.1 291 2D8 240 VA 287 19.3 237 14.4 267to242 227 241 206 202 227 208 wt 178 227 1&0 1 1&0 tw itf In 22.3 216 22.7 t94 180 218 1&1 1111 168 216 1&0 188 Mtn 1Z6 184 17.91 167 AttghorClpPelerre AndWT,W 91t6'1Jaa163taaan 1WEkoUbaoon F * 0 1 3PtB tibblmabon 7f4Ebolfatflapl ummom Aggtetiaty smev((461 Boww(o� emeata l Edgeolalatwo r 2-117 r 2-4/r quer r 2- r 2-11r r a r 0.411"60.• 0.324° tsabbatnmd 1.474• 1 1374 144' r 1.114 1-1w 1- 1-114' 1• 1-1/ r 1318' 1310° t•te4) 94 no. .l w t7tlo fff& Eta t Iba 00. fAe 4 Aab=61.117• L9n O. I OlmdMW 011M000P 11` 16 4wPoa 7wWa WA A IEa 870 N!A WA WA WA 6620s 646 ma 1129IAa 4 Atglas Q3'60n 0.0. /RR216Aaglat sltRl9 106 Mft Bs 16 to faa mlaa Poo WA Wfab 9D0@s SW 0.s 2060 t•R8s 616 1120IAe 2 AV Mm o.0. WA A WA A A WA WA WA WA NIA WA 18 Atrohaa/F.CgptPtg. 168 7LS 446 [be f87 196tba USE1776s 37010.8 234 Its its �t 480 no 2ArA= 1.1fr00.CJF 24o A I WA WA 1410. i 690 I WA WA IIs iba NOTE: FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN ANDANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. IWRE F2� • . 101 FIGURE : F * 0 1 Is 0 11 ANGLE CLIP MUST SE USED IN PARRS. FIGURE 4: FIGURE && FIGURE & w 111-J [11 • waurnac wv,,m„„„ (OP,�)X . =ANCIiORCAP.- USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD T= MI IMAM ANCHOR CAPACITY WINICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLAnom "6LE" ANWM (MM VWJM IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN AI REE NON 50 WA 6. FOR W(AW DIMENSt INS, SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE Fei"' i' I�II D FO"qyNIND DIM£IISIONAL46iEPNOI60NS SHOWN ON SHEETS 18.20. FIGURES SHQW SUGGESTED, i °m 0 • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI So1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -W, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.6& ALMNU�M�,$H�ALL BE 8086-T,46�AND 1• BE A MINIMUM OF .12V THKRK. STEEL STUDS TO Ri�j= GRAOr;3s ¢� Y ` T P S "i OTURAI STEEL TO BE AT LEAST .12V THICK AND A AL1 ORS U4T� M�TAL T 38CREW TFOiEADB BEYOND THE MATERIAL.. • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11 tie UUUlllll¢1/j!/ / * No. 66705 J�� •lJ� ! OF a i ' �: /O�++Njj gAgy%- A. LYNN B111LI to P.E. FL P.E.# 68705 TALI G AA T 4B moon ommity Two TebtS(Ibe Ops"IngtlYtd81(Cor ) it Inwa 11 MON muftm) 6001 60 In 7011 s061 coin 10011 ROin 14061 18061 1x2788 ft-APW ftdftoft T 1! ReaN4uB187 Ti6M1Ien8. wp7aelo. Retar 1 11apfM•g.1moWat 7 (int P 2 -VX Waft Loft loadn0 LoadfnO 1Aea� LaeMr• tntdoe toadne Loedbte Laedlq Laa" Latdtn9 LoedUm Lame LB8dn8 .sBO Atom. ill, I a 1- hI I h I h h 1-114" 1114' 1.114 r 7 eeeege if• am1mm121. QBao.� 1ftm W(wm*cffpft 211 aaft Tao 181 I I i I I I I I a I I a 4210 17&0 W 170.0 1 435 170.0 74 On() 498 170.0 w tmol 600 179.9 002 170.0 $to 170.0 ilia 170.0 821 170.0 1240 170.9 521 170.0 1486 170.0 521 166.7 tMO 170.0 1 50 13&8 1820 170.0 621 W 4614 170.0 708 170.9 524 170.0 860 170.0 684 178.9 042 170.0 890 170.9 1133 170.0 881 170.9 1278 170.0 877 170.0 14117 170.0 680 141.7 1417 190.0 880 121.6 1417 170.0 800 10&3 1417 170.9 880 7160» 8O.�1n 170.0 747 1700 559 170.0 808 I?U 811 176.9 1040 190A 804 INA 1188 170.9 723 182.9 1288 178.9 747 148.3 1266 170.0 768 121.9 1288 170.0 788 104.6 1988 1704 768 OIA RBB 170.0 766 260 was 1 891 me 5414 170.9 707 170.0 612 170.0 858 170.9 881 170.9 1118 IMA 754 160.7 1130 170.0 803 1334 1130 170.0 837 I- 1130 17&0 896 100A 1130 170.0 861 68.1 I= 170.0 861 78.3 1130 170.0 88l NOTE. FOR THE OFFSET CUP, USE THE SAME MCI= PATTERN AND ANCHOR VALUES AS THE STANDARD CLr. 6014 170.9 6611 170.9 7M 148A 046 MU 784 128.9 015 144.5 748 108.0 018 1324 739 STA 015 126.0 728 87.9 010 118.5 720 73.2 Ot8 114.4 715 O8.9 016 1t4A 718 644 016 IRA 718 0314 181.8 688 1111.9 71O 920A W 130.0 804 108.9 Bao Ria 861 w 830 I= 870 644 830 100.8 882 784 830 It" 850 413.3 861 04.6 040 64.2 690 04.1 648 47.4 830 04.4 040 684 tats 7947 140.0 850 t1o.0 907 110.8 838 04. 789 .9 631 B2A 787 06.1 814 T3A 767 88.1 808 88.0 767 642 G.0 787 704 683 47a 767 762 881 414 767 782 691 7261 101.9 638 1083 052 044 838 914 810 72.7 638 80.1 &40 OU M 722 521 58.5 838 864 5t4 80.0 838 013 508 42.4 638 672 600 36.3 838 BB3 407 MA 838 602 407 7861 05.14 671 80.4 406 781 671 788 488 074 470 64,1 871 BOA 471 454 WI 564 484 442 871 MA 40 3&0 671 41A 451 US Bit 44.9 447 274 671 4461 446 75% 80.0 542 034 414 8&7 842 70.8 466 67.1 842 82.1 488 50.0 642 5&7 440 414 642 614 442 40.0 582 4761 437 393 842 424 420 28.8 842 40.0 425 25.0 842 40A 42a 0012 521 407 847 361 43A 401 *A 894 072 407 8&O 949 4116 407 98.5 349 26.8 407 1.1 s� 20.0 4V 204 334 21.7 � 4 25.1 327 18A 407 2611 � t83 407 2).0 310 0011 424 358 44.1 320 0A W 372 814 U? asa 32A W 26.8 368 21U1 304 233 350 2&1 300 2L5 ase 244 aes f7.9 358 210 15.3 3� t9,a 261 10861 At 203 =0 288 251 2� 264 251 214 203 324 247 f&8 263 1&0 244 11&7 283 1&0 240 t&4 283 1e3 11111 ?JA 2&a 34'G �.t 207 2a.0 835 100 27 2.8 230 173 20! f&3 231 16.4 29 t&B 228 Ro61 aao tae 72.3 208 183 ne 1&e 205 t&7 273 fsa 362 T 4B TebtS(Ibe IMCmielsArtOhorCe WSW= Mat cuu PT AWwCDPPa2mn6 Ana11•T 3M6'EtooWMall 6FIVEt n 1!4•Eha4818oen Inam 3MS'0ao11Wroean V4'SBE1a6 SWEIN tW89E1W 91881ee1 #QMW a128tea 174'Eb6125aoaf Ate" LMMM Agtg80" SWW(04 BmaaM 64"(CS (int P 2 -VX P 2• 3• 2G 3118' r OAS' !2W�2b!sdmtmRm 79' or 1314° 1 13184114' 1- 4'61 6• 1-114" 1114' 1.114 r 7 eeeege if• am1mm121. QBao.� 1ftm W(wm*cffpft 211 aaft Tao 1454 WA a WA 444 WA WA WA mm t¢O bt 4 493 MULO.0./ 2r6AOSCIODI 0.31 980818 780110 880@6 1 m "oft 640@6 W 780106 838 R• 860.66 2361be 652M 1110@6 2 • 1mL4L 18o IV A A 7160» 1 Atwb•! p 7841• 186 Its 40 260 was 1 891 me oaF-w =roe WA 144 I WA I MW = mn NOTE. FOR THE OFFSET CUP, USE THE SAME MCI= PATTERN AND ANCHOR VALUES AS THE STANDARD CLr. CIRCLED VALUES ARE USED 811 THE EXAMPLE ON SHEET 21. eANCHORCAP.- I USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED [441.91 ION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE GURE 2 TABLE NOTES: • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. • SEE SHEETS 2-4 FOR GENERAL INSTALIAMON METHODS. Pamm 0 F ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: �F'IG'jUREE FIGURE @ • I I 11 • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANIXOR OPENING WIDTHS IS ALLOWABLE- ** ••• • • • • • •• 3) MULLION AND MULLION CLIPS "WN ARE It�EN8�H0 SEE SHEETS18.2. HOLES TO BE DRELED IN THE FTE! p OWWO�gQ� EAI�►OI�pL �E$�1j( IOPT ON SHEET81$ 2D. FIGURES SHOW SUSMTE0, APPROXIMATE E I&C&TIO 18. • • • • •i ••• •• • • • •• 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3411 SPECIFICATIONS. HOLLOWAND LED CONCRETE BLOCK UNIT (CMU) SWILL CONFORM TO ASTM C-80. WOOD $HALL BE PRESSURE -TREATED YELLOW SOUTHERN PULE WITH AN SO OF O.M. ALUMINUM $HALL BE W63 -TO AND BE A MINIMUM OF .126` THICK STEEL 8TUDS TO BE A MINMUM"4PE 33 ANIi.048'"GK (18 Gati(4i STWarURAL STEEL TO BE AT LEAST .126' THICK ANO A38. ALIeANIMR4 INTO METAL @HALL EKTEND AT LWWW STREW THREADS BEYOND THE MATERIAL. • • • • • • , • • •• • • • • • t • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1' X 2.76• X sw MULLION Real 4,1 n 1177 Az No. 68705 ��' lt3T' F3 •�: Oi��Ct A. LYMW'ILNLI M P.E. FL P.E.468705 TABLE SA mumn Tole Qpwft N&d1h (VIM uadke6y sPtoril3g 11419W W) of Mn HS w II9 sola Min 70rn Born gain 100• 12081 140 La 11881 To% X69 r4owadwTreWPom9 14mtaotfl0ar ir0{YOfang. Realenglrtar P11ds0S• mer TtaP70s0e t}aP781e08• R4otarSr Trspi9)a10 Reotm.uer VapTda,g. Rnbnft nWMM RNtMft oaP/i8altg 1"x3.12x" Loa" Loaft Loads• Lwdag L -ft 0 Loaft Loaft Leat Loaft Lwft Low® Lwft twft LwAso Lowing Loaft Loaft AV Alum TOO MUD &ftwMI h I I fill, 1 111 1a I h 11 h Hoftw cmu all 4210 170.0 820 170.0 435 1170.0 744 170.0 470 170.0 Me 170.0 506 170.0 M 170.0 618 170.0 1110 17010 521 178.0 1240 170.0 51 17U 1488 170.0 521 NMA I73s 770.0 521 161.4 1602 IMOJ 521 4810 170.0 7W 170.0 524 170.0 = 174.0 684 9010 882 17010 830 170,0 1133 170.0 1101 170.0 1275 170.0 67 170A 1417 170.0 OW 1677 1877 Imo BM 13&1 167 17.4 .0 680 110.2 %7 1780 680 509mrn 170.0 747 170.0 863 170.0 886 110.0 631 170.0 tw t70.0 W4 170.0 1186 170.0 723 V8.0 170.0 747 170.0 +484 170.0 788 141.7 1495 170.0 768 121.8 +496 1701 758 102.3 1495 170.0 768 54In 11&0 787 1704 612 INA 8M 170,0 B81 170.0 1198 1704 784 V%4 1276 170.0 803 INA 7401 170.0 897 +02.6 1401 170.0 888 t24A 1401 170.0 WI 106.8 t4M 1788 69t 9&4 1401 VU 861 60In 170.0 00 170.0 701 170.8 1068 17&0 M 15U 1150 170.0 878 138.7 1168 167.0 M 123.3 I168 1%5 817 111.0 1188 148.7 910 02.8 1168 144A 703 78.3 1168 144.5 909 69.4 1158 140.6 903 03In IMO 100 170.0 745 INA 1069 170.0 M 137.0 1049 168.5 680 118.8 1018 141.7 8M 108.8 100 132.0 838 98.0 1018 U&6 828 7010 100 118.3 MO 689 1049 it" 818 WA 1049 118.9 819 g 7� 601a 118.8 N8 17U 7M 102.0 988 161.3 404 118.1 889 133.7 M 104.2 9M 121.4 778 8SA 05 +12A 705 85:4 988 708.4 767 s9.8 � 99.8 748 BA0 B65 98.7 748 62.1 865 88.7 ill 33 7210 VAS Mo 134.0 027 107.9 0ItU9 882 81.0 603 CIA 870 60.3 803 8t3 60 71A eM 8310 840 GL2 803 7810 80 6&6 BR7 75.2 Bit 4610 803 69.8 8S8 X0.1 ei 09.7 827 7810 f0&2 721 114.1 829 91.0 721 07.0 618 711A 721 86.1 802 68.3 721 78.6 US 80.7 721 70.1 888 44.0 721 88.4 876 46.8 711 88.4 50 3&0 721 68.8 864 34.1 721 68.1 W3 7411, 1010 884 INA 888 02.2 SH 88.4 887 72.2 864 78.4 070 83.1 684 "A 607 84.7 8% 84.4 60 400 664 WS 851 42.1 664 84.1 641 36.1 484 5110 838 31.6 684 80.8 634 Wi 88.8 614 07.0 486 84.0 814 67.3 448 47.0 614 40.0 402 CA 614 44.0 433 30.8 614 40.0 427 3Z9 04 37.3 421 27.4 614 830 412 93A 614 30.4 408 20.8 814 2810 403 8610 642 402 597 404 46.2 452 4710 208 38.7 402 4010 300 33.0 452 3&4 384 Al 462 U9 976 VA 402 MIS 373 726 4W 289 388 19.4 452 242 359 189 452 22.8 356 118200. 108rn Al 367 AS 022 317 S67 3Z7 317 272 367 204 312 239 367 264 302 21.1 35 2Z7 309 IU 2108 289 10.9 087 10.0 283 13A 057 18.2 287 119 367 1610 1.03 6910 111 In 11&I 390 36.8 300 282 938 30.1 309 28.0 338 28.1 286 219 338 23.1 202 188 398 209 176 338 18.0 146 898 18.0 278 1Z4 386 148 273 1710 336 1&8 188 1010 120rn 27.7 M 28.2 263 23.1 28025 218 t0.8 288 20.5 ?SB 17.3 289 18.1 252 18A = 163 248 139 289 149 202 71.8 288 129 240 &9 288 111.4 1 230 0.7 269 10.4 232 TABLE SB AnohorCaP To% X69 2. C*WeA &ftwMI Hoftw cmu FMWW 4liltl PrWeedmew AndwC81PM6at713 Aneher 911s'FmoU0wo0 U4•EkolAtmm d18• 12146 Ubaow 3118FJost.raeon V4'EboWmean IW as Elm 8176• Stoo ur sg mm fic ated 612 ow 9t2 ftd Ulww Ag8e8dwSCOW(CMSaw(SMSarew(85) E4eo 4n) r I 2.11r r a 344 r 2 -IM r 2-1w 2• 344 r 4.47 Qw oazr law• "C taw• r 1-1Ir -1w• IAW 144 141r MW r tal8 14V jjj!1e4) (!94.761• Ct/ 9a 99MIm ISC40A 270M wft 364 otv 740 9• 0m7� 118200. 326 16a 491.1 Wh M $WMIRd 0,P 2) 402 700 ba 6910 to WA WA -m-Tw A 1010 WA WA WIA saws N 1120160. 4 0718r1. 01A IM Ards C11pa 9k mom 7Mba 802 t bs 1 bs boom -Na aa 898ba 90 882ba MOM 1120bs 3Attt.1we *0.46't10n.O.C./U•WP.880 (1�. W WA NIA A WA WA WA WA WA 1810 /0741ha I MOW F43p tPlg. +BS bs 138 0W -BER-0 U461Rv 622 ba 138 bs 102 8a I" M 370bs392bs 2346]a 881 bs 183 Ns 2/ Ore SBD 2 AWM 44 LIB WL GA.1 Pip (FIg.Bg 240160. M ft WA WA r NtA WA 19091s WA WA WA WA 141.0 329ba I 420 ba 1 509- ; FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANDANCWOR VALUES AS TFB 8TANDARD CLIP. GAFAVIIT -ANCHOR CAP.- I THIS FORMULA TO OBTAIN THE ANCHOR ACITY REQUIRED' CORRESPONDING TO AN OPENING. WHEN IT IS LOWER THAN TWE MULLODN CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE FIGURE : FIGURE Z TABLE NOTES: 01 1) SEE SHEET 1 FOR MTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE IL FIGURE 6. s 2) LINEAR INTERPOLATION BETWEEVJI%L: rTr A•NDn ORV%'G.WIDUIS ALLOWABLE. 3) MULLION AND MULLION CLIPS 4002 ARE jOT*fQE. CR T $1ENSONS. SEE SHEETS 18.20. HOLES TO BE DRILLED IN THE FEUVOLLOWNG MIM 51181 AbRBCTiWTDDN0 SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROAMATE NDLIPLOVATIt8 O00 0*0 . • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIPIC0 4 . HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90 WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF M ALUMINUM SHALL BE 6083-T6 AND 8E A MINIMUM OF AW THICK STEEL STUDS TO BE A MI4Iu LW"ADE 33 ARID .04Tr**IC K (1849AUBE} WUCTURAL STEEL TO BE AT LEAST .128' THICK AND A38. Ift ANCHORS INTO M1:TAg SK%L"END AT WIT 31CREW THREAW BEYOND THE MIATERIA4 • • • • . • • • • . : ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "0aNr Gvrw Al ' v�eivae � .p '.. ' No. 68706 t Ig13Ts OF ss/ONAL Sof A. LVIUIV M4I9.fEtA1;�.E. FL P.E.# 0706 TART F RA TALI C o -- - Mui6on o0 Tebte Ano)w Cepaolg Table (1!a) QpwdngWidth (brtettictalg9ParWnBrtn/Uals)orOpentnollelg♦(whwad no m) Goin 6001 70N 8901 gain 10001 12001 14010 16010 ftabr 18az 7WOnlaa IZmNag111m 1Z g11s1 TCWTdaag. TMAMIM. fiE1 8e1 TieoTft . Reot�da7 T�tPo>�. w Tmpmb • R ftr Iftgniew 1 x4 x.128 LCK" Waft Lamftp Ua8n9 IoadO• loae•• Laed6i Loaft Loaft Loaft Laadeg Loaft Loaft LwAft Loaft Loaft IAa9t Laad1• Akm.Tub Mullion e PTV&W Metal Atjdlw' Clip Pa8Et111S AfOfi• 9118'Ek0tG0aem if 11 11 11 if 11 111 421n 170.0 040 1706 435 170.0 744 17MO 478 IM,41 SW 1706 808 170.0 981 170.0 819 17&0 I1t8 I70A Gel IRO 12W 170.0 821 179A 14M 1740 621 146.8 IM 170.0 641 127A 1489 1MA 621 401n 11&0 708 170.0 04 170.0 666 11&0 664 IRO W 1706 630 (70.0 1123 1R0 661 170.0 1276 1760 677 1685 1384 170.0 SIR 130.3 1968 tiOA 880 114.7 1803 170.0 860 97? 1308 170.0 880 soman 170.0 747 170.0 6O3 170.0 068 1706 631 I70A 1048 170.0 884 170.0 1196 IRO 723 168.1 1230 170.0 747 1405 1296 170.0 768 IVA 1238 1706 780 100.4 1296 170.0 768 67.8 1298 170.0 788 5110 1760 787 1706 612 110.0 W 100 WI 1R0 1116 IMA 781 184.4 1188 170.0 603 137.2 1166 1706 897 12&8 1158 170.0 888 1029 1186 1706 881 BBS 1180 11&0 ON 772 1188 1706 601 OO in 170.0 8G8 t70.0 Mt 186.7 fM 1R0 787 1449 1042 161.1 832 1251 1042 14&7 816 1112 tW t38A 801 110.0 1042 1302 791 864 1042 1251 M 71.8 1012 MM 762 62A 1042 1�.1 732 Win 170.0 980 1TOA 748 IBIS 092 1639 818 12119 002 144.4 786 11&4 092 181.0 712 1009 " 121A 763 O&9 992 114,8 766 7&8 989 10&4 748 04.8 692 1011.0 744 K7 M 1050 744 8801 188.4 949 1706 789 137.6 917 1486 788 11&i 817 180.3 788 10&4 947 117.7 782 919 94T 10&7 739 92.7 647 1022 729 8&9 9U 8•1 713 S./ 917 84.0 711 81.7 917 846 711 7201 1389 049 142.7 787 113.2 $0 1219 722 97.0 819 IOU 708 04A $40 89.4 890 78.6 819 09.7 886 67.0 899 627 879 6U 319 78.3 869 486 849 72.6 1162 42.5 849 72.4 651 7810 If0.6 782 120.7 866 $0.3 783 1088 m 826 TSG 90.0 810 722 762 8&G 829 OU2 784 74.2 6W VA 76'4 892 613 4&1 702 WA 02 41.3 762 88.9 W 3&7 78? W4 O0 Mtn 10&8 721 IIIA 034 $%0 724 US @R1 76.3 724 OU OW OU 714 94.4 649 59A 724 6&1 691 8&4 724 $&A 610 44A 726 07.3 673 382 724 64.3 899 384 786 UA 636 9001 696 843 na 163 WO IMS 60.7 474 4&7 80 VA 488 436 813 47.1 468 306 643 429 462 34.3 513 396 419 2" W 34.9 438 US 863 321 480 21.7 843 30.7 428 9810 87.3 478 We 42/ 478 478 49.7 419 409 476 432 412 WA 478 36.6 408 31A 478 34.8 400 28.7 476 Me 396 M.9 478 2&1 388 20.6 478 269 S80 17.9 475 242 898 1050 40.3 977 41.1 $41 396 377 346 336 26.0 377 $0.0 330 232 377 280 M 284 977 26.0 22t IMI 3" 228 Sit 1&9 3" 111.8 310 14.4 997 17.1 30U 1410103 tib3 11181 37.1 397 976 9?S 3&9 967 316 318 211.6 387 279 313 23.2 357 20.4 800 26.6 9W 280 305 1&$ 967 20.1 301 1&4 387 17.4 294 89em3 t1lA Mtn 1&.3 803 28.8 279 246 300 2&/ 274 21.0 j6 21.7 2M 16.3 308 19.2 w 18.3 303 172 283 8521ba 60 1fD30 tam 17.0 212 172 186 twits WA TALI C o -- - Ano)w Cepaolg Table (1!a) sololual 2AOmade &a Cow. I FI0ed12du PTV&W Metal Atjdlw' Clip Pa8Et111S AfOfi• 9118'Ek0tG0aem 1/C 000 tA0eam1 41r Elm u1�6e6 3He'Exot&�on u4•t7aotx96w6 lWaf o B raw IW 8813x0 0108184 Bf211W 0128" A04GM I6fMM A080at47 Salad(" $cM(8% 8=w(M 6n 1• 2-Im t• 2-uT S-Vr t• 2•tw 1• I 2.12' 2 34w 2• &43' 0.54• OS24' ta7AetY9ad "Ir 134' mw 1314' r 1.114• -11w 1-w 144 1-u4• PIC Y 131" 1,418' (98a10104) 2 G 4.W Mk 00.1lmmdardmftIw =110 39090440ft860@8 Ibs Os 2D ms W4 Me 740IN 46880 WO 1182 m3 ros 6W m3 4A0d01s®22CM01.O.G7dC8plR9• 700ms 70000 1410103 tib3 WA 68D613 WA 89em3 t1lA 880m3 WA 8521ba 60 1fD30 A1to18®t-I668.O.C./BmMazddipft 1189100 twits WA WA 1. NA 186 WA WA WA 1304m3 1 Me60.0.4/(2)2a8A0t2Ip3lFl9• 780tba 9801631780 ®s 9280 m9 8/0m0 580&9 708me t�Oms 586 1328@8 236405 tm260 SWm3 1120m3 11701)8 1170.82340108 2844 M3 Sit ms FAME VA 114 MR$ 182010 aG4eml amft 08 t800m9 WA WA A WA NA NSA WA WA WA WA Net t4Tdm3 Ant M@ O.C.7Rglpft 95080 380 m9 47Gms A 2MRS WA 316MS Oma 440 Oma 00 66flm3 4Aneiam 1.1 0900.0.lFClgf 480W0 900m8 WA 696 A WA 3>g80 WA WA NSA WA P0A B62ma 8HI0 119Am0 o ANCHOR CAP.® USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" OORRESPONDINA TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTr« FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALLMS AS THE STANDARD CLIP. FIGURE 1: FIGURE?. FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: TSE NOTES: • • • • • ♦ • • • • • 1) SIB: SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAb WSWWtAR901t1 MM`HOOi6. • • • • • • • • ♦ • • • • ♦ 2) LWAR (NTERPOLAT%BETWO Mi> fL! r-NMAIM CAIG WIOTHS IS ALLOWABLE. 3) MULLION AND MULLqALI -,% W 44 HOOT.TE S&LBCFDMf8&M DIMENSIONS, SEE SHEETS 1S-= HOLES FIGURE & FIGURE B: FIGURE 7: TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-x. FIGURES SHOW • • • • SUGGESTED, APPROXIMATE HOLE LOCATIONS. • s • • 4) SUBSTRATES: C0;&VCLLONI M 31 =jpS. HOLLOW AND GROUTFLD Qp CONCRETE BLOCK T L� SYAI L BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITHANSGi1F0.65.AVAMUMtiH 4BEOWT6ANDSEAMWUrtUM OF.128"THXIC.STEEL ANGLE CLIP (FiGUR@S BAB) MUST BE USED IN PAIRS. 3TUD8 TO A MINIMURI GRADE 3314ND.048 TIIIdC (90gVAM). STRUORMAL STEEL TO BE AT LEAST .122 THICK AND AIG. ALL A ITOSI98TAL SFA�.EXTEt gT LEA9fi3S tVHREAOS BEYOND THE MATERIAL. •• • • • • • • • • • •• •i • • • i• •• 000 0 0 • 000 0 9 1181111!1 ...CEI43F'' ' NO. W05 O '. it 15,13 CIE. a� T�•. .FC ...... A. LYP�f�h$I��i P.E. FL P.E.# 68705 TABLE 7A Vumon Capatimt Table IWWA Opewng wift (tor RIUii01w) orOp•Nng Ntdght (fat Nott Flaw) 5918 6018 7818 sob an 11. 1001n /2018 1t4ob t6ob 1x4x.376 Items 7rewlga�m, 1 Latins ftda•lpatm 115WRIam. RMWWXet TaWrimp. Peatansi er n4wmena• PAda9 tv Tm aiRwi-o r 71e0111mis• pumunplar Re Ta m. t18a4n4aar rs 11mm• R Trepm+m�9, Laft LasQ ng Lftft Lwft Waft Lafm Loaft Laft Laefat Leaft 1,0809 Lums Loft L"04- uaft Laeft AUMTube tit mon 1 fill, 1 11 1 1 1 A Jill, 11 1, fill�I h I �I I, 4218 170.0 820 178.0 436 170,0 744 170.0 478 M.0 888 IM0 608 17,00 992 170.0 8/e fma file 170,0 MI 170,0 1240 170.0 621 170.0 1488 170,0 I 821 170,0 1796 178,0 1 621 170.0 1883 170,0 621 4818 170.0 766 170.0 524 170.4 800 176.0 084 170.0 992 1780 830 Me 1133 170.0 681 170.0 1278 170.0 STT 170A 1417 1mill 680 MA 1700 110.0 880 170,0 1983 170,01 880 151.8 2024 t7&0 MO 60=10 1710 747 1704 OBS 170.0 MB flu 631 170.0 100 N0.0 04 170.0 1186 170.0 723 17&0 1345 170.0 747 170,0 1494 170.0 758 170.0 1783 INA 788 168.0 1819 170.01 768 130A 1819 I 170.0 768 Min 170,0 787 170,0 012 170.0 858 170.0 691 170.0 1118 170.0 754 170.0 12M ITOA ON 170.0 1454 170.0 637 170.0 1694 IMOI M8 159-0 1788 Inc set 137.1 1789 170,0 861 120,0 1759 I".0 681 6018 170.0 M6 110.0 701 170.0 1003 170.0 767 178.0 1240 IMO 878 170.0 1417 178.0 'ad 170.0 1M4 170.0 859 IN.$ 1819 inol 1593 10.8 1870 170,0 t593 113.0 7819 170.0 1063 972 1819 170.0 1084 63tn 170.0 959 170.0 746 170.0 1118 170.0 680 170,0 1= 170.0 e40 170.0 N66 170.11 1016 158.7 1642 170.0 1078 MA 1612 IMOI tt22 1174 1642 188.8 110 100.7 152 1674 1187 08.1 taQ 167.9 1187 66b 17&0 974 170.0 7M 170,0 1189 170,0 593 170,0 1584 170.0 fM 180.8 1472 170.0 1068 142.8 1472 1664 11411 12M 1472 IMS 1159 107.1 1472 074 JIM 411.8 1472 148A 1104 69.3 1472 114U 1 1104 7241 170.0 1083 170.0 878 1904 1276 1704 1009 1804 1II2Q Q8.2 1101 1310 1 14" tOQ 117.5 I= 1V4 1086 158,0 1320 Q6.8 1019 88.0 1320 117.0 10n 76.1 1320 1124 ia3 0A 1359 1112411012. .ffi�7l 70 In 170.0 1122 148.8 1159 16,04 103 128.2 1159 159.0 481 it21 1104 126.7 •►6 59.7 1159 118.3 861 59.8 1184 1016 962 74.8 1181 974 93ti eat IiM 911 9?] 66.1 7186 81S 825 7818 186.1 1Q4 158.4 1124 147.6 90 118.6 1124 12&8 947 I"$ 1120 118$ 031 an1124 IDSA ate 834 1124 MA 908 592 1124 59.0 880 69.3 104 84.8 881 MA 11& 812 878 9018 lat BM 90.1 814 94.3 738 77.2 6" 82.1 724 &A 664 715 712 ISM a" 86.8 7M 844 $0 a1A 803 48.0 594 612 878 US 8" 940 859 818 644 47.7 88288In 89.1 744 742 742 77.2 852 59.8 762 W.2 641 66.7 759 094 Mi 49A 70 59.1 872 44.6 742 49.8 $14 57.1 742 454 659 81.8 742 39.8 80 27.8 742 57.6 681 t08to IM118.4 OU 50 62.1 W 434 MI 4d.7 388 48.8 513 39.1 50 41.4 566 34A 680 37.3 418 31.3 680 342 492 28.1 00 29.8 Ot 22.5 NO 264 472 19.8 686 24.7 468 lith 87$ 598 404 658 49A 498 41.2 so C2.8 487 50.0 08 36.0 40 884 80 34,2 473 2&8 SM 91.5 487 244 a 27.1 487 204 558 24.3 449 18.0 688 -4 442 12018 46.8 478 38.0 4718 39.0 426 US 475 33.7 420 28$ 476 28.8 414 28.9 496 28.8 40 224 476 24.8 459 1&0 476 21.1 595 IS.$ 476 18.7 98774.3 476 17.2144 b 28.4 3URA 530 224 301 1&9 330 19.3 597 1 t8A 830 17.D I 285 AnchwC6p Peg9aw I An" V1 $ns Ein Utmem I 174' 13m it ma I usr i Xtr avo U4aaan I iW 13m Wwm11 ANCHOR CAPACITY ADJUSTMENT FORMULA - (DP_) X I ANCHOR '- -I o ANCHOR CAP. - `MULLION CAP., q ,., USE THIS FORMULA TO OBTAIN THE'l1NCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE P44 MMWAIENT FOR THE OPENING, WHEN IT iS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHiCH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE 9 TABLE t E3• 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • • • • • • • • • • • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION MM. HOD,.• •• •••�n •� • • • • • 2) LINEAR INTERFOLATIOR BETWEEN ra aGTS R §P4ING WIDTHS IS ALLOWABLE. • • • • • • • • • • •44��,, 3) MULLION AND MULLION CEO SH* 41E §OT10:CAYE. r6 EXAOT DIMENSIONS, SEE SHEETS 18-20. HOLES TO #F• UV iN TH&RIELO M U)7MNS iSUONAL RESTRICTIONS R1 I ArM mm im4FFTR 1 n.041, FIOLIRFA SHOW BUMIEBT®_ APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE a FIGURE 7: ANGLE CLIP (FIGURES 5W MUST BE USED N PAIS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECT ICATKM HOLLOW AND GROUT -FILLED CONC EBL, &NIT (CMW) SK%IoQPNF0RM 10118Tta *W- WOOD SHALL BE PRESSURE -TREATED W S�UTHMilNS WITH AN SG OF 0.6S AIM4SW SHALL BE $083 -TO AND BE A MMMUM OF A2G THICI! $WEL SQU IS BSA GRADE 33 AND.00' THldt (18 GALiGEy SBQl1RAR�L! T B T T ,1 yi1C ALL ANCHORS INTO METAL SHALL _"�� AT YC"'. 3 BEYONp MF.TERW.. ••• • • • • ••• • • • • • • • • • • • • -t tow r-- --I 1mv I -- lx LYNN M/ .CENSE 4�+''. ~ No. 68708 *' A. L?tft AILLE!K F FL P.E.# 68708 qGURE 1: FIGURE 2 a1 � • � lam E 0 0 FIGURE 4: FIGURE & • • ANGLE CLIP M BE USED IN PARS. FIGURE 6: • TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SFE SHEET$ 2.4 FOR GENERAL INSTALLATION METHODS. 2) UNpAR iNTERPOLATTQM go see MJLL LENGTHS AND/01t OPE4VG TWIDTHS 18 ALLOWABLE, SHEEE 8�18NAND •20 HOiES TO N CUPS I F ENS n TIS SHOWN ON SHtB=TS 19• F(f3yyE8(ED�AP •• ••• •• • • • •• 4) 51188TRAT@S: CONgtETE 8HALLWIOMME "OLE LOCATIONS. CONFORM TO ACI �1 SPECIFICAT�TIB. HOLLOW AND GROUT FILLED CONCRETE BL�lC UNIT (CMIn 8HAlL �NFCRb1 TO ASTM C 90. WOOD SFW L BE PIIESSURE-TREATED YEI.IOW SOUTHERN PBdE WITH AN � OF Ok5. ALUMIAIUM 8WiLL BE 61)[33-78 AND � A M91j�MWsyQ1a•12S THICK. STE•t•SAUDS T'®9FJ14 GRADE 33AND .046" TH�ic (19 GAUkE:}sBTiKiOTURALO SiE�Ci�pTgO�BE� T�Le�T .1�5' ND THE MATERIAt- ANCHORB INTO MCi � •8HAL •B�EXTEP•1D /�f �i "_ •.. �•'Y• • •• • • • • ••• ••• ••• • • • ••• • • • • ••• • • Plaids ,111111t1e/ �� � vcF.itaF' ;gyp ` rr No. 59705 NAL A. LYC+RS�fGIGIP.E. FL P.FA58705 50 In BON 701. SOW BON 1BBW 10N 140N ,SOW T Redmvww Alm,,LTW" f I mum= al 1 1, a I h I 1 1 1 i a I 1 11 a I h 11 1 1 1 't 1 11 11 01 1 2:4x.28 I Lc v t•Bdb•N ,Aad • LemMI LoadnO Loaft t•Bi• II ilo I I 11�10 I I I 111 1 1 L, i I I i� ATI&W Ctp Pebm I Ando iP4 v,s- Ero• ul.o•, I ,a- e,QouN•w I u aca, I sr�6 ew Sao I ur taw uu•� ISI I I Ml-(` Ill M FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE & FIGURE @ FIGURE 7. FIGURE & URE FIGN1; FIGURE 10: ANGLE CUP • . • • (FIGURES SW • • • []• MUST BE USED IN PAIRS. ARE USED IN THE EXAMPLE ON SHEET 21. -ANCHOR CAP.® I USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACXTY REOLww CORRESPONDING TO AN ACTUAL PRESSURE RELtIHREMEN7 FDR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY AOfITONALANCHOROPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTF.B: 1) SEE SHEET 1 FOR NSTRUCTICNS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 211 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • • • 21 LINEAR INTERPOLATION BETWEEN MULL IENGTHS •AN*lOR F@PENI�G V" �AL TABLE. 31 MUI LWN AND MULl10N CLIPS SHOWN ARW� �J S�D SHEETS 18-2D. INGLES TO BE DR4LW N THE FIEi D FOLLOWING D1MEN810NAL REST 1 SHOW SUGGESTED, APPRCXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFIGN __ D C FWrNFUED CONCRETE BLOCK UNIT (ft" SHALL CONFORM TO ASTM Cr80. Y A S E PR TF SO L�jUT P8 WITH AN 3 OF 086 ALUMINUM SHALL BE 8083 TB AIS BE A I�NwIUM 126 T 8$TFUp9 TO A PiIllAWM C#iADE 33 AND A41� THICK{18 GAUG4 STRUCTURAL STEEL TO BEAT LEST .1 THICK AM ALL ANCkORG INTO METP! SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • 2'X4• X.26• mUtUON til1I1N,1N/it No.5S706 ` [thiA�t kig lG"�` A. LYNN MP.E. FL P.E.# 68705 TABLE ICA mw%nc o gR► might mdiff- oriftno Height Pr nue-) COtn Cola 701m Min 0010 login 12010 t40 to 18010 RWi.40497 Tttgllfttw9 I>eofa�N6 BapRda• R4atw PAm 72aptibmlp. Roate*ft TVAg4 M1• T7�1Im19• 1 TtaplT�agJLwdtB• R4 01paag.ftd=gufa Tiwwma 2116x.n Loft twang twang toeaa0 utrial L -ft twang IAeaAB Loodo L•adu Lwa00g twang Lw61g Loosing Leadn94S In 170.0 610 170.0 435 170A 744 170.0 478 1780 840 170.0 MB 170.0 02 170.0 018 170.0 1118 170.0 GM 170.0 12MO 170.0 621 170.0 521 170.0 1736 I= 821 7n0 IM 170.0 %1 40fn 170.0 7M 170.0 024 170.0 m 11&0 600 170.0 080 170.0 830 170.0 1133 Imo 881 170.0 I m 170.0 877 1700 1417 170.0 MO Vito on 1700 1883 11&0 660 170.0aa� 170.0 eO 00.826Is 170.0 747 11&0 SO$ 170.0 608 170.0 031 into 1040 MA 804 170.0 lies 1700 720. 170.0 1345 p0A 747 170.0 1404 I7ag 758 1700 708 Ino 3002 170.0 780 170.0 8401 1764 707 170.0 612 170.0 BM 1740 861 170.0 fila 1700 780 in0 27o 70.0 N3 t70.0 1431 imo 837 1n0 IM Imo 888 f70.0 ON 170.0 7231 1700 881 170.0 28Nt 170.0 W Mom Imo M im0 MO 170.0 toes Imo 707 Imo tem tmo m 1n0 1417 Imo 944 170.0 IMI 170.0 aim 170.0 1771 Imo 1033 Imo 2128 170.0 I= t7U 29M I0.o 1088 170.0 W Into 1040 0301 170.0 930 170.0 745 170.0 1118 1740 OW 11&0 1302 170.0 010 1704 1400 1740 1018 1n0 VW 170.0 1078 170.0 ON Imo 1122 1700 2231 176A 1140 170.0 2689 170.0 1171 Ing 20M 1740 1171 8801 1n0 0.4 1740 780 170.0 1/80 1740 803 170.0 1384 1n0 1000 170.0 1408 11&0 1088 9700 1783 tm0 110 470.0 1048 170.0 4210 170.0 2338 170.0 1278 170.0 2727 t0.0 1280 178.0 3117 170A 1 MW 1740 too Imo 078 1n0 1270 IM8 NM 170.0 1408 170.0 1120 00.0 iM 1740 1228 170.0 NO 11&0 1318 170.0 2t28 170.0 1387 1740 2OM 1740 1400 170.0 2878 Imo 1640 170.0 3440 1700 1838 min 170.0 1122 1740 837 170.0 me 1n0 IOM Ino two I" 1240 170.0 1784 1744 192E 170.0 1010 1n0 t42t 170.0 zm 170.0 11015 11&0 2082 100 1= 170.0 3140 170A 7891 1700 3689 170.0 1740 70In 170.0 1181 174.0 840 170.0 1581 two 1118 1740 lotl 170.0 1260 1m0 16:42 70.0 1088 Ing 2640 iM iN4 170.0 2352 170,0 NU 170.0 27M 11&0 1700 170.0 3223 1n0 1777 1n0 9880 10.0 1788 BD Io 170.0 I= 170.0 1114 1700 1584 Ino 1928 t70.0 1840 170A 148117U 2126 170.0 i6M .me 2391 IMO IM 170.0 2408 170.0 1918 1740 3400 1704 2128 IWA 3413 1740 2240 158.8 3413 11&0 2381 W In 1n0 140 170.0 1152 170.0 1700 11&0 1434 0&0 1M 170.0 187E 1m0 2287 1700 1104 170.0 2500 7740 1852 1740 183;1 170.0 180.0 S1B8 11&0 1388 137.1 3140 788.0 2470 1�.0 3189 iml 2440 140401 Ino 11194 170.0 1409 170.0 7818 it0.g 18p 170.0 2251 17QA tang imo 2650 1740 1028' 1848 =I 170.0 2171 14&3 2701 181.8 2940 172.8 27401 140.4 2281 106.8 2781 I= 2234 9L7 2781 Me 2180 111 fn 1700 1&98 170.0 1454 t70A 1888 1m0 1700 1700 2283 170.0 t8M 176 1 04210MIA 2402 182.3 ?245 t30.8 2402 148.0 ?216 115.8 2832 1114 2106 97.0 2652 716.1 2128 88.4 24052 MU 2MB 12001 1740 1771 1700 1040 170.0 2128 11&0 1859 184.< 72b2 1690 1881 130.7 2281 141.1 1884 120.1 2240 1272 7830 100.1 :Ztd 118.1 1918 110.1 2161 40.8 IO72 772 2zs2 40.9 1840 87.8 BtA 11508 14401 126.1 1881 1280 1445 1042 1884 108.1 1426 89.4 1884 810 14W 702 1884 400.7 1390 88.6 1884 723 1873 07.8 IMI 408.7 1940 82.1 1584 40.0 138D 44.7 15.1 49.2 190.5 59.1 ISBt 40.4 1288 AtdarCipPOlfBfi9 An•11mTom 3R8'19wl W.. I VrF1=UtMa•n I& I MWEIMMOnm I 7/4'13aol9Maow s r z FIf3 1: FIQIEiE 2:& FIGURE4; FIOU1 8: FIpLBiE 4.Y. FIS1IiE t& FKIlBiE 11: FIQURE & FKiI&iE 8: FiSURE 7: ANGLE op • • • • • • • • 6IF1� 1R�s MUST RE • • • • • • • • i1WDIN PAM (OP-) X M.� O.- ) 'ANCHOR CAP. - USE THIS FORMULA TOOBTAIN THE'ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENI•K4. WHEN IT 13 LOWER THAN THE MULLION CAPACITY (FROM THE TABU OF THE SELECTED MULLION. IT WILL YIELD AM24WNMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTION$ FROM THE WA I NRA WA 1•A 984 WA wA �a-u w• N!A WA WA A WA A 268450 �2 , �NIA om WA 1 WA WA 8'"142 840Ibs t4. (ffi18t1 rmt,oc=,*"c-! TABLE NOTE& 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON 111fIt1111/f2j' LOADWO. SEE SHEETS 2.4 FOR WNERAL INSTALLATION METHODS. �� 2) LWEAR Itl7ERPW./=TA Bffr4mE0WAX LSNC3f t� ANOm OPENING WIDTHS IS ALLOWABLE. • B.0 )v • • • • • • • • DIMENSIONAL RESPW CTiONS SHOWN ON y� LLOR NE C WW OT G11LE FCB* EXACT DIMENSIONS, SEE N ON No. 5875 HF $BEET¢ 20. FI S B SUGGESTED, APPROXIuIATE HOLE LOCATIONS. % � �:, d O d f3 ;' 4) SUBSTRATES: CONCRETE SHALT. CONFORM TO Art 301 SpECFMTKM. HOLLOW AND GROUT -FILLED TREATED STATE 1C/ %�'C` ''• Fl OR7I7P.: ' �` CON BLOCK UNIT (C � j1ObAs C.W. WOOD SHALL BE PRESSURE BE 81141345 AND AUC MINIMUM f • . .. ���` ``• '/S71111 FjFi�2��!��f�iCONF R AL TO THI S � TO rmI 9AUM�ARADEd3 AN®.048' HIT OK (18 8T m W BE A 1V'5A . THiCKANOAm ALL ANCA on INTO MENTAL SHALL EXTEND AT LEAST 3 SCREW a X m• X 2O' A. LYNN MILLER, P.E. THREAD* BEYOND THE MI4•TWJO • • o • o • MULLION FL P.Es 68705 • o • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE I 1 moon Ca 0 761116 awe Opel"" Wklth tror1.16rsTy spmWng ltxmonl) o-roperilmIIBiHh1 113t1;-xddp3paro1ns auftM) 60 Ea sola 70 in win 00 in ImwN 420In 4Min 16gIn iM414ng0•r TrwTdmg. Tro Carlo. neotangul• 7telJRl•g• Reo Talp7dalg. apr TroPlTdmg. 1.28°x&11 L- 04 Leanre tw" tmetro Loa84• 1-&m Lm" Le" Loaft L Lo" L-" Lwxft L4ama6 Loaam Load9st Looft x.12eno 11 fill h12.0A179 ll � 1 1 �fill, I a 1 h h h Tob6EGu8 42M 1442 628 787.0 428 1242 14&8 418 1001 818 134.8 411 80.1 628 1341 411 721 M 130.I 411 8a1 628 '134.1 411 61.6 628 1941 411 4&1 628 194.M1 411 484 88.8 403 la0 936 806 401 00.7 326 86L4 403 6/A 317 83.7 400 78.1 318 48.3 403 7&8 314 40.3 40i 7&8 314 3G8 .IDa 76.6 3M 302 403 7&8 314 80. 661 82.3 3� 61.0 301 682 382 7&3 2042 7616 381 67.2 288 48.7 362 84b 284F-4 263 34.3 38E 83.6 203 2L4 362 83.6 283 28.7 3662 6&6 283 64 In 67.8 318 741 287 6&0 316 842 2618 042.4 918 86.6 263 37.7 318 p.8 260 240 2&3 918 4&1 206 24.2 316 4&1 2.0 21.2 318 4&1 24860In 4&6 20 80.1 218 41,2 268 4&7 2148 4=9 286 372 207 27.0 266 30.8 204 2Ki 20.8 2W 322 201f7.7 288 922 201 16.6 268 322 201427 234 46.0 200 3&8 234 3&1 1664 82&7 234 31.8 189 2&7 284 28.4 1680 164 17.8 284 28.8 "a 16.3 234 2&6 183 934 a� 2&66661 37.2 213 3&4 1a� 31.0 213 33.7 1703 ?202 213 27.0 179 2M 213 2&1 1707 te8 ifi6 213 22.2 107 19.3 213 22.0 t88 11.6 213 220 IN 7261 2&e 170 30.1 168 23.8 170 25.8 1628 217.0 170 20,3 147 185 178 1 1&7 146 7866 243 181 264 140 2&3 161 21.8 t37 I 17.4 I 181 110 133 16.2 161 17.0 1 133 7861 228 182 23.6 133 18.8 101 /&8 1 181 1 1&1 I 162 I 17.8 I 128 7D AnOliwC Toble 19 ask Ox1•. VARMCM F®ad1)L7U PT 138tH ahv 8100w as moo &16.8100 va• 3ti E6a $10 nte•12 •0teel 812 titael A11W.T1P• WrIll Moat N4'tlicotomm dame 9ri6•t00otlImm Ile ONki10ma1 Asoma U61m0n A8•B43atar somm 84axtm $"wpm AlkJtorCQpPe*tre Bdpe CAwm • 2• r 2•iR• s• r r 2.1 2• tcer a• ado' aha' o.3aa" EMbeftam 1 11W 11w 2 1-ur t•1K' t•ua• t- t-tur alta^ 2 t ts/6' tseanmea 4awtmro0 W WM 0A t t 2389 me .n..m.,..,. (DPm)X =ANCHOR MUI,LIONCAP. � CAP. - USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 18 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 18DLI NOTE8: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TASMS AND SHEET 22 FOR INFORMATION CN1! LOADNG. SEE SHEET$ 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS ISAL.LOWASLE. FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEET$18-2Q . HOLES TO BILLED E DRIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPRO)OMATE HOLE LOCATIONS - ANGLE CLIP MUST BE USED IN PAM. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC 301 SPECIFrATION8. HOLLOW AND GROUT FLIED CONCRETE BLOCK UNIT (CMU) SHALL COMROM "ASW 0680. MISKEAf• URE -TREATED YELLOW SOUTHERN PINE WITH AN SG EP 0.88. AL NBEA MINIMUM OF .128' THICt. STEEL STUDS TO BE A MINOd UtA%BADE TURAL STEEL TO BE AT LEAST.128' THICK AND A38. ALL ANC2HORS IONTO 1. 3 SCREW THREADS BEYOND THE MATERIAL • • *09 • • • • • • • • ••• • ••• ••• • • • • • • • • •• • • • •• • •• • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' No. 68709' i? •• � STA � 3 �lu ss�on►ni A. LYNN MILLER, P.E. FL P.E.# 68706 NWIbnOa Tnble Opolarto Widal (for vwI0097.8pw"fig 1111 1 9 0 7 69) 917 H•Ight (�1�P A9 tttlNatL9) 6091 600 700 MID 9044 10001 12091 1401n Main 34x30 Loft " I-" Loft leadtng Looft L-" Losam L-19119 Lood"a Rectloom Twang, pacing teed09 16eawmar I TrqvtdwoReatm9aiar Looft Low L -ft Ion Loa" Looft AYMUL ffi I 1 11 1 1 1 1 2) LINEAR INTERPOLAT►ON BETWEEN MULL LENGTHS AND= OPENING WIDTHS IS ALLOWABLE. if tif 421n 17" on 179.01 436 170.0 744 1170,0 418 1T" 688 170.0 Me 170D M2 170.0 610 17&0 1118 17xO 621 170.0 1240 170.0 021 170.0 1488 17,00 621 170.0 1736 170,0 621 148.1 1740 170.0 621 48h 170,0 706 17&0 IN 170A 660 170,0 884 170.0 992 170.0 830 1704 1133 170A 681 170.0 1276 170.0 877 170,0 HIT 170.0 Me 1622 1622 170-0 IN 130.8 16U 170A IN 1142 172 170A Me 00.02610 170.0 747 070,0 883 170.0 698 17&0 831 170,0 1018 17MO 884 Val 1108 170.0 723 IMO INS 170.0 747 1642 1443 170.0 768 136.8 1443 170,0 168 117.3 1443 170.0 7W 102.8 1443 170A 768 Mtn 116.0 787 17&0 812 170.0 He 17&0 881 170.0 1ti8 170,0 761 1700 12M 170,0 603 1%4 1363 170.0 837 144.9 1383 170.0 Me 12&3 1363 170.0 881 IG&I 1353 IMA 881 802 1363 IMO 681 6010 170.0 on 170.0 701 170.0 1083 1700 787 187.0 1218 170.0 678 148.1 1218 170.0 944 189,0 1218 4891 838 1t8A 1218 102•t ON 87A 1218 148.t 813 830 1218 14&1 813 73.1 1218 148.1 913 03h 170.0 030 17&0 745 170,0 1118 170.0 960 1602 1160 108,0 993 131A 1150 WA 914 Hal 19W IIIA 898 106.1 1150 1342 ✓IS VA 1180 12&7 671 75.1 1160 1202 870 06.7 1160 128.2 870 00In 17&0 874 170.0 789 iOA 1018 tM 861 130.9 1048 146,0 884 114.3 1048 tat Me tell 1046 123.4 839 91.4 1048 1188 870 782 1096 109A 821 86.3 low 1082 am 67.1 1018 108.2 818 7244 MAI OM147.9 789 11IA 800 129.0 748 100.6 880 11&8 734 98.8 0M IWO M 78.2 880 024 712 70A 8� 8&2 703 00.7 am ma 893 60.3 Me 780 888 4.0 880 78.4 8N 7881 119.7 780 Iffit call 998 780 1064 OR NA 790 93.3 883 14.8 790 931 8132 0&6 79D T88 &3 WA 790 71.7 898 400 No Wt 6m 428 790 821 818 VA 780 all 617 7aIn 110.8 789 116.6 867 82.3 780 98.1 814 7&1 780 9..8 632 W2 7W 77.1 W c1A TM 70.8 812 W.4 760 85.7 13 482 760 MA S4 Me 760 882 888 34.8 IN 550 eM win 72.1 681 740 an %I M 02.9 491 61.8 8e3 64.8 483 46.1 083 4&9 478 40.1 683 "A 4 0 3&1 053 400 M WA 663 382 462 08 9.83 38.3 446 22.6 063 3t.8 442 Mtn 890 495 81.1 143 491 496 61.6 430 42.4 498 "A 427 37.1 496 39.9 421 33.0 4W 3&1 416 28.1 4% 832 499 290 495 29.1 400 212 45 281 381 189 498 28.0 39D 10891 41.7 391 42A 369 34.8 391 360 398 ffi8 331 81.1 842 ffit 891 271 S37 232 391 210 333 201 397 228 388 170 391 19.7 321 14.0 391 Me 316 111 in 38.4 370 392 396 320 370 390 370 210 370 70.8 320 29.0 370 20.8 370 21.4 370 224 318 1&2 310 202 312 ta.0 370 18.1 309 120in 90.4 317 300 289 203 317 2&0 284 21.7 317 2" 280 1&0 317 /9A 278 tel 317 170 273 tare tau• 890®6 144 t1 17.8 220 1Tl 209 tau^ t -u4• - n L.G co TABLE NOTES: Ancho7Capa9ly Table 01m) 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTAW(TiON METHODS. 2) LINEAR INTERPOLAT►ON BETWEEN MULL LENGTHS AND= OPENING WIDTHS IS ALLOWABLE. sd*dr- 3) MULLION AND MULLION CLIP$ SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, 1 DMEN81(9NRL laniC1sON� SE ET$'�i0. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING FIGURES SHOW SUGGESTED, APPROMMATE HOLE LOCA. • • • • • • • • 3Ai Con. I FIGURE 3: mollmomo FOadCMU 11"m MOM A3xiwrC6pPailen7s AAanw Oeotat664n trcFt691aa BI18^ dro t99a0on 3tisEuxtAliaao0 114'19066696¢03 tW SS Eleo Ag9ra 6FW deO 1636eda 714' 68 Ebo 410 Steel 412 ffie-0 nit &eel AgOieQet6r 80ae,Y� 861asr(Se} ttarew(f70} ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAM.• • • • • • • • (8x 1' 27tY 1• 241P 912` r 2.12`EIA 24W r 8w r &48• W54 &uc Em>>advredrpk Lard• tarn tare tau• 890®6 r 1 am tau^ t -u4• - tvv IM 1-06P 44409. 1114'(eeanote450519 729e3a9.4187009 X08 6400s 660.912008 1860• 6Wt68 2364109 86201 81008 i1200s 712006 1 Iis224008 �4m3 POA $moo 08 t4A ts2o M 1 an ta6oles FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTAW(TiON METHODS. 2) LINEAR INTERPOLAT►ON BETWEEN MULL LENGTHS AND= OPENING WIDTHS IS ALLOWABLE. FiGURE 2: 3) MULLION AND MULLION CLIP$ SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, 1 DMEN81(9NRL laniC1sON� SE ET$'�i0. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING FIGURES SHOW SUGGESTED, APPROMMATE HOLE LOCA. • • • • • • • • . .. . • . . ••• . 4) SUBSTRATES: WNCRETE SHALL OONFORM TO AC13m &r.cw A•iIWN6. Ht LOWAt4DSROUT-FILM FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ABTA • 90. WOOD SHAe.IBE PrSSSURE TREAM YELLOW SOUTHERN PINE WITH AN Be OF Oft ALUMINUM SHALL BE 6083.TS AND BE A MINIMUM OF .125 s • • • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THiCK AND A31L ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • THE MATERIAL. • • • • • • • • • • • • ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAM.• • • • • • • • • • • • • • • • • • • •• •• •• ii• •• 0 •• CAPACITY =ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE *ANCHOR CAPACITY REQUIRED^ CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. 36• BAY MILLION Rat yyyyfiit111tt7 No. 58705 m in, A. LYW NUU.ER, P.E. FL P.Ed9 68705 TABLE 13A Mu1I6n l.a T0b1e Opmdn (formu¢toro) or Ing H•Ight(rar mul)arm) X16 wm Tom sour WIR 10001 twin 14om twin Rftww q*w Weem kftnsft wmm g, 7i0p mn wdmpw Tr0W61mm. RDcmng6ar VW21m. RadmV0. vwmlmm- 1 mUnoft I TF609mv. Tret st Tiapmfmm. 3.26" 46 L"ft Lom71m Loaft Laa&m Laming LandtOg L Loft Loaft Loam LoaftLoa" Lo08� Loam LoaftLoadoO loadlm BAY MULL L 421n 1780 020 ITOA 438 1710 1 744 170.0 1478 170.0 889 170.0 500 IMOI 0O 170.0 819 170.0 1110 170.0 821 MCI 1240 170.0 821 170.0 1488 170.0 521 170.0 1739 170.0 821 to" t871 170.0 821 481a 170.0 708 170.0 824 1110.01 M 170.01 564 170.0 992 170.0 830 1710 1133 170.0 861 ImA 1275 17&0 877 170.0 1417 I7oo 880 M71 1037 170.0 660 140.3 1687 170.0 UP 112a.81 1837 170.0 680 5MnIn 170A 741 170.0 1 W3 1104 868 IMI 031 1704 I= tMA 884 170.0 I ►tM 170.0 723 IMO 13451 IMA 1 747 1700 1494 170.0 1 760 147.1 1682 I IMA 766 128.1 1552 170.0 780 110.4 1582 1740 758 Mtn 170.0 797 170.01 812 178.0 1 00 170.0 891 170.0 1118 170.0 764 1710 0275 170.0 603 170.0 1434 I 1740 1 837 IMM 1455 170.0 656 128.3 1186 170.0 881 1109 N68 170.0 $0 974 1466 170.0 801 coin 1710 BM 110.0 701 170.0 Iowa t70.0 707 1700 t2W 170.0 87a 167.1 I= 170.0 044 139.7 I= I tMOj M 126.7 IWO 1636 884 tO4.8 1308 167.1 082 89.8 1309 167.1 852 mme 1909 187.1 962 0310 1704 880 00A 748 1710 1118 1710 860 IOU 00 IMO SW 142.6 11247 IOU 888 1217 120. "ZO 985 114.0 7247 1401 0W 0&0 1247 1302 938 6t.4 t247 138.7 838 71.3 1 1247 136.7 035 601n 170.0 074 1704 749 170.0 /189 170.0 803 t4*441 t190 183.7 00 129.0 IWO 147.0 949 116.4 IWO 130.0 1 928 1039 1190 1214 914 0&0 HIM 110.8 899 742 1180 118.1 893 04.0 119D 1111 693 721n 181.8 IWO 1894 W7 130.7 1010 141.6 669 116A 1010 1272 842 101.0 1010 I%? 69.8 IWO IOU 017 80.0 1010 98.9I 6W W.3 1010 918 798 87-7 iQW 87.8 79D 809 1010 07.7 789 76 In 137.4 900 143.0 78a 114.0 009 171.0 778 0&1 90a 107.1 Tat 8&S 008 982 749 713 800 00.2 738 8&7 so 11•.3 720 87.3 WB 74.7 716 40.1 900 71.2 710 424 908 718 708 Tato 127.1 Sal 1329 M108.9 881 112.0M 909 601 964 715 79A 801 O89 713 70.0 861 014 703 80.0 681 75,4 1 694 830 $01 6&i Mt 45A S81 84.8 05 39.7 881 83.1 072 $OM 827 048 85.4 074 888 010 711 884 S&1 80 62.9 854 81.7m 6&1 915 460 c40 WA 637 41A 018 474 530 34S 60 41A 610 20A 848 392 611 25.0 846 36.6 601 9861 802 MB 70.1 508 08.8 68a 11.1 499 487 888 MA 401 429 588 489 403 374 580 41A 470 34.7 568 3&1 470 264 668 33.4 468 24.3 608 30.6 4ffi 21.3 888 2&7 447 fit 474 649 48.0 08 994 k9 412 399 349 449 38.7 899 294 4W 31.7 387 440 289 3112 239 4W �.1 971 210 419 22.7 8M 17.1 N8 214 981 164 449 18.9 398 44.7 4m 484 3W 96.6 428 879 37931.643632.8 349 364 35.5 MI 20.1 364 2&8 328 24.0 384 269 321 202 283 20.4 233 10.0 288 17.1 230 I AO .= 1.313 • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR W-ORMATjON ON LOADING. AnohorC6pao0y Tt1bM (Ile) • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHIOD& 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 4 9) MULLION AND MULLION CL38 SHOWN ARE NOT TONSCE FH ACiDUjENS1�iS, 8)118 SiNEET�18 2A HOLES TO BE DRILLED IN THE FEW FOLLOWING D PIAL =00 SMOVV4 ON SHEETS 18.20. • • • • SHOW SUMSTED, APPROXIMATE HOLE L0001ON8. • • • • • • • • 21k cw"t6 FIGURES • •• • •• • • • •• 4) SUBSTRATES. OONCRETE SMALL CONFORM TO ACI 9p I� 1 31k CM. I CONCRETE BLOCK UNIT (CMU) $H ALL CONFORM TO A8 BE 88uRe TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.68. ALUMINUM SMALL BE 6DG+TSAND BE A MINIMUM OF .125 Hamm • •• THICK STEEL STUDS TO BE A GRADE 33AND446' ICK GAUGE). STRUCTURAL STEEL AT FM00M PIr 11261 • • EXT(18 B LEAST .128' Ti41CiC AND 498. ALL ANCHOR INTQ METAL SHALL EXTEND AT �i �REW TF�B BLOND L ANCHORS L • • • • .THE MATERIAL • • • • • • Boo' • • ••• • • • • • U4.88 OW EkO ua'OSE10 •t08tad M2 St681 6128teB1 PeCelrm Anebal 3NS Ego I10t040n uP Elea UMM Ubao•1 XWEOURma0 u4.6a0 UO6am1 AggMUft to 1 A060dat 11a•+(0E 11 zm 6erefrl� AltdorCOP [a�oHt4n4e I- I 2 -Nr A 2.112' 3168' r 244 f sfYC r 3.w OA8 &M' 0.92Y kOlDedmmtf t3W' I 1374' 1 r 1•v4' I -u4• 7.11.0' 1•vr 1-u4• 1N4• Iw 1318' (ae0n•64 A1x001aG1: A. QC.I(Q2t8MtJ0 gTg. 390®0 450 lA4 1 �W0 019 384160 740160 466700 7�Ih4 I7 !00 Ian fhb 8W 4Atroha41G8SS'01.RQ7(E2118Aag410(R& 78000 78DIIB 7�6• 187000 27880• BWH1s 68Dtb0 WA 1120160 83900 webs ttm-th0 8A1.11a0 2artAaaa7 016 120 1120 85e 92Wg•-22WO6 584 Nal tOPOO, fWA 1 Op 1 MA I MRO-112MMS 188004 FIGURE 1; ••• • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR W-ORMATjON ON LOADING. ••• • • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHIOD& 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 4 9) MULLION AND MULLION CL38 SHOWN ARE NOT TONSCE FH ACiDUjENS1�iS, 8)118 SiNEET�18 2A HOLES TO BE DRILLED IN THE FEW FOLLOWING D PIAL =00 SMOVV4 ON SHEETS 18.20. • • • • SHOW SUMSTED, APPROXIMATE HOLE L0001ON8. • • • • • • • • FIGURES • •• • •• • • • •• 4) SUBSTRATES. OONCRETE SMALL CONFORM TO ACI 9p I� 1 FIGURE CONCRETE BLOCK UNIT (CMU) $H ALL CONFORM TO A8 BE 88uRe TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.68. ALUMINUM SMALL BE 6DG+TSAND BE A MINIMUM OF .125 • •• • •• THICK STEEL STUDS TO BE A GRADE 33AND446' ICK GAUGE). STRUCTURAL STEEL AT • • • • • EXT(18 B LEAST .128' Ti41CiC AND 498. ALL ANCHOR INTQ METAL SHALL EXTEND AT �i �REW TF�B BLOND L ANCHORS L • • • • .THE MATERIAL • • • • • • ANGLE CUP (FIGURES 13) MUST BE USED IN PAIRS. • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • XMULLION CAP„,,,,,,,) =ANCHOR CAP., THINS FxPMIILA TO OBTAIN THE ANCHOR WATY REQU94EM CORRESPONDING TO AN UAL PRESSURE REQUIREMENT FOR THE NTNG, WHEW IT IS LOWER THAN THE MULLION ACITY (FROM THE TABW OF THE SELECTED LION. IT WILL YIELD A MINIMUM ANCHOR ACITY WHICH MAY BE USED TO QUALIFY 5TIO NAL ANCHOR OPTIONS FROM THE 1= Ai m �( LYNN XL it{�'R'A�R P.E. FL P.E.# 68705 -�1 CUTHERETO 376' 3.128' •�� GATE F -CLW. SEE MIN. MIN. i------- { I - - - - - - - 1 A L- __-_-J L..___ --__J L- STANDARD CLI' OW3.78ALUM. CENTER OF ANCHOR HOLE MUST LIE TOFAM YOM THE DASHED SOUNIA Y. SEE SHEETS 8.17 POR THEAHCHOR O.C. STANCE. MO MM ANCHOR HOLE DIAMETER; ANCHOR OIA WMR; u18'. .37VMIN.7c """• MBI. r---- ----^--i--^--------- � I I I I I I I I I I 1 I I I s I I I I IOFFSET fI.IP 126` almo-T6ALUM. TOIWIEW T X 2.78' X .rte MULLION 6063 -TS ALUM. X.SECTION I I I 1 2X8 -TO A CLIP 2.1 G LLCLIP 2. X -SECTION I �-SECTION 128' 1-- .375 MW.: h- `---------- -^---- 2XBANGLE CUll 8003-T8 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WTIHIN THE DASHED SOL NOW. SEE SHEETS 8.17 FOR THE ANCHOR O.C. DISTANCE. MAIOMUM ANd10R HOLE DIAMETER ANCHOR DIAMETER+ltW- � F1oLG V MUR Dtmene)On WWOt 4) 1" X2" X.128 (5) MaUlon 888Q5 POT Peru Std. CUP CBset CUP: 8D0113M 6MI18M "UP 666243M Angle dip 6688/1M V X2° X.376" (8) 868006 8661141W 6681118M 688244M 600519F 1" X278f X.378' (7) WW 808115M 6112D M 666245M 8=13M 1" X 278 X.86ff E .460 Min. 1 •6rl2lM 886246M 6O814M 1" X3.t26 X.5190 •M• C 0.478 1 668.1114M SM42M 16M 1 �" X3,1N X 286•(1 M• l 7M 13M SM41M SB8518M 1.28' X*1ll° X.%"6) •011" • NPA er NIA NIA 686517M u• mt TABLE A DUnensdon Value @n) A 1.828 B 2.884 For MuUton; 1" X2" X.128 Akm*arn Tube Muilon C CLOW D 0.740 A 1.128 1" X2" X.378' Alumhnen Tube Mumm B 2.404 C 0.038 D 0.480 A 1.878 1" X2.7V X .376 Alwnlnun Tube MUM - B 3.000 C 0.787 D 1.118 E .460 Min. A 1.312 1" X278 X .65W Alul(dMun Tube MWWn B 3.000 C 0.478 D 0.M A 2,000 1° X3.126" X .gyp• Alum Tube MUD B 2.837 C 0.863 D 1.137 A 2.828 128X3.,til>° X.288° Alum Tube Mull B 3.282 C 0.882 D 1.782 A 1.813 1.28" X2.110 .121•Alum TW* MMU • #)*WES TO BE DR WKWN THE VINIA F�WING DIMENSIONAL RESTRICTIONS GIVEN ON THOS SHM. • • 2)6EE %F�S �.17:aR SUIGE0PED. OMIATE HOLE LOCATIONS 8 APICI(OR O.C.OISTANGE. ... 3)$?E SHEE V,?4 FU &NERAL 1118 MINION METHODS. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 fat LyNr4 4i/ A" �` • �cEwsF ••4Ep �� *: NO, 6670j6 STA OP� p r%vKJT LY1-55742A FL P.E•# .2W -J F-.wr-I I 2.826' 2000` l I 126' i STANDARD CLIPSTB ALUM. 3776' X -SECTION 1•X4'%.378' i 8.Sp8' lr4d LLION CUT HERETO . 008.4T8 ALUM.6. 3.126" _ CIfsATE f�CLiP, atm *SECTION 2.076' 1 STANDARD CLIP Z=.14 ANCHOR HOLE MUST UE 8083.70ALUM. DASHED BOUNDARY. SEE TOPVIEW SHEETS 617 FOR THE ANCHOR O.C. DISTANCE. MAXM MANCHOR HOLE DIAMETER: ANCHOR DWMETER+IMO•. .376' .378* AIN. I I 2.W i i 1 i i 5.000 i I1 1 I I 1 OFF88r CUP • 128' 80&98Er3Aq• • • F .376` CENTER OF I ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEH SHEETS 617 FOR THE ANCHOR O.C. DISTANCE. MAXI&WM ANCHOR HOLE I DIAMETER: ANCHOR OWhEiER + 1/16'. U -CLIP 0083378 ALUM. USED F 1 ••� T14BlEd 1) HOLES TO BE DRILLED ON THE FIELD FOLLOWING ONAENSIONAL RESTRICTLONS GIVEN ON TIM SHEET. • • • • • 2) SEE SMETS 6.17 FOR SLIWESTQD, APPROXIMATE HOLE LOCATIONS. • • • • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOD. • • • • • 2.� I .128' IL MANGLE 6083-T8 ALUM. X -S CTION 8.000 � 378' 1 L--------------------- WITHIN ----------------..__ WITHIN THE DASHED BOUNDARY. SEE SHEETS 617 FOR THE ANCHOR O.C. DISTANOE. MAXMM ANCHOR HOLE pimendon Value on) For MIuINom F 3.687 1°X4” X.126° O 1.000 pAwwmlm Tube I 2.880 1 ! I 1 1" X4" X.37s 1 0.767 AluMbw=M Tube H 2.430 T 1duulmL F STANDARD CLIP Z=.14 ANCHOR HOLE MUST UE 8083.70ALUM. DASHED BOUNDARY. SEE TOPVIEW SHEETS 617 FOR THE ANCHOR O.C. DISTANCE. MAXM MANCHOR HOLE DIAMETER: ANCHOR DWMETER+IMO•. .376' .378* AIN. I I 2.W i i 1 i i 5.000 i I1 1 I I 1 OFF88r CUP • 128' 80&98Er3Aq• • • F .376` CENTER OF I ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEH SHEETS 617 FOR THE ANCHOR O.C. DISTANCE. MAXI&WM ANCHOR HOLE I DIAMETER: ANCHOR OWhEiER + 1/16'. U -CLIP 0083378 ALUM. USED F 1 ••� T14BlEd 1) HOLES TO BE DRILLED ON THE FIELD FOLLOWING ONAENSIONAL RESTRICTLONS GIVEN ON TIM SHEET. • • • • • 2) SEE SMETS 6.17 FOR SLIWESTQD, APPROXIMATE HOLE LOCATIONS. • • • • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOD. • • • • • 2.� I .128' IL MANGLE 6083-T8 ALUM. X -S CTION 8.000 � 378' 1 L--------------------- WITHIN ----------------..__ WITHIN THE DASHED BOUNDARY. SEE SHEETS 617 FOR THE ANCHOR O.C. DISTANOE. MAXMM ANCHOR HOLE pimendon Value on) For MIuINom F 3.687 1°X4” X.126° O 1.000 pAwwmlm Tube H 2.880 MIWNon F 3.167 1" X4" X.37s G 0.767 AluMbw=M Tube H 2.430 T 1duulmL F 2.813° Bay WAIN • F 2.876 46' Bay AMdI • MqN selL>6on• POT part # • • • e04 • • Alulllan Std. CNP ON®et Cop "Ip Angle CHP • 1" X4• X.126' (10) 88354 668111M 71122M S86241M 666618M 1` X 4' X.376• (11) 88810 668112M (ii1123M 688242M 686513M X 37 Mt1 ll •¢8863 S08112M 601123M 618242M teid NIA NIA NIA 8886110M ,*30* • AB 08grep'pm • X60 NIA NIA I NIA 8>L06111M • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2XB ANC11.E C1.6' 808&78 ALUM. TOPV(E.W 6m �` �a'�`�"•' .1GENSF' "'Q,9 � ' Na b6706 •. �T U �lf Off. �'�•i1,10lVAL1��.�. A. LYNN MILLER. P.E. FL P.E.#66706 TABLE E Mull Dlmenslon POT P•rt # (SreetllR) mullion Sm. clip U•Cllp Attg16 qIP F LI I-{1-.ZI. 2• X4• X.26• (13) 88802 SOMIM 888271M 8MI12M 2' X6" X.25° (14) 88804 868282Na1 888272M 88fi6113M STANDARD CLIP FI UCLA'2x8 ANGLE CLIP Y2. $063.70 ALUM 2.128' 8103-TS ALUM �3x O OINX.4ECTION X•SECTION 2.•1 S TO BE DRILLED IN THE FIELD FOLLOWING 125' I • 251 L .121F y 9 4 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.L � � N 2) SEE SHEETS 5-17 FOR SUGGESTED, APPROXIMATE � T HOLE LOCATIONS. 1.480' (+ 1A80' 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHOIX. s sIa v w k &W .375• III a. 2.000 .376• 375• �— MN. m U MIN. W --I-- $ I � r M 4.000• r r .2tIO' 2 X 4• X.� 3 MULLION jl 806:475 ALUM O X•SECTION I .376' MIN. S2 2 �- 3TANDARO CLIP VAANG.ECUP p CENTER OF ANCHOR HOLE MUST LIE 5883.78 ALUM D Fu .808378 AN1DA. 21 Cg1TER OF ANCHOR HOLE MUST LIE SOWT8 ALUM a N YdiTFgN THE DASHED BOUNDARY. SEE TOPWEW TaPy�yy WPlFAN THE DASHED BOUNDARY. SEE TOPVJEW O SHEETS 5.17 FOR THE ANCHOR O.C. SHEETS 5.17 FOR THEANCHDR O.C. '- a •� DISTANCE MAXIMUM ANCHOR HALE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1118•. WMANTHE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER + 1118•. SHEETS 5-17 FOR THE ANCHOR O.C. bw DISTANCE MAXIMUMANCHOR HOLE DIAMETER ANCHOR DIAMETER b.�p. r--2.000•—� 378• 376' MIN. a MIN. .376• -- -- r---------------------T I 1 I i j Dm=RSVISRD Sidi ma Ftojrfil .r 8.04D• rY I 6.438' Iwo 1 � b 4 1111! 1 WdlftCodo • • • • • • • i j ���Y LYNNU rxrx 7a• • . • , • • Pa�, CEN�gF •4¢`p MULUON .: . • 8003.78 ALUM • • • 1 • • • j .. * : Ne. 68705 •: • • I 1 .376' - x-SECTION • • • • - ' I 1 i MAIL - I------------ r-4 ------- STANDARD CLIP • • • • • • • • • • • '. �ORIOA.•'• �a•: • • • • • U • • 0 2XBANGLE UM.CLIP ss'••.....• (? 4TOALUM • • • • SMTBALUM. • • : 6063-74 ALUM. L����A� TOPMEW • • • i1SEl rK. „MAN! • A. LYNII)k�t , P.E. • • • • • GrowTEW • • • • • • • • FL P.E.# 58706 curRERETO 3.800' CREATE PdO.IP. .37$' 1C SEE DETAA. P, r- 8FOiET4 MA•L I � I It b. _ 5.606' CIB=A�F-CUP. � r _SEE DETAIL F. SHEET4 AQQd. I I I I 1 i i I I I 4.888" b. _ 5.606' CIB=A�F-CUP. � r _SEE DETAIL F. SHEET4 AQQd. I I I I 1 i i I I I 4.888" 8.438• • i I I I I I • • • • • • • • • • • ate' i i i EXAMPLE 1• WNGIA VERTIC/LL Ml1UJQM THE BUILDING SUBSTRATE 18 KNOWN TO BE WOOD ON ALL FOUR SIDE& THE WINDOW FRAME DEPTH 18 2.114`. THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-BOA PSF. x �� He aD 1) INITIALLY ASSUMING THAT A i^ WIDE MULLION IS SUITASLE THE MULLION LENGTH IS T'2' AND THE OPENING WIDTH IS 32'+32+1• -'. REFERENCING SHEET 22, THE COLUMN USING y2 y2 NO RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLAS FOR AMULLION THAT IS AT LEASE THE WINDOW FRAME DEPTH OF 2-114' AND WILL MEET OR EXCEED THIS REQUIRED (dird DESIGN PRESSURE OF 4M0/-68.0 P8F. IF THE TABLE DOES NOT SHAW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. SEE SEE FROM TABLE 3A, SHEET 7. THE VX 2.78' X .370' MULLION (LENGTH - 72. OPENING WIDTH a 7M) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1482 PSI:' AND WOULD b n Ra MTnB� I NOT BE SUITABLE FOR THIS APPLICATION. EEIS � APPROV 23 FROM TABLE 4A. MEET S. THE P X 270" X .BIG' MULLION (LENGTH c 7T, OPENING WIDTH a 70') HAS ADESIGN PRESSURE OF+1-72.7 PSF Wadi EXCEEDS THE REQUIREMENTS FOR THE OL OPENING AND MAY BE USED IN THIS APPUCATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LOS - LEN am OS.LEN07H 4L W Q 2) USE TABLE 4e To FIND THE ANCHOR TYPE. ANCHOR QUANTITY AND c2JP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD � WITH (4) #12 ANCHORS AND THE 2X0 � N UUWII ANGLE CUPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LES. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP 18 EASIER TO INSTALL OSTAMS, 3) VERIFY THE DOM PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOW(3R DEMON � . � MULLIONS OR FENESTRATION PRODUCTS, WILL N SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 23 NSTAIAATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLIOML _ IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1480.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO SE 72.7 PSF WITH AN ANCHOR CAPACITY OF ON LBS. ALTERNATIVELY. WGA N NO AN0 0M IN��•W—HrMM— SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD I4AVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DEMON PRESSURE OF W PSF: M (GD � X M B88F ) - 624.9 UBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 46) U THE LLOING SUBSTRATE IS KNOWN To BeCMU ON THE JAMBS AND USES A OW40ME HEADER AND SRL THE WINDOW FRAME DEPTH IS 2-W. 7HE OPENING REQUIRES A S Z' DESIGN PRESSURE OF +MQ686.0 PSF. FORTHEVERTMbR IL QM 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72'+1'=10F AND THE OPEMNGWIDTH IS 3M+3('+l' d/3'. REFERENCING SHEET 22 p THE COLUMN USING RECTANGULAR LOADING MALL BE USED. SCAN THHE MAULLON TABLES FOR AMULLION THAT LSAT LEAST THE WINDOTN PRAMS DEPTH OF 2 3G' AND NULL EXAMPLE 2: MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+SO.Of-B0.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SM. USE THE NEXT LARGER SIZE AVAILABLE FROM TABLE 3A, SHEET 7, THE X 2.70' X.37M MULLION (LENGTH -106% OPENING WIDTH - SM) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-'&' PSF MMUI L . N 1' AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. a d9o FROM TABLE SR, SHEET 13, THE 2' X 4' X.260' MULLION (LENGTH =108', OPENING WIDTH =an HAS DAAMON PRESSURE OF +h84.7 PSF WHICH EXCEE=DS THE REQUIREMENTS a _ eliS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. g Sim DETAILS. FENESTIanay SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH B 38'+3'+2'-74'. NOT 77 AS PREVIOUSLY P UCI's 23 ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENNG. A�TERNATNELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73' DIMlSN%0N(36.1A2"+58.1/2'+r-7n 2) USE TABLE 99 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8' IAIDE. IF THE MULLION CLI' NLRB TO CENTERED WITHIN TF{E W. CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. MAA11oY USING THE STANDARD CLIP WITH (0) 3NM ULT I ANCHORS AT AN EDGE DISTANCE OF 2-1A2' GIVES AN ANCHOR CAPACITY OF IM 1 WHICH B GREATER AND LENGTH —SEE SM DETAIL$, ceTARe, THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. a SHEETS 23 SNSBT3 FOR THE HOPoZONTALMU14-MRSI HFO R BECAUSE THE VERTICAL MULL WILL BE A 2' X C X AW MULLION. IN THOS EXAMPLE Vjt WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY. ANOTHER FOR MULLION TYPE COULD 09 CHOSEN. ODU t Rwok tiBD HC002. tmnPLYhF8aliMdwFtut(Ou 1) THE MULLION LENGTH 18 WAND THE OPENING HEIGHT IS 32"+72'+r ='106`. REFERENCING SHEET 22, THE COLUMN US1NO TRAPF201DAL/TRUWCRILAR LOADNGMAY � Xd1E8C� 1 %est,° USED. FROM TAIBLE SA, SHEET 13, THE 2' X 4' X 26M MULLION (0 LENGTH m 4Y. OPENING HEIGHT n 12M) HAS A DESIGN PRESSURE OF +1:170.0 PSF WHICH EXCEEDS THE •s•1.- REQUIREMENTS FOR THE OPENING AND MAY BE USED IN T "M APPLICATION, NOTE THE ANCHOR CAPACITY REQUIRED OF 821 LBS.SEE _ WAILS!, 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAM PI4 ASSUME THE CMU JAMBS ARE 8' SHEETSWIDE IFTHE MULLION C IP WEIR TO BE CENTERED WITHIN THE 8", BARE MUST SE TAKEN TO MNNTA$d THE FASTENERS EDGE DISTANCE. USING THE 275 ANGLE CIPS WITH �w H 1 i�rl 1►U i� I. (4) 3115' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 040 LOS WHICH FS GREATER AND THEREFORE SIITABI E FOR THE REQUIRED \\\\ /AA ANCHOR CAPACITY OF 621 LOS, y V� �Wu„� _!.. CAPACITY OF 621 UBS. TABLE 93 FOR THE U CLIP SHOWS THE ANCH� P ; 4) FOR THE U CUP N THE HORIZONTAL MULLION Ltl VF �^4N eIiLLLFN3;N� LENOtti CAPACITY IS 1074 LES WHEN USING 3 ANCHORS. t8 TEI R@FQRGSUHTABME, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF SM LB& THE No. 68705 WNTH FWiYERT10AL tdtM.L ANCHOR TYPE IS A 912 STEEL SCREW. • • • • • • • s • FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSM B • • • • • • • • • • '� (Oi (rte f :.�. +1.84.7 PSF FROM THE VERTICAL MULLONX O 8TA +/-170.0 PSF FROM TT(E 3fP HORIZONTAL MULLION ATTACHING TO C . T +1.170.0 PSF FROM THE W HORIZONTAL MULLION ATTACHING TO THE VERTICAL pNTE�ITON� i��'�s.-,�ORiDP. •''Os THE LOWEST DESIGN PRESSURE IS 4/-64.7 PSF ANDq%%%.0 J!" TO AUBAF=H��18 44 • • e "';, S�ONX� VERIFY THE DESIGN PRESSURE OF THE FENESTRA OTS WJ r+ T�� MULWDNlt %TEMyTHI.LOWER DESIGN PRESSURE, OF MMUUJONS OR FENESTRATION � PRODUCTS. WILL APPLY TO THE OVERALL ASSEMBLY AL I� REQANIRE$ THAT wE wn*TTHE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN MILLER, P.E. ACCORDANCE WITH THE INSTALLATION SPECFXCAW"UgTOitESPECTP48WBS FATES AND FRPBSTRA410N PRODUCTS TO MULUOM FL P.E.# 58705 LOADING OF VERTICAL MULLION LOADMK9 OF VERTICAL MULLM SML OF WWDOM NOT ANCHORED WITH WrWISECTWO HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOMAV M --M LAR LQAIXN% feel LQAMG CW VERTICAL MULLION N 1 O Z LOAM" OF HORIZONTAL MULLION a- M O I,[ MEM/010zli, l • • • • • • • • • • III •• •• • • • •• •• ••• , • • ••• • • I I 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAM{:3M* mums RADE COUNTY, FLORIDA 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOhHC RESOURCES (RER) 11805 S%V 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DI1'ISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA} MVW,M►aM1a d-a4e aaVIeconIM PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product ERProduct 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. 9999 DESCRIPTION: Series "PW 701/ 720/ 820" Aluminum Fixed Window- L.M.t. • • 9999.. APPROVAL DOCUMENT: Drawing No. MD -7204120, titled "Series Fixed •� I&I-y aftW1ation ..... 9 9 9 . Guidelines", sheets 01 through 10 of 10, dated 07/14/Q3 with the latest revision datjiQl/d3, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the MiamirlWe Couxy Product � • • 9 6 Control Section Renewal stamp with the Notice of Acceptance number and Expiratiomilhe byxhbAftami 906,9 Dade County Product Control Section. 6 • • 6 • • • • • • • 4: 9 •' MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 99'99' 4,0006 9999' 9999.. 9999.. LABELING: Each unit shall bear a permanent label with the manufacturer's name' of logo, city, state,, 6 0 go ; model/series, and following statement: "Miami -Dade County Product Control Apgrovpd;, unles's otherwise, 960440 noted herein. 6' 0 0 • REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or If there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages Fl and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0502.03 MONA FADE UfJN Expiration Date: February 19, 2019 W ` EMW-'"�^ Approval Date., July1S, 2013 '1'y Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD -720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1► Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 41"" 2) Uniform Static Air Pressure Test, Loadingpet•F$C, TjP010294* 3) Water Resistance Test, per FBC, TAS 202-94: • • 4) Large Missile Impact Test per FBC, TAS 2011-" ; 5) Cyclic Wind Pressure Loading per FBC, T -AS 3 94:'. '. • .... . .i .. along with marked -up drawings and installation diagram of abojom fxV4.jndow?....;... prepared by Fenestration Testing Laboratory, Inc., Test Repot Nets VlIwU35 and.... FTL -3850, dated'07/18 and 31/03, all signed and sealed by 7oMptL.'G. Chan, P. E. • (Subfuitted under previous NOA No. 03-1105. 01) ; ..... • • • C. CALCULATIONS ' • •' 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). C Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBWMD E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.134129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/I1, expiring on 01/14/17. 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying with the following. a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property --Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTSe • • • • • 1. Statement letter of conformance, complying with FBC 2010, i jjued by xgWu;'acture, • • • • dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. B%* • • •.;, 2. Statement letter of no financial interest, issued by manufacture; dated 04/29/13, signed 0000 : .•• • .... and sealed by Anthony Lynn Miller, P.E. • • • • 3. Laboratory compliance letter for Test Report No. FTL-7212,M 03/29 j1 �: signed.:..' and sealed by Marlin D. Brinson, P. E. • • • • see • •.. • •, 4. Proposal issued by Product Control, dated 07/26/12, signed bye D. Gascen, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-38Z and•FTL4-3&% datetr • • • • • • . . 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. • • ; • • • • .... (Submitted under previous NOA No. 03-110S.01) ' • • • G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW 701 Aluminum Fixed Window -- L.M.I." approved on 02/02/12 and expiring on . 02/19/1.4. f Jaime D. Gascon, Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-2 GENERAL NOTES: SERIES 7201820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIOWD & TESTED TO COMPLY WITH THE REOUIREMIENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE 01Wn 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-SORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MIYAPPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI -DARE COUNTYAPPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 14re THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IXVA)O0 SUCK ARE OPTIONAL IF UNIT E INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-iW THICK OR GREATER. IX AND 2X BUCKS (WHEN USUD) SHALL IE DESIGMED TO PROPERLY TRANVER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE 84MS R, (EOR) OR ARCHITECT OF RECORD. (AOR} 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICENT EMBEDMENT. NARROW JOINT SEALANT E USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, S) MAX 114• SHINS ARE REQUIRED AT EACH ANCHOR LOCATION WHEN THE PRODUCT 18 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS. MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMS ON THEM SY THE W WOOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND MASS PER ASTM E130049. S. POSITIVE DEMON LOADS BASED ON WATER TEST PRESSURE. STRUCTURAU CYCLE TEST PRE88UIM FRAME ANALYSIS AND GLASS PER ASTM E130P08. B) THE ANCHORAGE METHODS SHOWN HAVE SEEN DESIGNED TO RESIST THE WINDLOAOB CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33 -IM STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FORCORROStON RESISTANCE IREFERENCES TEST REPORTS FTL-3tki8, 3660 & MA CO LILTRACON NOM: ELCO CRETEPLEX MDA; ANSW&PA NDS FOR WOOD OONSTRUCTTON - (2 M ALD ADM ALUMINUM DESIGN MANUAL - {2003}, 10) THE 720 SERIES USES A PVB INTERLAYER, THE M SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES, DESIGN PRESSURE RATING I IMPACT RATING VARIES. RATED FOR LARGE & SMALL SEE SHEETS 2-s MISSILE IMPACT RESISTANCE 48' TIP -TO -TIP WIDTH 47• BUCK WDTHI 48' BUCK WIDTH 48' BUCK MOTH _ 4IGHTVISIBLE 45-114*VISIBLE46.114•VISIBIE411-- LIGHT INDITE LIGHT WIDTH LIST WIC 8' MAX F. SHEET 8 r MAX __....a mol; Wim' ,-►-D.9HEET7� f �N MW"A ' A ' C I C I E, SHEET 8 B, SHEET 8 A SHEETS BUCK SHEET7 SHEET � %SHEE'T'S L ----- HEIGHT L I BUCK 1 ..-�—_—.—_— 8e•tt4' L I---•---vlstB4E 12' MAX / VISIBLE 12' MAX / 8:i-114' LIGHT H LIGHT O.C. I VISIBLE 8'C. I / HEIGHT HEIGHT I / LIGHT D.C. HEIGHT IIB' SUCK TIP TO I HEIGH TIP HEIGHT I � I q F. SHEET 8 MAXY � +® 6 �- 1T MAX. GG � I D -�( �' tY MAX OA. 2, M1AK J H. MEET 9 MAX X• SHSH EET 7 8' MAX O.C. TYP. FLANGED FRAME TVP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIM (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES--.--.---- GLAZING OTES-.....--........-GLAZING DETAILS.-...-...,......... 2-5 DESIGN PRESSURES........—.- 2.8 INSTALI.ATION, FLANGE-.-,- 8 INSTALLATION, EQUAI.-LEO...... 7 INSTALLATION. INT. FIN A...--8 INSTALLATION, INT. FIN B,.......- 8 CORNERASSEMELY.„.-».„.«„.-10 EXTRUSION PROF928-.... --.1A PARTE LST. M.. - 10 FIGURE 1: 12' O.C. 170.0. / �MAX f / 8' MAX. TABLE 1 M Desadptloa •A—#S 1 7!S`Law 18' An •.090'PV8- •2 711 ml 8' 090 •3113 1- PIS' LamL tG 1 HIT 164 1.1/16'LamtlO 7t18"Aif- 5 7t 8' land 18 An..080 • J1 0 7t 8' Lam. 9G- 7 1.11 IG 1 ! Ak- - SO8 1-U18'LemLlG(3/18'T-7118' • 'W-'DUPONT®SENTRYM.A81NTERLAYER'BYOLeUPOMT • • • DENEMOURS & CO„ INP • • • • • SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBINO THE SHAPE INA BLOCK AND OBTAINING DEMON PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.6. ANCHOR SPACING TO BE 8' MARX. FROM CORNERS AND 12' GG MAX FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEE'C --WIDTH--- = h' WIDTH --i F+ -WIDTH WIDTH -+'i i� l i Iii I J �.l_ _ J 1- I+ ---WIDTH _ i 1”- WIDTH -H Fes- WID'm --{ j+- WIDTH --°I .Tr-• �r-••• � � 1 T� -� Tr .•i i 11' ',1L I•-----YYDTH _ WIDTH --i Imo- WIDTH -moi 1+- WIDTH --i ..• I Ali i ••• • • • • ••• • • • •• •• • • ••• •• ••• • • 0 ••• • • M a •� v2 "� m0 O r 0 z � rZ0:z� o S j O 01Z��yy s •assn rrR•ss ,�d�; •BENS$ �� �� .'Q — fc • po. &6705 � F STATE i�.� ' .. FtOR�OP•� G' �� ""-'1S`S1ONAL l'` A. LYNN MILLER, P.E. P.E.A 511706 7116" LAMINATED GLASS STACK USED AT CURVED FRAME MEMBERS ONLY a 11.7/8' O.C. MAX. 1)1) B�IeK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE BUCK OnhENSKDN 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, I= THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. INTERLAYER Window Design Pressure (41-, pet) for Glass Type 1 QN' F W to _ �a7 ci V' LONG SJ0' _ ;i n. z .. O F SIDE MASS BITE F- 1 - 13 SHORT 80 84 as 92 so 1 OWD I104 1 - e1llt y 4m 41410 t/-00 +l +1.80 +! +/-80 +1-60 t +f -m + + f + ti +t +180 r( +l + 60 0$0 + + +l tl H + He0 + H- +(-79.4 N f +1.80 +180 +18ti +180 +1-79.7 *677.2 *1461 +1.734 +l- 2 38 +1.80 +/ + +1-80 +i -0U H• 81 H-782 11.726 +l 3 +t .5 +168.3 40 11.80 +l 0- 8 +1-772 +I-4. +J-7.3 +1.67.9 +l 1 4 1181.9 42 +1 BO + +180 047.4 0-74A 11.71. +&W.2 •84.7 + .6 H -1-611.2 47— +1-80 + +1-78 r1-76.4 +1.?Zi +J 9 balke +! * 7 +147. +.90 + +l• +. +- . + ti + 48 +1.80 +/- + - +I -7t.9 +1 3 ,4 + 682 68 +J 60 N-77.5 +l- +/-70.3 ♦ 48 H 1 +l 0- +. +l-4 +188. + 1 +-17111 +1.70.5 + . + 56 11.788 +642 + + -85.3 be 0.7 +. , r! i� +(-71 + iii�i♦�i��' 64 +/69 Its + 7116" LAMINATED GLASS STACK USED AT CURVED FRAME MEMBERS ONLY a 11.7/8' O.C. MAX. 1)1) B�IeK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE BUCK OnhENSKDN 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, I= THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. pV81NTERLAYER 6' HEAT BTftEN(iTHENED GLASS WQ-4 BITE �— LINO SIdE SHORT SIDE f3LA$S TYPE 1 �►— LONG SIDE —►{ SHORT d SIDE I- N ?� J- TABLE DBNHNB10N3 MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116' NOM. ��.,.��� GLASS STACK I —�{ �— 7118' LAMINATED (iLA88NGTHENED GLASS STACK /ST HEAT � l9tORT 3118' TEMPERED GLASS ���I _I 1 Yawl STRES109 7118' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11-718' O.C. MAX. • • • •i 22 21 • • : : : : • : • • GIASS IYPE 3 .. . • • •• 1)ft DiMfi MNO SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE T0' -TO -TIP DIMENSION TO DETERMINE THE SUCK DM4NWC 2) FOR SUSS NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENStON. 3) FOR ARCHITECTURAL WINDOWS, DWS, I = THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WIWH THE OVERALL N�ON%EfEL•Y FIT We1T•Hq • • • • •• • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • — 3116' ANNEALED GLASS 090' PVB INTERLAYER .:VIM QN' F W to _ �a7 ci V' LONG SJ0' _ ;i n. z .. O F SIDE MASS BITE F- 1 - 13 SHORT SIDE e1llt y ���i�:��.»il.-fes :!i �']♦���L+�"��i'E��i'��� i� ��iiii����� iii�i♦�i��' pV81NTERLAYER 6' HEAT BTftEN(iTHENED GLASS WQ-4 BITE �— LINO SIdE SHORT SIDE f3LA$S TYPE 1 �►— LONG SIDE —►{ SHORT d SIDE I- N ?� J- TABLE DBNHNB10N3 MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116' NOM. ��.,.��� GLASS STACK I —�{ �— 7118' LAMINATED (iLA88NGTHENED GLASS STACK /ST HEAT � l9tORT 3118' TEMPERED GLASS ���I _I 1 Yawl STRES109 7118' AIR SPACE USED AT CURVED FRAME MEMBERS ONLY @ 11-718' O.C. MAX. • • • •i 22 21 • • : : : : • : • • GIASS IYPE 3 .. . • • •• 1)ft DiMfi MNO SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE T0' -TO -TIP DIMENSION TO DETERMINE THE SUCK DM4NWC 2) FOR SUSS NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENStON. 3) FOR ARCHITECTURAL WINDOWS, DWS, I = THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WIWH THE OVERALL N�ON%EfEL•Y FIT We1T•Hq • • • • •• • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • — 3116' ANNEALED GLASS 090' PVB INTERLAYER 0 QN' F W to _ �a7 ci V' LONG SJ0' _ ;i n. z .. O F SIDE MASS BITE F- 1 - 13 SHORT SIDE LYNiN ' No. 58705 -40 STA ";iSS/�NA1i,A":�: A. LYNN MBLER, P.E. 0 QN' F W to _ �a7 ci V' roN Wo o _ ;i n. z .. O F LL O F- 1 N IMM e1llt y LYNiN ' No. 58705 -40 STA ";iSS/�NA1i,A":�: A. LYNN MBLER, P.E. • • *:Soso o ••••• •0.00 • •0000. 0.000• •00000 •0• • e •••e e• • e • sees • • e • • •• S e0 000• • • 0000 .. Q • • co •• • m sees••'!' ••Se 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CEW OFALM (941)-480-1600 FIXED WINDOW INSTALLATION GUIDELINES 121 4112/13 DESIGN PRESSURE TABLES 2 �m J 71T-4d $ PWS NTS 3 OF 10 MD -720 tll � `.•y Tom, � �` 2 ER111100 . tt 0.0% 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CEW OFALM (941)-480-1600 FIXED WINDOW INSTALLATION GUIDELINES 121 4112/13 DESIGN PRESSURE TABLES 2 �m J 71T-4d $ PWS NTS 3 OF 10 MD -720 I� E I�I�IAll�3 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 CEW OFALM (941)-480-1600 FIXED WINDOW INSTALLATION GUIDELINES 121 4112/13 DESIGN PRESSURE TABLES 2 �m J 71T-4d $ PWS NTS 3 OF 10 MD -720 � rorc a STACK 718'S Window Design presesrs (+4, pat) for Gtaos 'type 5 818' ANNEALED GLASS TEMPERED CiIAaB ■�l��0�'��It�� 716" AIR SPACE 115USED .090' SO INTERLAYER AT CURVED OWFRAME MEMBERS My 29 BLASE SITEQ11.718'O.C.MAX._ W-718 1 72 1 78 86 84 Be 92 98 1W 184 109 30 +901.125.4 +0.12D + -1168 x90.110 +WJ-109.9 r +=-115.5 + •1 1.5 «8W + -1 +90? -191.6 + 8 4-M.95.1 + -91.8 +91710 +906 7 +M2 + •104.5 + T -= 0-84A B +1.81.5 *1 -102.8 +0400.7 -+N--GF-3 +1 +1� 1 +1.79.8 +189 +1- . 30 +W7 -10$8W.97.1 + -99 4 +90'.92. + •928 7 +1.889-W.5 +483.2 +680.7 +140-8 +1- +1-79.7 +1-752 +1-77. +1-72 +175.1 +1- 3 +1-714 +l- �cajttir a ' i S�ttttttt + +1-111.2 t +i- -4.17.2 +1-74.3 +1-71.3 +667.9 1 +1-63.4 4141-6 2 + +M7_ + +1-77.4 --+M.3 +1- 1.3 s 7 +181.6 +1-59.8 + .2 *14A3 +)49-4 +/-75 A +. +14111.9 *! 8 +I -M2 48 + 95 +1-818 + -73.6 a1-70. +140 +l -8Z7 +1.-M,3 -76.6 +671.9 +1 +1 *191.5 58.2 M 8 +/- .5 +1-74.1 +/-70.3 M9& tl 1 N +6741 +1• 4 e +1 +! •77.4 +1- .e •70. .3 +t +1. 4-72 4 +i -M3 0-742 41- + +MST +195.5 +-M3 7 d 7116` LAMINATED GLASS STACK .09G $G INTERLAYER 318' ANNEALED GLASS 3116' ANNEALED GLASS 4 11 USED AT CURVED FRAMEMEMBERSONLY 29 b' (a� 11-7/8' O.C. MAX GLASS SITE - LONG SIDE 1.3 E n SHORT G 20 ,3 846E O{.A88 TYPE 6 �"� 1) RUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1• FROM THE TIP TO-TrP DIMENSION TO DETERMINE THE SICK DiMENSiDN 2) FOR SIZES NOT SHOWN, ROUND W_ TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOM, FIND THE SMALLEST WINDOW SUE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL•LEG WI4OOW8. 00 NOT USE WITH FINAIAMED WINDOWS. -r-r- LONGSIDE -+�•� i SHORT SIDE I- TABLE DIMENSIONS MAYBEORIENTED VERTICALLY ORHORIZONTALLY AS SHOWN. 14AS'NOM...��GLASS STACK 718'S STACK(SASS STACK9i'18' 818' ANNEALED GLASS TEMPERED CiIAaB ■�l��0�'��It�� 716" AIR SPACE 115USED .090' SO INTERLAYER AT CURVED OWFRAME MEMBERS My 29 BLASE SITEQ11.718'O.C.MAX._ ELM MEM -? Q31�blttCf.'�7 ME= int '� stt dair�t� jE�7aul mai a) �cajttir a ' i S�ttttttt tr c, t � .�tttta a� mM -r-r- LONGSIDE -+�•� i SHORT SIDE I- TABLE DIMENSIONS MAYBEORIENTED VERTICALLY ORHORIZONTALLY AS SHOWN. 14AS'NOM...��GLASS STACK 718'S STACK(SASS STACK9i'18' 818' ANNEALED GLASS TEMPERED CiIAaB 316" ANNEALED GLASS 716" AIR SPACE 115USED .090' SO INTERLAYER AT CURVED OWFRAME MEMBERS My 29 BLASE SITEQ11.718'O.C.MAX._ 2 +- 8 -• i i ••• 1) DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE T FLTO-TIP DIMENSION TO DETERMINE THE BUQK DIAOENSm • 2) FOR SUES NOT MOWN, ROUND UUP TO THE NEXT AVAILABLE $HORT OR LONG DIMENSION. 3) FOR ARCNFrECniRAL WINDOWS, FWD THE SMALLEST WINDOW SUE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHW. A) INS SHEET APPLIES ONLY TO FLANGE AND EQ1eI A EG WIdOOM. DO NOT USE WITH FIN -FRAMED WINDOWS. • • • • • • • • ••• • • • n L C• • •• 21 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS TYPE 7 -�{ SHORT WE LONG SIDE SHORT - 4 SIDE ` N0.58705 • STATE 1F t4� rrllnit�" A LYNN A$.LER, P.E 0000.. .0000. . . 0.00.. 0000. .000. . . .0000. 0.000. . . 0999.. .. . . . 00. . .0000. 0 . . 0000 . 0000 .. . .. 0000 . . 0000 .. ..m� 0000 0000 0000.. 0000.. V � of 7TT-F- .. � 10��9 � o �•°2{: EDGE 2X WOW SUCXSTRr INSTALLATION INSTALLATION EMBEDMENT —ORFDISTANCE NOTE 22,, TH I ATHIS SHEET TYPE Ci INSTALLATION EMBEDMENT 1X WOOD SUCKSTRIP, , TYPE A W MAX SEE NOTE $ THIS SHEET EMBEDMENT 1 S� ' "'(—� • . TYP. ANCHOR TYPE, EMBEDMENT AND EDGE T— .: a ':. • : ' EOM DISTANCE PER SUBSTRATE, DISTANCE PRODLtCI' RHPAIWED EOCBE .b ' SEE TABLE B. THIS SHEET •• a 1�eildm DISTANCE . ! ` 3 AwagteaoONa. `ZJ�g. �1W MAX a. 1 1 SHIM 4 TYP. ANCHOR TYPE. s .. �• _ EMBEDMENT AND EDGE ••y9• ` ' •• ��. 19 DISTANCE PER SUBSTRATE SEE TABLE S. THIS SHEET USED AT CURVED E 28 FRAME MEMBERS ONLY a': • •< R 1 @ 11-7J8' O C MAX4 V CONCRET l VI$19LE LK3MT WIDTH PER ANCHORHOR I'�'—` yyRyppyyBUCKW[DTH-2�f4" FREQUIREMENT WINDOW SUCK WIDTH CORCRETECMU t+f S2 WINDOW TIP-TO Tq� WIDOW W WTtI PERANCHOR REQUIREMENTBUCK EIW_OR �a HEIGHT 1/4"MAX.SHIM HORIZONTAL SECTION A A N WINDOW #12 STEEL HEIGHT VISIBLE SELF-DRILLING SNB TABLE 8: WW '-' LIGHT (Ob), THIS TABLE S. � �W U Xp WINDOW = THB SHEET F Z m O (� WWDOW BUCKpwo C O o H -W - INSTALLATION z 1i z .. r O METHOD D 1* INSTALLATION ANCHOR UNDERNEATH THMe b1cm E $SEADINIG EXTERIOR MIAMI-DARE APPROVED MULLION 21 (SEE SEPERATE NCA), ALUMINUM, � Qalms 6 STEEL. FRAMING OR STEEL STUD. i SEE SUBSTRATE PROPERTIESy TABLE B.THIBSHEET 6 �1/4" MAX BHNd 4� • MIN. OF 3 THREADS BEYOND THE METAL 8USSTRA yy oa0q eLw 1X WAD SUCKSTRIP SEE NOTE 2, THIS SHEET ��•t LYNN 4!/4, 1 CONCRETE PER • • • • i i i i i i `yY No 68105 * r EMBEDMENT :� : • ._ �' ` : ANCHOR Ra$TALlAT1Od NOlEB: ,i :.� �• • 1. U VVR0 W1) *"W0ET. FOUIDW EMBEOMENTAND EDGE DISTANCE LIMITS. : — . • •• e � '. a '.: : . � • �•� �1F li"".. "��'"_ i • • • • ? D- I 2 WOOD BUCKS DEPICTED ON TF88 SHEET Aa'1X', ARE BUCKS WHOSE TOTALTIIICKNESS IS LESS THAN 1•U2'.1X WOOD BUCKS ARE O rs INSTALLATION F�� O ASE TYP.ANCHORTYPE EMBEDMENT MMMALIFUNITMNBERMALLEODMCTLYTOSOLIDfONCRETE. WOODBUCIO;DEPICEDAB'DCAT 1-U2'THICKOR(#LEATER SL AND EDGE DISTANCE PER INSTALLATION To THE SUBSTRATE OF WOOD SUCK$ TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING Ni 1t10P• C9�.� TYPE B SUBSTRATE, SEE TABLE S, THIS SHEET f 'Y - Ti ' • • • • • • • • VERTICAL SECTION B-B �'�sS/ON11tO, ' 3f t�Q$ A•1 r**A�L�'T""t hh�Tq �F{E •BTRLL �TeRAL t MER SHALL BE OF A 312E TO PROVIDE FULL SUPPORT TO THB WINDOW FRAME y' I / y I I f I 1 / t 4 B,MPLIQASLE, LOA$ SE WJ FRESSURF,�RQhI' WNER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM, A LYNN�KILER. P.E. Aahot Sub�ra<e Mtn. E Min. Hr�ledmAM Max O.C. Dlstenn0 1g2or894410888erow ��' � Stat 318` 0. ' StalBtud Or.931n1n. 8` A04 8 1 P.T. 8ou8x3m P610 (SOaO.bb 8718" 1348' 12' m2orolastaleorow(cAb) �"'o"'"'• '"�'' � c. � 12• 3t8' 2" Stat Or. 33 mm. 318' O.OaIP 8 tiA) TAA 480 2•i/T 1-114' 12` 114' 41088 CrolOFlex �t•yet0 (min. 3.38 1' 1314' 1T (aIN1.2.88 1" 1314' 114' Stat tlaraaon ComreN bn4y. 2. U�mytea U. TM -1fx' EV4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1AB018' 81001 UMraoOn 12' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION TYPE E 4 WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT. WINDOW SUCK HEIGHT - 24C 2X W%= SUCK -STRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE G INSTALLATION TYPE F EMBEDMENT SEE NOTE 2. THIS SHEET N W EMBEDMENT SHIMMAX TYP. ANCHOR TYPE. OA13EDMENT AND EDGE DISTANCE PER SUBSTRATE - SEE TABLE 9. THIS SHEET �l EDGE DISTANCE 114' MAX 2 SHIM TYR. ANCHOR TYPE, \.EMSEDMENT AND EDGE DISTANCE PER SUIISTRATE, 11 SEE TABLE 9. THIS SHEET USED AT CURVED 4 a FRAME MEMBERS ONLY VISISWLIGHTWIDTH- @il.7/rO.C.MAX CONCRETEICWOTH - ZSW PERE RANDHOR VMDCWBUCK WIDTH 114* MAX SHIM — 612 STEEL --2:ZK2-21 r SELF -DRILLING SMS (05], 60 TABLE 06 THIS SHEET INSTALLATION TYPE H EXTERIOR =mk�� lu MIAM14)ADE APPROVED MULLION (SEE SEPERATI-5 HOA). ALUMINUM, STEEL FRAMING OR STEEL STUD SEE SUBSTRATE PROPERWA TABLE %THIS SHEET T/4• MAX $HIM Ix WOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET HORIZONTAL SECTION C -C EMBEDMENT EDGE DISTANCE CONCRSTEfCMU PERANCHOR REQUIREMENT TABLE W. Andw Sub*9ft 0�-6� Dumme min, emwmm Mn O-'l- 0112 or #14 4t0 88 Somw 12!p- A35 MW stow WW. W. M MkL 3w 0.04e, (1110 612 or 614 Steell 8erew (�)Inum. P.T.118• I-aP.T.m 5JF— 0.60. ir - ir 1/4.410 88 Cmt*lbx U CMU, (ASTM M 2.Wr 1-114' Ir =C*nude ftnim 3.35 RM) P I-aw 12* 114' Steel UA+aeon E-95 2-11tr 4w --Tfr- UMmtftd CMU. 2-Vr 1.iw TM 712" 1 6/18' Steel tmmcn 1.6 kw— i-itr - MN, OF 3 THREADS BEYOND THE METAL BUISOMR1 r - CONCRETE PER EMBEDMENT ANCHOR REQUIREMENT 1. uMONLYVAGNORSTED g" 4MW&OW EMBEDMENT AND EDGE DISTANCE LIMIT& ' 2. WOOD SUCKS DEpWECONTM SHEET AS'IX*. ARE BUCKS VjHm TOTALTHICKNESS ISLESsTHM J.11r. lXWDOD SUCKSARE PON ARE l4reimiCK OR Glimot INSTALLAT EERED BY OTHERS ORAS APPROVED BYAUTMORlITYNAl" TyP.AwmTYPE.EmsEmeNT OPTIONAL IF UNIT CAN BE INSTALLED DtRECTLyTo SOLID CONCRETE. WOOD BUCKS DEPICTED AS W TYPE F DISTANCE AND EDGE DISTANCE PER INFTAIJAVW TO THE fUB$VJTj OF V00,02 fUCK$JO BE 04CMN SUBSTRATE. SEE TAKE S. THIS SHEET qIURISDfOTJON' VERTICAL SECTION D -D 3.nR AlrWM-Ua*IeO*0 u0 0J • BER SMALL BE OF A SZE TO PROVIDE FULL SUPPORT TO THE VOOM FRAME' e,MAPPOCABLE. OVR ESft PRESSURE MEITHER WINDOW OR MULLION NCAAPPLIFS M WHOLE SYSTEM. TYP. ANCHOR TYPE, EMBEOMENTANDEDGE EMBEDMENr DISTANCE PERTWSHEET S SEE TABLE 10, THIS SHEET INSTALLATION TYPE VISIBLE LIGHT 1EIGHT e WINDOW BUCI( HEIGHT - 2 -W INSTALLATION TYPE J 2X WOOD SUCKSTRIP OR FRAMING, SEEINSTALLATION INSTALLATION NOTE 2, THIS SHEET TYPE J TYPE K EDGE EDGE EDGEDISTANCEDISTANCE 1/4' MAX EDGE DISTANCE —►{ I t J� U 2X WOOD BUC43IRP SHIM 2X W000 BUCKET EE OR PR/UNINO, SEE OR FRM111dO. SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET 114' MAX TYP. ANCHOR TYPE, EMBEOMENT AND SHIM lZ EMS ABLE 10 THIS SHETANCE PER ET USED AT CURVED I FRAME MEMBERS ONLY I I-718' O.C. MAX. INSTALLATION TYPE L x710 STEEL SELF-DRILUNO SMS (G5). SEE TABLE 10, THIS SHEET 2X WOOD BWCKSTRIP OR FRAMING, SEE NOTE 2. THIS SHEET S'U4' MAX SHIM c�15 MIAMI DARE APPROVED MULLION (SEE SEPE'RATE NDA), ALUMINIUM. STEEL FRAMING OR STM STUD. SEE SUBSTRATE PROPERTIES. TABLE 10,TH1S SHEET I EMBEDMENT �g n 11 AOR 4 VISISLE LIGHTNpDTH = B VNIDOW BUCK WIDTH • 2314' WINDOW BILK WIDTH HORIZONTAL SECTION E -E TABLE 10 1111rt. Edge Mex. O.C. ArAw subut ate D)atartce 2-V x MY Box Nall 2.112° x .131• Nap . Salem 2112' x .145 .T. 3VAhem PUre T. Samem Ph" -0.88 112` 5 0. rwm, OHn BNB` 5 x 1°Steel Swear 1n� A38 Bn5 5 0.045 NB__t3e Ste Stud tit 33 5 5 • Med. OF 3 THREADS BEYOND THE MEAL SUBSTRATE. ��� •• ••s • • • •• EDGE DISTANCE • • • • •• • • • • • INSTALLATION .0: i i i • : • • TYP. ANCHOR TYPE, EMBEDMENT 1. USB -ONLY AUGHL LAW 8%AIS tiElT. WLW EMBEDMENT AND EDGE DISTANCE LIMBS. �+— EMBEDtdENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET 2. WOOD SUCKS DEPICTED ON THIS SHEET AS -W. ARE BUCKS WHOSE TOTAL TKIMESS IS LESS THAN 1.1W. JX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD SUCKS DEPICTED AS WARE 1.11T' THICK OR GREATER p48j11LLA O THE StjQ i%ll VF WOOD B•U•CK$ To BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING VERTICAL SECTION F -F auusD� • w •w w w • 3. P"ATTACHMEMT 4 M" THE ST(tUtomL t&MItR SHALL SE OF A %- TO PROVIDE FULL SUPPORT TO WE WINDOW FRAME. 4.10;P1.tt�:BLE. LOWER DEBIGRPRESSURE#AOM ETHER WINDOW OR MULUON NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • • • •ter � a a >� V' tz p UJJi �a W 8 A�Qp z D.a �F u- 0 co r a O LL LL aMt 'fie 't LYNN gq�4 %CENSg'' .. ~ No. 58708 � �-O�'' (ti 7 E13 AL'o A LYNN MUER, PA. PAASSm INSTALLATION TYPE M� FOR THIS INSTALLATION METHOD ONLY. ANCHORS MAYBE NO • MORE THAN B' O.C. 4 ERTERKIR WINDOW BUCK HEIGHT IVISIBLE iEKAiT e WINDOW BUCK HEIGHT - 2-W INSTALLATION TYPE N E EDGE DISTANCE WORDNGRIP INSTALLATION TYPE M EDGE ORFRAhaNG,SM INSTALLATION DISTANCE NOTE 2, THIS SHEET FOR Tt116I49TALLATION TYPE N METHOD ONLY. ANCHORS MAY BE NO 1 EMBEDMENTILS • MORE THAN 8' O.C. SHIM 1X WOOD T SP, SEE 2X VOW BO�gTRiP NOTEE 2 2. , THISISSHEET OR FRAMING. SEE NOTE 2. THIS SHEET 114' MAX TYP. ANCHOR TYPE, EMBEDMENT AND SHIM EDGE DISTANCE PER SUBSTRATE. a34 . /1 SEE TABLE 11, THIS SHEET \_EMSEDMENT AND EDGE 1� DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET USED AT CURVED EDGE FRAME MEMBERS ONLY D�TANCE (� 19-7$' O.C. MAX. CONCRETEJOMU PER ANCHOR REQUIREMENT 114'MAX SM IL SHm INSTALLATION TYPE O 'FOR THIS INSTALLATIOp! METHOD ONLY, ANCHORS MAYBE NO • MORE THAN 5' O.C. #12 STEEL SELRDWLLINO SMS ( • SM TABLE THIS0. SHEET ter— VISIBLE LIGHT WIDTH = 6 WINDOW BUCK WIDTH • 2-3W WINDOW BUCK WIDTH ANCHOR TYPE, T li EMB EMBEDMENT ANO P.O(iE��J OISTANCE PER SUBSTRATE, ox. O.C. DISTAP�E SEE TABLE 11. THIS SHEET 8' PERANCHOR APPROVED MULLION �1J4' MAX SHIM SEDER (SEE 3EE 9EPERATE NDA), ALUNIPNIM. STEEL FRAMING OR STI. STUD. EXTERM j V SEE SUBSTRATE PROPERTIES, Gt aw 075+ S Ga • TABLE 11.THIS SH EET 1X WOOD SUCIOSTRIP. 11 SEE NOTE 2, THIS SHEET VERTICAL SECTION H -H HORIZONTAL SECTION G -G EMBEDMENT INSTACLQTION %1—&- • • • • • • • 1. U$MM Y Ah"RAIfT IM &J't M:HEFT. FaUft EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'"C, ARE BUCKS WHOSE TOTAL THKw"S LS LESS THAN 1-i/r,1X VOW BUCKS ARE OPTIONAL IF UNIT CAN 13E INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'21I ARE 1-ifr THICK OR GREATER �IiRfF;HC�TO THE S1;e88TR�V 2P WOOg SUCKS TO BE ENOGdEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING 3 BATTA/sHME11TTft M�qy IE S7j1lICaj1TRAL PfHSHALL BE OF A SIZE TO PROVIDE FRILL SUPPORT TOTHE WII700W FRAME. A!1'J�PLICdBLE, LOWER OESIGMPRESSUREi� EW tic WW W OR MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • ••• • • • ••• • • T li ESE ox. O.C. DISTAP�E OONCRETEICWJ 8' PERANCHOR 6' REQUIREMENT EXTERM j V r INSTACLQTION %1—&- • • • • • • • 1. U$MM Y Ah"RAIfT IM &J't M:HEFT. FaUft EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'"C, ARE BUCKS WHOSE TOTAL THKw"S LS LESS THAN 1-i/r,1X VOW BUCKS ARE OPTIONAL IF UNIT CAN 13E INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'21I ARE 1-ifr THICK OR GREATER �IiRfF;HC�TO THE S1;e88TR�V 2P WOOg SUCKS TO BE ENOGdEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING 3 BATTA/sHME11TTft M�qy IE S7j1lICaj1TRAL PfHSHALL BE OF A SIZE TO PROVIDE FRILL SUPPORT TOTHE WII700W FRAME. A!1'J�PLICdBLE, LOWER OESIGMPRESSUREi� EW tic WW W OR MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • ••• • • • ••• • • Sabetrete N "m Embedment ox. O.C. 012or#1441OSSBme\9 P.T. SoUthemG=0 8' 1 6' 3-TSmTn." A38 Steel �' ` r Gt aw 075+ S Ga • 8' #12 or #14 Steel Sorem ('05) P.T.SoWlemPure ms i 5 8' 6• All T8 min 8' 0 8' A38 Slee)8' ROGi" o' Steel sm. er. 33 m 318- 8 Ga • 8° 1(4.410 SS Cmt*Wmcmu 1-114 2' 1+ 1.314' 12• Steel UWam 12' 2- it 2`N4' 2 UY 1.2- 4 V 1 4'2 ir 314' . • \,\CEN3�r •.�Q �i� INSTACLQTION %1—&- • • • • • • • 1. U$MM Y Ah"RAIfT IM &J't M:HEFT. FaUft EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'"C, ARE BUCKS WHOSE TOTAL THKw"S LS LESS THAN 1-i/r,1X VOW BUCKS ARE OPTIONAL IF UNIT CAN 13E INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'21I ARE 1-ifr THICK OR GREATER �IiRfF;HC�TO THE S1;e88TR�V 2P WOOg SUCKS TO BE ENOGdEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING 3 BATTA/sHME11TTft M�qy IE S7j1lICaj1TRAL PfHSHALL BE OF A SIZE TO PROVIDE FRILL SUPPORT TOTHE WII700W FRAME. A!1'J�PLICdBLE, LOWER OESIGMPRESSUREi� EW tic WW W OR MULLION NOA APPLIES TO WHOLE SYSTEM. • • • • • • • • ••• • • • ••• • • �52 N 'n d aietl IL .4IL Og i 5 +- m 0 0 o' n O Y `- �z az z F 6 m Z y O Q Z •DEQ 44, LYNN I4#�'','i . • \,\CEN3�r •.�Q �i� Qe1 ` 140.68705 * ' STAT O 6(/ 4L P.E. P.B.0 am ALL CORNERS TO USE GASKET AND/OR SEALANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEO FRAMES I 7" Lai :.� EOUAL,LEG FRAME r.cT3-MV— ANGLE CUR— FRAMEASS BLY I jIALL 1 tk AND 1 EGkIAL-LEO FRAME FLANGE FRAME AaTERED FRAME WITH INTERIOR AND EXTERIOR FRAME MAIDS (SHr3 "ORCORNERKEYSAT SCREW BOSSES, SEALANT AT ALL CORNERS POTP•rt# 1 4MO Dmmmon Flanged From m4wrial Alum. 6003.16 2 4286 Sq=4" Fame Alum 808375 3 4268 hdeWW Fin Ram Ak m. BOOTS 4 4265 711V Land. 0109 Beam Alum, 808376 6 4264 LQ OWS Bing Alum. 808376 ea 4270 9re aflon Fns wm Cow Aiwa. 6083T6 Bb =4 h ote2ation Faster Cow ftm PVC 10 70MC Gasket (at 80° comer jdnts) P*dhylelre 11 TP24718 Vhgl BvIb Weathw0tp Flex PVC, Dura 65 +1-1 13 Y Down M, GE 7700 SUkone or Equiv. • 20 71862K Sstting Stock, Moi». 3110' x 71W x 4" Neoprene, Duro. 86 +1-1 21 717MK Batting Block, LQ 3116' x 1.1W x 4° Neoprene, Dux 86 +1-1 22 D)RAMS 7118° DuraSewl Spacer 26 #8 It 144 FH SMS Stainless mel 30 781PQX 48 x r Quad PH SMS I Stakdess $teal ASSEMBLY DETAILS t FIN FRAMES �074' -1. 082" 1.876' � "GE FRAME #4263C, 8063-T5 MITERED FRAME MOTH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS �014' F.074• Aw .062' 1.376' 1.376' �'j .600' 438' 9.128' QE�QUA LEG FRAME ' a 94285, 8063-T6i—'— 3 IM FRAM FIN 8063.75 L • • • • ,ems • • • • • 7 8" LAMI j`,r'� GLASS B ADING #11266,3 T5 • • • • • % • • • • 1::.� i f�346 • • • • • • • T-' 1.0. GLASS EAD(N • #4284, 8083 -TB • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • •• ••• Y • • ••• • ••• • t.oar r ABO R+1376LLATIQN 68 FASTENER COYER #4270,808376 a