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WS-16-3239 WS ll�— g zo 3G Permit NO. WS-11-16-3239 Miami Shores Village Permit Type:Wintlows/Shutters 10050 N.E.2nd Avenue NW 2 I 4rkCiass�cation:Window/Door Replacem Miami Shores,FL 33138-0000 Per permit Status:APPROVED Phone: (305)795-2204 F�ORtDA Issue Date: 12/12/2016 Expiration: 06/10/2017 Project Address Parcel Number Applicant 117 NW 99 Street 1131010220390 Miami Shores, FL Block: Lot: KEVIN MURRAY Owner Information Address Phone Cell KEVIN MURRAY 117 NW 99 ST MIAMI SHORES FL 33150-1742 Contractor(s) Phone Cell Phone Valuation: $ 29,537.00 FLORIDA HOME IMPROVEMENT (954)792-4415 _.,. .........w Total Sq Feet: 0 Type of Work:REPLACE 16 IMPACT WINDOWS SIZE FOR Available Inspections: No of Openings: 16 Inspection Type: Additional Info:REPLACE 16 IMPACT WINDOWS SIZE FOR Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $18.00 DBPR Fee InVOiCe# WS-11-16-62202 $3.90 12/12/2016 Check#:30695 $274.80 $50.00 DCA Fee $3.90 Education Surcharge $6.00 11/30/2016 Check#:30613 $50.00 $0.00 Permit Fee $260.00 Scanning Fee $9.00 Technology Fee $24.00 Total: $324.80 In consideration of the issuance to me of this p mit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with t e lans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibili r II ork done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, ME C L,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certi f r of g infor a e and that all work will be done in compliance with all applicable laws regulating construction and zoning. hermo ove-name contractor to do the work stated. December 12, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 12,2016 1 �N Miami Shores Village RECEIVED Building Department N 0 V 3,0 20,6 p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �/ Tel:(305)795-2204 Fax:(305)756-8972 BY'— INSPECTION LINE PHONE NUMBER:(305)762-4949 s-F-r\ FBC 20 Iq nn BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I I l WL&j Sq S 1— City: Miami Shores County: Miami Dade Zip: 31.Sn Folio/Parcel#: ( �-3 O I •Q ZZ - 63CI O Is the Building Historically Designated:Yes NO Occupancy Type: Load: ,,Construction Type: Flood Zone: BFE: FFE: ✓ OWNER:Name(Fee Simple Titleholder): r%1 (1 i-to Phone#: c�as'�(�•` �y b Address: I I ) A3W 019 5r -�, City: Wof A 4CALZ -P3- StateYl - Zip: 33I,S� Tenant/Lessee Name: N/A Phone#: N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address: N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ a 53� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: REPLACE Specify color of color thru tile: ,�,, Submittal Fee$ Permit Fee$ ZW CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ r f TOTAL FEE NOW DUE$ �Z `-'1 • �� (Revised02/24/2014) R Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A City N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A City N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature—A� Signatur OWNE rAGENT CONTRAC R The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ;.3 day of tJQJ 20 1 (0 by D-3 day of POJ 20 1 W by V IA MJ f CG who is personally known to lWJJ,-4rt b 0J ,J-+-�who is personally known to me or who has produce as me or who has produced as identification and who did take an oath. identification and who did tak n oath. NOTARY PUBLIC: NOTARY PUBLIC: Pti0 Sign: Sign: ro.�p,RY•P � ANTONIO HERNANDEZ Print: Print: Seal: EXPIRES:October 1,2018 NqT^n-:OOP '.ThR 9ud0��MCbr,�-�d�rs Seal: P�e� ;�i'rTq iE OF��• D L� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearcli/#/report/summary OFFICE OF TRE PROPERTY APPRAISER Summary Report Generated On: 11/9/2016 ki Property Information Folio: 11-3101-022-0390 rs 0io 117 NW 99 ST Property Address: Miami Shores,FL 33150-1742 Owner KEVIN MURRAY W 11 Mailing Address 117 NW 99 ST MIAMI SHORES,FL 33150-1742 = Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE AA FAMILY: 1 UNIT Beds/Baths/Half 2/1 /0 Floors 1iWe Living Units 1 Actual Area 2,068 Sq.Ft Living Area 1,470 Sq.Ft 011 Adjusted Area 1,769 Sq.Ft Taxable Value Information Lot Size 8,100 Sq.Ft 2016 2015 2014 Year Built 1950 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value 1 $51,281 $50,577 $49,779 Land Value $178,398 $131,771 $109,472 School Board Building Value $123,122 $123,122 $119,938 Exemption Value $25,000 $25,000 $25,000 XF Value $2,161 $1,949 $1,956 Taxable Value 1 $76,281 $75,577 $74,779 Market Value $303,681 $256,842 $231,366 City Assessed Value $101,281 $100,577 $99 779 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $51,281 $50,577 $49,779 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $51,281 $50,577 $49,779 Cap Reduction $202,400 $156,265 $131,587 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Homestead 01/01/1988 $70,000 13540-346 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 11/01/1983 $75,000 11978-1896 Sales which are qualified Board,City,Regional). 04/01/1975 $40,000 00000-00000 Sales which are qualified Short Legal Description 06/01/1972 $33,500 00000-00000 Sales which are qualified GOLD CREST PB 21-56 W1/2 OF LOT 8&ALL LOT 9 BLK 5 LOT SIZE 75.000 X 108 OR 13540-346 0188 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: 3226ct SNORES G Miami Shores Village ` AN Building Department logo "i 8.111x' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 ORiDp' Fax: (305) 756.8972 Insl2ection,requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection, prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc. Inspector will also verify anchor type,edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: ,t1 1, b vlt4x T. Qualifier/Owner Signature Date Print Name 5 a Specially Engineering Consultants,Inc. ' 8.'fq, Wind Velocitea in South Florida a rj 1599 SW 30 Avenue,Suite#20 +:. Boynton Beach,FL 334326 may; Dadc Broward Palm Bach rz n FL.CA#009217 Risk Cat.1 165 156 156 lour risk to hwnuac fame shads 5 C y Ruk Cm.2 175 I72 170 Sin cFamil Rasidmca 1 r i Risk Cat.3&4 186 180 180 Es futl FaciOdss P =q h•CGcp- �p'J Intstuctions and limitations of Use 1 Cha ns vide wind ressures basad on the mean roof height.And shall rat exceed 80'-0". 2 Des n ressures are for an enclosed builindi shutters or other im ct rasstance protection required). V(mph) 175 1620 FBC for HVH4 m Fig.26.5-1a 3 User shall determine the mean roof he ht, Eave height+Roof Peak Risk Category II Tabic 1.5-1,page 2 4 End zone distance is the lessor of 10%of le ih,10%of width,or 40%of the mean roof heig ht and not lass than 3'-0" Exposure C Saaion 26.7 5 If 50%of a component is in a particular zone then that component a considered to be in zone with the ma� of the area.If ueationable then lace in Zone 5 Kd 085 Table 26.6-I,page 250 8 Each com nent,window,door,mullion has a tribute area that a area to be used.Area of com is to rounded down but shall not be less the sf KA 1 Figure 26.8-I,page 252 7 For NOA's that r uire a Kd=1.0 then multiply the values listed herein b 1.18. GCpi 0.18 .0.18 0.55 8 Wind assures are based on Allowable stress d n. pitch ofnaf 3/12 14.0 degree 9 Design ressures listed herein are valid for Exposures B and C and ure D. max roof height 30' thea 14.0 degras 10 Charts and values Hated heron are onl -'id when s'ned,dated and sealed b Ga McDo le,PE#56214 or Mark LeBlanc,PE#35683 or Ada LeBlanc PE#77012 11 Wind design pressures are calculated in accordance with ASCE 7-10,Method 2 U _ 12 No reduction is taken for slopes lass than 10 degrees. r Area ofcompment Area of Armofconvoncza Area ofco mm Area ofcornponent Area ofcomponcut Area ofcom nmt Area of- nmt Arca ofcom i Arm ofco of t • IO.Osf 15.O sf 20.0 sf 25.0 sf 30.0 sf 35.0 sf 40.0 sf 45.0 sf 50.Os 0 60.0 sf Mean•cof • • Hai t• Sne 4 Z Z [one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone e 4 Zone 5 ••••: 40, 4�1•• 35.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.0 l y •4384 -53.6 -42.2 -51.3 41.8 -50.6 -41.4 49.8 -41.0 -49.0 -40.6 48.3 40.2 -47.5 -39.8 -46.8 -39.4 44.5 0••••• • 35.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 5.. 35.4 • • • 16 -44.0 -544••wV.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 -41.1 48.9 40.7 48.2 -40.3 -47.4 -39.9 -46.6 -39.5 .1 45.1 • • •51.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 •••••• 1-6 -4416 -5tH••-43.4 -52.7 -42.9 -51.9 42.5 -51.1 -42.1 -50.4 -41.7 49.6 -41.3 -48.8 -40.8 -48.0 -40.4 -47.2 -40.0 46.4 -39.6 45.7 •••:•• • •fi.6 4P.@1••045.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 ••••• 110•I •-d5.1 -55. 43.9 -53.3 43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 49.4 -41.3 -48.6 -40.9 -47.8 -40.5 -47.0 40.1 46.2 • • • 4241 4tH 45.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 •• •••••• I� 45.7 -561 44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 -42.7 -50.7 42.2 -49.9 -41.8 -49.1 -41.4 -48.3 41.0 -47.5 40.5 -46.7 • • 42.6 4"0 0•44.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 •••••• 20 -4 -5 • 'g.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 42.7 -50.5 -42.3 -49.7 -41.8 48.9 41.4 48.1 41.0 47.2 • •• 0#3O 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 •• 21 • -46?6 -5.6 •• .3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 43.6 -51.8 43.1 -51.0 -42.7 -50.2 -42.3 -49.4 41.8 48.5 41.4 47.7 •••••• 434" 43.41 M.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22• • 1 -58.1 45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -53.2 44.0 1 -52.3 43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 -41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 46.2 -56.2 -45.8 -55.3 -45.3 -54,5 -44.9 -53.7 44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 -49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 44.8 -53.3 -44.4 -52.5 -43.9 -51.6 -43.5 -50.8 -43.0 49.9 42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 -47.0 -57.2 46.6 -56.3 -46.1 1 -55.5 1 -45.7 -54.6 45.2 -53.8 44.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 1 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 1 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 1 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -54.2 45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 47.3 -57.2 -46.9 -56.4 -46.4 -55.5 45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 -43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -55.9 46.3 -55.1 -4. 1 -54.2 -45.4 -53.3 -44.9 -52.4 -44.4 -51.6 -44.0 -50.7 43.6 43.6 29 49.9 61 6 48.5 59 0 8.0 58'1 47 6 57 2 47.11 56 3 46 6 555 46.2 54 6 457 537 45.2 52.8 44 8 52 N% 4 0 2 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 -57.6 47.4 -56.8 47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 1 45.1 � ! .* • •=364 No 77 2 • C� 0 0 E AON . <v 10 �i� • •. 0 R 1�• • \�:• -oS,�0NAL ENS•% �liln111101 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:117 NW 99 St, Miami Shores FL,33150 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/ No Yes/ No Yes/ No I WINDOW 16-0714.03 - SCS +40.1 -43.4 35 3/8 x 56 NO 1.25 x 3.25 YES 2 16-0218.03 �. 3 1.25 x 3.25 �. 4 16-0218.03 �. 5 -53.6 1.25 x 3.25 �. • '• •d,' •• �. .(, .�. .�. .�. �, �, 16-0218.03 .L •; �, •• ••• �, +(o S -43.4 251/2 x 44 .. ... •••�•• •••.�. •• •.. �, .� .� .� -53.6 35 1/4 x 56 %30.: 1.25 x 3.25 ..It.. y .. ... �. .�, �• �, �, �, �, 16-0218.03 �. -43.4 25 x 56 1.25 x 3.25 13 y 16-0629.14 +50.0 -50.0 56 x 56 16-0218.03 �. 14 16-0714.03 +65.0 -70.0 25 x 56 15 28 5/8 x 48 1.25 x 3.25 .�. 16 16-0218.03 .�. �'. '� j.....i_.. .-..«- ... C I..__) ..j._• f-" ._ - - --- ...._ a ... z f ; : _ — – lox, I i I _ i I .. .....; �QNING p T l c ...... .—i-.....1...._ : ._._ t _ - '' { I SI�1�jJECTTO CO# PLI C�TH I EDERA � p , s „? .. i ' FRTE AN'SOC7NTY i € — •• 33 Tat•- �•+e--i'_ ....;_.__ __i_... .,__ ,��_,_ .!_ _t :__:....�ayy�y�€ i • . { ... .., , M■ • ut' a - - 3 i • i .. I I I i. —,--a......... { i t : i d- . !. i.. _ { � � � ,may I I { r _ I I d 9 r £ € . f J -- i M IAM - ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.pov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PW-5520 Vinyl"PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11,dated 09/09/14,with revision A dated 06/08/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distr for inspection at the job site at the request of the Building Official. his NOA revises NOA#14-0930 AdpoVst$tOttlZs Pagel and evidence pages E-1 and E-2,as well as approval a obg. .. ... The submitted documentation was c0iemd 9y kaeue;Pcrer,P.E. •• •'• "' NOA No. 16-0629.12 MIAMI•DADE COUNTY • ' � � •• • • • • � � Expiration Date: April 30,2020 • • • ;• ;' ;' Approval Date: August 04,2016 .,14�« Page 1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 14-0930.25) 2. Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through 11 of 11, dated 09/09/14, with revision A dated 06/08/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 08/01/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). .. ... . . . . . .. .. . • . 001,• .. ... .. . . . .. Manuel Pe .E. Product Control Q er •. .••• 00. . . ••• ••• NOANo. 1 9. . 12 •..• . . . .• • •. Expiration Date: April 30,2020 . . . • •• Goo • 0 •. •• Approval Date: August 04 2016 E-1. . • . . . . . . •• •. 00 . •• •. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.T.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. E. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-51h Edition (2014),dated September 27,2014,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0930.25) 2. Statement letter of no financial interest, dated September 27,2014, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 14-0930.25) 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon,P.E. Supervisor, Product Control Section. (Submitted under previous NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0930.25, issued to PGT Industries, Inc. for their Series "PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 04/30/15 and expiring on 04/30/20. .. ... . . . . . .. • •• • • • • ••• • •• ••• •• • • • •• Manuel Perez,P Product Control Exam ner ••• •;• •'• •'• `:` `:` NOA No. 16-0629. 2 ••; ; ; ; '. . : : Expiration Date: April 30,2020 •' ;' '.' ;.. :` :` Approval Date: August 04,2016 E-2 ..• • . . . 0:0•• . . • •• •• • . . •• •• ... . • . .:0 . . GENERAL NOTES:SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE IMPACT RESISTANT TABLES 4-13,SHEETS 6-10 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY (.� MAX.BUCK WIDTH SEE TABLES 413 HURRICANE ZONE(HVHZ). _-� (SHORT OR LONG SIDE) _- MAX.BUCK WIDTH SEE TABLES 49 (SHORT OR LONG SIDE) 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX.O.C.SEE r 125•MAX, 8,SEE TABLES 413 6"MAX. D,SEE � Imo— MAX.O.C.SEE TABLES 49 jL FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD SHEET 3 SHEET 4 I PRODUCT RBVISh� LITE(CAP)MUST TEMPERED. as c p1pas Wi6r de pkf9h 3 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE 130d�Cock VISIBLE T AaxPtmcc Nk+S� COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR VISIBLE FXItl1ESMM1 DaM /y/ EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND LIGHT WIDTH MAX.BUCK LIGHT WIDTH CONCRETE WITH MIN.KSI PER ANCHOR TYPE. HEIGHT,SEE TABLES 413 r -^.:.,'�•'".i•.'oih�C1 4)ALL WOOD BUCKS LESS THAN 1-1Y1'THICK ARE TO BE CONSIDERED 1X (LONG OR I Y INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TOI / SHORT SIDE) R JR-05/05/16-ADDED SPACERS SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X VISIBLE VISIBLE 'TO SHEET 11. BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE A I LIGHT A,SEE C I LIGHT C,SEE n STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE HEIGHT SHEET 3 HEIGHT SHEET 4 ' ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). I / I / 5)ANCHOR EMBEOMEN"BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX.BUCK > STUCCO.USE ANQI-IQQRS O SUFFICIEN LEN TO ACHIEVE EMBEDMENT. y HEIGHT,SEE -'AliINSTAL TION ANCF;'OASS�OULD BE S�ALW ALL SEALING/FLASHING MAX.O.C. 1. TABLES 4-9 ' Y FOR WATER RES�TANCE O WSTALL*ION SHALL BE DONE BY OTHERS SEE TABLES (LONG OR W `1 Q AND IS EYOND TJJF"W f)F THESE INSTRUCTIONS. 4-13 MAX.S E SHORT SIDE) � .�•a 40069* w •6)MAX.114"SHIMS ARE REQUIRED AT E;CHRNCH;R LOCATION WHERE THE PRODUCT ' TABLES O rn 9 O ISNOT FLUSH TO THE SUBSTRATE.US12"10-4 ARABLE OF TRANSFERRING APPLIED I 4-9 }r atop O N OLOADS.WOOD BUCKS,BY THERS,MUST F SU F IENTLY ANCHORED TO RESIST _� f U N N N • B 6'MAX. --► rs— D - .1.25'MAX. O 04 0 •L0"ftPOSED jAr" 'YTHE WIND4) • J A c19 •••• 609090 TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL O LL N J CD Mo 4L/ ?18N PRESSURES: Lo LL co "Wt*TIVE DESIjjf*LO"BASED ON SWINSIT•RAL/CYCLE TEST PRESSURE,FRAME FLANGE FRAME(90•CORNERS) FRAME(90•CORNERS) i L u p ANALYSIS AND GLOLSS•ER AETTM E1300.0 • U U_ X Ln O 2 co 2 B.POST-SVE DESIGN LOAD"ASED ON wA'r@z ftT PRESSURE,STRUCTURAL/CYCLE (ANCHORED THROUGH NAIL FIN) 125"MAX Z m O U) -N ma fr*9F•:SSURE,FRAME ANALYSIS AN 6GASi P71 ASTM E1300. 6"MAX. --� ^O O Y Z O d O 8 T �iCHORAGE METHOD SHOWN WCWWVESIGNED TO RESIST THE 6'MAX Q H LL GADS CORRg VQI0YJ fp TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3% MAX. O j O �2ESS INCREASE VS NOT SEEN USE41N THE•ESIGN OF THIS PRODUCT.THE 1.6 �• Z W a MAX.O.C. O.C. j AD DURATION FACTOR WAS USED FOR THE EVAEUATION OF ANCHORS INTO WOOD. MAX.O.C.SEE -i SEE TABLES r SEE ® O W laayg 4ArOHQp6 THAT COME INTO a4NTACT WI1N OTHERDISSIMILAR MATERIALS SHALL MEET 413 TABLES 48 y TABLES O1 aS THE REQUIREMEN?6t "FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. t N • • 4-9 Z W 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX:O.C. T O Z CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / VISIBLE SEE T TABLES / VISIBLE W Z along JURISDICTION. LIGHT LIGHT LL X J O 10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA ELCO CRETEFLEX / HEIGHT HEIGHT OF LL IX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& MAX.BUCK w } W �? BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN MAX.BUCK HEIGHT,SEE U Z W SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN / HEIGHT,SEE / TABLES 4-9 j O n. MANUAL TABLES 49 (LONG OR VISIBLE (LONG OR VISIBLE SHORTSIDE) apl asap saua5 11)-PVB'=.090"BUTACITEO PVB BY KURARAY AMERICA,INC. LIGHT WIDTH SHORT SIDE) LIGHT WIDTH 'SG"=.090•SENTRYGLAS®INTERLAYER BY KURARAY AMERICA,INC. ` SONY LY/VIy 6'MAX GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS • • • • ' • • • • • • • • . . ' ELEVATIONS.................................1 i '•� WIDTH:BUCK WIDTH-43116" I- - I — MAX.O.C.SEE TABLES 49 --►� 1.25"MAX. - �•; NO.58705 FRAME.GLASS..ANCHOR f'� MAX.O.C. 6" 1.25- FRAME. J 1 *= HEIGHT:BUCK HEIGHT-4-3116' OPTIONS.............................2 SEE TABLES 4-13 tr4 INSTALLATION,FLANGE& MAX.BUCK WIDTH SEE TABLES 4-9 ' EQUAL LEG..........................3 STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 413 SHORT OR LONG SIDE (SHORT OR LONG SIDE) ( ) %c INSTALLATION,INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION TYP.INTEGRAL FIN& •�� J-CHANNEL..........................4 •ASTM E1300-09 TYP.EQUAL-LEG/BOX& ' F '�oRlop J-CHANNEL FRAME(CURVED OR S' '' •• j�� GLAZING DETAILS........................5 •ANSIIAFBPA NDS-2012 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED �S'/DNA` DESIGN PRESSURES...................6-10 •ALUMINUM DESIGN MANUAL,ADM-2010 OR ANGLED CORNERS ANGLED CORNERS) /i �, BOM&ASSEMBLY.......................11 •AISI-5100-o7/S2-2010 ) (ANCHORED THROUGH NAIL FIN) /iliil111t1 A.LYNN MILLER,P.E. P.E.#58705 TABLE 1: Glass Table WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Type Description # 7 7/8"Lam' PVB Interlayer 4 "A =ANNEALED 7/8"Laminated I.G.:1/8"T Exterior Cap+7116"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Intedayer "-=HEAT STRENGTHENED 9 7/8"Laminated I.G.: 1 x er ntedayer 6 "T"=TEMPERED 0 0 "PVB"=.090"PVB INTERLAYER 10 7/8"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lues of 1/8'A Glass with.090"PVB Interlayer 6 "SG"=.090"SENTRYGLAS BOX OR 11 1"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"PVB Intedayer 7 INTERLAYER EQUAL 12 1"Laminated I.G.:3/16"A Exterior Cap+3/8'Air Space+7/16"Laminated;(2)Lites of 3/16'A Glass with.090"PVB Intedayer 8 FLANGE LEG 13 1"Laminated I.G.:3116"T Exterior Cap+318"Air Space+7/16'Laminated;(2)Lites of 3116"A Glass With.090"PVB Intedayer 9 14 1"Laminated I.G.:3116"A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"SG Intedayer 10 15 1"Laminated I.G.:3/16'T Exterior Cap+318"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"SG Intedayer 11 'GLASS TYPES 14 THROUGH 16 1"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+7116"Laminated;(2)Lites of 3/16"H Glass with.090'SG Intedayer 12 17 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL 17 1"Laminated I.G.:3116"T Exterior Cap+318"Air Space+7/16"Laminated;(2)Lites of 3116"H Glass With.D90"SG Intedayer 13 •FIN FRAMES. • •• TABLE 2:ANCHORS I1e6TALWI)THROUGH FRAME • •••• • •• Min.Edge Min. 'MIN. 3 THREADS Anchor • ••• $rebstrate Distance Ernbedmenr BEYONDD THE METAL SUBSTR4TE.FOR ••• • P•T.SOuth Plne(SG=0.55) 7/16" 1318" STEEL STUDS,MIN INTEGL=R#1a SMS Stt►el,A36' 318" 0.050" Fu=45 KSI. J-CHANNEL FI(steel,1st$S.S. u ,A653 Gr.33' 3/8" 0.0451" 18 Ga.) "UNGROUTED CMU'• ••• or�4��) Rlunllnhm,6063-T5' 3/8" 0.050" USED FOR GROUTED •4'000 ••• 0000 P•--"t1ilv Pine(SG=0.55) 7/16" 1.3/8" CMU APPLICATIONS. • •• 3/16"Atel Ylgacon Concrete(min.2.85 ksi) 1" 13/8" • • • l.(pg 009 U,(ASTM C-90) 2-1/2" 1-9/4" 04••• #12 SMS P,10 SrlbMem Pine(SG=0.55) 9/16" 1-318" • ••••$liel,A36' 318" 0.050" • • (steel,11 S.S.S. Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) Or 410 S.S.i ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES •••••♦ luminum,6063-T5- 3/8' 0.063" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.13,SHEETS 6.10. Cone(min.2.85 ksi) 1" 1-3/4" 1/4"steel Uitzon LONG LONG LONG SHORT C• • Ungrouted MU,(ASTM C-90) 2-1/2' 1-114" SIDE SIDE SIDE +{ SIDE i- - 1/4" r ex Concrete(min.3.35 ksi) 1" 1-314" - 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" 1/4"steel Creteflex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" =N =�° _� P.T.Southern Pine(SG=0.55) 1" 13/8" D 1/4"steel P.T.Southern Pine(SG=0.55) 1" 1318" 1 rRpDUc t REVISED Aggre Gator Grouted CMU,(ASTM C 90) 2" 2" LONG LONG LONG LONG LONG 0 �/ w complying with die R ih I� SIDE I` SIDE '� I-- SIDE � 1-- SIDE - I� SIDE zO l HialdvigCode 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 13/4" T f - - 7- - -, T r--- 7-r- - T r B C.&m N.fro-p(p�1Q.lQ 1/4"steel Creteflex Concrete min.3.35 ksi 2-1/2" 1-314" I r r ""O^ �' /�� 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2' 1-318 ooh oil I 09 g° oo By NNI NNI �11N NyyN I N1y IV mi PrcA ct TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN 1 1 1 1 L- -J Group Anchor Substrate Min.Edge Min. Distance Embedment' E 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16" 2-1/2"Ring-shank Rooting Nail P.T.Southam Pine(SG=.55) 318" 2-7/16" _ P.T.Southern Pine(SG=.55) V2" 1-318" " VINYL FIXED WINDOW NOA(LMBSM) 919/14 #10 Trusshead SMS 8 Aluminum,6083-T5' 3t8" 0.050" (steel,18-8 S.S. oor 410 S.S.) Steel Stud,Gr.33" 318' 0.0451'(18 Ga.) o GLASS/ANCHORS/FRAME OPTIONS oma�IROSOWSKI F Steel,A36' 3/8' 0.050' P.T.Southern Pine(SG=.55) 9/16" 1-3/6" 'MIN,OF 3 THREADS #12 SMS aluminum,13083-TS' 3/8" 0.083" BEYOND THE METAL CERT.OF RUTH.#29296 N - (steel,18-8 S.S. SUBSTRATE.FOR 1070 TECHNOLOGY DRIVE Steel Stud,Gr.33' 318' 0.050' z or at0 S.S.) STEEL STUDS,MIN N.VENICE,FL 34275 v .. Steel,A36' 3/9' 0.050' Fu=45 KSI. (941)-480-1600 PW-5520 NTS 2 OF 11 z° MD-5520.0 p z A A.LYPNE p 1587EER,P.E. INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD �F EDGE DISTANCE _ 1/4"MAX. 1/4"MAX. SHIM SHIM FRAME OR BUCKSTRIP. 2 4 , SEE NOTE 2,THIS SHEET. EMBEDMENT EDGE « /�1 EDGE FLANGE DISTANCE 5, u DISTANCE FRAME SHOWN � . I 1/4"MAX EMB DMENT AND EDGEGE ANCHOR TYPE, 1•THICK I.G. TYP.ANCHOR EMBEDMENTANDTYPE, 2 ll 'J��\II� SHIM DISTANCE PER -- EDGE DISTANCE PER EYP.ANCHOR TYPE, SUBSTRATE, SUBSTRATE,SEE EMBEDMENT AND 6 EDGE DISTANCE PER SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2. _ • • SUBSTRATE,SEE • • •a �� 5 TABLE 2,SHEET 2. 1 • •••• •• a OOI 7/8"THICK I.G. ❑ - ••••• • O 1'� VISIBLE LIGHT WIDTH 7 - �- o FLANGE EXTERIOR EQUAL- 0 •• ••••• ••• • • FRAME• NOTES: SHOWN ID LEG/BOX • • S/8"THICK I.G. BUCK WIDTH FRAME ' • • 74•• 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN ••••• 0000 • •• LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A • • • AND EDGE DISTANCE LIMITS.ANY INSTALLATION ••••• •• 10 ♦ 0 0000 OPTION WINDOW.SHOWN MAY BE USED ON ANY SIDE OF THE ••••• •• • +II ••• DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. • • • • 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 3,SHEET 2, • • • '••• PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN ••••• VISIBLE 1/4"MAX. • BUCK LIGHT •••• 1.1/2"LLATIO S-TO BE CONSIDERED 1X INSTALLATIONS.iX WOOD BUCKS ARE OPTIONAL IF SHIM HEIGHT HEIGHT #10 OR#12 STEEL —►{ 1/4"MAX.SHIM ••••• • -0000� UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS GS SEE • ••• •• BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR TABLE 2,SHEET 2. • • • •• GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE • • • DESIGNED TO PROPERLY TRANSFER LOADS TO THE L_J 00000 • • STRUCTURE.WOOD BUCK DESIGN AND •••4 •• INSTALLATION IS THE RESPONSIBILITY OF THE • • ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERREDJGE. TO AS DAYLIGHT OPENING)IS MEASURED FROM 1"THICK I.G. BEADING TO BEADING. EQUAL PRODUCTREIASED LEGBOX n< plyigwithdwFhxib S OWN FRAME / Bw� 16'o Lq•t'Z TMP.ANCHOR TYPE, P`� w EXTERIOR � (� EMBEDMENTAND EXTERIOR ❑ 4 IL11 EDGE DISTANCE PER ,. SUBSTRATE,SEE INSTALLATION 15 INSTALLATION �{' �'' �"'�"` EouAL- TABLE 2,SHEET 2. OPTION 4 OPTION 4 LEGBOX ANCHORED THROUGH ANCHORED THROUGH FRAME �1/4"MAX.SHIM FRAME INTO METAL FRAME INTO METAL SHOWN IO VINYL FIXED WINDOW NOA(LM&SM) $ 9/9/14 EMBEDMENT - VISIBLE LIGHT FORMULAS o FLANGE&EQUAL-LEG/BOX FRAMES a m J ROSOWSKI INSTALLATION a WIDTH:BUCK WIDTH-4-3/16" - QPTION 2 HEIGHT;BUCK HEIGHT-4-3/16" a EDGE DISTANCE CERT.OF AUTH.#29298 ANCHORED THROUGH n ' FRAME DIRECTLY INTO 1070 TECHNOLOGY DRIVE ' CONCRETE/CMU. VERTICAL SECTION B-B N.VENICE,FL 34275 .._ (941)-480-1600 d PW-5520 NTS r 3 OF 11 o z MD-5520.0 z° A A.LYNN MILLER,P.E. w. P.E.#58705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 INSTALLATION OPTION 51/4'MAX.SHIM 1/4"MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. F� EDGE DISTANCE INTEGRAL FIN INTO 2X WOOD (� FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET. r EMBEDMENT I I NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE �f NOTE 2,THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCE J-CHANNEL 5 FRAME 1 SHOWN -1- O DE EMBEDMENT a 1'THICK I.O. 1/4"MAX.SHIM ANCHOR TYPE, EMBEDMENTAND TVP.ANCHOR TYPE, EDGEDGE DISTANCE PER � EMBEDMENT AND EDGE SUBSTRATE,SEE V✓ • DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL TYP.ANCHOR TYPE, • • SEE TABLE 3,SHEET 2. (SCREW SHOWN) FIN EMBEDMENT AND EDGE • ••• 5 (NAIL SHOWN) OO 7/8"THICK I.G. 0 FRAME DISTANCE PER SUBSTRATE, ••••• • •••• SHOWN SEE TABLE 3,SHEET 2. J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH JL 7 (NAIL SHOWN) FRAME ••• • • • 7/8'•fHICK I.G. NOTES: SHOWN v • • • • BUCK WIDTH •• • 000000 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ••••• 41000 ANCHORS LISTED ON TABLES 2 8 3,SHEET 2. •• •• FOLLOW EMBEDMENT AND EDGE DISTANCE 04,000• • • LIMITS.ANY INSTALLATION OPTION SHOWN MAY ••••• 000000 DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. • •••• BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. • • •• •••• • • • • 2)MASONRY ANCHORS MAY BE USED INTO WOOD • • • 0000 AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS 00000 VISIB E THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X •BUCK LIG ••••• INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL 0000 •••iEIGHT HEIGHT • IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. k11110 OR#12 STEE)IN-FIELD 1/4"MAX' ••••• WOOD BUCKS DEPICTED AS 2X ARE 1.112'THICKSMS(G5),SEESHIM • •• OR GREATER.1X AND 2X BUCKS(WHEN USED) TABLES 2&3, • • • • SHALLBEDESIGNED TO PROPERLY TRANSFERSHEET 2. ••••• • • • LOADS TO THE STRUCTURE.WOOD BUCK DESIGN •••••• AND INSTALLATION IS THE RESPONSIBILITY OF • THE ENGINEER OR ARCHITECT OF RECORD.3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO 1"THICK I.G. REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. Q PRODUCT REVISED H ildrt g Cade ith dle Florida All�pi No _ 12 O INTEGRAL FIN o EXTERIOR o Daft RD 2D EXTERIOR I� TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN D �n` 77 0 3 __ U AND EDGE DISTANCE PER Mme-p aSUBSTRATE,SEE TABLE 3,SHEET 2. INTEGRAL (SCREW SHOWN) INSTALLATION OPTION 7 INSTALLATION OPTION 8 FININSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, 1/4'MAX FRAME SHIM INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL.SEE TABLE 2,SHEET 2. SHOWN � INSTALLATION EDGE OPTION 5DIsrANCE VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 ANCHOREDTHROUGH - INTEGRAL FIN INTO 2X o J-CHANNEL&INTEGRAL FIN FRAMES o, J ROSOWSKI WOOD FRAME OR VISIBLE LIGHT FORMULAS 6_ BUCKSTRIP.SEE NOTE 2, WIDTH:BUCK WIDTH•4-3116' THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-4-3116' CERT.OF AUTH.#29296 z N V 1070 TECHNOLOGY DRIVE VERTICAL SECTION D-D N.VENICE,FL 34275 _° — (941)-4$0-1600 v PW-5520 NTS 4 OF 11 g z MD-5520.0 z° A A.LYNN MILLER,P.E. <n v`� P.E.#58705 --�{ 7/8'NO 7/8"NO 718'NOM. -+{ 718"NOM. 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE PROI>UCT 86VISED 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16'T GLASS ascan:ly ng w d the FIWda ;3.+Id�g Code \�ceptantt No I �� a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR fxpigtion Ome 80-8380.83 80.83 80-83 • M Product Cuctr� I GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 V • •• Tj • 0000 • •• 0000• • • • • • •••••• •1'NOM.• 1'NOM. 1'NOM. 1"NOM. Q 0000• • • • • I I Y W �••••7/16"A/A PVB 0 0 0 0 7/16"A!A PVB 7116"A/A PVB 7/16"A/A SG 7/16"AIR SPAC ••• • 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE } "r a O 0 0000• 0000 • •• N 0 • 1/8"T GLASS 3/18"A GLASS 3/16"T GLASS 3/16"A GLASS p v ,n 0000• •i •• • • J m C7 • L)CTE�RQ�R ••• • a EXTERIOR a EXTERIOR a EXTERIOR X L Lo LL cD u soup 0000• " =W �0 we to ••••• 80-83 •' • 80.83 80.83 80-83 FW"W m O U) oma • 0000•• •• ' • GAS§!L-TE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 z a zz a u- 0 0 0.00• z 0 0.000• • • Ln3 O 1aa4$ ® 0 1"NOM. 1"N M. 1"NOM. -SII z J coI co a Q W a 7/16"A/A SG 7/16"H/H SG 7116"H/H SG 0 EXTERIOR O LL z 318"AIR SPACE 7/16"AIR SPACE 3/8"AIRSPACE a w } R 1/2"NOM.GLASS v 3/16"T GLASS 118"T GLASS 3/16"T GLASS Ba93 BITE TYP. j ED 0- <:1a EXTERIOR a EXTERIOR a EXTERIOR a;;!yusap sauaS 7 O 74 .. . 80.83 80.83 80-83 n •. GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 O o GLAZING NOTES: GLASS TYPES 14 THROUGH ° •= �F ' "A'=ANNEALED 17 MAY NOT BE USED WITH 'H"=HEAT STRENGTHENED J-CHANNEL OR INTEGRAL TYP.GLAZING DETAIL 'T"=TEMPERED •FIN FRAMES "PVB"=.090"PVB " 'SG'=.090"SENTRYGLAS A.LYNN MILLER,P.E. P.E.#58705 TABLE 4: is tatie Window Design Pressure,(+/-psQ use to fa Glass 1/8"A Cap-Airspace-5/16"A/A with PVB Type: Window Long Side(in) TABLE DIMENSIONS MAY BE Dimensions 51.05 54 56 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR 18 +/-50 +/-50 +/-50 +1-50 +/•So +/-50 +/-50 +1-50 +/-50 +/50 +/-50 +150 HORIZONTALLY AS SHOWN. 20 +1-50 +/-50 +/-50 +f-50 +/-50 +1-50 +l-50 +/-50 +/-50 +1-50 +1-50 +/-50 LONG PRODUCT 1100SED SIDE as romptying with dm Fk6h 22 +/50 +1-50 +1-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/SO +/-SO +1-50 LONG SIDE euP•dingCO& t�4 24 +/-50 +/-50 +/-50 +/-50 +/-50 +1-50 +/-50 +1-50 +1-50 +/-60 +/-50 +/-50 A—pt--a N• �{'1 Expimt Date t`lA�L4J 26 +/-50 +1-50 +/-50 +1-50 +ISO +/-50 +ISO +/-50 +/-50 +/50 +/-50 +/50 SHORT 28 +/-50 +/-50 +/-50 +150 +1-50 +150 +1-50 +1-50 +1-50 +/50 +/-50 +l-50 SIDE By Miami ade Prodicc 30 +/-50 +I50 +/-50 +/50 +/50 +/-50 +150 +1-50 +1-50 +/50 +/-50 SHORT SIDE 0 32 +1-50 +/-50 +150 +/-50 +150 +/-50 +/50 +1.50 +l-50 +/50 a y 34 +1-50 +1-50 +1-50 +/50 +/-50 +/-50 +/-50 +l-50 +/-50 36 +moi +/-50 +/50 +/50 +/-50 +/-50 +/-60 +/-50 LONG SIDE ' •• `� • 38 6*we +/-% •d/50 +/-W +1-50 +/S0 +I50 •1111411 4� 40 +150 0-50, +1R5p +1-50 +l-SO +/-50 SHORT 42 •41fSb• +l-50 +/50 +/-50 +/-50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING LONG •• • SIDE THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET � SIDE • 44 +/-50 +!- + +/50 i w a Q •• 46 +1.50 +/ •4fto APPLIES TO A,B,COR DANCHORS APPLIESEORFANCHORS J__ 1 nay (SEE TABLE 2) (SEE TABLE 3) a. m •• • 48 •4F11LA +/-50• •6 O 0 o 15" 4` CD N alW O N •• •• 51.05 66K•50 •• •• 0 ••••• -I LO SHORT O� a " U? `•6••6 6996•• 'I SIDE O J p>J p B 0 • • • 0690 Z LL U)LL (0 mv0 •966• =W UU X(j) o TAB&5: • 900000 w— O 2 40 � 'oN •• •• • ••6 9 6• g (+I-P fl Use this I.- H Z m Q .6sM0 Window Design Pressure, s w • for Glass O O J. Q 6• • • • •• 1/8"T Cap-Airspace-5/16"AIA with PVB Type: 8 z a z �' CO •• 6 4Nlndow Long Side pn) v O w LL O Dimenslons• "." 64 1 66 1 6B 70 74 77 80 84 87 92 97 99Z Q m 32 +/-60 +1-50 I +/-50 +/50 +/50 +1-50 +/-50 +/-50 +/-50 +150 +/-50 +1-80 +/50 3 34 +1_60 +/-50 +/-50 +/50 +150 +I-SO +/-50 +J-50 +/-50 +150 +/-50 +1.47.3 +/-46.7 ® 0 Ill ways CO 36 +150 +150 +/-50 +/-50 +/50 +/-50 +1-50 +150 +/50 +/-50 +147.5 +145.4 +/•44.6 Z U 36 +/-50 +/50 +1-50 +/50 +/-50 +/-50 +1-50 +1-50 +/50 +/49.1 +1.46.1 +/43.9 = 3 U) Z aloaS 40 +150 +/-50 +1.50 +150 +/50 +/-50 +/50 +150 +/-50 +148.2 +/46.1 W 2'a X d p 42 +1.50 +/-50 +/-50 +150 +/50 +1.50 +/-50 +/40 +149.8 +/-47.4 O LL Z N 0 44 +/50 +/-50 +1-50 +ISO +/50 +/-50 +/-50 +150 +/48.9 w Z a U w 46 +/50 +/-50 +1.50 +/SO +150 +/-50 +/50 +/-49.9 Wa t 48 +150 +/-50 +1.50 +1.50 +/S0 +1.50 +/-50 apt 'osap sauas w 50 +ISO +/-50 +1-50 +150 +150 +1-50 52 +150 +/-50 +/-50 +/50 +/50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 54 +150 +/-50 +/-50 +/50 NOTES: +1-50 +/-50 APPLIESTOA,B,CORDANCHORS APPLIES TO E OR F ANCHORS 1)BUCK DIMENSIONS SHOWN. (SEE T lE 2) (SEE TABLE 31 58 +150 +/-50 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _ 60.926 +150 IS' 3.Y'FOR E ANCHORS,4`FOR F ANCHORS _ NEXT AVAILABLE SHORT OR LONG DIMENSION. / 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL , WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E. P.E.M 58705 TABLE 6: Window Design Pressure,(+I-psQ Use this table 3/16"A Ca -Airspace-5/16"A/A with PVB +a Glass 9&10 3116"T Ca -Airspace-5116"A/A with PVB Types: TABLE DIMENSIONS MAYBE window Lang Side(in) ORIENTED VERTICALLY OR Dimensions 60.926 84 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN. 32 +150 +/-50 +1-50 +/-50 +/-50 +1-50 +150 +1-50 +1-50 +1•50 +/-50 +/•50 +/50 LONG PRODUCr REVISED 34 +/50 +/-60 +/-50 +/50 +/-50 +/-50 +/50 +l-50 +/-50 +/-50 +1-50 +1.50 +/50 LONG SIDE SIDE as c"mpl)im with eC Florida I►— � Building Code 36 +150 +/-50 +/50 +/SO +/-50 +1-50 +150 +l-50 +1-50 +l50 +/-50 +1.50 +/50 Awepcmue W I(o-O I Expihalihah Daa 38 +l50 +/-50 +/-50 +/50 +/-50 +/-50 +/50 +1-50 +/-50 +/50 +/-50 +J-50 40 +15 -50 0 +/-50 +1-50 +/•50 +1 +/•50 +/50 +/-50 +1-50 +1.50 +1_50 SHORT By SIDE I'll Mie hi a Product 42 +150 +/•50 +1-50 +/-50 +/•50 +/-50 +/50 +/-50 +/-50 +/-50 SHORT 44 +/50 +/50 +/-50 +/-50 +/-50 +/-50 +/5SIDE0 +/-50 +/-50 Q m 46 +150 +l50 +/-50 +/•50 +/-50 +1-50 +/-50 +1-50 p 48 +/50 +1-50 +/-50 +1.50 +1-50 +1.50 +/50 1 LONG SIDE co 50 +150 +/-50 +/50 +l-50 +/-50 +/-50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING > 52 +l50 +/-50 +1-50 +/-50 +/-50 I THROUGH THEFRAMEPERSHEETS 3 a 4 THROUGH THE INTEGRAL FIN PER SHEET 4 SHORT LONG 54 +/50 +/50 +/-5o +/•50 APPLIESTOA,B,CORDANCHORS APPLIES TO E OR F ANCHORS SIDE I SIDE 56 +1.50 +/-50 +/-50 (SEE TABLE 2) (SEE TABLE 3) i W Y a 56 +/50 +/-50 15' 3.5"FOR E ANCHORS,4"FOR F ANCHORS 1— as W 60.928 + • • • } a aloo 0 0 ••••• • • • _ SHORT _ O • • • • �1 SIDE f O J MN TABLE 7: •••••• Z LL �Ly � • • • • • Window Design Pressure,(+l-psf �"^�1h1e —vi xw •• • •••••• 1/6"T Cap-Airspace-7116"A/A with PVB for Type,Glass11 w m O co `nw ON •• indow 0000 •• •• Long Side(In) •• pjphenslons• b�936 68 70 74 77 80 84 87 92 97 99 O O 0, ro O Z d Z Q U •• • 32 +J-7,0 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 +1-70 +1.70 0 -j LL 34 • •+1-70• +!-Y1 +*70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 Z Q I, 36 +l-0 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 3 ~ .. . `8i g W 7NV5 38 •+/-70 +/-1p•••44}70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1.70 •• • 40 +1.70• +/-M•••9Ii70 +1-70 +/-70 +/•70 +/-70 +/-70 +/-70 +/-70 +1-70 = � Z •• 42 w+7-70 1 +/- +/•70 +/-70 1 +/-70 +/-70 +l-70 +/-70 +l-70 +1.70 W a,n�S W • 44 +/•70 +!-A • +f70 +/-70 +/-70 +/-70 +l-70 +1-70 +1-70 o X a p w 46 • •iL-i0• +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 U- Z to to 48 w +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Z W m 50 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 tl > o 52 +/•70 +/-70 +/-70 +/-70 +/-70 MAX.O.CSPAONG IFANCHORING MAX.O.C.SPACING IF ANCHORING a0 7 e:auag THROUGH THE FRAME PER SHEETS 384 THROUGH THE INTEGRAL FIN PER SHEET 54 +/-70 +/-70 +/-70 +1.70 S6 +1-70 APPUESTO&COR DANCHORS APPUFS TOFANCHORS 56 +1.70 +/-70 (SEE TABLE 2) (SEE TAKE 3) NOTES: ]5.5" 4" 1)BUCK DIMENSIONS SHOWN. 60.926 +1-70 ' 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL ,. WINDOW WILL COMPLETELY FIT WITHIN. A.LYNN MILLER,P.E. P.E.#58705 TABLE 8: Window Design Pressure,(+l-psoLlsemistteae to Gess 12 3116"A Cap-Airspace-7116"AIA with PVB Types: Window Lang Side(in) Dimensions 69.649 71 73 75 78 80 85 a6 89 92 96 99 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR 32 +/-70 +/-70 +1-70 +/•70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +1-70 HORIZONTALLY AS SHOWN. 34 +l-70 +/-70 +1-70 +1-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 LONG aRODUCT REVISED 36 +/-70 +/-70 +/--70 +/-70 +/-70 +1-70 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 SIDE rs-Plying with dee Pkrbb �- LONG SIDE Building Code 38 +/-70 +1-70 +1-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1•70 +/-70 +/-70 AcccPM.Noi(P-D& -i2. 40 +l-70 +/-70 +1-70 +1-70 +1.70 +/-70 +1-70 +/-70 +1•70 +/•70 +/-70 +/-70 I 42 +1-70 +1-70 +1-70 +1-70 +!•70 +1-70 +/-70 +/-70 +1-70 +/-70 +1-69.5 +1-66.7 SHORT DY SIDE k!iami adc 44 +f-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/•69.9 +1-66.4 +/-63.7 46 +/-70 +1-70 +/-70 +/-70 +/-7D +/-70 +1-70 +/-70 +/-69.9 +1.67.4 +/-63.9 +/-61.7 �I SIOE e c 48 +/-70 +/-70 +/-70 +1-70 +1.70 +/-70 +/-70 +/-70 +/-67.8 +165.3 +1-61.9 +1-59.7 ' z M So +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-69.5 +1-68.5 +1-65.9 +/-63.4 +/-59.9 v N LONG SIDE ' � 52 +/-70 +/-70 +/-70 +1.70 +/•70 +/-70 +/-67.8 +1.66.9 +/-64.2 +/-61.6 -E- = 54 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-66.2 +/-65.3 +/-62.5 T N 56 +1-70 +1-70 +/-70 +/-70 +/-70 +/-69.2 +/-64.7 +1-63.8 SHORT LONG 57 +/-70 +/-70 +/-70 +/-70 +1-69.8 +l-68.1 +1-64 SIDE SIDE Y C 60 +1-70 +1-70 +1-70 +/-69.7 +/-67 +/-65.3 j 62 +/-70 +/-70 +/-69.9 +/-67.9 +1-65.2 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACINGIFANCHORING 3 64 •+/-70• +/-70 +/-68.3 +/-66.3 THROUGH THE FRAME PERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 } a a�o O O 66 .9 +/-6 9 t!/ S. APPLIES TO B,COR DANCHORS APPLIES TO ANCHORS C0 eN •• • (SEE TABLE 2) (SEE TABLE 3) SHORT a N O_M � to +l-67.49 • SIDE O J p •• • 69.649 •+/-6 .tg • • M _ ••TABLE 9: • •••••• W U X N 0• •• 0000 •• •• Window Design Pressure,(+l-psf Use this tWe -w Do Y� N .-.od JMO for Gess 13 I.> p O v V •• •• -0696 ••••*3616"T Cap-Airspace-7/16"A/A with PVB Type: z a z w •• •JIVindow •• •• • 00 Long Side(In) QW W J Dimensions• e9.640 71• 93 75 78 80 85 86 89 92 96 99 z ED O H to •• • 32 +/-70 +/-70 +/-7D +1.70 +/-70 +/-70 +/-7D +/-7D +/-7D +/-70 +1-70 +1-7D m m O W 4-S 34 +/-70 +l- ••+1-70 +/ao +1a0 +/a0 +/a0 +Lao +l-70 +Lao +/-70 +/-70 ® Z O • • 36 +Lao• +/-1n• .a.7o +Lao +1-70 +Lao +rao +Lao +170 +Lao +Lao +rao = 3 z • 38 • +f-700 +/-Tp ••+l-70 +/-70 +I-70 +170 +170 +/-70 +l-70 +/-70 +1-70 +1-70 < OW W aloo3 • • 40 +1-70 +/.F, +-70 +r-7o +170 +Lao +/-70 +Lao +/ao +/ao +1.70 +Lao x a O 04 42 ••• }p• +/-70 +1-70 +1-70 it-70 +/•70 +!•70 +/-70 +/-70 +/•70 +/-70 +/-70 44 +/-70 +l-70 +1.70 +/-70 +/-70 +/-70 +1.70 +/-70 +1-70 +/-70 +/-70 +/-70 O Z w �? 46 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-68.6 > p (L 48 +/-70 +1-70 +1-70 +1-70 +1.70 +/-70 +/-70 +/-70 +l-70 +1-70 +1-68.8 +/-66.3 "II'Ia sa"as 0 5o +/-70 +/-70 +/-70 +/-70 +1.70 +l-70 +1-70 +1-70 +/-70 +/-70 +/-66.6 co 15 52 +/•70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/•68.5 54 +1-70 +1.70 +1-70 +/-70 +l-70 +l-70 +/-70 +/-70 +/-69.5 NOTES: co 1)BUCK DIMENSIONS SHOWN. - - 56 +1-70 +170 +/-70 +/-70 1 +/-70 +Lao +1-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 57 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 NEXT AVAILABLE SHORT OR LONG DIMENSION. _ 1 - 60 +/-70 +/-70 +1-70 +/•70 +1.70 +/-70 _ 62 +/-70 +/-70 +/-70 +/-70 +/•70 MAX.O,C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 62 +/•70 +/-70 +1-70 +l-70 THROUGH THE FRAME PER SHEETS 3&4 THROLIGHTHE INTEGRALFIN PERSHEET4 FIND THE SMALLEST SOUAREWINDOWSIZE IN APPLIES TO 8,C OR D ANCHORS APPLIES TO F ANCHORS WINDOTHE W L WILL COMPLEABOVE TELY THE ARCHITECTURAL 66 +1-70 +1-70 +1-70 WINDOW WILL COMPLETELY FR WITHIN. (SEE TABLE 2) (SEE TABLE 3) 68 70+l- +1.70 15.5' 3.9" 69.649 1 +1-70 A.LYNN MILLER,P.E. P,E.!l58708 TABLE 10: Window Design Pressure,(+I-psf Use for Glass this ss 14 3/16"A Cap-Airspace-7116"A/A with SG Type: Window Long Side(in) Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 32 +80/-110 +801.110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80/•110 +80/-110 +801-110 +801-110 HORIZONTALLY AS SHOWN. 34 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +801•110 +80/-110 +801-110 +801-110 +801-109.4 +80/-108.3 +80%107.6 LONG PRODUCT REVISED 36 +801-110 +801-110 +801-110 +801-110 +801-109.5 +801-108.6 +801-106.8 +80%106.5 +80%705.5 +80/•104.7 +801-103.6 +80/-102.9 SIDE a;complying with tFloridae 38 +80/-109.7 +80%108.9 +801•107.8 +801-106.8 +80/-105.5 +80/-104.6 +80/-102.7 +80/-102.4 +80/-101.4 +80/-100.5 +801-99.4 +80/-98.7 �- LONG SIDE I I;;,ilding Code 1 Y�p1eNa �. 40 +801•106.3 +801-105.5 +801-104.4 +601-103.3 +801-707.9 +801-101 +801-99.7 +801-98.7 +801-97.7 +801-96.8 +80/-95.7 +801-95 T- e.P%mti"n Date 42 +801-103.3 +801-102.5 +801-101.3 +80/-100.2 +801.911.8 +80/-97.9 +80/-95.8 +80/-95.5 +801-94.5 +80/-93.5 +80/•92.4 +80/-90.7 SHORT Hy t SIDE pliami ptodacL 44 +80/-700.7 +801-99,8 +80/.98.6 +801-97.5 +80/-96 +801-95 +801-92.9 +80/-926 +801-91.5 1 +801-90.4 +80/-87.1 +80I-84.7 I SHORT 46 +801-98.4 +80/-97.5 +BO/-96.2 +80/-95 +80/-93.4 +80/-92.5 +80/-90.3 +80/$9.9 +80/-88.1 +80/-85.5 +801-83.1 +801$1.6 ~I SIDE 48 +80/-96.3 +80/-95.4 +801-94.1 +80/-929 +801.91.2 +801-90.2 +80/$8 +80/$7.6 +80/-84.6 +801-82.6 +80/-80.2 +/-78.6 p v 50 +801-94.6 +801-93.6 +801.92.2 +801-90.9 +80/-89.2 +801$8.2 +80/$5.4 +801-84.5 +801-82.4 +80/-80.2 +/-77.6 � n V) ' 52 +801-93 +801-92 +801-9019 - .5 +801-69,2 +801-87.4 +801$6.4 +80/$3.3 +80/$ LONG SIDE 25 +BO/-80.2 +/.78 �- -� y 54 +801-91.7 +80/•90.6 +80/$9.1 +80/$7.7 +801-85.8 +80/$4.7 +801$1.3 +80/$0.4 +/-78.1 T- ; 56 +801-90.5 +80/$9.4 +80/$7.8 +801$6.4 +801.84.4 +801$3.2 +1-79.3 +/-78L-i-1- /-78.5 SHORT LONG 57 +801.90 +801.88,8 +801$7.2 +80!$5.8 +80!$3.4 +80/-82 +/-78.4 SIDE SIDE Q 60 +801$7.2 +801.86 +BD!-84 +801$25 +801$0.1 +/-78.6 > 0) .,,ab MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 62 +801.84.6 +80/$3.8 +80!$2.1 +80/$0.4 +/•78 0_ THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 ❑ «� y p 64 + Z. +80/$2 +801$0.1 +/-78.4 to • 66 •88438•,1 +80/$1431 •HN8.3 APPLIES TO B,CORDANCHORS N N a7°0 h •• • (SEE TABLE 2) NOTAPPLICABLE _ I SHORT • 68 +/-79.3• +1-78,4• • GLASS TYPES 14 THROUGH -�I SIDE O Cl) a N 13.2' 17 MAY NOT BE USED WITH J J .fg ❑ • 69.649 •+�- /• J-CHANNEL OR INLL TEGRAL Z N lE (0 -a � = • TABLE 11: • • • FIN FRAMES. WU U XO S2 p 0 Window Design Pressure,(+I-psf) UselT(= F Z m O -q- U) a • • • • 3116"T Cap-Airspace-7116"A/A with SG Type 15 0 . 4 O v ❑ ••• Indow Long Side(n) Z a z Q W LL •••S Tensions •779A 79 • ••81 83 86 87 91 94 96 99 104 107 111 Z m O • 36 +80/-100 +801-11(b #40/-110 +80'-110 +80/-110 +601-110 +80/-110 +80/-110 +801-110 +801-110 +801.110 +801.110 +80010ALLOWABLE MAX.O.C.SPACING IF F pealed 40 + -110 +801- -110 +80/-110 +8D/-110 +801.109.9 +801-108.5 +801-107.5 +801-10&9 +801.106.1 +80/-104.8 +801-104.1 +BD/-iD3.3 ANCHOR GROUPS ANCHORING THROUGH ® N O W hays PERSHEET2 THE FRA ME PER SHEET 3 Z 42 +801-110 +8p-109.8 +801-108.8 +801.107.9 +80/-106.7 +80/•106.3 +801-104.8 +801-103.6 +801-1032 +801-100.8 +801-97.7 +801.96.4 +80/94.8 ••• B,CORD 13.2"Bi! �? y Z • 44 • •14�� 0/-1 +BC1-106.7 +805.7 +80/-104.7 +80/-100.4 +801-103 +80/•101.4 +801-98.6 +801$8,7 +80/-94.1 +801-91.4 +801.90.3 +80/89.2 j ❑ W • 48 +801.10 +80'-1 .3 -00.3 +80/-99.2 +80!97.3 +801-96.2 +80'•925 +80/•90.4 +BOM439.2 +801$7.3 +80%84.4 +801.827 +801430.5 < W x "jOJs • x a c ••• • 5o +801.99.11 +801-89.410 +801-98 +8DI-96.9 +80/$3.9 +801-93.1 +801.89.9 +801.87.7 +801-86.2 +801$4,3 +801-81.1 +/-79.3 +l-77 LL Z N Ln 61 •80/�-98-98.8 +80/-96 +8D(-96.9 +801-95.8 +80/432.6 +801-92 +8(1.88.7 +80/$6.4 +801$5 +801-828 +/-79.6 +/-77.7 +/-75.3 Z 64 +80/•96.1 +80195.3 +801-94 +8DI-92.1 +801.89.4 +801-88.5 +801-65.1 +801-827 +80/$1.1 +/-76.9 +/-75.3 +/-732 +/-70.6 z a ��- 66 +801.94 +80193.2 +801-91.6 +8D/-90.1 +801$7.2 +80/-8B.3 +80'-828 +80/-80.2 +/-78.8 +/-76.3 +1-725 +/-70.5 anu --a s"-S v 68 +801-91.4 +80190.6 +801.89 +801.87.5 +80/$5.1 +601.84.2 +80f-80.6 +178 +/-76.3 +/-73.8 +/-70.2 c81 +80487.8 +10.87 +801-85.3 +801.83.6 +80/$1.2 +501-80.5 +1-77.3 +1-74.6 +1.728 +/-70.4 y 63 +801-85.5 +801.84,6 +80/$28 +80/-81.1 +1-78.8 +/-78 +1-74.8 +/-723 +1-70.6 NOTES: 64 +80/-84.4 +80/$15 +8D/-81.7 +/-80 +/•77.5 +/-76.6 +/-73.5 +/-71.2 1)BUCK DIMENSIONS SHOWN. 66 +801-822 +801-81.2 +/-79.4 +1-77.6 +1-75 +/-74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 68 +/430 +/-79.1 +/•77.2 +/-75.4 +/-727 +/-71.9 NEXT AVAILABLE SHORT OR LONG DIMENSION. 70 +/-78 +/-77.1 +/-75 +/-73.2 +/-70.5 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 72 +/-76 +/-75 +1-73 +/-71.1 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN APPLIESTO B,CORD ANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL 74 +1.74.1 +1-73 +1-71 (SEE TABLE 2) NOT APPLICABLE WINDOW WILL COMPLETELY FIT WITHIN. 76 +1.722 +/-71.1 13.2" 77.76 +1.70.5 A.LYNN MILLER,P.E. P.E.#58705 TABLE 12: Window Design Pressure,(+/-pSf) Use fn's table TABLE DIMENSIONS MAYBE fa pass 16 ORIENTED VERTICALLY OR 1/8'T Cap-Airspace-7/16"WH with SG Type: HORIZONTALLY AS SHOWN. Window Long Side On) LONG Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 SIDE LONG SIDE 32 +801.110 +801-110 +80/-110 +801-110 +801.110 +80/-110 +801.110 +801-110 +80/-110 +80/-110 +801-110 +8D/-110 +80/-110 VISED 34 +801.110 +80/-110 +80/•110 +80/-110 +801.110 +80/-110 +801.110 +801-110 +801-110 +80/-110 +601-110 +801-110 +80/-710 rice plyi%UCT withdc SHORT as complyu,g with dc Rkrida 36 +801.110 +801-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +801-170 +801-110 +Ba-110 +80/-170 +801-110 SIDE Ouiiding Code 38 +801.110 +80/-110 +80/-110 +80/•110 +80/410 +80/-110 +801-110 +801.110 +801.110 +801-110 +80%110 +801-110SHORT Auceptancc Not -O(o`!fi•t2. 40 +801-110 +801.110 +801-110 +80/-110 +80/410 +80/-110 +80/-110 +801-110 +801-110 +801-110 +Ba-110 SIDE By � 42 +801-170 +80/-110 +801-110 +80/-110 +801410 +80/•110 +801-110 +801-110 1 +801-110 +80/-110 (Y;ipmi a F'roduci Cotttrtrl 44 +801-110 +80/•110 +801-110 +801-110 +801-110 +801-110 +80/•110 +801.110 +801-110 LONG SIDE N 46 +801-110 +80r-110 +80f-110 +80/-110Ba-tto o +e0/-110 +e0/-170 +e01-110 + a t 48 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801.110 `n 50 +80%110 +801-110 +801.110 +80/-110 +801-110 +80/•110 SHORT LONG ' 52 +801-110 +80/-110 +80%110 +80/-110 +80/-110 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE SIDE THROUGHTHE FRAME PERSHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 ' 54 +801-110 +801-110 +801-110 +80/-110 a 56 480f-110 +80/-110 +801-110 APPUESTO B,C OR DANCHORS (SEE TABLE 2) NOTAPPUCABLE Y Q 58 +8011-110 +80/-110 w v 11.8' GLASS TYPES 14 THROUGH > 60.926 +801-110 '17 MAY NOT BE USED WITH SHORT I_ Q' O • J-CHANNEL OR INTEGRAL SIDE f 0 O U) o • .90. •FIN FRAMES. ^ `Q 71-.a O O 04 • TABLE•l 3: 0000 • •• O 04 N W)) • 0 0• • ••• • Window Design Pressure,(+!-psf I1selncuNe °' .A O XG 0 •e•••• 3116"T Ca -Airspace-7/16"HIH with SG Type: Z J 2 •• ••• • • • p- p fatless 17 M LL -LL m �G 2 • Window • • • Long Side On) U(W) X N o • Dimensions 7 .76 79 1 83 86 87 91 94 96 99 104 107 111 118 120 125 136 144 FW-w O 2 a0 y oN M O ad 5ma 0• we 36 VAA1110 +80%110••+eA/-R10 +801-110 +807.110 +9ot-110 +801-110 +80/-110 +80%110 +801-110 +801-110 +801-110 +801-110 +801-110 +90/-110 +801-110 +801-110 +801-110 > p LU • • • 40 •Bilet'i0 +901-1'ip••%96(410 +80/-110 +80/-110 +801-110 +80/410 +801-110 +80%110 +801-110 +801-110 +801-110 +901.110 +80/•110 +80/410 +801.110 +801-110 +801-110 Z a z a.' to LL Q LL '• ; 42 sot- +801.110 -110 +801-110 +80/.110 +601-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +fia-110 +501-110 +801-110 +90/110 +80/-110 +$0/-110 Z m O • 44 +88/-110• +80/-110 +801-010 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 h •• • • 48 +801.110 +801-110 +8 1-110 +807110 +80/-110 +801-110 +801-110 +80/-110 +80%110 +801-110 +Ba-110 +80/-110 +80/-110 +80/-110 +801.110 +80/-110 ® 9 0 W 1aay5 • 50 +BD/-110 +80/-110••4185/410 +801-110 +801-110 +80/•110 +801.110 +80/•110 +801-110 +801.110 +801.110 +801-110 +801-110 +80/-110 +801-110 °i Z •• • • 51 +80/•110• +80/-1 i0•WWW410 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +80/•110 +80/-110 3 10 Z • 54 - 0 +80/•1 -110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801.110 +80/•110 +801.110 +801.110 +801.110 D W LU away • 66 +801-110 +801-110 •+8014710 +801-110 +80/-110 +801-110 +801-110 +80/410 +801-110 +801410 +801-110 +80%110 X 0- 58 a•60/61404 +80/410 +80/-10 +801.110 +807110 +801-110 +801-110 +801410 +80/-110 +801-110 +6&•110 1+- z In V5 - In 61 80/-110• +801-110 +801-110 +801-110 +801-110 +BOI-110 +80/-110 +80/-110 +801-110 +BO/-110 O z w .8 63 +80/•110 +801-110 +80/410 +80/-110 +801.110 +801.110 +801.110 +801-110 +80%110 j C) CL 64 +80/•110 +801-110 +801410 +80/-110 +801-110 +801-110 +801-110 +80/-110 alaiasa0 sauaS 66 +80/-110 +80/-110 +801.110 +80/-110 +80/-110 +801-110 +80/•110 68 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 - 70 +801.110 +801-110 +80/-110 +801.110 +801-110 72 +801-110 +801-110 +80/-110 +80/-110 74 +80/•110 +801-110 +801-110 - - 76 +90/.110 +80/-110 77.76 +801-110 NOTES: 1)BUCK DIMENSIONS SHOWN. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN. A LYNN MILLER,P.E. P.E.#58705 I 3.500" 3.500' 3.500' 3.500" 1 �{ 1.376' .062- 355" 067 —�'•�— .062" .082' ��— .062" Ef b b b .355" 5 .060" OANCHOR COVER 1.483" 1 483" 1.483' 1.483" 864" 1:1 301' .625" .625' 1.375" O J-CHANNEL FRAME O FLANGE FRAME 1.375" O INTEGRAL FIN FRAME 4O EQUAL LEG/BOX FRAME ALUMINUM I r SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- tINT. NT FILL AREA �•{ 804' STRUCTURAL BUTYLENE5116"NOM. .175' SILICONE 5/1 NOM. SEAL STRUCTURAL 114'NOM. FOAM 3/16"NOM. LICONE SEAL POLYISOBUMEN WITH BUTYL ROLL-FORMED WITH DESICCANT DESICCANT DESICCANT STAINLESS STEEL FOAM O7 1"BEAD EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS • • INT.GLASS INT.GLASS INT.GLASS LASS • •• • • •• •• • •• MITERED .• .. CORNERS WITH KODISPACE SUPER DURASEA0 XL EDGE T11 �� •• • •••��ORAND 4SG TPS s1 SPACER®NXTTN B2 SPACER 83 SPACER •• •••••• TABLE 14; •• 0000 # Part# Description Material • 1 620117 J-channel Frame PVC • • • 2 620118 Flange Frame PVC ••••• •• 3 620119 Integral Fin Frame PVC • •• PRODUCT REVISED • • • 4 620120 Equal Leg/Box Frame PVC at ccmµy ngwih the Fiaida • 5 5 620133 Anchor Coeer PVC Building Code ••••• w Am.pinnce nx,1r,0&1q.�L � 112�/{ FRAME•••• 6 720136 7/8"Glazing Bead PVC i ASSEMBLY LlETAI�S 77 720135 1Glazing BeadOy74 Backbedding,GE 7700 or Dow 791 Silicone n"_Dod 78 1 71646N ISetting Block 7/8"x 1"x 1/8"),85+/-5 dura. EPDM 1 EXTERIOR �pNY.,Y/V v4�,/ f� Pti�.• %AEN8F •..Z(� NOTES: *: NO.58705 1)SOME PARTS NOT SHOWN FOR .-- VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 _ �aCr *_ Part# Description Material CLARITY. 2)J-CHANNEL FRAME SHOWN,PART BOM&ASSEMBLY om J ROSOWSKI --0'. ST 80 Kommerling 4SG TPS Spacer System #1.OTHER FRAME TYPES APPLY. o` o T .. F O (V` 81 Quanex Super$ acer nXl-with Hot Melt Butyl See this 3)ITEMS#8 73,75 77&79 ARE NOT ® a �1 61 •.�O.D. • G\�� Spacer y Sheet for USED AND ARE NOT PART OF THIS CERT.OF AUTH.#29296 KL2JR-05/05/16-ADDED SPACERS ""S"ZONAL 82 Quanex Duraseal Spacer APPROVAL. r �111I 11111 Materials 4)ROYAL PVC TO BE LABELED FOR 1070 TECHNOLOGY DRIVE 83 Cardinal XL Edge Spacer AAMA EXTRUDER CODE. N.VENICE,FL 34275 REFERENCE TEST REPORTS:FTL-8717,8968&8970 (941)-480-1600 PW-5520 ,� NTS N 11 OF 11 E z MD-5520.0 z° A A.LYNN MILLER,P.E. o P.E.#58705 i MMADADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miRmidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone.- DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#14-1105.01 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document menti*cMd.%bAve?• •.. The submitted documentation was reviewed ly']LI10nQelXCrerz,P.E. • '•• ••• NOA No.16-0218.03 MIAMI•DADE COUNTY : • ; ; •• • : Expiration Date: May 26,2021 • �J�rj' •• :.. ;• Approval Date:April 14 2016 Pagel PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NDA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5' Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manue a ez,P.E. . Product Cont of •aminer ' ••• .•. "• ••• NOA N . 6-0218.03 ••' • �. Expiration Date: May 26,2021 "• •• ;• ;• Approval Date:April 14 2016 E-1 • ... . :••.: • ' PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. 00 Manuel ,P.E. Product Contr 1 E miner '�' ••� ••• .'Y '•• ••• NOANo. -0218.03 . . Expiration Date: May 26,2021 • Y v Y ;• • Approval Date: April 14 2016 E-2 YYY • •YY �' •� • Y1'YY � YYY • � SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL ® ' 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE TT, MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES...........................1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS...............................1 - o ELEVATIONS...................................1 ti F: FIGURE 1: MULL TO 2X WOOD.._._.................2 uhf MULTIPLE OPENING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL TO 1X&MASONRY......_......2 0= O MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS"FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES...................2 d / SEE DETAILS RECTANGUAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY............._.......3 A-D G,H; SHAPE MULL TO STEEL STUD........._........3 N SHEETS 2-3 m _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL...................._..........3 R DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS......_._........._.......3 Z —rcLu IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CLIPS............._......4 BAY MULL INSTALLATION.._..........d 1 X 2 X.125 MULL SPECS...............5 J 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE t X 2 X.375 MULL SPECS..............e W INSTRUCTIONS. 1 X 2.75 X.375 MULL SPECS..........? SEE DETAILS II II 1X2.75 X.65 MULL SPECS............8 Z -) / I / III / 5)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1X3.125 x.wo MULL sPECS........a ao O . M ~ A THRU G; •I/ • _ III _ __ SEE DETAILS X4 X.125 MULL SPECS._...........to LS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I- (q SHEETS TJ •_I-- I q THRU G; 1 X 4 X.375 TUBE MULL SPECS....11 F Q J ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 1 X 4 X.376 T MULL SPECS........71 � -1 • 1 •y • SHEETS 2 ••• .3 1.25 X 3.168 X.265 MULL SPECS.-12• \ I •I I L • I cG UJ 7 I IIT • / DPEMNG PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. Z LU •MULL, • go*: - HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.25 x 3.25 X.624 MULL SPECS 14 Ta z •••"LENGTH • HORIZONTAL 0 Z Gj 2 X 4 X.25 MULL SPECS_..............16 • • • ••• SEE DETAIL E, MI1LL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST J V) 2 X 8 X.25 MULL SPECS_..........._.17 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT Q to SHEET 3 128 X 2.11 X.1125 MULL SPECS....16 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT I" W •••• •••�/ ••� 30•X 3.25 BAY MULL SPECS...._._19 Z • • • `% REACTIONS, d5'X 3.25 BAY MULL SPECS.........20 Q O Z � •••• ••• • •• MULLION&CLIP DIMENSIONS......21.23 I-- Z1 Q O *00: : •••• • ••• FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S EXAMPLES EXAMPLES......................25 fn -j A � PRODUCTS MAY BE OF ANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINGLLJ • • •• MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH � Z •••• • • /_•Ito• • BIMPUGTACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. U¢ Vr Q O 0 Z'y 0000 - 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ m0 •t7H`00;CL4 • • • y,SEE DETAILS ,G.H:•••• � TAI •A'-D•G•H� 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING � ��§-� i11IEETS 2-3 W IDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. •••••ft-NGTH • • HORIZONTAL MULL LENGTH INSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. r�HORIZ.MULL LENGTH) 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. MULL 1--OPENING WIOTM--I VITICALMULL —'I LENGTH r I 1 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR'TRIANGULAR/TRAPEZOIDAL.OPENING4 FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT')FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING "ADDUCTREVISED HEIGHT ) as cemptyi with the Fltwida THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE Buildig CodeOPENING MULL i� ' HORIIZ• T. MULLION CAPACITY(LBS/FT)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBS/Ff')FOR THE OPENING OBTAINED IN Ac«Flak°WHEIGHT lENG7H / — MULLLL $jEP 1). E pireli DaleL TH 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE ByREPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BYTHE ANCHORS AND MUSTBE METTO ATTAIN THE FULL MULLION CAPACITY. °Tmduclg FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE �� LYNN ,�SINGLE MULLION SINGLE MULLION FORVE ) OPENING wIDTN ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ;` t\0..• ••-.Zee FOR VERTICAL MULL CAPACITY IS MET. P�••. `1GCNSE •.•P MULTIPLE MULLIONS f- •''� '1 SEE CORRESPONDING DETAILS 7)IF THE MULLION CAPACITY(LBSlFT°)OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE - No.58705 ' FROM FIGURE 1 ABOVE. OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS = VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATING(LBS/FT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION C TE F /U 02014 FLORIDA BUILDING CODE(FBC),5TH EDITION CAPACITY(LBS/FT°)OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION '0��'•.,FCORIOP•'' N •ANSI/AFBPA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT ASSEMBLY. S` "'••'"'• �J •ALUMINUM DESIGN MANUAL,ADM-2010 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. •AISI-S1O0.071S2-2010 A. FL P.E. 58705 DETAIL A: DETAIL B: MULLION o ° MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIP TYP.ANc"D" ' OR WOOD FRAMING ATTACHMENT SFr PER EETABLES WOOD BUCK AND MASONRY AND SEE SUBSTRATE 1B 16B d (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) gEE NOTES, N MULLION 1 I SHEET 1. S m N d I I SEE SHEETS -° IbI 1 MIN 2.7 KSI ••• .•,.•'- EDGE O y L~l.l 21-23 FOR HOLE a I 1 CONCRETE OR CMU' I DISTANCE, W EITHER THE I I LOCATIONS ° 1 ..1 F---I-SEE SEE TABLES 2 gTANOARD OR ° I EDGE m ' I e EDGE DISTANCE 1B-16B W Q C W OFFSET MULL ° I DISTANCE m FOR MASS CLIP MAV BgEy TIIS�fE700b. - a < I I I FOR was D °°a i I SIDE VIEW 7 Z 0 J • e 250'MAX FOR d° Q • •••• ° • •• ALL MULLIONS • • •? EITHER THE 0#00: srANDARC oR •••••• ° e ° OFFSET MULL z /-//� CLIP MAYBE ••••• • • • - v ° ° INSTALLED BV H Z • S °� aLu EXTERIOR ° THIS METHOD. J V) f • •• • °d EDGE Q z � • a e DISTANCE 4 ••••• •••• •• •• ° a FOR - Z ZO Q N o • • • • ° MASONRY a m Q Z —c C ••••• •••• •••••:xl ANCHORS F T••••• •• •• •••• 4 FIN-FRAMED• ERIOR ' -,I S.BUT MAY � F Y Y • • • •••• ALSO DE USED FOR (n ••••• •••••• OTHER FRAME TYPES. U Z Q O O • • • ••••• •••••• Z U U f • • • •• TYP.ANCHOR ■ h i� • • • TYP.ANCMOR PER SUBSTRATE. 6 m d d ••••• • • TYP ANCHOR PER SUBSTRATE, SEE TABLES 1B-16B •••••• PER SUBSTRATE, SEE TABLES 1B-165 • • SEETABLESI13-16B EDGE/END BUOKSTRIP DISTANCE AND SEE TABLES ATTACHMENT BUCKSTRIP 16-165 - By OTHERS, EMBEDMENT AND EMBEDMT ENT' - SEE NOTE I, ATTACHMENT SHEET 1. . - By OTHERg. •. . . .. SEE NOTE 1, - SHEET I. - MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW PRODUCT REVISED SIDE VIEW 0 cemdYi^g with me M� Building Code FRONT VIEW AceeptanteNo ex imtloR Due /yp2l INSTALLATION NOTES: B Mini Tf66UCl 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. LYNN I 1 I 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION \\ C�� ... .. Ny ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ��\\.-'"ONSP�•'.F'P 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. z: No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. -_ ' '�� 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 1T. y p I� s1;EOF 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. A.LfNN/M.ILLER,�.E. FL P.E.#58705 DETAIL E: MULLION TO MULLION • �( � DETAIL C: — 126 MN. INTERSECTION NOTES: FF MULLION DIRECTLY ATTACHED TOF 5 MULLION (U-CLIP) 1)MAY BE INSTALLED IN"TEE'OR o MASONRY STRUCTURE INTERSECTIONS. o w (STANDARD CLIP SHOWN) cZ o VARIES 2)MAY BE INSTALLED HORIZONTALLY � (SHOWN)OR VERTICALLY. a I TYP.ANCHOR c EITHER THE I I PER SUBSTRATE. L 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 3 y m STANDARD OR 1 SEE TABLES 1BA3B FOR CORRESPONDING MULLION. W OFFSET MULL I TOP VIEW MULLION O I�I-� CLIP MAY BE I I YYY EDGE DISTANCE W INSTALLED BY II 1 ° FOR MASONRY VARIES j W THIS METHOD. 1 ANCHORS N125TEEL SCREWS, N I I SELF-DRILLING OR PRE-DRILL ` MULLION AND USE SMS LuO O In m O ° � •• or MULLION F Z O J • EXT • 1° •• a ••••• •n ' THE OFFSET CLIP IS • •EDGE DISTAf�E ° RECOMMENDED FOR ?? ••• •• FOR MASQQNRY - 4 FIN-FRAMED L INTERSECTION l>ll ••••• • • ANCTIOR$ A WINDOWS•BUTMAY U-CLIP h Z • • • • ALSOBEUSEO FOR J (n • •••••• 8 OTHER FRAME TYPES. EXTERIOR Q Z �T _ � r 1•••• •• • TYP.ANC" •• .� ° d ¢ 0 Z O • • PER SLSSTRAft. O ••••• •••• SEE TA J!AI3*1t8• 4 SEE SHEETS 21.23 FOR U) p0 � TYP.ANCHOR GG •• •• •• • • -- - PER SUBSTRATE, HOLE LOCA710NS (LLJ J • • BUCKSTTRIP SEE TABLES 1B 13B FRONT VIEW OISTEDGE ANCEAND Q `1 Y • • • • ATTACHMENT -1 SEETABLES H F- U) 0) ••••• BY OTHERS, 10-138 O 'Z Q > - •: •f•• SEE NOTE 1, . EMBEDMENT • n • SHEET 1. • a Z m O O •••••L • •}•� EDGE • • •••• _DISTANCE u • • • • •• SEE TABLES SIDE VIEW ' t MIN 2.7 KSI CONCRETE dR CARL • MM 2.7 KSI CONCRETE OR CMU 1B-138 ••••• see**: FRONT GIEW • SIDE VIEW DETAIL D: MULLION ATTACHED TO • • STEELSTUD (STANDARD CLIP SHOWN) STRUCTIME INSTALLATION NOTES: TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE, \ SEE TABLES 1B-13B 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION �` SEE SHEETS ® PRODUCT RC•VISED ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ro complying with the Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE KIONS Building Code FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOCATIONS Acceplm,ce Nom-'dZ►$•03 .�� EKpi7eri Date 8021 MuuION 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHFAD OR FLATHEAD. B ® Ivli 'Delo 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 5)FOR MASONRY APPLICATIONS IN MIAMI COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED DISTANCE \�� (LYNN ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS TwNNER THAN SEE TABLES QJ '• F FRONT VIEW 16OAANDCOMPLIANT WRHTHE FLBUILdNG 18130 ��.•'�CCNSC '•. CODE,A 2X WOOD BACKER MUST USED. (�:' •-�� ' ATTACHMENT BY OTHERS. _ y„ No. EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW - NOTES: 4• .' w_ , o . c 816 : tu; 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD COI' �>=~ ANCHOR VALUES MAY BE USED. 4..., ......FLORNP;.•'l�(j\`� 2)SEE CORRESPONDING MULLION TABLES, /1"(CTNA�- SHEETS 5-20,FOR QUANTITY OF SCREWS. A.LYNNN,1 !FLEA,P.E. FL P.E.#58705 DETAIL F: DETAIL G: DETAIL H: • � FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION < (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) $ �d SEE DETAILS A.E. 30'OR 43' u� U SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. 04 MULLION I ^S m 7§� O O Z to O O0 0 W O O OAO OO TOP VIEW '2E ai LU U o O sl+owNIDE VIEW 125 I TOP VIEW IWITH I"X 4'X MULLION I I 1 I TYP.ANCHOR F I 1 PER SUBSTRATE. U m g I I S EXTERIOR EE TABLES 15B OR 10B Z C:2> TVP.ANCHOR i m I STANDARD MULLION CLIP 1 PER SUBSTRATE, EXTERIOR Q Z& V� • •• \ MODIFIED TO FR FIELD 1 SEE TABLES 18-140 I 1 1 I CONDITIONS. 1 I I I— • • \ • I I I I 2'x6'ANGLE CLIP, Z Z Q p • • • • `\• 1 I I 2 PER MULLION END,MUST BE Q O Z N •— • •••• I I I 1 I INSTALLED INSIDE OF BAY MULL F F aD yp • • • MULLION I I m (1) • \ • I I II 1 I U) • •••• • • I I I I I _ • • I I 1 © � F Y Y • Q\ ` •••••• .\ � I 1 rxa•x.12s' W U U • • I I I ANGLE CLIP, • •• �•• \ • I I 1 1 2 PER MULLION END, • 0000 Q lz O Q 1 I I MUST BE INSTALLED Q. y,V) to •••• • • •• I I I INSIDE OF MULL. $ m O O I 0'4 0000 I 1 b • • • • ••• b •••• TYP.ANCHOR • • ••• SUBSTRATE, SEE • SEE TABLES I84413 •••••• INTO WOOD, 0000 • STEEL,ALUM •••••• OR MASONRY • • INIb WOODS EL, •• STANDAROCLIPTO BE EXTERIOR EXTERIOR ALUM.CMU OR O�lRY � MODIFIED IN-FIELD. ` EXTERIOR O complying RFVISGD PFR f as plying with Wo Florida �- Bui Iding Code © © INTO WOOD,STEEL, A—plaiamNol�0�021$. ALUM,CMU OR MASONRY 1 EDGE O Exp,r li-Date 21 ® DISTANCE IY PER ml hoducl ANCHEDGE OR DISTANCE E �——--� \��` LYNN PER ANCHOR O NOTES FOR INSTALLATION OPTION G 6 H: G 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. NOTES FOR INSTALLATION OPTIONS F: ��•'��GENSE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26'X2.11-X.125-MULLION. 2)DETAIL G:SEE TABLES 1B-148 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE =;t; t4,59705 :. LOCATIONS. ' 2)SEE TABLES 1 B-1 3B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 168 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE .v'•� 16 � Cr 1.� LOCATIONS. )�-'. ��(((,��TIE K •\.?�� 3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. '�UC'•., ALORIOP•.•,G•;� A'111 P.E.i:ov p.E. FL 58705 TABLE 1A ® F Mullion Capacity Table IbsfR2 Opening Width(forverly-epard mullions)or Opening Helght(fortorizortai-spamirtg mulfltxts) Oca '- SON 60 in 701n eoN 901n 100N 120in 710In 160N Rectmpuler Tmp/7nan9. Reclen9cler TreWa+m9. Rectml7der Tmprrderg. Rederpnler Tmpr .W. ReclelglAer Trep/Tdeng. Ra t.VAer TmBTfd•19. Rael•t9dm T)e97TA-V. ReclnpLr TrgIMm9. Rwtmg w7 Tm"sny. G 1 X2X.125 iaadn9 Loedn9 Loedn9 Los&q Losdln8 I.-Ing LoedN9 LaedB9 Ladn9 Leading LoWn9 Loednp I.oed+l9 Le4dn9 Laadrq t.adnB Loednp Lwdng oY [t, ,IT Alum.Tuba s s r TIM t _ rn .Mullion � . ss�Fi 42N 111.9 /% 129.5 372 9J2 {Oe 115.5 325 79.9 4% 107.6 321 69.9 4% 104.4 719 62.1 409 104.0 319 55.9 1% 101.0 119 48.6 4% 1D4.0 710 SB.B 109 104.0 319 J6.0 1% 104.0 J19 J W 4eN 74.8 112 87.6 258 624 712 71.4 252 53.5 712 6770 249 48.8 312 632 246 41.8 312 61.J 244 J7.6 312 81.0 244 31.2 312 61.0 244 26.6 J72 81.0 2M 23.4 312 61.0 244 �a9• 2 60.625 In 63.9 281 70.8 234 53.2 281 61.5 728 45.6 2a1 65.7 224 39.9 201 52.1 222 75.6 261 60.1 220 31.9 281 49.7 219 25.6 281 49.7 219 22.e 261 {9.J 21B 20.0 261 I9.J 219 m o Q r 54 In 32.6 247 57.3 2W 47.9 247 48.8 202 37.6 217 44.6 199 32.9 247 {1.5 1% 28.2 247 19.4 191 26.3 247 =35.4193 21.0 247 361 183 +e.e 247 18.1 iW I8.4 247 78.1 1% F � J C 80 N J6.{ 2% 11.2 170 12.0 2% 35.1 168 27.4 200 31.5 163 21.0 200 28.9 160 21.7 200 2771 159 19.2 200 25.9 157 16.0 200 25.0 156 •� J 83N 77.1 lel 15.3 155 27.6 101 70.3 152 23.7 tet 26.9 119 20.7 101 24.5 146 164 181 22A 111 ta.6 181 27.7 113 '! 661n 211.6 165 30.6 142 24.0 163 26.1 139 20.8 185 21.1 118 ts.0 165 21.0 134 U W W 72M 222 1s9 23.3 170 ID.5 119 19.9 He 15.9 tag 17s 116 v Z J LZ7. 16.9 125 19.7 1119 15.7 125 18.8 t07 N 17,• 918 1R2 101 N • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z o • i'ABLEIB �L Anchor Ca atl Table Ibs ANCHOR CAP.,,,",,., ANCHOR CAP.,,, co • Sueelml 2.7kConerde ].SkCane. hollowC/AU =UmmcmAg-Qr*Gebr PTWaoO MeW (DP)X MULLIONCAP!,!f::)/ W ••• • • eM5118-Elco1/4'SS Dec 910 8teel 912 81eN 612 Sled ( x ".' 1� y18•Eko Ullman 1/1'Eko Uamcm U6racm y18'Eko Ul9ecm �010seen AppreGawr S-(G5)Sc (G5) so"(Gall USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Cllp PaRRns CAPACITY REQUIRED'CORRESPONDING TO AN Edge pal nee ) 1• 2-1/r 1• 2-12' 3•Ire' 1' 2-tI2' -ir2' r 9718' 0.51• 0.724' x••• •••• E ,,, (N): 1-314 1.y{• 1ya• 1-y1• r 1-Ur 1-U4' -uv 1-vr rare' 1a/e• wta. ACTUAL PRESSURE REQUIREMENT FOR THE Q Z O CTA Kona®L75 Slenderdor0l I OPENING,WHEN IT IS LOWER THAN THE MULLION d.. }� W yl5p�) 300 ws 3%Ne /5a Ne 890 lbs 1014ws 27o les leo lee 35a tbs 74o wa l7a IDs %Ilea veto 311 ws 442 lb. CAPACITY FROM THE TABLE OF THE SELECTED �_ m ®1.15 Mln.O.C./Sledded(ortNse I Clip(Fp.2k 480 ks 70o w/ WA WA WA wA Sao lea wA wA Wa wA WA eelNa 6B510a 1120lWMULLION.T WILL YIELD A MINIMUM ANCHORncrera�19AIn.•.�112)DIS Arp1e CII k 780 ws 780 ks 9%los 7580 lec 1e%Ies 5/01bs Coq lbs WA 760 ws 7481b BBO Ibs 18921M 6e21bs BBS lOn 7720 w1CAPACITY WHICH MAY BE USED TO QUALIFY e®0.45'IAN.W.C./U b.Nto.125 Nm.(F .{I. -NIA WA NIA WA N/A NIA -N/-A NIA WA WA WA wA WA N/A 775 wa ADDITIONAL ANCHOR OPTIONS FROM THE 1 Ancem I F e ): 19s wt 195.4 225 9rs d451bs e711hs +351b9 1401oe 177 ws 370 An 187100 3321es 473 M 170 W 221 Iba 2801bt 2AM n t,15'Min.O.CI 1' 240ws 3501De WA WA WA WA t%IW WA WA WA WA WA S11w1 M71oe 5801ea ANCHOR CAPACITY TABLE. NOTE: OR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. •••• • •••••• •••• • • • FIGURE 1: •••••• FIGURE 2: TABLE NOTES: PRODUCT REVISED 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. as complying with the Ft11rn5 SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. --� 1.000" �- Ouiiding Code C ) Atteptalw0 tb 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/0R OPENING WIDTHS IS ALLOWABLE. E ireN P9te l By FIGURE 3: Mi 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Milani a� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' Fe 0 1111 01FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. L 125. LYNN A4q�F� ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED r :,••`�GENSF FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' FIGURE4: FIGURES: : e THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1"X 2•X.125'MULLION _3•;; NO.58TU� LIQ LEAST,125"THICK AND 136.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. - •' ( OF •: W ''..FLOE+\Of^'•'\�\•- 4�'` A.LYNMi ER,�.E. FL P.E.#58705 TABLE 2A • Mullion Capacity Table Ilea Opening Width(for ver6caly-spenni mullions)or Opening Height(for horizontally-spurring mullions) Sol. ti0 in 701n 1 h OO h 100 in 1201n 140 h 760 h � O Reolen9ular Trep/Tdarg. RectangJor TraprTdanO Rectangular Trep/rdarg. ReclengUlar Trep/rdang Rectangular Trap/rriang RW&FVNar Treprnlerg. Rectangular Trap/Tdarq. RectsngJ,r Tm#Td,rq. RmtargWar Trapridarq. c 6 1 X$X.$78 Loedin9 lnnatg Loading Loatllrq Loading Coxing Loaafrq Loading loadlry Loading Loading Loaarg LOadlrq LoaMrg Loading Loading I.oa01ry l.oedlrq Alum.Tube _ _ _ y�$ _ fig'_ _ _ fig'_ qr¢ Mullion ' 6 �' d` �ill I I � ` 17� +7 � � , � � � � � It N LD LU p �rcm F 421n 170,0 eM 170.0 435 151.3 882 170.0 478 +29.7 BB2 770.0 506 113.5 862 11.5 518 100.9 am 188.9 617 90.8 862 168.9 517 75.7 862 168.9 517 BI.H 882 168.9 517 58.7 662 168.9 517 J W J 111 481n 121.8 507 138.0 419 101,4 507 119.2 410 1.9 507 108.7 403 76.0 507 1026 399 87.8 507 1.6 397 60.8 507 99.0 396 50.7 507 99.0 308 43.4 507 99.0 305 38.0 607 99.0 398 _ 50.8251n 103.7 458 114.8 379 88.4 458 99.9 371 74.1 456 90.5 364 64.8 456 84.8 360 57.5 458 81.3 357 61.8 458 80.0 358 43.2 458 80.0 350 31.0 458 Bao 358 324 458 80.0 350 7 541n 85.4 400 93.3 338 77.2 400 80.9 328 81.0 400 72.7 322 53.4 400 67.3 318 47-5 400 64.0 315r.2...-1 AM 82.3 314 358 400 61.8 313 30.5 400 81.8 313 28.7 400 61,5 313 m p 0 (7 801n 62.3 324 1.9 276 51.0 324 57.5 270 44.5 324 57.2 254 35.9 324 46.9 280 34.6 324 43.9 257 324 S2W21,0.0 324 40.5 253 222 324 40.5 253 19.5 324 40.5 253 H (0 j C Win 53.8 29d 57.4 252 44.8 281 49.2 218 38.4 291 43.8 241 33.8 294 39.8 237 29.9 2B/ 37.1 231 294 4 294 33.5 230 70.2 294 334 230 108 294 37.4 230 J 66h 46.8 21 40.6 230 39.0 260 42.4 228 334 268 37.5 221 29.2 268 34.1 216 2a.0 288 31,8 21621 8 185 28.0 210 18.7 2S8 27.7 209 14.6 280 27.7 209 gni72h 36.0 225 37.9 196 30.0 226 Y12 191 25.7 225 28.4 188 725 225 26.6 IIS 20.0 225 23.6 182 226 .0 225 20.3 177 129 236 19.8 178 17.3 225 19.8 178 g9(.781n 30.8 202 32.0 177 25.5 202 27.2 173 21.9 262 23-9 170 19.2 202 21.5 167 17.0 202 19.7 165 202 8 202 18.7 180 10.9 202 15.9 158 9.8 202 15.8 156 -j U6" Z 78In 26.1 192 il9.8 186 23.8 182 26.1 11 202 191 71.0 182 17.7 192 19.7 11 15.7 792 16.t 737 14.2 182 1.8 1B2 15.2 152 10.1 182 t1.4 150 S. 192 11.2 750 Q J Z Q N o 0%In 18.5 +i4 ag9.0 128 f.4 7.1• 15.7 128 F Z • •a6 pl 162 727 1- 113 • (n p TABLE 2B •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA: Jf • • • Anchor Ca act Table(lbs) ANCHORCAP ,,.a, W X `1 Y • • • 2.71,Concrete 3,5k Caro. Hall-CMU FOkd CMU PT Wood Metal (DP_)X( )=ANCHOR OAP.,,, F N 9+8•E+eo MULLION CAP.,,o,,,,,, T Yi6 Elco Uttrecan 1M'Eko UIIrBcon YIS'Elco Ullman III'Elco Uttreean kA o 918•Eko 1/4'99 Eka 810 Steel a12 Steel 812 Stell V X Q O O ••M111ghorCllp�dRL • A41FWTylp Uttrecan Ultrxon A9•eoela 8orew(G5)semv(os) Sorew(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR • E r aur 7• 1-+rr 3-ve^ r aur r 2•tm 3-v6 2• o.4e• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN (0•••• •••• Embedment(h): 1-Y4' 1a14' 1•Y4' WM' r I.1p• 1-114' I-1M' 1-i!P td/4' 7 talB' tale \abs ACTUAL PRESSURE REQUIREMENT FOR THE ��OPENING,WHEN IT IS LOWERTHAN THE MULLION �"O 4T11'r.O.�46u.rwrd or onset 49P�F 390 ba 390 M ISO bs 699 ba 1811 W 170 bseBM Iba 918Lbs 341 Bn 085lb, CAPACITY FROM THE TABLE)OF THE SELECTEDnon @ 115'•11.QC./9le•laN l9r Ole GIP F 2): 4W 9n 7001Us N/A WA N/A WA 380Ice WA N/A WA WA 882 Lbs SBS IW 1120IOt@ Min.0../R)215 Ari&0 1 - : 780 TDs 780bs B80 lbs +560 Ti's 1698 be 340 bs 5W bs NIA 760 bs 8801Ds 1092+w 692 bs $851ha +120 m MULLION.IT WILL YIELD A MINIMUM ANCHOR AleC./U-Ob,Into.125WA NIA NIA WA WA WA WA WA NIA WA wA wA NIA 7t5ltx CAPACITY WHICH MAY BE USFA TO QUALIFY 1Amlla I F47Ip�q.5)' 105 bs 195 bs 225IDs HS bs en tun 135 be 140 I1n 1771Da 3701De 332Ih7no le, nl lb, 200 ba ADDITIONAL ANCHOR OPTIONS FROM THE 2 AncDas f$1.�'Mk.O.C.f•OaP4F4F Q: 240 PooWAWlNIA WA WA 341 IDI M2 be SBO bs ANCHOR CAPACITY TABLE. OTE:FOR THE OFISM111IOLP,USE THE SAME•4INCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. as • • • • • • :=RODUCT RfiVISBD FIGURE 1: FIGURE 2: TABLE NOTES: as complying with to FIorth • • . • Building Coda 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Acceptance No 1 '0 'D3 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. "�-y 1.000• r-- Fxpilation Date ( 11 11 11 112)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I By FIGURE 3: I Mreml Product 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 1 I I I • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2'000 \�7 �y( LYNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IL �� %N0.•"""• ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED .375" CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED 77' i t 58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8083.75 AND BE A MINIMUM OF.125" 1"X 2'X.375'MULLION - � THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT -p•: Q G 6 R�.- LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND O I1 11 • I THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. ) 1 :��'• S :I[ F �U C� 0NAk_ t.. A.LYNN MILEER,P.E. FL P.E.#58705 TABLE 3A x Mullion Ce achy Table Ibs/111) 9R I Opening Width(for vertically-spanril muttons)or Opening Height(for horl jtaly-spanning millions) � 501. 60 to 701n OO In 90 in 1001. 1201. 140 N 101 in I' o 1%2,76X Reet.VA. Traprtdenp. Raotanp0.1 Treprrdenp. Reclen9cler TreplTle.B. Reelergdiar TaP7Tdenp. Rent-O' TreplTdmp. Reclenp/er Tropli%erg. Rect-dine TL."ngp. RL drax TM 9. Reet&V lTL dnii d l,..&V Loading Loadn9 Loading Luder9 Lowing Lmdrq Lowing Ludaq Lowing Loading Lu&p losdnp WWr1p Lump Coding Load• LudnO .375 Alum. In Mullion b &.. ,. ,. g � p� �� z C d8C d8 s drc �2 d f d 2 Z@ rE � 3d �2 Z drc 7 did d@ Z O H 421. 170.0 620 170.0 !SS 170.0 7a 170.0 476 170.0 568 170.0 508 770.0 892 170.0 518 170.0 1116 170,0 521 170.0 1210 170.0 621 116.7 1301 170.0 521 127.5 1301 170-0 521 111.5 "1" 170.0 621 J 111 481. 170.0 700 170.0 521 170.0 630 170.0 581 170.0 992 170.0 030 +70.0 1131 170.0 661 151.8 1119 170.0 671 136.6 1130 170.0 660 113.9 1139 170.0 660 87.8 1159 170.0 860 65.1 1139 170.0 660 so.e25.n 170.0 747 110.o sea 170.0 596 170.o e3+ 167.e 1032 170.0 654 1le.0 1032 170.0 723 130.s 1032 170.0 747 +17.4 +03x 170.0 Tse e7.e tox tTo.a Tse 67.9 1032 170.0 755 714 1032 Vol) 75a 0 O 61 in 170.0 787 170.0 612 1B1A 007 170.0 691 136.2 907 161.7 770 120.9 907 152.5 720 107.6 907 145.0 714 96.8 907 141.1 710 a0.e 907 110.0 709 e0.1 907 140.0 709 50.5 907 110.0 709 m M BOM 111.1 735 161.5 625 177.6 735 150.3 811 700.5 735 116.0 599 56.2 715 106.2 590 78.4 775 89.6 553 70,5 713 95.1 675 56.8 733 81.6 674 60.4 715 01.6 574 44.1 736 01.6 511 H J W k 121.9 685 730.0 57D 101.8 886 111.5 657 67.0 866 95.9 547 76.2 566 90.1 536 61.7 666 53.0 531 60.9 850 79.5 528 50.5 566 76.0 $21 43.5 556 75.6 $21 38.1 585 75.6 521 U BB1. 106.0 601 112! 522 58.3 807 98.1 Sit 75.7 7 a5.0 50t 65.2 607 77.1 49] 5e.9 607 71.5 466 63.0 607 87.5 161 44.2 607 63.4 478 37.0 507 62.7 474 33.1 607 62.7 471 Z dg m 72k ate 570 53.8 143 68.0 610 TJ.O 174 f0 6i.J 426 51.0 S/0 6T.B 416 15.1 510 37.3 411 10.6 SIO 50.0 405 34.0 510 15.9 102 262 310 14.4 199 25.3 510 a.3 390 N' 7 76In 89,4 156 72,5 400 31.8 456 81.7 SB2 40.6 458 54.1 385 43.4 458 47A -J78 36.6 456 44.6 373 34.7 456 4La J66 26.0 t4" 31_7 JB2 24.6 456 38.0 359 21.7 456 35.7 358 Q1. 84. 4 0 361 53.5 !35 68.0 377 45.9 435 49.a J68 40.1 435 44.7 360 35.7 435 40.9 355 32.1 433 38.1 351 28.6 311 71.9 473 12.0 J41 20.1 175 32.2 310F- a41.8 013.1 290 ll.a .R7• J64 265 20.9 J27 31.8 250 28.1 327 28.3 275 21.2 327 25.7 271 20.8 327 23.7 286 17.1 282 11A 327 18.7 256 ZQ rZ 74.4 287 3%4 257 25.• 287 429.9 252 24.6 287 28.0 246 215 297 23.1 244 19.1 257 20.9 240 17.2 297 10.3 237 14.! 232 F- M $gO N X oem 24.t 414'116120s .2 227 Jo.e 201 17.1 227 18.0 t9e z2T 16.0 165 � In _ • tl`y Y 1111. 22.3 213 22.7 191 01.6 215 418.1 181 15.0 215 IB.6 156 H N 1201. 17.e 1 17.9 167 Q X Q T �3B •••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: Z A0 N a= •••• •••••• Anchor Capacity Table lbs) ANCHOR 0A',o,,,,,, _ • SUbslrole' 2.TM CpKrNe 3.Sk Cores. Ho9ow fY4U Faed CMU P7 Wood Metal (DPro)X ANCHOR CAP.,,, 5710 Eko Ild'39 Eko 5/16•Eko 1140SS Elco 010 SM61 012 StoWN 012 9ted MULLION CAP.,, •••• •• •• 4MrcM rype� 3118-Eko UlUeeu 111'Elco U6leeal 3116'Eko Ulb- 114'Eko Uloacu A�chorCllp�etleme•• ••• InOmon A9pre0et« unrocan Appre0elor screw(c5)serew(c6l serew(05> USE THIS FORMULA TO OBTAIN THE'ANCHOR •••• Edge f%suroe(ro): r z-irr r z-1? 3•ve• r 2-172• r 2-trr z• 3.18' r 0.48• 0.54• 9.321• CAPACITY REQUIRED'CORRESPONDING TO AN • EADh1hR( : 7-3ra 1-314• 1-SM• tarn r 1-v4• 1.14• 1-u4• t-w' 1.14' 1414• 2• I-wr 01V vadea ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ancbwt®4.75'MN.O.C.l9landrd aOBselp 390•e S90 lba 450 roe aBo lta tea 917MWA 2B01oe 751 roe 746 Es 77116s 86l tbs ea5w 311 ke a21be 5601w OPENING.WHEN IT IS LOWER THAN THEMULLION ••AAe6as®tis Mk.o.c.l st loroeae F . ): Aso roa roo 1W WA NIA wANIA 3901bs wA _WA f' wA WA 882lbs 8851be 1+20 V. CAPACITY(FROM THE TABLE)OF THE SELECTED 4 AMhoro® ..I )2.5 An91a I(F : 7601u 7801as 850 W 1560 1b, 1896 Ra 5601m WA 760 Ne r/81bs No 101 189215! 0821W 8851u 1120 917 MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhoro®0.15'Mk.O.C.I U-Oip.k1o.125•6Mre.6Fio.4): WA WA NIA WA WA WA WA WA WA WA WA WA NIA T7516a CAPACITY WHICH MAY BE USED TO QUALIFY • t Awl-/F!•p(Fig 5): 195 Au 195 Poe 225 917 /451os 872 r0a 175 917 11011q 177•s S701ba 76715• 37215• 473 9s 170•e 221 Iba 2601Ds ADDITIONAL ANCHOR OPTIONS FROM THE 2•rMra®f.R'MIn.O.GlFdlp(Flp.6): 2/0 On J50 ki WA WA WA WA 19015• WA WA WA WA WA 141 Iba a21ba 500 ba ANCHOR CAPACITY TABLE. NOTE:FOR THE OF ET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ('_�)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRODUCT REVISED as c0mPlyin%with Ib0 Flo dda Building Cock (p��•�$•� Acttpt•ia FIGURE 1: FIGURE 2: Eapuallon Date TABLE NOTES: -1 1.000' r-- • • • i• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. M• Mi da Product Coelrai SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYI'N rrrri FIGURE 3: \\ 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' ��t �,7GENSF �FQ • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. e' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. �87G5 - •i Plo. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375' _ u CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED LT.• -/ Q��6 '<' FIGURE 4: FIGURE 5: FIGURE 6: '-1� } V YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063.75 AND BE A MINIMUM OF.125' U g/ E THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 2.75'X.375'MULLION '� '•.,rf.OR1DP.•' \� LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND /?A ��. --�C`-';, RC2 • • THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. /�/�!11VNP:E. P. yEFt;P.E. FL 58705 TABLE 4A • � mullion Capacity Table IbsIR3 Opening Width(for vOnirEfy-sperrirg millions)or Opening Height(tor horit3xie6y-apemirg mullions) ^ solo solo 701n so In 90 in loom 12DIn 1401n +804 o 1 x 2.78 x il Rectan9�Ir 7YaplTArg. Reclerguler Tm WAanU. Re Iwl;dr Tre"Onc. Ra«anp/r TrL"d.np. RmlanpWr TrapRdenp. Reclargller Tnp/ltlerg. Rectanplr Trap7711anp. Rauanpir Tnp?tlerg. Rattanpdr TrL aenU. o: K L08*v LadnU Lwdn9 Loadrg Loading Loading LoednU Lodnp Loadq Lodrg Loadn9 Loading Loading Loring Lading Ladino Loadnp Coding .860 bum _ xg• _ o _ F a_ F '� .. d Mullion N C u u u u u u u u up u u �,,• R V bF' u u� u r� i7 5� u uM� up 6 U by E m .4 � � o 42117 +70.0 620 no.o us no.o 741 no.o ae no.o eee no.o 506 +70.0 992 no.o s+s +70.0 1116 170.0 52+ 170.0 1240 170.0 521 170.1- 1465 170.0 s2+ Ise.7 16x1- tto.o sx1 13e.e 1810 no.0 szt w LU 48 In 170.0 706 170.0 524 170.0 850 170.0 564 170.0 917 170.0 630 170.0 1133 170.0 881 170.0 1275 170.0 677 170.0 1417 170.0 660 141.7 1417 170.0 BBO 121.5 7417 170.0 660 106.3 1417 170.0 680 x -50625S. 17o0 747 170.0 563 170.0 898 170.0 631 170.0 1048 170.0 691 170.0 i 105 170.0 727 162.8 1266 170.0 7!7 148.3 1268 170.0 756 121.9 126° 170.0 758 104.5 1258 170.0 758 01.1 1285 170.0 755 �fa W 00 541n 170.0 797 170.0 612 170.° 058 110.0 091 170.0 7116 170.0 754 150.7 1130 170.0 603 133.9 1130 170.0 X17 120.0 1130 170,0 856 1°0.5 1130 170.0 BB1 a8.1 1130 170.0 891 75.3 1130 170.0 ool ~ � J 80h 170.0 665 170.0 70I 14e.5 B1S 102.3 701 125.5 91s 14/.S 746 109.8 915 172.7 735 07.6 016 127.9 725 e7.s 915 118.5 720 73.2 915 114.4 715 82.6 015 111.1 715 51.9 915 111.4 715 ,J BJ In 151.8 630 161.8 710 128.5 830 13x.9 691 105.5 630 123.2 681 94.9 630 1122 670 84.4 530 104.6 802 75.9 1870 99.4 656 63.3 830 94.5 649 54.2 830 94.1 649 47.4 830 94.1 649 5 W f. 88117 132.1 767 110.0 550 110.0 757 116.6 036 I.J 757 105.9 821 82.6 757 86.1 014 73.4 757 59.1 508 66.0 757 51.2 600 55.0 767 79.0 $97 47.2 757 76.2 591 41.3 767 702 591 ? d!r 72117 101.7 678 ROSA 552 84.5 930 91.0 S10 727 50.1 530 67.6 836 72.2 521 Se.S 636 66.5 514 50.9 BM 823 505 12.1 6b 57.2 500 36.3 636 55.3 497 31.6 NO 55.2 497 n J& �Z 78 k ae.s 571 X0.4 IDB 72.1 671 7s.e 496 9. 571 61.1 479 54.1 571 80.6 471 180 571 55.5 164 47.2 511 51.8 459 76.0 671 17.0 451 30.0 571 44.6 147 27.0 571 44,5 146 Q j .�-• 78 In 50.Ir 471 7 5� To' 465 57.1 542 62.1 456 50.0 542 55.7 449 44.4 542 51.0 442 40.0 542 47.5 437 33.3 542 42.9 429 26.6 512 40.6 425 25.0 542 40.1 423 {- Q N C •• •9 al 52,1 107 57.7 381 A.1 •407 f5.4 355 37.2 407 39.0 349 32.5 407 35.3 343 28.9 407 32.1 338 26.0 407 20.6 334 21.7 107 29.1 327 10.0 407 21.1 722 10.7 107 23.0 310 � �,�Z dO h 12��` 320 35,6 358 37.2 311 30.7 356 72.4 309 20.8 354 26.6 304 23.8 356 25.1 300 21.5 JSa N.0 286 17.0 356 21.0 280 15.3 756 19.2 2& •• %e k 30.1 •183 30. 255 1 •283 .9 251 21.5 203 22.6 247 1B.B 283 19.0 2M 18.7 283 18.0 210 16.1 207 to 277 n • 111117 27.6 20 26.3 242 Zs*•2S7 lJ.B 238 19.8 257 20.5 275 17.3 261 18.3 271 15.4 287 18.5 228 N WO In 22.0 42.3 209 10. /C29 •e.e 205 15.7 220 18.2 202 Q X Q O O 46 • •••••• ANCHOR CAPACITY ADJUSTMENT'FORMULA: Z m O�p 4444 • Anchor Capacity Table(lbs) ANCHOR CAP.,,„,,,, }} •• • 27k Comr«e 7.Ok Com. lbnow CMU FNW CMU PT Wood Melal (DP„e)X( )=ANCHOR •- • • • 5118'Eke 1Ag 99 Eko 5116'Elco 1/4'SS El,. 510 Steel 412 SIeN 812 Slee/ MULLION CAP.,,,,,,,,., • Al1At1►1� J 16 Eko UlUeoon 111'Eko Unrecan � 118 Ebo Uleecon 1'Eko Uexon App eGa1« unman AppreOal« Sorew(O5)Sorew(G5) Su-(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR ••�1�hor CIp I�attame0.3CAPACITY REQUIRED"CORRESPONDING TO AN • • Eapet5l•eR�l� t• 21x1' 1• z trr 3-tr°• 1• z-112' t• z-trr T strr T 1-118' 0.51' rtes ACTUAL PRESSURE REQUIREMENT FOR THE 1-3/4• lana• 1-ala' 1-3a• T 1.14' 1-14• 1•ve• i-14' 1-1r 1-14' r t•ve• tare' `epee OPENING,WHEN IT IS LOWER THAN THE MULLION •ep I9 4.75'Mln.1-.e.131 em«011e 390 Toe 3901De d50lb3 890 ka 1°14163 2701M 28010s 350Iba Tao ka 374 ma 664 la 946!be 341 lee 442[be 1880 be CAPACITY FROM THE TABLE OF THE SELECTED 4 Am7ae®1.15' (a 014e Cap(F 100 Aa 700 Rm WA WA WA WA SBO lhs WA WA WA WA WA eB2lba 7120 Ws ( ) d AmMre Q J' in.O.C.r )215 Anpk I q.3r•Teo ms leo lea Be0 ke tsao la tea Wa x1-an 5B0lb. WA Iso 9m 74e Ib ee0lye te9z lbs sae An 1+20 M MULLION.IT WILL YIELD A MINIMUM ANCHOR ®o.ts•Min.1-.a t u1�p.int.,les Aul►(Fq.q:• WA WA WA WA wA WA WA NIA WA wA wA MIA wA 7151a CAPACITY WHICH MAY BE USED TO QUALIFY ••••••t A;1/F-0ap(Fq.57. las be 1B51bc 2251b3 /IS Ibs en xb 135IOa 1+plea t77los 371-roe 1871be 332110 /7J la "0 he 221 Ib leo We ADDITIONAL ANCHOR OPTIONS FROM THE AM-".1. M ,O.CI F.Gip(Fq.O): 210 ke 9501ba WA WA NJ WA 190103 WA WA WA WA WA 341 @a 4421h 5806e ANCHOR CAPACITY TABLE a NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24PRODUCE. u complyingg wish ilh Thho.Flbrik Ouilding Code TABLE NOTES: Expiration D. t2o� wm FIGURE I: FIGURE 2: --1 1.000" � P 140 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. STF • B SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. r Miam'`1d;P19 } 7(I7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I 0 ............ FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750"a \CENj�''•(`� HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - tJo.Sfl%OS ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT•FILLED 0' �' R• CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED -v N S `I� :• (l FIGURE 4: FIGURE 5: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 8063-T5 AND BEA MINIMUM OF.125' %iU STAT-or �U\ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT �` F(pR(pP,.•'�� l LEAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND VX 2.75'X.650'MULLION '�� '•••• " • • � THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. i�II35��NA1-��• 7lrinntttl A.LYNN MILLER,P.E. FL P.E.#58705 TABLE 5A • � Mullion Capacity Table Ibs7R2 Opening Width(for 4ertica*sparWrg mullions)or Opening Height(tor hodzortakspannirg mullions) �W sy�s7 501n 60 in 701n 80 In 1 90 In 1 100 in 1 120 in 1401n too In Y O Recln9ula T-I'Mang. RntngWer TIep/Bier g. Re I.Vuler Trepdrd.V. Raclengal R-PIT"All. Rect%VA. TIe".V. Redar19Wer Tfep781sn9. Red.ow Trwill 11, Recteuwar TFWTd.ng. Recteng ler Twffderlg. �j 0: 1"z 3.125"z Lcedna Loedlq Leadrfg Loednp Loads g LoWn9 LoadnO Loading londng Loednp Loadn9 Loadrl8 lcedr10 Lolldllg Lad11p Loadn9 y.Loldry Lofldng oi' .500"Alum LL Tubs Mull g a p y9@Rp ap8 p B ■ g■■ pp ■ 9 p �c K6 tfc K K6 6E QcE M� ■ � 6. g �6 �$ t3 1tE aC Ifs N u u u u u u u u u u u u �S u u u� u b ug '6 m 421n 170.01 820 170.01 435 170.0 744 170.0 478 170.0 386 170.0 lii",�Oot2000 992 170.0 519 170.0 If% 170.0 521 170.0 1210 170,0 521 170.0 1408 170.0 521 170.0 1735 170.0 621 154.4 1602 170.0 521 J LU 481n 170.0 706 170.0 524 170.0 550 170.0 501 170.0 092 170.01133 170.0 061 170.0 1275 170.0 677 170.0 1117 170.0 ODD 157.7 1577 170.0 680 135.1 1577 170.0 080 118.2 1577 170.0 aso _ w 50.025In 170.0 717 170.0 563 170.0 096 170.0 631 170.0 1046 170.0170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 755 141.7 1495 170.0 755 121.5 1495 170.0 758 108.3 t/BS 170.0 736 LV (D 0 54 In 170.0 797 170,0 612 170.0 958 170.0 6D1 170.0 1110 170.0 754 170.0 1275 170.0 8W 106.1 1401 170.0 837 149.5 1401 170.0 650 124.0 1401 170.0 881 108.6 1401 170.0 Sal 93.4 1401 170.0 861 m co 601n 170.0 885 170.0 701 170.0 1003 170.0 797 155.5 1158 170.0 a78 138.7 1150 167.0 828 123.3 1150 150.6 017 111.0 1150 1497 810 02.5 1150 1M.S 903 79.3 1156 114.5 003 BBA 1156 IN.S 003 F" J 631n 170.0 OW 1jD4& 745 159.8 1049 170.0 550 137.0 1049 155.5 500 119.8 1049 141.7 615 108.5 1049 132.0 830 95.9 1049 125.5 528 78.0 1049 110.3 820 08.5 1049 118.9 819 59.9 1040 115.9 819 (U.) my. oeIj 160.6 1 0 750 130.0 955 151.3 SDI 110.1 955 113.7 788 104.2 955 121,1 775 02.6 955 112.0 755 63.4 055 100.1 757 09.5 055 00.8 749 50.8 055 08.7 746 52.1 955 98.7 748 ? Wa }t - •rL IN t24 134.0 697 107. 1106 1141 882 9i.B 603 101.1 070 80.3 803 91.2 059 71.4 803 83.9 649 01.2 603 78.0 042 53.5 603 72.2 632 45.9 603 62.8 828 40.1 803 69.7 827 J�. $GA Z 2 70 In 1W 629 01.0 1 97. 010 78.0 721 85.1 605 08.3 721 78.5 595 60.7 721 70,1 SM 54.0 721 65A 570 45.5 721 59.4 500 39.0 721 68.6 504 34.1 72t 56.1 563 Q -i v- V In 105.1 599 61.2 BSI 89.E 657 72.2 554 7e.4 578 63.1 604 70.4 587 58.1 884 64.4 356 50.5 661 50.0 551 42.1 6114 54.1 541 35.1 501 51.3 530 31.0 861 50.6 534 F • Z Q N O tn • 901n 67.0 4511 54. 450 NA 44a 47.0 61! 50.0 440 41.1 514 44.6 433 38.5 514 40.5 427 32.9 514 37.3 421 27.! 514 33.0 tl2 23.5 614 30.4 106 20,6 614 28.0 407 Z ••012MIn 454 4D4 15.2 ' j7j 390 311.7 452 40.0 380 33.9 152 38.1 381 30.1 452 32.9 376 27.1 152 30.7 773 22.6 152 26.6 365 10.4 452 24.2 359 ie.B 452 22.8 333 /n•• �6 322 31. u 2.7 J17 27.2 757 28.1 312 23.0 357 23.2 305 21.1 357 227 303 19.0 357 20.8 299 15.9 357 18.0 283 13.6 357 18.2 287 11.0 357 15.0 283 W N •• 35.1 375 35.8 JOB 28.2 338 30.1 301 25.0 338 28.1 206 21.0 338 23.1 282 -TITS 330 20.8 285 17.5 335 10.0 281 14.5 338 16.5 270 72.5 336 11.11 273 11.0 336 13.5 258 M (n U 27.7 0289 28.2 283 23.1• 289 2JJ 259 19.6 289 20.5 256 17.3 269 16.1 252 15.1 289 16.J 219 13.9 289 I4.B 246 11.6 268 12.8 210 0.9 268 11.4 2J8 8.7 280 10./ 212 U X Q O U TAMP 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: •••••• AnchorCe eei Tabus(lbs) ANCHOR CAP.,,,,,,,,, •••• le: 2.1aCorcrete 358 Cwt. 110-CMU F1aedCMU PTWOM Mdd (DP_)X( )=ANCHORCAP.,," ••••• Anchor Type' 3'tE Elco llllfam 94'EI[o USmtm 5116,Elco 3'76'Elca UDrzm 1/4'EICOU6rdcm AQW.Efto 5111 Elco OP SS FJto NtO31er4 W231x1 tn231ed MULLIQN DAP.,o,.,", • AnehorCllpPettsrsla ull-on Agge(3ator UK- Aggneralar St��N(O5)8cm(t35) Scrcw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge�larq on' t• 2vz t• 2-112' ,- 1• 2-1/2' r 2-U2 T 3d I0" 2' o.4e• 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN •••• Em0e6•aton- •1�4' 7�'4' 13/4' 1310 2• t-v4• I.V4' 1.110 fw1' 1414• 1-14• 2- 1-3/5• 1&8" rales ACTUAL PRESSURE REQUIREMENT FOR THE 2 A tMn®4.7s ad o o6xl c6p(R¢1) 990 ins 390Inc 1159 0s Be0 os ib/d bz 2700% leo ns 354 bs 740les 3M 9 a rs4 ex w61es 341 en 442 b! 560 n OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arcllors®1.15'MMl .0 1St A(a peel)Cep(Flg 2) 480 bs 70D Ins NIA WA NIA NIA 9800! NIA WA NIA WA WA 682 bs aM 011 1120 ae CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMDM@3'MIn.O.C.I(t)2a5Angle CBp6I(ng.3) 760 b4 7001bs 6800! 15CO IDS 15B61D% 540 bS SID" NIA 76010% 748 b! 8BO b9 te9z 0! 662 bs BM ms 11201E4 MULLION.a WILL YIELD A MINIMUM ANCHOR - 3AnctDls®0.45'MIn.O.C./UClip.Into.125•Alum.(Fig 4) NIA WA NIA WA NIA NIA WA NIA WA N/A WA WA N1A WA 107J IDe CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arcnorl FC9p(R¢5) 195 IDs 105106 225 bs 4/5 es 622 bs 195ttn 140 De 17/los 370Im 167 Ofs 332 I1n 473IOa 170 Ds 221 IDs 250 m ADDITIONAL ANCHOR OPTIONS FROM THE 2 Antlbls®1.15'MIR O.C./FCtl ¢6'k 2/01DS 350105 NIA WA NIA NIA 1B01Ds NlA WA N/A WA WA 341 W 44251! 560[e ANCHOR CAPACITY TABLE. PRODUCT' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. g mth d D as eafnplyin5 with Ne Flaif114 l-1.000".-( Ouilding Codc FIGURE I: Acceptance Wo FIGURE 2: TABLE NOTES: E iret"n Dale �Z) 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Dy SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. If Dodo Product 11T 1(111 11111/j 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. - 3.125' FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ��,•''�tGENSC '••F'P • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. Q'' '•T1t N0.50!05 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '500" CONCRETE y - BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED ---0 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125" t•X 3.125•X.5•MULLION THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (t•VF MULLION) •.��pry70•'•' �G; LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (�C" THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1 MS.S.OR 410 S.S. ///'t A�1 t tt`�� A.LYWNIM LLER,P.E. FL P.E.#58705 TABLE 6A • � Mullion Capacity Table(lbs#<z) Opening Width(forvelDceYy-sperWrg ml/eons)or Opening Height(forhoitz"lly-spaMrg mUllolts) 60In Bolo 701n 60N 90 in Ionin 120In 110N ISO in d Reebnpular TraprTdarp. Reeungwar Tiagmarq. RecWoulm T,.pMWV. RectmgJar TrepRMrq. RecterrWler Tread ng. RecWip/m TraplTdang. Reolen9ulu 1FapfTo-m RectangAr Traim"s p. RxtenguW Trnp7rd-9 QYo: I x 4 X A26 L-dinG Loafing Lording Lcadng Loadkq Loading Loading Lwd'o9 Loafing Loading Lwdng Loednp Loading Loadn9 Lwdng Lwdnp laadiM Loadnp o Eel Alum.Tube F ',., ',-, Mullion � � � � g g N a m z � Ui co 42 In 170.0 620 170.0 435 17D.0 7" 170.0 478 170.0 BW 170.0 606 170.0 992 170.0 611 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1156 170.0 521 145.6 1489 170.0 521 127.8 1403 170.0 621 J 111 J IBM 170.0 706 170.0 524 170.0 650 170.0 554 170.0 902 170.0 830 110.0 1133 170.0 661 170.0 1275 170.0 877 150.3 1303170.0 600 130.3 13M 170.0 650 111.7 1303 170.0 680 97.7 150.1 170.0 880 0 W.6251n 170.0 747 170.0 583 170.D 508 170,0 031 170.0 1016 170.0 661 170.0 1195 170.0 723 156.1 1235 170.0 747 140.6 1235 170.0 756 117.1 1236 170.0 706 100.4 1736 170.0 750 87.0 1276 170.0 758 7 0 64 N 170.0 797 170.0 812 170.0 958 170.0 891 110,0 1118 170.0 la 151.4 1150 170.0 603 117.2 1158 170.0 037 123.6 1155 170.0 656 102.8 1166 170.0 081 66.2 1165 170.0 eel 772 1160 170.0 861 m co 7 pp fA BON 170.0 ee5 170.0 701 18801 1012 +70.0 797 142.8 1042 161.1 832 125.1 1012 146.7 HIS 111.2 1042 136.0 601 100.0 1012 1]0.2 791 83.{ 1012 125.1 78x 71.5 1047 175.7 T8262.,.5 tat 126.1 lex H JWin 170.0 lyll 17,. 715 151.2 997 107.6 61e 129.6 992 144.4 790 113.1 997 131.0 702 100.0 912 121.{ 760 00.7 89I 114.0 769 76.0 992 fa.! 715 a.6 •92 1110.0 982 100.0 7N68 165.4 A7 •i7o.0 aleg 137.E 017 118.0 765 115.1 647 130.3 768 103.4 647 117.7 757 91.8 901 108.7 730 62.7 017 1J2727 86.0 017 95.1 713 W.I 647 64.0 901 91.0 711 Z•7•IA 135.9 019 1127 737 113.2 64� 127. 722 970 849 106.0r,,, 01.9 648 98.4 898 75.6 619 03.7 686 87.0 649 me 019 75.1 658 16.6 649 72.6 840 72A 681 d S W sZ 78N 116.8 �7• 1 5 98.7 �'! 107.1 862 e26 782 90.0 72.2 762 00.9 529 01.2 762 71.2 620 57.8 762 16.1 762 62.6 602 41.3 762 69.9 597 SB.t 702 69.1 695•7EII� 106.9 721 111.1 •eM 89.0 724 64.4 621 78.3 72/ 8x.9 80.0 721 74.1 699 59./ 724 03.1 1011 63.1 72/ 44.6 72{ 57.3 573 36.2 724 01.3 607 33.4 724 53 565 F-901n 89.8 64J 71.6 403 01.0 �. 474 49.7 013 62.0 43.5 543 47.1 456 35.6 643 42.0 452 'M a 513 20.0 643 34.9 /38 21.6 043 32.1 430 21.7 543 30.7 126 2 Z N O • O • •�� $7.5 {7 .9 127 47.5 475 49.7 419 /0.9 Ile 4].2 112 35.9 478 36.6 406 ]1.e 476 34.6 400 20.7 176 310 395 77.9 47e 26.1 369 20.5 178 25.6 360 17.8 170 21.2 376 C14 la In 40.3 177 11.1 •341 37.5 377 34.6 335 28.6 377 30.0 330 25.2 377 28.6 325 22,4 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14A 377 1L1 304 lJJ X • SC Y •711 N 37.1 357 323 30.9 318 26.5 357 27.6 313 23.2 357 24.4 309 20.8 357 22.0 305 18.6 357 20.1 301 16.1 357 17.1 204 • 1 n 20.3 Cd �.� 770 24.5 !OS 716.1 274 21.0 300 21.7 270 15.3 306 lag M7 18.3 306 17.3 283 TJ x Q O O 1Nal 17.0 a12 17.• 186 •• • 0- Z m� TABLE 1118 • ••••• ANCHOR CAPACITY ADJUSTMENT FORMULA: $� � • AncharCaDaeltv Table Ibe pi woos Meal (PP-))X(ANCHOR CAP.,,,,,,,,, ANCHOR CAP.,,, R • 27k Carlcrete 3.51,Coro. Hoff-CMU Fled CMU `MULLION CAP.,,„,,,,, • 00004, 'Was Ek.Stir Eloo 114'SS Eko NIO Sbel 0112 Steel 01281" • • Aahor TYf•: 3116"Elco Vim- IM'Eko Ulum. ulu Eko TiV Eko Utlrww 1W Eko Macon • Anchor Clip Pall MR Ul9acon A9preoetar Utrecon A09rKpebr scoot(05)screw(0.5) screw(cy) USE THIS FORMULA TO OBTAIN THE'ANCHOR ••••• E60 MIMIe(nT r atrz• r 2.101' 3.1ro• t• 2•irC r 2-trY r sve' Y o.4e• 0.54' o.3u• CAPACITY REQUIRED'CORRESPONDING TO AN ••••• Emt�Mlent(N): 1.311' 1-711' 1Jl1' 1-71<' 2• 1-11<' 1-tr1• 1-114' 1.114' 1.114' 1.114- r 1-V faro' wdw ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ark:lwn®4.75'MN.O..l stentl or011set C9p IFI9.i&2): 390 t 390 tt 450 ba eeo les 1644 r. 270la 2601bs 3541. 740 ae 374106 064lba 640lee 341 me 442 Re tee OPENING,WHEN IT IS LOWER THAN THE MULLION I AncMn 2.2S MN.O.C.I Standard(ar Oieq Cfq(Fig.7): 7000s loo Ibe SBO los a to llx 952 ba wA Seo 101 WA 630 bs WA 86o Ibe WA 682 bs $85 ft 1120 a,s CAPACITY(FROM THE TABLE)OF THE SELECTED 0 Anobore®1.15'Min.O.C.I SIanO.O(orOdel)Cllp(Fq.I): 980 be t1001bs WA WA WA WA 703lbs WA WA WA N/A WA 1353 P. 1770 bs 2240 bs MULLION.IT WILL MAY YIELD A MINIMUM ANCHOR 1 Arwhore 3'Min O.C./(2)2r5 Apple CBM I(Fig 5): 780 be 780 roe 88010: tsao Ibe lase ba ao as 560 1b. WA 700 ba 748 ih Bao Ibs 19921os 032 be 695 bb 7 120 as CAPACITY WHICH MAY BE USED TO QUALIFY 8 AncMrs 3'MIn.O.C.I(2)265 Anpk wpb/(Fq.6Y 117010: 1170Iw 1020 bs 26401es 2844 ba eto be 6b Iw WA 1140-1be 1127 ba 1320166 28381001 10221w 1327 Ibs 1680 IDs ADDITIONAL ANCHOR OPTIONS FROM THE 4 An111on Q 0.45•MIn.O.C./U471p,NIo.125'Alum.(Fig.7): WA WA WA WA WA WA WA N WA WA WA WA WA N/A 1430 au ANCHOR CAPACITY TABLE. pRODUCI'REVISED 2 AroMB®2.25'MN.O.CI F47b(Fq.8Y. 350 a• 35010: 280 bs 705 Ib. 476 axi WA 28010: WA 315 tw WA 440 bs WA 311 as 4421b. 660106 as complying with dm Film 4 Anolkue®7.75'MN.O.C/F{Ip IFq.9): 4801001 70o l WA WA WA WA 3801 m WA WA WA NIA WA BBT 1w 8&3100 1120 8w Building Code 1.000' �` Acceptance Nolo-bZla.p'j NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. EBpiralion Dak rfpy( TABLE NOTES: ey Mibml dbn6�51�et FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \gyp\�.,.:.....t9/((�r i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • 4.000' _ Na 56'I05 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES r� TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. �_-'1••.a� Lid; • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ��•.. GTA!!lE • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL MI PRESSURE-TREATED YELLOW .125' . .f /- . .� (� 1(71110., (y,�• SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 606375 AND BE A MINIMUM OF.125'THICK.STEEL L STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125-THICK �'%SS(gNA\- / J,1 + ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1'X C X.125' A.LYNN MILLER,P.E. #12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE 7A Mullion Capacity Table Ibs/e2 Opening Width(Tor ver9oaly-sparring mullions)or Opening Height(for hod2ortay-sperW ng mullions) 501n 60 in 701n BO in 90 in 100 In 1201n 140 in 1001. (� 1 x 4 x.976 RectarhgWer TraplTdenv. Rectan�lar Trep/Tdtrg. R.Img.A r The Hang. Reclan9W TrspRdenp. Reelenvuler Trop7darhp. Radanpder Trop7fa.no. Rectan9ul• Trap/7danv. ReotsnvWer Trop/6fan9. Rxtan9ulsr heplTdenv. o ~ LOedn9 Loedln9 Loedn9 Lwdn9 Loedn9 Lwdng Lwdn9 twdn0 toadrhp Lesdln9 'Lwdng Lwdng Loadn9 LO.dnO Loedn9 LOsdrp Lwdn9 Lwdng oy as^r=be N I- 'y$ a e a a yL$• a -81111 Mullion 8� Lt ` d o o d 0 407 6 5 m g z � o FIH 421n 170.0 820 170.0 133 170.0 7k 170.0 478 170.0 588 170.0 508 170,0 992 170.0 519 170.0 1115 170.0 521 170.0 1240 170.0 321 170.0 1409 170.0 521 170.0 1735 170.0 521 170.0 19113 170.0 521 J W J 19M 170.0 708 170.0 521 170.0 850 770.0 584 170.0 992 170.0 BJO 170.0 1173 170.0 881 170.0 7276 170.0 677 170.0 1117 170.0 600 170.0 1700 170.0 980 170.0 1987 170.0 800 161.0 2021 170.0 880 2 117 50.8251. 170.0 747 170.0 58] 170.0 686 170.0 831 170.0 1018 170.0 651 170.0 1195 170.0 727 170.0 1315 170.0 717 170.0 1191 170.0 766 170.0 1797 170.0 768 106.0 1919 170.0 738 138.6 1919 170.0 766 O 54 In 170.0 767 170.0 812 170.0 958 170.0 691 170.0 1116 170.0 764 170.0 1275 170.0 803 170.0 14M 170.0 037 170.0 I59/ 170.0 $66 169.9 1789 170.0 051 137.1 +788 170.0 601 120.0 1799 170.0 861 IY3 M r OD In 170.0 683 170.0 701 170,0 1063 170.0 797 170,0 1210 170.0 075 170.0 1117 170.0 9!! 170.0 1591 170.0 998 155.5 1619 170.0 1033 129.8 1619 170.0 1083 111.0 1819 170.0 1053 97.2 16i9 170.0 1063 f=.. J 53 In 170.0 930 170.0 745 170.0 1118 170.0 850 170.0 1302 170.0 940 110.0 1458 170.0 1015 166.7 1642 170.0 1078 141.0 1642 170.0 1122 117.5 1642 786.5 1180 100.7 1612 167.9 1161 09.1 1612 767.9 1157 BB n 170.0 4074 170.0 789 170.0 1169 170.0 903 170.0 1784 170.0 1002 160.6 1172 170.0 1056 1429 1472 168.5 1149 126.6 1472 158.0 1130 107.1 1472 147.8 1108 91.8 1472 146.0 1104 80.3 1472 148.0 1100 g 170.0 1067 0� 870 170, 1276 *0.0 1009 150.8 1720 156.2 1101 1320 1320 119.8 7082 117.3 1320 137.a 1066 105.6 1320 128.6 1049 $8.0 1320 117.0 1024 75.4 1320 112.8 1013 68.0 1320 712.6 7012 a s' •� db Z 76A 17D.0 1122 170.0 937 149.6 4019/ 159111 1013 120.2 1184 139.9 994 112.2 t15/ 125.7 979 99.7 1164 116.3 964 89.8 1184 107.5 952 71.8 1184 97.8 935 81.7 110! 83.1 927 36.1 1184 92.3 825 JQ J � a •i811 160.1 11y1 1 0.0 987 138. 1121 1470 965 718.8 1124 125.5 947 103.8 1124 115.6 931 02.3 1124 105.6 918 63.0 1124 95.3 908 89.2 7121 89.0 800 59.3 1124 81.3 BB1 31.9 1124 83.2 578 • 901. 108.1 614 111.5 760 90.15 Ott %fa 738 77.2 BMr31.7 724 87.6 844 73.3 712 60.1 511 88.5 702 54.0 814 87.4 693 45.0 611 64.2 678 78.8 641 50.0 866 33.9 0M 17.7 882 Q Z N zz • F Ins $O 0 96 M 80.1 742 91.5 083 74.2 742 77.2 652 63.6 742 641 55.7 7!2 59.0 631 49.5 742 64.1 622 44.6 742 49.8 814 37.1 742 13.6 800 31,5 742 79.8 690 27.6 712 37.6 584 117 M 178 p d- •• 1081. 62.fi 630 52. �A 521 14.7 586 T4. ... 666 41.4 505 74.8 556 37.3 498 31.3 SBB 34.2 192 26.7 668 29.8 481 22.3 588 ZB.e 472 10.5 586 21.7 !86 !'n .�i 00 *� 57.6 5�1 !ee 503 /es 505 6816 495 11.2 555 655 36.0 180 72.0 553 LU x 34.2 173 ze.e 555 77.3 401 21.0 555 27.1 157 Z0.6 365 21.3 418 1110 555 22A 442 y •• �A9n 16.6 Nib 40640 433 3e.0 '� •19.0 126 32.6 175 475 29.6 414 25.3 475 28.9 !09 22.8 475 24.5 404 19.0 476 21.1 395 16.3 175 18.7 397 11.3 475 17.23COx1 730 2e 305 22E 730 2?0 307 +e.o 370 . 330 17.0 203 "� Z N N fi a 9 B ANCHOR CAPACITY ADJUSTMENT FORMULA: g � Anchor Capact Table bs /ANCHOR CAP.,a,,,,,\=ANCHOR CAP.,,, •540140 • 2.7k Com Me I Holm CMU Flied CMU PT Nbod mss (DP..)X\MULLION EAP Z_ ••••• Elco 1/PSS Eko 5/16'Elco 114'SS Eko Yf0 Sled Y72 Steel Y12 Steel • q&crtor TINA' YIW Eko Ultmaan 1/4'Elco USroom 316'Eko Ultmcon 114'Eko Uftmm AppeOMor UBmcon Ap9rerlator 9orew(Gs)screw(c5) screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor Clip PatlLfms•••• Eepe el (nl: + x-trzz-tn• 1• 2-1/2' I- 2•i/r r 3-1/5' z324• CAPACITY REQUIRED'CORRESPONDING TO AN 1-vr 1-v4• 1-1M• +-v4• 1-1/1' 1.1/1' 7 111/40 tare^ 18de. ACTUAL PRESSURE REQUIREMENT FOR THE 2Ammm Q 4.75MIn.0i.l 3I.. lorO@etC (F(F10.1&2): 390475 390lbs 15010. 9901De270940 2501b. 354 Ns 740105 374 lb. 664106 9466. alt lbs M21bs 580 Ne OPENING,WHEN IT IS LOWER OF THE EMULLION CITY FROM THE TABLE OF THE SELECTED 4 Arohas Q 2.25 Min.O.Q/Standard(or Olbat)CLIP(Fig.3): 700 im 700 Na SBO Na 1110 I WWA SBO lbs WA 6301b. WA 980 Iba WA 66210. BBS IDs 11201M ( )8 Arolhors Q 1.15'Mn.O.C./St5ned(or OBseO CTp(Fp.4): 080 as 1400IN WA WAWA 700Ibs WA WA wA wA wA 13131w 17761. 2210 b MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amh-a 3'Min.O.C./(2)2.7 An9m COPS I(FPS.5): 780lbs 7801. 660 Ns lseo IM 1698 N. 5w lbs 560Ib5 WA 780 Na 71810s eeD Lbs 1652105 692 Ne 685 lba 1120 N. CAPACITY WHICH MAYBE USED TO QUALIFY 6Anchors 9 3'Min.O.C.I(2)2x5 Angle CIPS I(Fp.8)' 11701bs 11 TO Lbs 1020 A15 23/01. 2811 the 610 475 em tbs WA 1140 the 11221. 73201hs 25]81. 1022105 +327 Ns 1880 Na ADDITIONAL ANCHOR OPTIONS FROM THE /ArcMro®O./S'Min.O.C.IU47ip,inlv,125'ANm.(FPS.7); WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 713010s ANCHOR CAPACITY TABLE. PRODUCTREVISED 2 Arohom C 2.25^Min.O.CI F-00(Fb.B7 S501bs350 Ne 290 Ns 705 Lbs 475 Im NIA 2801Ds WA 315165 WA 440Ib. WA 341 NY 412 ft 560105 115 comW plying with e Florida 4 Amhom Q 1.15'Mn.O.C7 F{ap(Fig.91 dB0 Ne 700 a. WA WA WA WA 3801h5 WA WA WA WA WA 082 to I80.510. 7120165 Building Code hh NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -� 1.062' 1.000" Acoeplmce No��D��21$•p.7 EE P'-t' DMe '2*.21 ZO21 TABLE NOTES: B FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Mimi Dade Product ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 711 1 1 1 1 I on • • • • • • • • • • • • a(LYNN i 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. �` �O`,.- .,�F • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 4.000' 4.000" _ �\•• r ' SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ FIGURE5: FIGURE 6: FIGURE7: - /r/��-{, 6 (L 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '.0.J s VU,- • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE (,YE OVV / • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE C� 1'.,•.. .;�. 6063-T5 AND BE A MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045' .375 .375' i,��5;� •• It•�� THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A38.ALL ANCHORS T �r/rl /C)j•J J-1,�-�1"` ANGLE CLIP(FIGURES 5&6)MUST BE USED IN PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10&#12 1'X 4'X.375' I 1'X 4'X.375" A.LYNNIMILL�'L�,P.E. ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. 'T^-MULLION MULLION FL P.E.#58705 TABLE BA ® � Mullion Capacity Table Ibef e Opening Width(for wrGcety-speming Mullions)or Opening Height(for rod mnlally-sparinirlg mUllone) 501n 80 In 70 In 00 in 901n IN In 12o In 1401. 1601. 52 1.26"z Raclanor haprrdnrg. Rw q dar Treprlilanq. Rectmqular Traprrdmg. Ractanqulw T7 Vftnq. Rectangular Trep716anp. Rwanqular Trap/Man9. Rwtanquler T1apRden9. Ract.10. Trap/111enq. R..I la, Ttap7frfen11. G ~o• Loednq LoadnB LoaQnp Loednp loadnq Loadnq Loading Lowing Loadnq Lowing Lowing Loadnq Loedrg Loednq Loading Wadng Lmclrnq Loafing oal U 3.188"X.266 Al g g g Tube Mull �• co g g z W 42 In 170.0 620 170.0 435 170.0 711 170.0 476 170.0 66a 170.0 Sae 170.0 892 00.0 519 170.0 1116 170.0 521 170.0 1210 170.0 521 170.0 1116 170.0 621 170.0 1735 170.0 521 161.6 1769 no.o szl W b In 170.0 706 170.0 324 170.0 650 170.0 561 170.0 882 00.0 6J0 170,0 1133 00.0 661 00.0 1276 170.0 677 170.0 1417 170.0 Geo 151.6 1516 170.0 Seo 132.7 1549 170.0 880 116.1 1618 170.0 060 j co I 50.625 In 170.0 717 170.0 563 770.0 608 170.0 831 170.0 1049 170.0 661 170.0 1195 170.0 723 170.0 1315 170.0 717 167.0 1408 170.0 750 1]9.2 1186 170.0 768 110.3 1168 170.0 760 101.1 148D 170.0 750 LU c O 61 In 170.0 797 170.0 612 170.0 966 170.0 891 170.0 1118 0 to 170.0 761 770.0 1275 170.0 803 103.1 1178 170.0 OS7 146.6 1378 170.0 656 122.J 1578 170.0 961 101.6 1378 170.0 061 91.7 1378 170.0 601 m M F- 601. 170.0 885 170.0 701 170.0 1083 170.0 797 158.9 1158 170.0 670 139.0 115a 187.4 930 123.6 1166 156.8 819 111.2 1158 150.0 912 82.7 1159 111.6 005 70.4 1158 IMA 905 69.5 1158 1N.8 905 W J 631n 170.0 930 170.0 745 160.1 1051 170.0 850 1]7.2 1051 155.8 W2 120.1 1051 142.0 615 108,7 1051 132.J 677 98.1 1051 125.7 630 60.1 1051 119.5 822 06.8 1051 119.1 821 60.0 1061 119.1 627 ? 2 ea In 167.1 057 170.0 789 139.J 957 151.6 605 119.1 957 134.0 790 104.4 957 121A T71 92.5 957 112.0 767 83.6 957 105.6 759 09.6 057 100.0 750 69.7 857 98.0 748 521 957 OD.9 746 �? 120.7 808 107. 804 }15 2 664 91.0 101 101.3 871 60.1 801 91.1 680 71.5 004 61.1 650 01.4 601 76.8 613 61.6 601 72.3 613 16.0 601 89.9 620 40.2 a04 69.8 828 ? > �• F W 70S 109.4 722 114.4 638 91.2 •/22 970 016 75.2 722 85.5 608 88.4 722 78.7 596 80.0 722 10.5 588 54.7 722 05.5 580 45.6 722 59.5 570 39.1 722 56.7 565 34.2 722 6a.2 661 r- Z �••450 101.2 6� 105.0 800 M.y 885 69� 560 72.3 M 78.6 577 63.3 685 70.5 See 56.2 680 64.5 560 50.6 665 60.1 $53 42.2 885 61.3 513 18.2 685 51.4 537 31.6 6D5 50.7 536 N • W b 65.9 615 65.0 137 5l.� SR 37�J 419 17.1 51a 50.1 !/1 41.2 515 11.7 131 SDA 615 10.8 128 33.0 515 77.4 122 27.5 615 73.1 H7 23.5 515 30.5 107 20.0 515 29.1 101 )( Z N • .O • a8 b 51.3 45] 55.D 104 ISA 151 47.1 107 J0.6 453 11.0 191 JJ.9 453 16.4 355 30.2 453 33.0 370 27.2 453 10.1 374 22.6 453 26.0 368 10.4 453 24.3 360 17.0 453 22.9 J50 rb'O r •• 108b 16.1 j3ft 9.0 32] J1.4 J 2. J16 27.2 158 28.4 31J 23.6 356 25.2 108 21.2 356 22.7 304 19.1 156 20.6 300 16.0 358 10.0 293 W•• u.1J06 29.E J�9 @gll 101 36.1 316 28.1 297 2'1.0 736 23.2 28] 19.5 33D 20.9 288 17.6 136 10,1 205 X •• RAn 27.6 080 254 23.2 •07.D 250 19.9 290 20.6 256 17.4 290 162 353 15.4 290 16.1 249 NQOOaz. to14`Irr 151 1 168 TAB E B • •••••• O ANCHOR CAPACITY ADJUSTMENT FORMULA: €� • AnchorCe acl Table Ib9 ANCHOR CAP.,,,,,,,E w &� • 2.78 Ct9tnse 35kC . Nteow qAU FaeO CMU PT wood Mad (DP)X( )=ANCHOR CAP.,,, ••••• 5/7S EltO tld•53 Eko SIl7 Eko 114•SS EILO 910 Slee 9/2S1e61 912 61661 MULLION CAP.,, ,,,, • • Aetnor 9le•EIto LRIMn Ile EkOUll-M ulwon ytc Elro Unracm v4•EkoU9rdcon AggeGeol urtlxm Aggn:Gatr scrnn(G6)sc_t05) screw(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anchor."p Palleme 10000 EOge as a pn) r 2-vz 1• 2412 3.1/8• r 24vz r 2-qz z st/a 2 o.4e• osr 1).324• CAPACITY REQUIRED'CORRESPONDING 7 • 0000 Emoedtlent n 13/4' 13'4• 1x14• 13.7 Y 1.114• 1-t/r 1.111• 1.114' t-111' 1-111' z tare• 13'6' yaks ACTUAL PRESSURE REQUIREMENT FOR THE 2Anctws @ 4.75•MI .C./Sk ant a 05sN Cdp paq.1) 390105 398 ke 450 toy NO 516 7641 be 270 IDS 28016 354 Ds 740 its 374 bs 664 Its 04616 341 bs 4422 a 56016 OPENING,WHEN IT IS LOWER THAN THE MULLION /Arc.ors @ 1.15'Min O.G/31arMertl(d(1fhLN)CAp(Flg Z) 16013 700 ba N/A WA N/A WA Seo bs NIA wA NIA WA wA 13121: �05: CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Am"C 3'Min.O.C./(2)215 Angle CRIII -lq 3) 7801: 780 Its 69D los 1561)1s 160s en 510 bs 660106 NIA 78010e 748 IDS 080 les 169296 6821: MULLION.IT WILL YIELD A MINIMUM ANCHOR IArcIDn @0.45' Min,O.C.I UCIp,Info.12P Alum(Fig/) N/A WA N/A WA NIA N/A WA NIA WA N/A WA WA NIA CAPACITY WHICH MAY BE USED TO QUALIFY 1 Antlbr/FL1p(Flq ST +9s bs 705 roe zzs 1s 141 ee e221e 1351' 141)lea T7 1s 3701°` 167 b, Sax ba 47316 170 bs ADDITIONAL ANCHOR OPTIONS FROM THE 2AnctpR@1.75'MIn O.CJFCV (Flg6j 2401DS 35016 N/A WA NIA NIA 10010s NIA WA N/A WA WA all Df ANCHOR CAPACITY TABLE. pROOUCT REVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. v cemplyinD with do plotift n¢«rnma No�(o�6215.03 FIGURE 1: FIGURE 2• TABLE NOTES: ~1 250"-'1 8z irra im Date .2621 • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mi_ i a Product iIl 111111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE. `��y{ ..YN,V M/e(` FIGURE 3: T 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3,188" .``��,.• `7CF.N.g�c Q ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BCLIP E USED T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - No.587G5 285" /� IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND =-n !�' O• l� ft/_- GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •. J 1 FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE T ��<) -, I L' • 6063-T5 AND BEA MINIMUM OF.125'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND n-'•.,FL GF10�','.•'��;� 1.25•X 3.188'X.265"MULLION �• .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.725"THICK AND A36.ALL �;,S� "' C� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-1/<"VF MULLION) ///_/�I•0L #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LYNW IMILL�Ft,P.E. FL P.E.#58705 TABLE 9A Mullion Capacity Table(IbW) '074 Opening Width(for verticaiVepenring million)or Opening Height(forhodzontallyypeming mullion) 50 N 601n 701n 801n Min 1001. 120 N 1401. 1601, �( ' 1.26%3.26 Iieetm9otar Tnp/Td.g. Raelanguur TrWTderp. Reet.n9ular TreprTd.n9. ReeWgislar Trogonnm9. Raelsoguk' Tnp?darlp. R.Iongler RaWhmo. R.I.Oar Tnprrdup. Ractarpahr Traplillono. Reel. I, Trwrrdmg. le.dnp Load np Lpadm lmii nn Lowing Loading loadn9 Loa0N9 loadrp Lo.dng LaI'dln9 L.'" Ludn9 Lo.dn9 Loedkq Loadig Loadn9 Loading 4 w yygg ��QQ(( oY U 00 Eel AluMull m.on 0� � 0� � � n ` �` S h � � g � fn co M m W � t Z �� N 42 In 170.0 620 1700 175 170.0 744 170.0 Ile 170.0 am 170.0 we 1170.0 992 170.0 519 170.01 1116 170.0 521 153.31 We 170.0 $21 127.71 1116 170.0 621 109.5 1116 1 170.0 521 1 95.6 itt6 170.01 621 1 2 W /6N +70.0 toe 1700 521 170.0 650 +70.0 s61 187.6 97. 110.0 6To 116.1 %8 170.0 661 130.4 S76 170.0 677 1123 978 170.0 680 97.8 978 770.0 600 63.e 97e 170.0 660 77.7 97e N0.0 No J W 50.625 N 170.0 717 170.0 567 170.0 69e 170.0 671 150.7 927 170.0 661 131.9 927 168.5 708 117.2 927 159.1 699 105.5 927 158.3 698 67.9 927 168.3 695 75A 927 158.7 695 85.9 717 156.3 693 2 w in 54 In 170.0 797 170.0 012 154.5 869 170.0 691 132.5 669 1163.0 663 1 115.9 069 141.6 689 103.0 809 1 134.01 600 92.7 We INS 654 77.3 Me 128.8 652 66.2 869 128.5 652 57.9 869 1281 652 UJ 60N 143.2 716 153.0 634 119./ 746 132.3 620 102.3 748 117.8 008 69.5 740 107.8 599 79.6 746 101.0T172 746 98.6 507 59.7 748 93.] 683 51.2 7b qi 5N 116 718 97.3 663 OOj 0 (� O (n W'n 123.1 671 132.0 579 103.1 677 117.2 588 88.4 677 100.1 555 71.3 077 91.4 516 68.7 677 e5.2 677 61.0 671 61.6 671 71.0 321 44.2 877 76.7 529 38.7 677 16.7 529 J 58 N 107.0. 6+7 111.1 SJO 89.7 617 97.8 519 76.9 617 867 509 67.3 017 763 500 59.0 817 77.6 [332 66.7 481 11.8 e17 81.1 163 JO./ 817 83.7 /B2 37.6 617 67.7 482 j d 72 In 82.9 518 67.1 150 89.1 618 71.2 110 59.2 615 65.2 432 51.8 510 66.6 125 48.1 578 61.2 50,7 111 31.5 616 466 406 29.6 618 45.0 /05 259 Ste 45.0 105 Z .' 76 N 70.6 465 7&7 400 58.7 165 626 796 503 465 51.9 790 11.1 166 40.4 J& 39.2 465 45.3 42.2 374 29.1 485 J6.3 767 25.2 465 35.5 364 22.0 165 30.2 383 ? W 761n �2.4 449 68.(P 387 54 A/ 57.7 379 48.5 441 50.8 372 40.8 441 45.4 388 36.2 111 416 367 35e 21.2 111 34.9 340 23.3 441 33.1 348 20.4 111 32.7 716 J Z • N 332 IJ.B 295 35• BB2 J•0 289 30.3 332 ]23 281 26.6 3J2 26.6 280 23.8 732 26.1 24.1 272 17.7 332 2t.7 266 15.2 332 19.8 282 13.3 372 16.7 260 Q 6BN 291 35� 260 29.1 291 .3 256 25.0 291 28.4 252 21.9 291 23.5 248 19.4 291 21.3 244 17.5 79.5 241 il6 291 17.1 798 12.5 291 15.6 232 Z • • 1 N 0.10 2S.% 208 20 2270 2.1 205 17.5 230 18.3 201 16.4 230 +0.2 198 � N NZ 80 .O 111 N 22.6 21B 23.1 197 lie. 6 1 194 16.2 216 18.6 191 11.1 218 11.9 188 120N 17.9 Ia7 1B2 "It 11.9 167 16.3 167 Ix x In Uj c) 0 00 • • •• • 10 N •••• •••• 4141••• l) N Q p 0 • p 8- Z�0 4141 4141 4141•• TAW 9B • • ANCHOR CAPACITY ADJUSTMENT FORMULA: .- ONS • • • Anehor Ca achy Table lbs � -3 ANCHOR CAP.,,,,,,,,,, o ••• • 8 2.7k Cararete 3.5k Caw. Hdbw CMU Filed(TAU Pi Wood Molal (pl?,,,)X e ANCHOR CAP.,,, • 5118•Ell 1M^89 Eko S16'Elm 114'SS Eko MOMS" 012 Steel 912 Steel MULLION CAP.,ay,,,,, Am�r Ty : 116'Elm UK- 1M'Elm Ultrecen 116'Eko Uerwan 1146 Elm Ullnem AppreGela Uloecon A9•e0ata eared(G5)Serew(G51 8cr.w OS •ichor Clip Pattams • ••••Pi Utreean ( ) USE THIS FORMULA TO OBTAIN THE'ANCHOR •••••• Edge Dhteme My I- z•v2• r 2-vr 3-110.- r2.1 1' 2.1ir r 3.1/8' r 0.48• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN • • E ( 1.3/4' 1-14' 1-Y4' 10..14' 2' 1114' 1-111' 1-114- 1.111' 1-114' 1-1//' Y tale• tare• 1erl.. ACTUAL PRESSURE REQUIREMENT FOR THE 2Amna9�I.75'MN.O.C.I Slandenda Ohmq,:ly 390 IDs 390 lbs 4501M 8901bs 1511 IEe 2709. 20D ba 354 IM 710Its 37410, 661 Ib. 9161he 311 ID. 1121bs 590b OPENING,WHEN IT IS LOWER THAN THE MULLION • 1.15•MN.O c lie r0(a Olhelt q IFq.2) IBD lbs 700 lbs WA wA NIA WA 360 en WA N/A WA WA WA eel Its 68510. 1120 Its CAPACITY(FROM THE TABLE)OF THE SELECTED /Amnon@ .C./ )2x5 Angle Clips I(Fig.3j ISO10. 766-lbs 80000. 1560Ibs 1696 be 540@. 580 Its WA 700 lbs 740 lbs SBO in 18920 682M US 1120Ibe MULLION.IT WILL YIELD A MINIMUM ANCHOR 3A. 0.51'M r.O.C.I U47q,into.700'Alum.(Fq.41 WA WA WA WA NTA WA WA WA NIA WA WA WA WA WA ow IS. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Anchor I F-01p(Fig.5): 1951be lost. 2251be //Sibs 022 lot 13510e 1401be 177Ite 370 The 1871M 332 lib 47316e 17o we 2211be 280 Ns ADDITIONAL ANCHOR OPTIONS FROM THE 2 AKhm 1.15'MO.O.0/F-43q(Flg.5): 210 ee 3509. WA WA NTA WA too I. WA NIA WA WA WA 3411W 112160. 5609. ANCHOR CAPACITY TABLE. vitoDUCf REVISED m complying with the Florida Build(ng Code 1(�-(ytl9.to 1.250'- A.ceplance No ZOZI FIGURE 1: FIGURE 2: TABLE NOTES: Rxpiretion Dale • 1)SEE SHEET1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. MI Dade hoducl 1111 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS ISALLOWABLE. FIGURE 3: 3.250" MN/•„/� I��// 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE ,-'`�`•`1UENse •'�Fn ANGLE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ` BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. *• No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND .100' GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL FIGURE 4: FIGURE 5: FIGURE 8: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE1 6063-T5 AND BEA MINIMUM OFA 00"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND :/ '•, s to t:;+I �L./`.C:n 41'41.Ft OR1GP'.•'��,,: .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125 THICK AND A38.ALL % ••... ..• .�`\. ;- 125'X 3.25-X.100' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. . S'`i�0 AJ i` •�-, �� #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION A,LVNNI MILLek P.E. • FL P-E.#58705 TABLE 10A Mullion Cbpecity Tobla 6b6#tr) Opening Width(for vedica"pamhlg minions)or Opening Height(for horizo7ts"pennirg mullions) 501n 601n TON 80b 90 in 100 in I120E 110E 160 in y rST.d 116%326 R.ctmpulr Trrp7rirg R.clar,Oul.r Ti.p/fdanp. Reclsn8utar Tnp'Tdarg. R.+taripilar T,.pTdng. R.ct.rgAsr Tr.p/fdm0. R.d vuar Tmp'Tri.q. R.cl.wl Tmprdane. RrA-0,, TmyT4ang. R.ctrgW, TrapTriwg. ri r�ruu Les0n0 W.n0 laadnq L-dn8 cosdin0 ca.&" Loafing LaNn9 Ladino L.aQ.g L.*mg Lading L..dng LaMnO l.Mag leading Lading LaMig �`Y V %.e24 LL Alum.Tubs .r •_ x., $ €; s .�•: .F .s §',. a' $ '� .. .�,. A., ell Mwnen a �rS �€ s �e � § m �.P In u� u uv `< u u5 z u u u u u u'a u u u u ua u u u u u9 u a.72 s e g € �� Eg P55 `; g Ea Jaz g s sa �a g€ a sa d sa a s€ €€ ne e �-eir� fa o 12 620 170.0 435 170.0 71d 170.0 178 170.0 668 170.0 506 1700 992 170.0 519 170.0 1116 1700 621 170.0 1210 110.0 621 170.0 1188 110.0 527 170.0 1735 1700 521 170.0 1987 1TO.0 621 J W 181. 170.0 108 170.0 621 170.0 850 170.0 SU 170.0 992 170.0 670 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 fi00 170.0 1700 1700 680 169.7 1919 1700 688 1/8.6 1978 170.0 880 J = 50.626. 7/7 170.0 563 170.0 896 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 727 170.0 1315 17D.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 162.5 1877 170.0 758 137.5 iM 170.0 766 � 0 64 In Well 791 170.D 612 170.0 956 170.0 691 170.0 1116 170.8 751 170.0 1275 110.0 803 170.0 1434 110.0 837 770.0 1594 170.0 866 156.1 1759 170.0 961 731.1 1759 170.0 861 117.3 1759 170.0 961 U1 M O Min 170.0 BBS 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 878 770.0 1417 770.0 911 161.1 1571 770.0 996 146.0 1511 170.0 1033 120.8 1511 170.0 1063 10).6 1511 1700 1063 90.8 1517 170.0 1063 H V (O J 0 170.0 715 170.0 1116 170.0 050 170.8 1702 170.0 940 156.6 1370 170.0 1015 139.2 1370 170.0 1076 126.7 1370 164.0 1082 101./ 1770 155.9 1072 69.5 1JT0 155.3 7070 70] 1370 165.3 7070 Wa 66 in INA 974 170.0 709 170.0 1169 170.0 907 155.6 7248 170.0 7002 1362 1248 758.6 ID13 VIA 1248 147.1 1000 108.9 1218 139.0 989 90.0 1248 IMA 978 71.6 1218 121.0 976 68.1 1216 129.0 976 � -j i m Z 72 in 167.8 1019 1 .0 878 139.9 10/9 150.2 892 119.9 1019 171.1 875 101.9 1019 119.1 860 935 11M9 109.7 818 87.9 lON 102.7 878 6A9 1019 91.3 825 59.9 1019 91.2 820 62A 1019 81.1 820 0 76 in 112.1 91• 149.• 822 118.9 911 726.8 BOS 101.9 947 111.2 791 89.2 911 100.0 777 79.J 911 91.7 766 71.1 917 85.5 757 59.6 941 71.6 7N 67.0 911 71.0 T7T 11.6 911 73.3 736 Z u din 132.0 1 .B 787 110 �1 fy9 761 91.3 891 102.1 75J 82.5 191 91.9 740 73.3 891 61.1 730 66.0 891 78.7 M1 65.0 891 70.7 707 17.1 891 61.0 707 41.7 891 66-1 698 Q din 85.9 611 B8. 59fi 71.8 671 7. 585 61A 671 65.7 575 53.7 671 58.2 666 47.7 671 52.9 650 43.0 671 466 551 35.8 671 13.1 539 70.7 671 39.7 531 26.9 611 37.9 626 Z (Np Q N O • in 70.8 72. 527 69A 590 6M SIB 60.6 590 53.4 509 11,3 690 47.5 602 79.3 590 43.0 494 35.1 590 39.6 496 29.5 590 34.7 477 25.3 690 31.6 169 21.1 590 19.8 /61 )(!Z D0 p 108In 49.7 466 50.8 421 11. 6 414 35.6 466 37.1 400 31.1 466 32.9 ID2 27.6 466 29.7 396 24.9 466 21.1 391 20.7 466 23.6 M2 17.9 465 21.2 375 15.5 d66 19.6 370 U) 1111. ISA 411 46.1 400 38.2 441 39.3 393 32.7 411 34.1 M7 28.6 111 M.2 382 26.4 441 272 376 22.9 Mt 21.9 372 19.1 441 21.5 363 16.4 41 19.3 756 14.3 M1 17.8 M7 W M M!A in 76.3 1R�•7�9 lid 30. 7 8 31.1) 779 25.9 379 26.8 731 27.7 378 23.7 929 20.1 370 11.3 725 18.1 778 19.5 711 IS.t 378 18.1 711 Ix x •11W in 21.0 �•2.2 212 17.0 2112 447e 2M 15.0 262 15.3 236 V N Q Q Q • •••• Q. Z.U)>^D TABLE106 •••••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: � � • •-• AnchorCepeclty Table(Ib9) rc"-3 2.7k ODmrde 9.5kcax. ANCHOR CAP.,,,,,,_ • •a: .mor pAU Fmed CMU - In Meld (DP,)X( )=ANCHOR CAP.,,, • • O N16-E1cn V4'sS Lko 5'16'Fxo 1/d'33 Elco xto ilea x72 ((; x72 Sla4 MULLION CAP..„BTA r� W16-Elco 114'EkoUOracon ulbxon 91SEcoUAam V/•E%oURmcon « unxm A9DnG•ar Screw(G6)ScrexGS) Scrar(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR ••4ltaehor Cllp Patbmb • •••••• Edge slarc 1' 2-V2• 1• 2.1/2 3118' 1• 2-VT 1• 2-U2' 2 airtr z• 0.43• o-se' 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN • • • E 1 n 1314' 13x4' 1314' 13Y 2' 1-VA• 1-v4• 1-v4• t-v4• 1-v4• 1-1/4• 2 1-3'8• 138' varies ACTUAL PRESSURE REQUIREMENT FOR THE 2 roe®d_79 Mln O.C./51 a'0 rr OOSN Cop(779 1j 990 925 30D 86 450Ibs 1644 We 270lbs 280 Its 354 86 7401t6 314 lbs 66/lbe gas ua 311 the 442116MUM OPENING,WHEN IT IS LOWER THAN THE MULLION A @ 1,15' �c�gam(Or Orael)Cnp IFlg 2) 400lbs 100 n6 N/A WA NIA NIA 30D lbe N/A WA N1A wA wA sa2lb5 885 bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arcrgs®31•n.O.C./7.02BSArgk Clps/(Flx 3T 710145 780 Me 680 los 1BO61DS 500105 560Oe N/A76016B2lbslas MULLION.IT WILL YIELDAMINIMUM ANCHOR 3AMhm Q 0.54-Min.O.C.I UCnp,Inta JOWD'Alum.(F1g 4) NIA WA NIA WA N/A N/A WA N/A WA NIA WA WA NIA WA CAPACITY WHICH MAY BE USED TO QUALIFY 1 Amrnc/FLOP 0961 196lbs 19506 �lb6 415 we 8221 135lbs 140 os 177M J70f05 167105 332145 473 lbt 170103 221106ADDITIONAL ANCHOR OPTIONS FROM THE2AncttOn®1.15'MIOo.C./FCn O.q 240lbs 350 n6 N/A WA NIA NIA IODU N/A WA NIA WA WA 3019>s 442143 ANCHOR CAPACITY TABLE. ^RODUCT REVISED ®comPLYing with We Florida Ouild(ng Code '6.621 2"6 FIGURE 1: FIGURE 2: 1.250" Fx ini ion al T TABLE NOTES: Ex intion Dale - • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION By ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A91am Dada Eroducl 11171111(/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ;�1 7aY LYNN -, • �fiL�� FIGURE 3: \�` -,.•ACEI./SF •.�,o ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250" ? _ CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Plo t,70G BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND Q - GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL .O••• K O I tT FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 624' •)1 Sf/T F • 6063-T5 AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ��U�'•../'LURID:-- (%�� • .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125"THICK AND A36-ALL %�,SC, ""', �••C�\��' ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.25'X 3.25'X.624' #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION A.LfWmv¶LR,P.E. FL P.E.#58705 TABLE 11A _ • �r Mullion Capacity Table(Iba#t7) jj Opening Width(fornreRlealysperWng mullions)or Opening Height(far hodzo72e"panni g mutons) so n 60 in 70 in 20 in 190 in 100 in 1201. 140 in 160 in 0 756%3A4 RaclanguW Treprriianp. Raelanplar T.P/rd 9. Rw..O.r Tmodang. Roctan0elar %plMar9. RaelargWar hapmdang Rec.t qW" Tnp?dn9. Reclar9eler %pTnang. Rm OWar Tnp)rfiml. RaelanOWar TnpRriang. p Loading LmdinO L.adinp LOadnp Loedir9 Le9Mp Lea6np loadr9 Loadi,l Leafing Load iO Loadi9 teWnp Loafing Lad'nO Loada9 loadetp Loads9 �Y U X.024 Alum.Tube Munlon g ag s :e @a s& a :€ �e $E s 0.E & 's�. � s� S 3 1;0. g€. §€. N � �e r, � � � � aae � 6 � � s m `"� 8� a- E a bbgg %- � fi F• S'4 i S 0 �� W 5 I 5•3 3a fd 311 F= 3� Fd � Fd �d 30. Fd 2f€ d 3s Fd 30. Fd Fd Fd@ fd 3� Fd $� Fd 3 Fd € Fd 3 Fd ZO 1211. 170.01 620 1 170.0 135 110.01 744 1 170.0 178 170.0 868 170.0 506 170.0 992 170.0 619 170.0 1116 170.0 621 170.0 1210 170.0 521 170.0 1160 170.0 521 170.0 1135 770.0 521 710.0 1983 170.0 621 J lL 411. 170.01 701 1 170.0 524 170.0 850 1 710.0 564 170.0 992 170.0 670 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 680 1711.0 1700 170.1 600 170.0 1987 170.0 660 170.0 2261 170.0 680 J W S0.6261. 170.0 1 717 1 170.0 563 170.0 696 170.0 631 170.0 1046 170.0 614 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1700 766 170.0 1793 170.0 766 170.0 2092 170.0 756 170.0 2391 170.0 756 2 Of 641. 170.0 791 170.0 612 170.0 956 IN.; 697 170.0 1716 170.0 751 170.0 1275 170.0 803 170.0 1171 110.0 837 170.0 1594 170.0 056 170.0 1913 170.0 661 170.6 2231 170.0 961 160.2 2403 170.0 861 m 0 60 in 170.0 985 770.0 707 170.0 1063 170.0 797 170.0 124D 170.0 670 1700 1417 170.0 S/1 170.0 1594 170.0 998 170.0 1771 110.0 1077 110.0 2125 110.0 106] 148.7 2167 170.0 106] 129,8 2163 170.0 1063 F 4-p J 6)in 170.0 930 170.0 715 170.0 1116 170.0 050 170.0 1302 170.0 940 170.0 1418 170.0 1015 110.0 1673 170.0 1076 170.0 1859 170.0 1122 156.9 2060 170.0 1169 134.5 2060 170.0 1171 117.7 2060 170.0 1171 LU 66 in 170.0 911 170.0 789 170.0 1169 170.0 903 170.0 1364 170.0 1002 170.0 1556 110.0 1066 110.0 1753 170.0 1155 170.0 1945 U11.0 1210 1470 1966 170.0 1275 122.6 1966 170.0 1286 107.2 1966 170.0 1288 Z CO C; 72 in 170.0 1067 17 0 610 1100 1275 170.0 1009 110.0 1188 170.0 1126 170.0 1100 170.0 1228 154.1 1731 170.0 1715 131.1 1771 169.8 1M6 115.6 1131 755.9 1764 79.1 173/ 150.1 1352 86.7 1131 150.2 1352 J g' 0 761n 170.0 1126 170. 937 170.0 1346 170.0 1080 168.6 1556 170.0 1209 147.4 1555 1652 1285 131.1 1556 1615 1266 IVA 1556 141.3 1251 983 1556 728.3 INS M1 1556 122.3 7219 73.7 1556 721.2 1216 � �� Z J Min170.0 5 177.0 967 1T0� tyl 1710 1716 155.9 1177 169.7 1215 1]6A 1177 152.0 1224 121.2 1477 139.1 1206 109.1 7477 129.5 1191 90.1 1177 116.9 1169 71.9 1177 110.9 1158 68.2 1177 109.3 1151 Q a 142.0 1110 116. M 1761 110 12.9 968 1015 UID 107.9 9S111.6 1710 l6.J 9]6 709 1110 87.5 922 71.0 1110 80.1 870 59.2 1710 71.7 891 50.7 1110 65.6 070 "A We 62.7 870 Z117.0 5 120. 812 97� 975 10.5 156 17.6 975 81.7 812 77.2 975 78.5 929 65.0 975 71.2 817 505 !75 6SA BOT 10.8 975 51,4 789 17.8 915 52.7 778 766 976 19.3 767 F x Z WO 82.2 777 64.0 696 61. 1 666 61.7 771 61.7 674 51.4 711 54.3 664 15.1 771 /9.0 655 d1.1 711 41.9 611 71.] 711 N.9 672 29.1 771 35.0 621 26.7 771 32A 612 U) 1t 75.7 730 71.3 661 63.1 730 65.0 650 64.1 730 66.] 640 17.3 730 49.9 631 /2.1 770 15.0 622 37.9 IDD /11 611 715 730 756 600 270 730 319 509 237 730 293 661 Wth 69.984946S6949. 61 1.2 560 42.8 624 11.3 652 37.6 621 392 644 77.3 621 35.] 537 300 621 Y22 571 280 621 277 619 2fA 6L 21.6 509 16.7 624 22.6 501 � XCO 717 Y 4OW 400 -me•/dJ " 395 21.8 137 25.4 ]90 21.7 433 22.4 ]85 19.] 433 20.0 381 17.3 433 112 • Q Z •••• •• •• 0.0••0 mo}Q TABLE 1113 • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: �1%z� 41 AnchorCepeclty Table(Ibq ANCHOR CAP.,�,,,e, 2.76 Corcrele 3rA COnc. Mo.CMU Flied CMU PT Wood Metal (DP_)X( >=ANCHORCAP... • • •� Y1G Eleo 1/'3S Ek0 SIG Eko 14-SS EICO M1051W 7712 SiBN 71.2 Sled MULLION CAP.,,e•,,,,a tv&: 3'18 Elco U%am yr EkoUMecon Ubracon 311E E1colMmon IW EkoubMon Aggl...r Ubraco. A 4-I alv Sc"(05)Screeir35) StfaN s) USE THIS FORMULA TO OBTAIN THE'ANCHOR ••4Alaehor Cllp 0:00*: E 91arc t• z-v2 r z•uz 7-1fa r 2412 r 2414- r 8.1f0' z o.1e• x54- 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN • E 1 n 73/4" 1 yr taxa• 13.4- r 1AW 1-v4- 1414' 1.114- 1414• 1-v4- r 1-418• lye' soles ACTUAL PRESSURE REQUIREMENT FOR THE PAW. MlR o.c./st a4-0x207 c6p lRg 7) 390 ros 2911 7112 450 bs 1100 fro 16N Ins z/o m9 leo loc jrt140106 374711. sad lox9/6 ns 311 b9 442106 560 roe OPENING.WHEN IT IS LOWER THAN THE MULLION AnCOVs Y 115• .iZ (aa7se0 Clip(Fill 2) 480 ros 70D 109 NIA WA N!A NIA 380IDs WANIA WA WA 6112 b1. 0115 rob 7720 bs CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Ar%I1DI4@ 701n O.C.I R)ffi5 Arpk Cps/Ing 3Y 780 b9 780100 690075 15WIS ION103 540bs 660b 601097461x5 No les 1892 ba 692bs 811682 1120 b0 MULLION.IT WILL YIELD A MINIMUM ANCHOR IArcrbr9®0.51•Mb.O.C.I Ut11p,IntoA00'Akin IFO 4) N/A WA N/A WA NIA NIA WA WA IUA WA WA NIA WA 1261106 CAPACITY WHICH MAY BE USED TO QUALIFY t Arcrlorl F-CIp(Ra 51 19502 195Its 225 bs a51M 0221bs 135b9 140 Me 370 k4 187 Ins 332187 473 ros 170 an z2t ka 2110b ADDITIONAL ANCHOR OPTIONS FROM THE 2 AMr1Dn 1.18 Mlrt O.CJFCp 6) 240 bs 750 Re NIA WA MIA N!A 190100 NfA WA N/A WA WA 317109 1421M 660 AA ANCHOR CAPACITY TABLE, PRODUCT REVISBD u m nplyin6 wish Ibe FI0rlidle 1.250" nccema=a t&-ozls o3 FIGURE 1: FIGURE 2: TABLE NOTES: CxpirMe's1.Dale ?02� • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Uy ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4 bode Adduct ,11111171/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3.94' 4�*��`'1Gc1d3E'•.<<;.��: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE ` ANGLE CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS - BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.5t)705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND �- ,A GG• !1' FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL ••) -' D �6 Lll= BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE • 6063-T5 AND BE A MINIMUM OF.100•THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND .8�4• (,C`C'-.,/L OR1i j• .045 THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL '��i SS, ••" C,( ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 1.25'X 3.94•X.624' A.LYNNI MILL)?R,P.E. MULLION FL P.E.#58705 TABLE 12A Mullion Capacity Table Ibs/R1 ® R Opening Wldth(for verecalty-spanrlrp mullorls)or Opening Helght(forholimntay-a It mdllons) 504 BO 1n 701n so in rR.jt-.tjpAm I. 1001n 1201n 14 1. 1601n y1dt Rectenpuler Trap77delg. Rdangim Trep/rdeng. RotengNer Trep/7Neng. Red.ngder Tmp/rd.ng. Trep/Tdang. ReclingW., lhplidenp. Reet.ow"' TWTNeng. RectenpllaI TropTde v- RW14,*A Tlep/fAnp. co 2%d%.26 Low Ldrlg Loadg Loacing WOne Ling Lwdrg Loednp Lwdnnp $Loedn}p Loadrg loadNq Wadnp Lwdnp I.oednp Loedrg I. dnp1i L Alum.TubeS -f fit a � 8 �� i, � O 17 �' �i i 1, 1 • d g cS c� it Mullion I i I I I ,i (1) 421n 170.0 020 170.0 435 170.0 7u 170.0 478 170.0 066 170.0 We 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1N0 170.0 521 170.0 1468 1 1 170.0 1735 170,0 521 170.0 1963 170.0 621 LD -j W I0 kI 170.0 708 170.0 52! 170.0 650 170.0 561 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 170.0 1417 170.0 690 170.0 1700 170.0 880 170.0 1963 170.0 680 170.0 2261 170.0 880 ? _ 50.623 in 170.0 7p 170.0 583 170.0 698 170.0 BJ1 170.0 1018 170.0 68{ 170.0 1195 170.0 723 170.0 1345 170.0 717 Woo 1494 170.0 756 170.0 1793 170.0 766 170.0 2092 170.0 766 170.0 ?391 770.0 756 � Q'� Cn 5/F 170.0 797 170.0 612 170.0 958 170.0 091 170.0 1118 170.1 751 170.0 1275 170.0 113 170.0 1111 170.0 BJ7 170.0 11494 170.0 650 170.0 1913 170.0 681 170.0 2231 170.0 661 170.0 2650 170.0 801 m 00 0 co BO In 170.0 065 170.0 701 170.0 1081 170.0 797 170.0 1240 170.0 678 170.0 1417 170.0 914 170.0 1591 170.0 996 170.0 1771 170.0 1033 170.0 2125 170.0 7083 170.0 2479 170.0 1083 180.8 2860 170.0 1063 B3In 170.0 970 170.0 745 170.0 1116 170.0 850 770.0 1302 170,0 940 170.0 1466 170.0 1015 F41'3. 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1189 188.7 2551 170.0 1171 145.9 2653 170.0 1171 j 65 In 170.0 974 170.0 789 170.0 1169 170.0 9W 170.0 1361 170.0 1002 170.0 1550 170.0 1066 170,0 1155 170.0 1948 170.0 1210 170.0 2378 170.0 1275 151.9 2137 170.0 1268 1129 2117 170.0 1266 �, >>> Z > 724 170.0 1083 170.0 876 170.0 1278 170.0 1009 170.0 1/e8 170.0 1128 170.0 1700 170.0 1226 170.0 1315 170.0 !121 170.0 7187 115.6 2184 170.0 1488 124.0 2161 170.0 1529 1092 2161 170.0 1630 U W 78 in 170.E 112 17� OJ7 170.0 1110 170.0 1080 170.0 1570 170.0 1209 170.0 1791 170.0 1322 170.0 1421 116.6 170.0 1505 123.6 1960 161.8 1618 106.1 1960 151.0 1613 92.8 1980 162.7 1611 aZ�61n 170.0 1 0.0 987 1 .D, 1 X70.0 1118 170.0 1611 170.0 1250 170.0 1612170.0 1369 170.0 1474 137.! 163.1 1600 111.6 1661 1473 1477 90.2 1061 119.8 1469 85.9 1061 137.6 1151 Q J•• @O In 170.0 1328 17(18 ++u 119.' +398 156.0 1218 127.8 13Po 136.0 1186 111.0 1398 121.3 1178 110.2 1162 09.5 101.6 1117 71.5 1396 58.8 1112 63.9 1796 02.7 1+05 SS.B 1198 78.9 1098 Q ? N p •• M 717. 151 1096 ty.9 1229 47.6 1079 105.7 1229 111.2 1061 122 86.9 10u 61.9 1228 69,8 1020 77.7 62A 1019 81.4 1228 722 991 62.7 1229 65.9 977 48.1 1229 82.1 087 ` N Io�O 108 In 103.6 971 105.6 877 3 .0 682 74A 971 77.2 849 ea.4 837 57.5 971 61.6 626 51,8 68.5 816 43.1 971 49.0 798 17.0 871 44.0 782 12.4 971 10.9 771 lJl X111 N 95.1 919 97.3 612 79.5 919 81,0 619 80.1 01070.9 We5919 82.9 794 53.0 919 55.7 704 47.7 51.8 771 39.7 019 41.8 758 31.1 910 10.2 742 29.8 910 37.1 732•• I 75.5718 71� 81.6 701 SJ.9 706 55.8 695 47.2 788 49.4 Bee 41.9 768 44.4 677 37.7 40.5 866 31.6 786 34.9 653 27.0 788 11.0 641 23.6 . (n fn••0114 In 41.7 41.2 504 1 .0 486 31.2 646 31.0 491 27.3 6/a 28.2 485 21.3 518 26.3 479 21.6 22.9 474 182 618 19.6 161 15.6 616 77.2 455 11.7 SIB 16.6 118 Q..N Z O 0 BRL•128 •• •• • •••• ANCHOR CAPACITY ADJUSTMENT FORMULA: 6 ,5n'Q 11g6;p �•- • AnchorC9 act Table(lbs) ANCHOR CAP.„,,,,,, E � � SIA*Vele 27%Corcnde S5k Ca%. Ha110w cmu Faed CMU PTWmd Metal (DP,)X( )=ANCHOR CAP.- "L rR •••• MION CAP.,,e,- 9-646 ••• 916•Elco 1M'SS Elco 916•Eko Ur SS Elto Yt0 Sled N1251a1 1112 Slee) • • Arltl�lype Yte Eco UK- l/r FJcoulmcon ulmcon Yl6•Elro ulmcm ur Eltoullmcon AgpreGaa Ulmtan AggmGda Sttew(G518cWeG5/ Screw(G5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Anehor Cllp Patterns CAPACITY REQUIRED'CORRESPONDING TO AN 0000 0 Edge e n 1' 2-N? 1' 2.11? 3 1fr 1• 2.117 t• 2-71? ? 3118• ? 0.48' Q5r 0.327 000000 ACTUAL PRESSURE REQUIREMENT FOR THE en 1340 1yr 13//• +air r t-1740 +-v/' 1-v!• 1-vr 1-1/1' 1.117 z tam• +s're OPENING,WHEN IT IS LOWER THAN THE MULLION Atf[tOla®4.78 MIA O.C./51611060 aGIa41 C4P 1F10+673•393 bs 390 los 450 Lbs 8DO It* 1644 Lbs 270It" 2809* 35/lbs 7401Ds 374 W 664 IOS 916106 34114 442 a8 %0 CAPACITY FROM THE TABLE OF THE SELECTED ®260•Mh O.C./91erMn1(a Olbet)C�(RLL 3)0740 qs 401* 670 Ibe 1405Ite 1424 Ds NIA 560 Its NIA 6051t* N/A am as WA (8214 665 Its t12o to MULLION.T WILL YIELD A MINIMUM ANCHOR 6 Archaa®1.71'k•tel al(a 011sd)Clp(Rg.4) Ofl5lbs 758 Ds 1816106 NIA WA 705109 N/A 789108 MIA -0 92 t9zz1 s 137796 112010a CAPACITY WHICH MAY BE USED TO QUALIFY dArcrors®3' .O.C./ 215Arvews/(Rp.5Y 780 m 7 61109* i5W be loos Im 560 to NIA 1150 He 7u les em W6 1692 a* 62209 B&S a 11x7 Ba ADDITIONAL ANCHOR OPTIONS FROM THE BArc1n*®D•MM.O.C./01215 Arple Opa l(Rg 6Y 11701bs 1170 Me 1020109 2340 ob leu Lbs 61 840106 N/A 1140 as 1122109 13201bs 263809 10221 es 13V aS 16� ANCHOR CAPACITY TABLE. 3Amhm@1.3/•MIn.O.C./Utp,Inlo.I9Tmm.(FIg7Y N/A WA NIA WA 11/A N/A WA N/A WA NIA WA WA WA WA pRODUCT REVISBD 6 Archers®0.64•MIn.O.C./U4:11p,Into.728 Aker tfp 8) N/A WA NIA WA N/A NIA WA NIA WA NIA WA WA N/A WA Zt IQs as-plyinll,ihh dt0 Fi04i1h 2 Anctors®268 Mla O.CJ n(n'4 9) 370 ms 370101 315109 743106 712 ab N/A 260 9S NIA 3481be NIA 440106 WA 1118* 112 Ab 360106 Building Code 9Arclws®1.71'MYt.O.CIF42p( .tOI /43106 525109 979106 07114 NIA N/A 357106 NIA 9DDIbc NIA WA WA 5714 661 a* 810106 Acaplals*No�lO�Z18'03 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Expir D FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000' Miatn Dnde P cl Con • • • • • • • TABLE NOTES: 771711111/771 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 24 FOR \\\'\ ( 1_ GENERAL INSTALLATION METHODS. ` ti'``t OG FIGURE ., P FIGURE 5: FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4.000' ` I` tJv `.:U705 • • • • 250' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE ri / •• L II .'1 LOCATIONS. FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ' "��'•.FI ORIUF:. •�(j � • • (FIGURES 5&6) (CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, 2•X 4•X.25 MULLION Lu. • • MUST BE USED ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM 5' HIC THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045 THICK(18 / UN - 1� IN PAIRS. GAUGE),STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYN�NINI IFR,P.E. THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. FL P.E.#58705 TABLE13A Mullion Capacity Table IbaIR7 Opening Width(for wnicallysI)wd mullions)or Opening H•Ight(forhorizortelyspandrg mthons) re s a 501n 00 in 701n so In 901n 100 in 11201n 140 1. 180 in u� ReclangWer Trepllnerq. Reclergder TreplTden9. Recten0uler Tr•p?dang. Reclarplier TreplTdan9. Raclenpd4r Ttap/Oienp. Rectargder TrepRd.% Recturprls Tre(JTrieno. Red•ngJar TrepRdenp. Rxlwolar Trep/Tdarlg. Lo_ 1-11_ LadnO LadnB Loafing LadnD Loe&q Loafing Loadrq Ladn9 Loadng Loading Loaft laedrq Leadn9 Ladny Lo••rq Laadng 0 ¢ 2x8x.26 �oY � Alum.TubeLD [8101-11 glg Mullion g � � 8 S . ,u oil 10 z �g z � Uj � a '3 f z� h as 421n 170.0 820 170.0 135 170.0 7" 170.0 179 XMI170.0 508 170.0 DB2 170,0 519 170,0 1118 170.0 621 170.0 1210 170.0 521 170.0 1188 1=70M 170.0 1738 170.0 521 170.0 1083 170.0 521 W 401, 170.0 708 170.0 524 170.0 650 170.0 584 170.0 630 170.0 1133 170.0 881170.0 1275 170.0 677 170.0 1417 170.0 NO 170.0 1700 1170.0 1983 170.0 880 170.0 2267 170.0 880.6251n .0747170.0583170.0 898 170.0 831 170.0 884 170.0 1195 170.0 123 170.0 1345 170.0 747 170.0 1484 170.0 758 170,0 1793 1170.0 2002 170.0 755 170.0 2381 170.0 758O 54h18581700 891 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 1584 170.0 858 170.0 1913 1170.0 2231 170.0 881 170.0 2550 170.0 861mM 170.0 865 170.0 701 170.0 1063 170.0 787 170.0 878 170.0 7417 170.0 044 1 . . . . 170.0 2470 170.0 1083 170.0 2837 170.0 7063 t0 J M 1700 030 170.0 745 170.0 1118 170.0 850 170.0 810 170.0 1468 170.0 1015 170.0 1873 170.0 1078 170.0 1850 770.0 1122 170.0 2231 170.0 2803 170.0 1171 170.0 2075 170,0 1171BBk770.0974170.0 760 170.0 1188 170.0 803 170.0 1381 170.0 1002 170.0 1558 170.0 1088 770.0 1751 110,0 1155 . 2 . 110.0 2127 110.0 1286 170.0 3117 170.0 1288 Z g �' "72 In' 170p 106►4070.0 076 170.0 1275 170.0 1000 ff12 8 170.0 1128 170.0 1700 170.0 1228 170A 1.13 170.0 1315 170.0 2125 170.0 1387 170.0 2550 170.0 1458 170.0 2075 MA 1520 170.0 3100 170.0 1530 � W 1P W 781n 170. t , .0 837 X0.0 140• 170.0 10500 170.0 1200 170.0 1791 170.0 1322 170.0 2018 170.0 1427 170.0 2243 170.0 1505 110.0 2692 170.0 1629 170.0 1110 170.0 1884 770.0 7589 170.0 1705 a.Q ,� 4qB in 170.0 1151 170.0 007 0 1581 ,70.0 17181 170.0 1250 770.0 1402 170.0 1369 170.0 2072 110.0 1174 170.0 2302 170.0 1581 170.0 2787 170.0 121WRIA 3223 170.0 1777 110.0 3683 170. ? Q O W N 170p 1 407•.0 11N 170.0 1584 170.0 1328SB 170.0 1488 170.0 2125 170.0 1653 170.0 2391 170.0 1793 170.0 2058 170.0 1915 170.0 3106 170.0 303 170.0 2273 138.5 3413 170.0 Met• SB In 1700 1417 17 0 1232 W-0 1700 •70.0 143483 170.0 1822 170.0 2267 170.0 1794 170.0 2550 170.0 1052 170.0 2833 170.0 2095 160.0 3189170.0 1 319. 106.0 2470 120.0 7190 156.1 2126 -'Z1081n 170.0 11*4 170.0 1100 1 1 1 70.0 164731 170.0 1810170.0 2550 170.0 2078 164.8 2781 170.0 2271 146.3 2781 181.9 2333 123.8 2781 140.4 0 2781 725.9 2231 82.7 2761 118.0 2190 (/j N• i111n 170.0 el N0.0 1151 170.1 470.0 110083 170.0 1832 170.0 2621 170.0 2119 151.8 2632 182.3 2245 136.8 2832 118.4 2218 113.8 2632 128.4 2832 115.1 2128 85.4 2832 106.3 10.8 X 1201n 770, 17j1 170.0 1566 1��41'40 •70.0 1559 154.1 7152 150.8 1901 135.1 2252 141! 1884 120.7 2252 127.2 1830 108.1 2252 116-1 1815 80.1 2252 98.8 2252 86.8 1630 87.67252 . X N Z• 1N In 125.1 1561 128.6 1445 104. 708.1 1425 BD.4 1561 81.5 4007 76.2 1581 80.7 13W 68.5 15& 72.5 1373 62.8 1581 85.7 1358 52.1 1561 58.0 1561 IB2 1305 59.1 1581 H.4 1283 *-,Go- ANCHOR CAPACITY ADJUSTMENT FORMULA: n O TABLE UB • • • § m2� Anchor Ca ecu Table fibs) ANCHOR CAP.,a,,,,, •i4se•e•: 2.7a CancrMe 13,11 Cane. Hofl-CMU Feed CMU PT Wood Metal (DP)X( )=ANCHOR CAP.,,, • • 1/1'93[3w 5I18'Eko 114"SS EI- HO 9teN 612 stets a126ted MULLION CAP.,-,- ••p•chor Clip Patteme • �7hrirM 318 Eko Ulaeca /Et.U 6aean �I bsm 316 Eko LBlracon 7b'Eko Ull xon Agg.Gela l8 recon ADVeGala Bcrew(G5)screw(G51 screw(GS) USE THIS FORMULA TO OBTAIN THE'ANCHOR •••••• Edge ale t' 2-112' 1' 2.7/2 3-7/6' +' 2-17 7 3.1/6' r 0.48 o.a' 0.324^ CAPACITY REQUIRED"CORRESPONDING TO AN • • • E 11h1 1-3/4' 1.340' +-314' 1.374' r 1-114' t-1/1• t-t/4' t-iN' 1-114• 1-114- r tale' tatB' rdee ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchm Q 4.7 5'Min.O.C./S d W 07be1 Clip"182):105w- 390 rod 450140 8901be 1B441es 270IDL, 280 its 354 0e 741140 374188 941 8 916 ke 341 IM 412140 SBO roe OPENING,WHEN IT IS LOWER THAN THE MULLION A ®4.er 8Mmlmd(or O6se1)cug(Fq,3): leo roe leo IM 900Ibe 1780140 3172140 5/0106 580140 7001. 1480 roe 741 its 12721m 1692 IM 662108 885 IM 1120140 CAPACITY(FROM THE TABLE)OF THE SELECTED aAnchon®1.7rMnp.0/s1e•ra(«Oe4e0ap(Fq.Ik ++eoin+ t/oolbe w7otee zs951a wA wA s411ea WA 10651m WA NIA MIA 1363wa moles 2211 rod MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Aneh1 T Q 3'Mtn O.C./(2)215 Anpls Clips 1(Fq.5>: 780188 780 486 deo IM 15801ea tags Ne 540 rod 5001be WA leo IM 74615. 180140 1882140 192 to 815 IM 1120 ft CAPACITY WHICH MAY BE USED TO QUALIFY B AncMraQ3'Mia O.G!(2)2s5 Ande CNpe 1(Fq.e7 1680440 1560140 1360140 3120140 3792 Rrs 1080140 1120140 WA 1520 the 7491140 1780 @e 37&IM 1383140 1770140 2240140 ADDITIONAL AN OPTIONS FROM THE 12 Arohae®1.S Min.O.C.I(2)2a5Anpb CNpa!(Fq.T): INGlbs 2100140 iN01Ds 3780140 WA WA 13201be WA 1500 a* WA WA WA 2045IM 285410s 3380140 ANCHOR CAPACITY TABLE. pR83DUCr REVISRD I Anchaa @ 1.34'Min.O.C.!U47q,Inlo.125-Alum.(Fla 0). WA WA WA WA WA WA NIA WA WA WA WA WA WA NIA 1430140 m cemplyrn6 w+1h d10 Phxtdr e ArxMn®0.84'Min.O.C.I1142W.Into.725'Alum.(Fq.Bk WA NIA WA WA WA WA WA WA WA WA WA WA WA WA 2861 Ibe h-2.000"-�7 Dulldmg Code I6-�1t8�G 2 Anchae®4.88-Min.O.CI F-CBp(fig.707 390740 390 L: 450 na 690140 7818IM 270140 280140 351 lee 740 m 174140 638140 918 ms 741 les 442140 SBO Ibe Ac m o�b 3 4 Anchor 01.71-MM.O.CI F-CUP(F1g.11k 590108 7001bs 505140 1288140 WA WA 170140 WA 533 n. WA WA WA e82 IM 885168 11201bs .250' �L1 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: Dy Mian _ hodu0t FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE• 8: FIGURE 9:FIGURE 10: FIGURE 11: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON \71 I I 11117 • • • • • • • • • LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • �\gyp\��; 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 8.000' `z • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS (•lu.,78/0`' - • • • • • • • • 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON - FIGURE 5: FIGURE 8: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i O;•Ul, L/��' `(j h'__ ANGLE 1199 D /1 .•Ll/l\ • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 1} ynTE OF (FIGURES CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �•., -7(Irt7PP,.•'��;: • • • • • • • • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' "��t tS.„••• \!;� MUST BE THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO ./J/()(q f•,(. ` • • • • • • • • USED IN �\ PAIRS. BE AT LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW Y X 8'X.25' A.LYNN'W11lL�R,P.E. THREADS BEYOND THE MATERIAL.#10 8#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MULLION FL P,E.#58705 TABLE 14A Mullion Cepacky Table IbsW) Opening Wldth(for 11ar6Callyspenri1g mullions)or Opening Helght(forhodaonlely-spaMttg mullionit) 501. BO In 701n 801n 901. t00 N 1201n 140 In 1801n i+ O lo ReUatgular TreplTdarg. Ractagdw T.PF"rp. Rectangular TrayTdwv. RWaryUar Tre1JTdarg ReclargAar Tt W Warp. Ractan9Wer Treprrdeng. ReotwWAsr TrWTdang. Rectarl9dar Treprrrkrp. RecLtaryular TrayTdalq. 1.26"x 2.11" Loading Loadrp Lwd.g LoadUp Loading Loadlg Loadrq Loadn9 Loediry Losdrp LaedNp Loadrg Loading Loading 1.0"M Loedag oadlly adrn o Y x.128"Alum Tube Mull 4 z o W 42N 1M.2 578 167.0 428 120.2 528 1469 419 1030 528 138.9 414 80.1 528 131.8 411 60.1 628 134.1 411 721 528 134.1 411 80.7 626 131.1 411 51.5 928 131.1 411 43.1 528 +8.6 414 J LU Qin 98.8 403 1040 333 80.5 403 94.7 325 69.0 403 86.4 320 60.4 403 81.1 317 53.7 40:1 78.1 315 48.3 407 768 714 40.3 403 78.8 771 3/.6 103 78.8 314 30.2 103! 78.8 314 J = 50.8251n 823 382 97.0 301 668 3B2 79.3 291 $6.8 382 71.9 289 61.6 382 87.2 288 45.7 78'1 81.8 201 41.2 382 638 287 34.3 382 63.6 283 29.4 362 87.5 267 2S7 3Cl 83.6 2B3 7 W N 87.6 ate 74.1 267 56.5 316 61.2 261 165 316 67.7 21i8 421 318 535 253 37.7 318 50.8 250 339 316 49.5 249 28.3 318 49.1 218 24.2 318 49.1 246 21.2 316 4B.t 248 m p O 60 N 49.5 258 53.1 218 41.2 266 45.7 214 35.3 258 40.7 210 30.9 258 37.2 207 27.5 258 31.8 201 14.7 256 33.4 203 20.6 258 32.2 201 17.7 258 322 201 16.5 258 32.2 201 f0 J 3 83N 42.7 231 15.8 200 35.8 230 39.1 185 30.5 234 34.7 192 26.7 2N 37.8 789 23.7 234 29.4 t68 21,4 234 260 161 17.8 234 28.8 1B3 15.3 234 2Q5 183 13.4 231 28.5 tea d 68 In 37.2 213 39.4 133 31.0 213 33.7 179 26.5 21329.8 176 232 213 27.0 177 20.8 213 23.t 170 19.8 273 23.7 169 15.6 273 22.2 187 t3.3 217 720 168 11.6 213 21.0 180 Z (n g@ yq�• 72N 28,6 17�•30.1 755 23.9 179 258 152 20.4 778 225 14B 17.9 t79 203 147 159 778 18.7 145 2 _'j 76 N 24.11 1 A 140 -3 �ti 2t.e 137 77.4 1B1 19.0 135 115.2 161 17.0 133 U Z • • •78 in 225 152 23.3 133 fJ.e 752 18.9 171 16.1 152 17.5 726 Q � L1. ~ � Q 01 p • TA81 148 •.•••• ANCHOR CAPACITY ADJUSTMENT FORMULA: X ••• Anchor CapacityTable Oba) ANCHOR CAP.,,o,,,, 2.7k Carcrete 3.&Care. 1+01owCMU F71edCMU pl W M.. (DI?„)X( >=ANCHOR CAP.,,,, rn 7W�r � • 114'SS Eko 6/16'Eko 1/4'SS Eko #10 Sled M23leN #12 31x1 FORMULA TA (n 1116'EKO USE THIS FORMULA TO OBTAIN THE'ANCHOR N r�c�rTy 3'16•Eko UIIAtm 11r Elco URrecon URrecon 3/16'Eko URracon tlr Eko Ulrecm Aggre(aalu Nlre[On AWe(iata Sc"(Cd)8[rew(GS) 6ctew(GS) ••gpchorCllp Pdtttw• • • E t } r 2-1a• 3-118' r 2-vr r 2•t2' r 3-v6" z o.1a oae• o.xr CAPACITY REQUIRED"CORRESPONDING TO AN ••• •••• E d1 pn} 13V• Tarr 1yr 1.tlr r 1-+Id' 1-111' 1-i/r ldlr 1-11r 1-ur z 1.3x6• 1�'6' v1es ACTUAL PRESSURE REQUIREMENT FOR THE U N Q O O 4 Arctgn®3' n. /(2)2t5Algk {} 7001DS 766 AS t2010a 15W Ds 18861oa 5b Ka 560 Ds WA 7W IDs 748 as 880Ix 1092•a 662 a>s 865 a° 1130 Afe OPENING,WHEN IT IS LOWER THAN THE MULLION d., Z�0 0 CAPACITY(FROM THE TABLE)OF THE SELECTED • • • • • MULLION.IT WILL YIELD A MINIMUM ANCHOR .0a MULLION. • • •••• CAPACITY WHICH MAY BE USED TO QUALIFY �§-7 • •••• •••••• ADDITIONAL ANCHOR OPTIONS FROM THE • • • ANCHOR CAPACITY TABLE. 0000 • 0000•• 000000 0 •• • 0 0 • • • 0000 0000•• • • TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 288, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. as complying withOREVISED 13 ding irl67vith Yla Flbrt� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. B7nldrn8 Codd (G421$.03 FIGURE 1: Aexptence Dot Hxpimtion .xe 12b�j.� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.116" By _ FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Mi DdO ANGLE CLIP MUST BE USED IN PAIRS. 125" 11!I I I I I I 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED T ` >0 .• •.�F' YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T5 AND BEA MINIMUM OF.125" \GEN SF 'P THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1.20'X 2.11'X.125'MULLION = •• LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. .• - •G ��14 OF A.LYNN'MILLgR,P.E. FL P.E.#58705 In R TABLE 15A • ^ a Mullion Capsolty Table Ibe/R2 Opening Width(for yerjeavy-spervirg mt/liors)or Opening Height(for horizorta*sparring millions) 50 In 60 In 101n 00 N 901. 1001n 120 N 140 N Iso In RectarlWlar Trop/llleng. Reetanpldu Re Ong. Reclengder TrapRaen- RtebnpXer T. ."g. Re9langiaan Trep✓rneng. Rectangular Tropfft g. Reelengular Trap/78mg. Reetw*Asf TroprrdWV. RfttmWlw Twillerl9. o 7.26"70 Loading Loading Lo.dng Losdng Loading Loedn9 Lowing Lowing Leading Loading Lmdng Loading Loading LOadrg Loadng Leading leading Loading p>•' V BA MULL g' � $ � $ $ g• .m H b s s s s s p s Z •-L I, J U1 42 N 170.0 620 170.0 435 170.0 744 170.0 478 170.0 866 170.0 308 170.0 892 170.0 319 170.0 1110 170.0 521 170.0 1240 170.0 321 170.0 1186 170.0 821 170.0 1733 170.0 521 149.1 1710 170.0 521 = 48 N 770.0 700 170.0 824 770.0 850 170.0 6& 170.0 992 170.0 830 170.0 1+33 170.0 661 170.0 1273 170.0 677 170.0 1417 170.0 880 152.2 1822 170.0 680 130.5 1522 170.0 000 114.2 1822 170.0 080 a. 30.8251n 770.0 7{T 170.0 563 170.0 898 170.0 651 770.0 1018 170.0 631 170.0 11% 7700 723 170.0 1715 170.0 747 181.2 1413 170.0 786 136.9 1141 170.0 760 11T.J 1443 170.0 796 1028 144] 170.0 788 7o O 6!N 170.0 797 170.0 012 170.0 958 170.0 891 170.0 1116 170.0 751 170.0 1275 170.0 003 160.4 1353 170.0 837 144.3 1353 170.0 836 i20.S 1JSJ 170.0 661 103.1 1353 170.0 881 %.2 1357 170.0 681 F N w N 60 N 770.0 683 170.0 70I 170.0 1083 170.0 707 167.0 1218 170.0 870 148.1 1218 110.0 944 129.9 1218 139.8 936 118.0 1218 152.1 924 97.4 1210 116.1 91J 87.3 1218 148.1 813 73.1 7210 118.1 911 53 In 170.0 030 770,0 745 170.0 1118 170.0 050 150.2 71 SO 168.8 %3 131.4 11Lu 0 50 153.0 914 118.6 1150 111.9 690 1%.+ 1750 131.2 665 87.8 1150 126.7 071 76.1 1150 126.2 670 65.7 1160 128.2 870 Z U)0. m 88 N 170.0 971 70.0 789 152.4 1010 165.6 Sol 130.6 1046 146.6 661 114.] 1018 133.1 850 101.8 1018 12].1 839 91.4 1040 1188 630 J6.2 1018 109.1 821 65.3 1016 106.2 618 57.1 1018 100.2 810 J £W C 72 N 140w Be0 148!9 784 117A 128.0 716 100.6 860 110.6 7J1 08.0 830 100.0 722 73.2 860 92.0 712 70A Bao 86.2 703 587 680 70.2 BBS 80.1 880 786 BSB 44.0 680 76.4 636 V Z J In 119.7 7 125,1 890 �.e T% wga.4 876 05.5 700 93.7 663 71.e 7% 85.8 652 66.5 790 78,9 &7 59.9 7% 71.7 835 49.8 790 65.1 821 42.0 7% BZ1 819 37.1 780 8t.e 817 Q } er 53 ~ Q a C', O 4481n 110.8 750 1 5 %7 92. 750 98.1 844 79.1 750 65.9 832 69.2 750 77.1 821 81.5 750 70.6 612 55.4 760 65.7 605 182 750 59.1 591 59.6 750 58.2 588 54.8 760 65.5 380 m _ • '90 N 0 72.1 5W 7144 60 �.I 583 2.B 191 51.6 587 64.8 187 15.1 503 18.9 !75 40.1 58J 44.1 166 58.1 687 40.9 462 70.0 669 38.2 152 25.6 683 33.3 445 22.5 367 51.3 442 Z LWLI 447 • %N 59.4 1�5 81.1 •r.! 4E f1.3 413 42.1 1% 11.8 427 77.1 4% 59.9 421 13.0 4% 36.1 413 29.7 4% 3J.2 409 24.6 4% 29.1 400 21.2 495 20.6 391 16.8 4% 25.0 380 3 IY LU 0 t0e1n 11.7 391 42.6 J51 11.E•301 16.9 310 29.6 391 31.1 312 28.+ 391 27.6 337 23.2 391 2l.9 J31 10.9 191 22.8 728 17.1 301 19.7 SZI 11.9 J97 17.6 316 IY Q •, Y Y 1111n 36.r 770 Sill' 3J5 3R.o JtD 3.0 3J0 27.3 J70 28.3 J23 21.0 370 25] 120 21.1 370 22.8 116 ID.2 370 20.9 J12 18.0 7To 10.1 705 F U) w w In 30.4 31 70.9 289 15.3 317 26.0 281 21.7 717 71.6 130 19.0 117 19.9 276 18.0 117 17.9 273 U c, Q Q w w k41n 1T. •120 �/ 203 • Y Z�O • • •w•• ANCHOR CAPACITY ADJUSTMENT FORMULA: � � TAB 158 •••••• Anchor Ca a Ity Table Iba ANCHOR CAP.,,,,,,,,,,• 8 trots: 27k Cele 3.5k Cane. HOSew CMU Filed CMU PT Wood Melel (DP)X( )=ANCHOR CAP.,,, 5 t6'Eko 114"SS Eko 5716'Eko 1/4'SS Eke 910 shat $128,00 X12 5 I6N MULLION CAP.,,,,,TA 9066 • Anobor Type: 3118'Eko U10acon 1/4'Eko UOrecan Utbacon 3'16•Eko Ult- 111'Eko CHOR Ulkecm AN.Getor U8lacon Algre(MW 8-(05)Soroer(GS) S.-(05) USE THIS FORMULA TO OBTAIN THE"AN Anchor Cllp;%trnt•• CAPACITY REQUIRED'CORRESPONDING TO AN w • • Edea a. e(N):• r z-iQ^ r x-1r1 3-tie r 2-1rY r z-t¢ Y 5 ve z" o.{B• 0.5/ o.]a ACTUAL PRESSURE REQUIREMENT FOR THE Emix�nenl(mTw 1J/1' 1-314' 1-V4" 1.311• 2 1.114' 1.114• 1-1/4• 7.7/4' 1-111' 1-III' 2' 1JI8' 1•318• `B11ea OPENING,WHEN IT IS LOWER THAN THE MULLION Anehan� 'rin•�e1Wh5Aryb Clip6/(Fb.1): 390 ft 390 lbs 4Ebe 890m 1700Ibe 270 ks 2BOIW 75/1bs 7409u 3741h6 72010' 8481ba 3/1 W. 4421h 580105CAPACITY 41A @ 7.5'len.O.C.I A 2ss Arab Ops/(Fq.1T 780 lbs 780108 790105 1670 The 2525 be 51010' 5801ba WA 11201tk 7481h 8BO IDs 1892ft682 lb. 8851G 11201bs MULLION.ITFWILL YIELD A MINIMUM ANCHOR TED 6 Anohort 0 271•Min.O.C.1(2)255 An919 Cape 1 ffg.JT 11201W 1120 Iba 9581bs ZN61bs 2251144 WA BIO Ibs WA 10591b WA 1]20IW WA 10221W 1327144 1880•a CAPACITY WHICH MAY BE USED TO QUALIFY ADD fT10NAL ANCHOR CAANCHOR OPTIONS FROM THE PACITY TABLE. PRODUCT REVISED • os cemplyin6 with the Florida FIGURE 1: TABLE NOTES: Ruil«e, Code Aplan«No�6-o2i8•p3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. pimtian Dale ?DZI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mi Delle Product 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: .125' ��\�)"(l..•-'••�114�� ice 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .30• ,-••G�GF-I'IS/_ 1 ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 3.250" 3.250' r i.b.P3705 M 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.125" (/� �' IJ= • • • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30'BAY - )1••• �F or 01 LFJ4ST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ��; P ••• THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. ••.FI.OR10,• �Ci;\ ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. r// N MIM ! tit A.L1fNN MILL�R,P.E. FL P.E.#58705 TABLE 16A Mullion Ca s9 Table IbsMte Opening Width(for 9er9colV39arrirgmtAions)orOpening Helplit(for horl2ontaksparvirgmtAiorls) �UU#7^std a 501n 60In 701n 601nrR.I:ZQA�. 1n 1001n 1201n 14 in 1601n a od Rwar.guler TtayMeng. Rwtinguter TiaprTdanp. RectnpA. TraplTd.V. Radenguar Rapr7Trepr9lIng. RectnOd+r Treprrdsng. Reots/glar Tn07Td.V. Red.VA&,r TroprTderg. Rectanµ6er 1)ew1mg3.25"46 Lo"m Loed'nLasting LadnqLoedrp L.oedn0 Laadng LadloWrg lasting Ladnp Lobdrlp LoedrrigLostingg Lasting Load-. Tra.n9BAYMULL all m far �� _ a _ o o W 12 In 170.0 620 170.0 435 170.0 744 170.0 178 170.0 6B6 170.0 508 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1408 170.0 521 170.0 1735 170.0 521 150.3 1871 170.0 521 J W 48 In 170.0 7a 17D.0 521 170.0 850 170.0 561 170.0 992 170.0 630 170.0 1133 170.0 Bal 170,0 1275 170.0 677 170.0 1417 170.0 600 1637 1637 170.0 800 140.3 1537 170.0 650 122.6 1637 170.0 08D 19 � 60.8251n 170.0 717 170.0 587 170.0 698 170.0 831 170.0 1018 170.0 884 170.0 1195 170.0 723 170A 1315 170.0 717 170.0 1!w 170.0 758 147.1 1552 170.0 758 120.1 1$52 170.0 758 110.4 1552 170.0 756 W o l7 54 h 170.0 797 170,0 812 170.0 058 170.0 891 170.0 1116 170.0 751 170.0 1275 170.0 BOJ 170.0 1{1! 170.0 077 155.2 1{55 170.0 858 120.3 1154 170.0 881 ItO.B 1155 170.0 861 97.0 1455 170.0 601 0 O U) � j 60 Mt 170.0 885 170.0 701 170.0 1083 170.0 7B7 170.0 1210 170.0 878 157,1 1309 170.0 w4 139.7 1308 170.0 996 125.7 1309 181.5 9w face 1309 157.1 982 69.5 1309 157.1 912 75.8 1309 157.1 982 )- J 831n 170.0 4B� •0� 745 170.0 1118 170.0 850 162.9 1217 170.0 w0 112.5 1247 1w.6 983 126.7 1247 152.8 865 114.0 1247 144.3 952 95.0 1247 136.2 936 51.4 1247 135.7 935 71.5 1247 135.7 935 W 7 68fi 170.0 971{ Y� Z g m T 1169 70.0 B03 118,4 1100 183.7 965 129.9 1100 1tl.0 915 115.4 1190 136.5 926 103.9 1100 120.1 914 86.8 U00 110.5 690 71.2 1100 116.1 603 a.9 1190 116.1 893 77jt1 181.8 1010 169.8 I. tA0 14•B 65B 115.! 1010 127.2 a2 101.0 will 114.7 028 59.8 1010 105.6 e17 10.1 1010 90.9 B07 67.3 1010 80.8 795 57.7 1010 87.0 780 505 1010 873 789 5 :D:) W J JZ Bln 137.4•ems MlA6 906 111.0 774 08.1 908 107.1 761 85.9 908 96.2 749 783 908 68.2 738 MY 906 82.3 729 57.3 006 74-7 716 49.1 906 71.2 710 42.0 906 70.0 708 781n 127.1 561 132.5 f 1115 738 00.6 581 88.0 725 79A 881 65.5 773 70.8 881 61.0 707 87.8 681 75.1 Bw 57.0 8a1 88.1 6B1 ISA 881 a.5 075 39.7 561 63.7 677 Z Q Q N • BO 441 87.7 816 85A AB•471 511 50.1 646 82.9 55! 51.7 816 58.1 $45 46.0 618 50.9 537 41A 618 17.0 530 34.5 818 11.5 51B 29.5 w6 38.7 511 25.9 eb 36.5 407 F W Z O • I l99 18.7 568 51.1 IBI 12.8 568 15,8 IB3 31.8 566 41.1 478 31.1 586 78.1 170 28.4 588 37.1 15B 21.3 58e 30.5 /52 21.3 568 28.7 147 fq W 8 �O � h 68.2 441 . iig e� 0 St OR M 47.9 099•4fag 405 39 41.2 399 34.2 449 35,7 393 29.9 149 31.7 7B7 26.8 449 26.6 382 23.9 149 78.1 377 20.0 449 22.7 age 11.1 Me 20.! 3B7 15.0 44B 18.8 358LU 0 co 9 vy N 44.1 5 0 385 36.6 425 37.0 379 3f.5 425 32.1 373 77.8 425 28.1 187 21.5 125 26.2 352 11.1 425 24.0 358 11.4 425 20.7 350 15.6 ITS 18.8 3q p f- 1 In 34.0 301 }Scall 331 29/ 761 1&6 326 24.9 364 1 25.0 321 21.6 1 311 22.8 317 IgA 3w 20.5 313 17.5 Sw 10.7 309 U � Q 11 0 3 Z O 0 0141 20.7 253 2DA 233 16.8 17.1 230 d �'0 5'.O TABLE 168 •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA: TABLE • ••• Anchor Ca acl Table lbs ANCHOR CAP.,a„•„ 8 SuOatrele: 2.744 Concrete 3.5k Coro. Hw-CMU Filed CMU PT Ykod Metal (IDP_)X( >=ANCHOR CAP.,,,, • • • 144'S9 Elco 5116'Eko 144.85 Eko ato alae pt2 61se1 a12 sled MULLION CAP.,,,„,,, rnafrt type: 3118'Eko Wtw. Ill•Elco Uluecan UUeWn 3118'Eko Ultrxon 1/4•Eko Ullmon 1.01-n AgpreGblor 8."(05)8otew(G5) 30"(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR ••R•chor Clip Pattern • CAPACITY REQUIRED'CORRESPONDING TO AN •••••• Edge gbleroa(MIC 1' 2•tir 3-118' 1' 2-112' 1' 2•t/C r }tl1' r OAB' 0.54' 0.321' • • Eml.dmentm7 +371• 1.314' t-7/4• 1•s1<' r 1-va• t-v4• 1-v4• 1-v4• +-v4• 1-fu• r +310' 1-315• wne+ ACTUAL PRESSURE REQUIREMENT FOR THE 2 Ar.tgre Q 5'Min.O.C./(2)2x5 An91e Caps/(Fig.1): Dias 3w- 451156 890 k+ 1706 Ns 270 W 280 lbs 354 Me 7401he 371184 7201W w5 b 311 M 4421es S601bs OPENING,WHEN IT IS LOWER THAN THE MULLION /AronaB®3.5'Min.O,C.1(T)2+5 Argk Ltips 1(Fq.2C 7e01W 7e0ID+ 7901Ds 1670lb. 25251t s 5101W 5801W WA 1120Ib 74e IM e10lOs t6021w BB2Ibs 6551b 11201Ds CAPACITY(FROM THE TABLE)OF THE SELECTED GAM 2.77 Mln N. (2)2x5 Angb C9pe I(Fq.]): 1110155 1120Im 958 E+ ff46 t2541W WA w01as WA 105911. WA +320 roe WA 1022 be 1327 9. law aw MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED m carnPlying with arc Florida FIGURE I: nuLvv Code line-o 18.03 TABLE NOTES: Acwyaance No • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. Ea irellan Dau ZOZ SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. By Mi 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. an' ProdI C5 uct FIGURE 2: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ,``�`,�`I • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .125' 45' ;, \"'."- "'•.<<a ��- FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.250' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063•T5AND BE A MINIMUM OF.125' R• L _ THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 45'BAY LEAST.125"THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION ST'rl'E.OF _ THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. `�},%l-O;21D�'•-,`('j,.`' ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ""L YNN1 A. lIy11�G2R;�.E. FL P.E.#58705 1.000' r 1-1.000'-4 )-1.zso• -i � - 1.000^ f--l.zss•� �� 1.000" 1.000" f'-' .125" .125" .125" Ir tiY 2.750^ 2.750' .125' 3.125' 3.188" --.125' � .125' .125' 2.000" 2.000' 2.116' N .265' I .125' N Z's rc m W L 125' 6 01 375' 375' 500' t- O F(n- ,- T .900' T J W I'X2'X.125'MULLION 1'X 2'X.375'MULLION 1"X 2.75'X.375'MULLION 1'X 2.75'X.650'MULLION 1'X 3.125'X.5'MULLION 1.25"X 3.186'X.285'MULLION 1.26'X 2.11'X.125'MULLION Q Q'a 8063-TB ALUM. 6063-T6 ALUM. 6063-T6 ALUM. 6063-T8 ALUM. 6063-76 ALUM. 6063.76 ALUM. 6063-TB ALUM. O X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION X-SECTION LLJ m Z M y I•�-.125" )-{0.125 -'1 1.125- - • •r.o. TABLE A � W• I •STA*WD CLIP I 2X5 ANGLE CLIP Dimension Value(In) For Mullion: ••••• • 6a63-T6#.LUM. 2.125" 6-SEC3-T ALUM. TION Z • 2.000b I 0 X-SEOiION U-ctlP 2.000' A 1.625 1•X2'X.125' Q CL 0000 • ••••• • • I • • 6083-T6 ALUM. ,125' B 2' Aluminum C) Q rn o • • • .125" X-SECTION C 0.895 Z O 8 1 Tube Mullion Q Z Z � • • D 0.740 y a 1 A o g • rr Zw 8 0000• 0000•• � 0000•• .125"J � -I.740"F- A 1.125 V X2'X.375' w Y Y 0000• 0000 0004'•• B 2.404 Aluminum to W • 00000 0-0-r�5.500" 4' C 0.835 1- 1125" ,.f MARETO .375' 5.000" - -{ Tube Mullion .375"4' • 0 reGREAj"-.IP,SEE MIN. F .375"MIN. Fes- D 0.490 Qa t Z N ••I�IR.• A F,SHEET4 • • ••••• .338'MIN. A 1.875 �I ----------- ------- B 3.000 1'X2.75"X ' r--------I •-------�- " .375 Alumina xx' •4'4'4'• I A A I � U-CLIP A 1--_--_--'a rR d • L_. �.a�e� I 4'V***___J 6083-T6 ALUM. `- -------------------� 2X5 ANGLE CLIP C 0.757 • • • •e TOPVIEW 6063-TB ALUM. D 1.118 Tube Mullion • • • TOPVIEW ••••• • `f 4TANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE E .450 Min. •••••• DASHED BOUNDARY.SEE SHEETS S17 FOR THE 6063-T6 ALUM. A 1.312 1'X2.76'X CENTER*0F ANCFIbR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER-1/16. B 3.000 .850• SHEETS 5-17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.478 Tube Mullion DIAMETER:ANCHOR DIAMETER+1/16'. SHEETS 5.17 FOR THE TABLE B D 0,836 Tube MulBon ANCHOR O.C. DISTANCE,MAXIMUM PGT Part# A 2•� .^RODUCLREVISED ANCHOR HOLE 1'X3.125'X 5.500' .375' Mull B 2'837 .500'Alum BuildingCodevilhmeF'Iwh1s MIN. DIAMETER:ANCHOR Mullion Std.Clip ORset Cllp U Clip A ngle .375" DIAMETER 1/16'+ C 0.863 TUbeMldl Acceptu�ceNo(l0-021$"D3 MIN. 1"X2"X.125"(5) 66605 666113M 6661118M 666243M D 1.137 Pini Dale /J�21 ----- - __________i 1"X 7'X.375"(6) 686006 W6114M 8661119M 666244M A 2.625 By 1"X2.75"X.375" 66607 666115M 6681120M 666245M B 3.262 1.25'X3.188' Mian pada product M X.265'Alum B 1"X2.76"X.650"(8) 66608 666116M 6661121M 666246MC0'862 Tube MullD 1.762 . `\yI"X3.125'X.500"(9) 66637M 6661116M 6661114M 666242M ` 0' Fq 1.26'X2.11' -�, ,.•'oc'ellISE i 1.25"X3.168"X.26S'(12) 66641M 6661117M 6661113M W6241M 6WS16M A 1.813 .121'Alum - i 1.28"X 2.11"X.125"(18) 69370 WA NIA WA 666517M Tube Mull R i�u.58T0'� _- OFFSET CLIP IN NOTES:6083-76 ALUM.'125 TOPVIEW 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. � • FLORID•:.'' C�\ .740'7I 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE. `S �()r`I 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.rL1fNNlly1'I 5870�.E. FL REI 58705 -{ 1.000' f- -i 1.000' 1.062• ..063'062 .385" i ,�. .062' It'1 125" --1 F�-.125" � .062' .438' I I 4.000" '125•STANDARD CLIP 1 4,000" 4.000' 2.000' 8063-TB ALUM. I 2.125' 2X5 ANGLE CLIP 2.625" 2.000' %SECTION V-CLIP 8083-T6 ALUM. .125' 8083.78 ALUM. I N I I L X-SECTION .125' .125' X-SECTION y (o .125' .125' (n ,N W .031" -- .125• O 125 T1 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE Lu J W .375" .1�.J .375' DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR ca O U) HOLE DIAMETER:ANCHOR DIAMETER+1/18'. - W Z M O 1'X 4"X.125' I 1'X 4•X.375' 1 1'%4'X.375" 5.500• m MULLION MULLION 'T'-MULLION 5.000" 6063-T6 ALUM. 6063-T6 ALUM, 6083-T6 ALUM. 3.125" CRE TEF-CU 375• MIN. F 0 IO J X-SECTION • •• X-SECTION XSECTION '378 _..I_CREATE,SHEE 4 MIN. N MIN. DETAIL F,SHEETd • • • 1.250" .375' Z W .. • • t••• I r-------- - --i .375' 2 $ • •• r__----_, r -----� CENTER OF ••••et I I I I I I 0 W • • • • I ( I I ANCHOR HOLE t I MIN. Z 1.250' • 1.25•'--j • I I I I MUSTLIE WITHIN I I J 6. • ••••• I I I I I THE DASHED • • • I I I I I BOUNDARY.SEE I I Z Q Q N O •• • SHEETS 5-20 FOR i _ _____I Q Z • • •• 2.875"F I --- I I I THE ANCHOR O.C. F i i ~ Z oD •••• t••• •• •• 3.94' i i i F DISTANCE. I I Zm o�a� ••• • • I I I I I I ANCHOR HOLE I I IMUM1A O �! ••t• ••• •• I I ( I I J Y Y LLI 3.2 3.250' I I I I I DIAMETER: F J UJ (n •• • NCHOR •��•• •• X00' .100' L___-__-J I L_----__J DAMETER+1178' c_____________________� Q Z O O •• t • • • _ 2X5 ANGLE CLIP � m O�,O ,100• • q• 624' L STANDARD CLIP U-CLIP 60 0 EW ALUM c�x •• • •y-� -�- CENTER OF ANCHOR HOLE MUST LIE 6083-T6 ALUM. 8063.76 ALUM.• C • TOPVIEW TOPVIEW • --i .820" F�F•• �I:20' I•--�1 ---1 -620" F-- WITHIN THE DASHED BOUNDARY.SEE • 1.25"X 3.25•X.100' 1.25•X t5-a.624-• 1.25"X 3.94-X.624" SHEETS 5.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. ••••• DISTANCE.MAXIMUM ANCHOR HOLE Dimension Vdue In For Mullion: Dimension Value(in) For Mullion: MULLION t MULtdON • MULLION DIAMETER:ANCHOR DIAMETER+1116'. ( ) 6005-T5 AR1 .a••• 6005-TS ALUM. 6005-T5 ALUM. .87 X4' F 1,99 1.25'X 3.25" X-SECTIONR • XSECTION X-SECTION G 7.000 .125" G 0.500 X.624' H 2.680 Alutnlnum H 1.438 Aluminum 3.469" 5.600"� 1 3.000 Tube Mullion 1 3.250 Tube Mullion 2.661" QAII .375' .375" F 3.187 1'X4"X F 2.625 1.25•X 3.94• 1.377"'1 •125' MIN. G 0,767 .375" G 1.125 X.624" ___ -_-� �_______� H 2430 Aluminum H 1.600 Aluminum 1-COUCEREVISED j I I t I 3.000 Tube 8'T' I 9.250 Tube Mvnbn a complying with[he Florid, I I I I F 2250 1.25'X3.25" F 2.813 30•Sa Mull Building Cods I I I I G 0.750 X.100' F 2.875 45'Be Mull Aceepl- X',(fo-ev .03 .125" i i i i H 1.500 Alunirtum P-pimli Date $OQ) .125' 2.250" i I I I 3.250 Tube Mullion By 30'-1. I I H I Mi Dede Product I I I I TABLE D 3.250.45'BAY MI I I I 30'BAY MULLION 6063-TB -_-I II I Mull Dimension POTPerlg6063-T6 ALUM. I X-SEC �- ---�-J (sheet#) Mullion Sltl.Clip OffsetClip U-Cllp Anple Cllp X-SECTION 'ENS X4' G OFFSET CLIP 1'X4'%.125'(10) 69364 886111M 8881122M BB8241M 668518M �� • .iC T I 1 .128 I 6063-TB ALUM. 1'X4'X.375'(11) 68810 606112M ON1123M 6%242M 666519M X10.58705 ,228"J �,981'� 6��I'^.981"tet .740' TOPVIEW 7•Xd'X.375"7(11) 66553 ON112M 6661123M 660242M 6W519M NOTES: E 1,25•X3.25'X.100'(13) 20160 8881127H 6881724M 8862410M 8865115M 1.25-X 3.25'X.624•(14) 20161 8861128M 6881725M BM411M 6685116M �•-O '. G 1�� L(�lZ: 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. - 1.25'X 3.84'X.824'(15) 20182 888111TH 6681728M 888241M 686517M �' � ••. S 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. 30 Deplw(19) 88649 WA WA WA 6885110M ',,�.Cr''•.FLUR10?'!`�C/` 45 Degree(20) 66650 WA WA WA 8665111M S.S'( 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LYN,r`S�`Q*58705 870 58705�.E. FL P.E.att TABLE E h Mull Dimension PGT Part# • (sheet#) Mullion Std.Clip U-Clip Angle Clip 'j f-"-•125' --{f--.125" �I I--.125' �c� 2"X4"X.25"(16) 66602 686261M 666271M 8665112M 2"X6"X.25"(17) 66604 868282M 666272M 6885113M I STANDARD CLIP I U-CLIP 2x5 ANGLE CLIP Q 8083-T6ALUM. 6063-TS ALUM. 6063-TO ALUM. o� O 2.000' I X-SECTION 2.125' X-SECTION 2.000' X-SECTION NOTES: 04 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I •125' I .125' .125' Nm W DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. --------------I L 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE I HOLE LOCATIONS. I---1,4gp•--1 O w 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500- � _ CUTHERETO fJ N 3.500"�''� CREATE F-CLIP, 5.000" 375" m w oo 2.000" .375' t �_SEE DETAIL F, .376" FC 375" MIN. Z y MIN. SHEET4 MIN. �' F-. O ,J •• z J • • •••• • : i-------- --i-- -------i -- -- --- ----T Z W£ m ------------ I - • • a w • •••• I I Z 4.aa•••• � i I I Q zi • • 4 -I-- --- --I- 3.438' 4 + 3.438" .250' �••• 0tX411<.25" I 4 9 I Z • •••• ••••• N i 3.438' I i ZQ Z ODUM. O • •• •i-JE�TION I I i i .375" Fn Z- B a ---------J LLJ • •••: 1000000 _ STANDARD CLIP U-CLIP,6063-TB ALUM. 2X5 ANGLE CLIP Q Q O O CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. SED FOR 2-X 4"MULLION,SHEET 10 CENTER OF ANCHOR HOLE MUST LIE 6063-TB ALUM. O" Z�(n f0 .250' • •••••• WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW m O lease SHEETS 5.20 FOR THE ANCHOR O.C. SHEETS 5.20 FOR THE ANCHOR O.C. - 0_ • • • • • • DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER f 1118'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER«1/16'. • • • SHEETS 5-20 FOR THE ANCHOR O.C. 0000 *:*so:• • _ 5.500" DISTANCE.MAXIMUM ANCHOR HOLE CU7 HERE TO DIAMETER:ANCHOR DIAMETER*1/18'. 5.000" 2.000" 3.500""� CREATE F-CLIP, r- -� .375' I_SEE DETAIL F. '37S ,375" MIN. r SHEET4 MIN. MIN. .375' I I 1 I I I b:G4?UCl'REVISED complying wilh the Florio I I Building Acceplence NCode o I I I I E pirnlion.Dale By I 4.888" II - 5.438' IiI -----i6.000" ;I rO\alCC" .250• ill�l�ElnnAISL)J. <,F'lF, 438" 5.438" 5. " 1 ` O ......., ,4 p.•/`(' -e 2'X8"X.25" MULLION 6063-T6 ALUMI No.58705 X-SECTION .375' MW. i - _-L-- '�D- -------------------� STANDARDCLIPU-CLIP 2X5 ANGLE CLIP 0121P021� 8063-T6 ALUM. 8063-T6ALUM. 6063-T6 ALUM. TOP VIEW USED FOR 2'X 6"MULLION.SHEET 17 TOPVIEW TOPVIEW A.LYU14 FAILLELR,P.E. FL P-E.#68705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4•.THE OPENING REQUIRES A DESIGN PRESSURE OF+60,01-60.0 PSF. - 1 1"INITIALLY ASSUMING THAT A WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1"=65'.REFERENCING SHEET 25,THE COLUMN USING NO ANCHORS IN HEAD u --- RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4•AND WILL MEET OR EXCEED THE REQUIRED t DESIGN PRESSURE OF+80.0%60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. 1{ � "-SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X 2.75'X.375'MULLION(LENGTH-72',OPENING WIDTH=70•)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD {3 O FENESTRATION DETAILS, PRODUCT'$ SHEETS NOT BE SUITABLE FOR THIS APPLICATION. ° pY U APPROVAL 2-3 FROM TABLE 4A,SHEET 8,THE 1•X 2.75'X.650'MULLION(LENGTH=72',OPENING WIDTH=70•)HAS A DESIGN PRESSURE OF+/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72' OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N LEN GTOH 2)USE TABLE 48 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 A m (- ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL. Z m N N DETAIL, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL _J W 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 ? _ 2.3W INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. _} IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, LU 'o NO ANCHORS I�7,,V*DTH W SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (0 W •_� 3r 636 LBS J •• ••• (60 PSF)X( )=524.9 LBS (MAY BE USED TO QUALIFY#W STEEL SCREWS FROM TABLE 48) j • • ii--� 72.7 PSF 2 • 6666 • • Z m • • •••••• • • THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2318'.THE OPENING REQUIRES A Z) • •••• • • • • • DESIGN PRESSURE OF+50.0/-55.0 PSF. J o u Z • • 6.0096 Q •0 0 0 FOR THE VERTICAL MULLION: F Q ` p ••• • Z r- 0006 •00• 0 • 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72•+1'=105"AND THE OPENING WIDTH IS 38'+36'+1'=73'.REFERENCING SHEET 25, Q Z 0 0 0• •••••• THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/9'AND WILL (nto s LI O 6 p 0000 MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. N Lu`� • • EXAMPLE 2: ILTIpIE MULLIONS *000 6 W a ••0-• a-0 • •0 0 0 0 FROM TABLE 3A,SHEET 7,THE 1"X 2.75"X.375-MULLION(LENGTH=108',OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF w N � • • MILL WIDTH--1 r- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. Q 9 FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(LENGTH-108',OPENING WIDTH=80')HAS A DESIGN PRESSURE OF-/-64.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z to U) • 6y� FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. .'O sp ••• •�•F, DET{[��1I,S, - m� 32' 6 FENES SHIT99. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2•TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36+36'+2'=74,NOT 73"AS PREVIOUSLY -� 0 r� PROD CT 0 2J ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN 0 6 APp0.6VAL 0 THE 73'DIMENSION(35-1/2'+35-1/2'+2•=73'). •6•• ,0 0 -- 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED L I CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8,CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTICAL I MULLION USING THE STANDARD CLIP WITH(6)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/1•GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER,AND LENGTH �-SEE SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. A DETAILS, DETAIL E. FOR THE HORIZONTAL MULLIONS: OPENING SHEETS 2.3 SHEETS HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4-X.250-MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FOR MULLION TYPE COULD BE CHOSEN. HORIZ. PRODUCT REVISED -ilhOw MULLION 72' B cemplyin�WiN the FIeLIdI 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32"+72'+2'=108'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE Building Code USED.FROM TABLE 12A,SHEET 16,THE 2-X 4"X.250-MULLION(@ LENGTH-42',OPENING HEIGHT=120'HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE AeKpmm No 16.021 S.0,3 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. piTelion Dale a021 SEE DETAILS. 2)USE TABLE 120 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMV JAMBS ARE 8' By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8",CARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH Miun Dade hedud 2J (4)3/16"ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1-GIVES AN ANCHOR CAPACITY OF 540 LEIS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 111 I I 1 ANCHOR CAPACITY OF 521 LBS. \tNL11`l LYNM kx/ 3$',HORIZ. 36',HORIZ. 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR L\GEIJSE '•,.'P LM ULL LENGTH MULL LENGTH CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A#12 STEEL SCREW. 'T' 140.50705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _+/-64.7 PSF FROM THE VERTICAL MULLION; S"T" Ot •+/-170.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO CMU; 1O+/A 70.0 PSF FROM THE 36"HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECTION). r�'.. f O. . _4Q THE LOWEST DESIGN PRESSURE IS+/.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. '� AC Ol110?'. ,r " ' VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION rr,,,�O�JA-. PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYhN MIULLR2,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, FL P.E.#58705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: I I PW PW PW n 0 I s= N -SH/DH SH/DH SHIDH SHIDH" 1 PW PW fn ,� m W I Z N I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j � U) S`L OF YVOIDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i HINGED ~ J •11 • •••••• • ••• i DOOR Z 7 • • •••• , • • L.G. Z • • •,,,,, I LOADING OF VERTICAL MULLION j • • • •••••• • • • • •�_ so** PW LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION F (L • PW _ I Z � Q N O •„• •• • •••• , • • I F Z 000099 _ - I PW PW N §p •••• PW u) C l a • /• •% IPW Z �• •.�• - I F Q N U) • _S41DH SHIDH I U O *so: _ - _ SH/DH ^ SH/DH I O • Q U �a Z�OsO • _ •••• �• ,• � � i SHIDH goes LfADIRODFIGERTICAL MULLION LOADING OF HORIZONTAL MULLION I SILL(qF WINDQWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I PW P77 HR - I _ I LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL I MULLION _ I PH HINGED I NOTES: ;i<GOUCT REVISED DOOR PW _ PW I I as complying with Wa Fkxida I1 1)DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL A—Mance N. j - _ PW CONFIGURATIONS. E Inn Data QO I PW CONFIGURATIONS NOT SHOWN By MAY BE EXTRAPOLATED FROM iun' Fmducl o I THOSE SHOWN. I j 2)IF THE LOADING TYPE CANNOT \\N'``'.( PW BE DETERMINED,USE ` '�'`O��OF_IdSF'/<<�j RECTANGULAR LOADING.PW PW •�' I / 3)SEE PRODUCTS'APPROVAL FOR \" No.58705 _. ---- - j ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLIONG] _ •,.�• ref 6• n' PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS 1 VVV 111 "L7L OF C.•�_ LOADING OF VERTICAL LOADING OF HORIZONTAL A.�CAM N/ I �RI•d�E. MULLION MULLION FL P.E.#58705 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL'34275 -SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve.the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by-Miami-Dade County Product Contr6l Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: La1•ge and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control-Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for igspec bio oat the job+sitg atIbe request of the Building Official. This NOA revises NOA#15-0519.0%and cotsiSVotthls page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. . •• • • • • :0: •• . The submitted documentation was revteweVy Manuel Perez,V.E. ... . . ... ... MIAMt•DADE COUNTY �)S, •+ • • • • • : NOA No. 16-0714.03 't• • ; : •• • :• I• Expiration Date: July 30,2020 ego 0 0 Approval Date:-August 18,2016 Jill Page 1 ... . . . . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation --LM", sheets I through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal®spacer system, Super Spacer°NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)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)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5f" Edition (2014), dated.Q5=15,prepared by manufacturer, signed and sealed by Anthony Lynn Millei'11 4. .•; . . ..0 • (Submitted under pr.-j4ous:NQQ jT4!1S-*519'05) Manuel P ez,P)E. • ••• • • ••• ••• Product Control Exam' er • • • • NOA No.16- 4.03 . . . . . •; ;• •• ;• ;• Expiration Date: July 30,2020 •• ••• Approval Date: August 18,2016 E-1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc,for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5t'Edition (2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) 2. Statement letter of no financial interest, dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NDA No. 15-0519.05) 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung•Wiadow.L.M.I."cpproved on 07/30/15 and expiring on 07/30/20. Manuel PerFI +. • 0•0 . ... ... Product Control Exam er . . • • • . • NOA No. 16-07 4.03 ': :. : : •' :• :. Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 .•• . • • • •.. . • • • • • • • . • • • • • • . • ANCHORAGE EXAMPLE FOR 28-1/8"MAX.O.C. 21-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING � � RADIUS-TOP 54"MAX.BUCK WIDTHFOR ARCH-TOP HEADER(SIM. 12"MAX.FROM MAX.OCFOR HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE FOR ALL FRAME SEAM -----430" 12'Mme• / / y INDOW TYPES) WINDOW TYPES) SHEET 3�. LEVEL,SEE SHEETS 8-7 IMPACT RESISTANT B,SEE ___ MAX.O.C. .[f 52-1/8'MAX.BUCK WIDTH / A,SEE F 10"MAX.FROM _ SEE SHEETS 1.114" '-' -'�"1 . B.SEE i 30"MAX.O.C. �I SHEET3j I FIXED VISIBLE 12"MAXFRAME SEAM / D.SEEr 8&9 SHEET 3 .___.��- _ - '12"MAX. + _ - LIGHT WIDTH �- �j' SHEET 4 � l A,SEE— '-' (T I B,SEE ._._. 30"MAX.O.C.�1 -- 12"MAX. -l.•� 12"MAX. C,SEE r-' r'. SHEET 3+ II � � SHEET3� � �— SHEET4 1 1 11 I FIXED _ _ _ j 1 / + EQUALLY - i / VISIBLE A.SEE -12"MAX. I / SPACED I LIGHT SHEET3t I / EQUALLY I I 17.718"MAX.O.C. 17-7/8"MAX.O.C. ANCHORS PER ) 1 SPACED j l TABLES 9-11 j HEIGHT EQUALLY I I I ANCHORS PER I 1 / - / I 1 17.718"MAX.O.C. TABLES 9-11 O I! I 91.78" SPACED I I 1 1 / MAX ANCHORS PER 0 1 1 I I 84" I I 84' j 1 BUCK TABLES 9-11 I I / 62' O I BUCK MAX. HEIGHT - MAX. I I HEIGHT 10"MAX.O.C. BUCK 10"MAX.O.C. I 10"MAX.O.C. BUCK I AS SHOWN X I I 4 HEIGHT X I 4 X �.I 4 HEIGHT X 1 1 {� (91.78' L._.__._ 1 i 13-3/4"MAX.O.C. I 1 MAX.) EQUALLY I 113-3/4"MAX.O.C. EQUALLY / SASH 113-314"MAX.O.C. EQUALLY I SPACED I� SPACED j VISIBLE 1—L SPACED L'-"--" SHESEE ETS J ANCHORS PER 1 ANCHORS PER j LIGHT ANCHORS PER 1 TABLES 9-11 • / TABLES 9-11 HEIGHT TABLES 9.11 I I C • • •�•• • •_ A� j A l 1 / f A 8&9 •••••• ,6-12'MAX. 6-1/2'MAX. 6-Irr MAX. NCHORSAT ILL _ _ •••••• 13 •-�; BEE SILL WEEP- 8 --- .-1�ANCHORSATSILL 'lI SEE NOTCHL WEE- B 54"MAX BUCK WIDTHL NSEE OTCH DETAILS,WEEP- D-- J 11/4 NSEE OTCHLWEES, • 54"MAX.BUCK:IDT.4 ��NOTCH DETAILS, SASH VISIBLE • SHEET 3 LIGHT WIDTH SHEET 3 111�� SHEET 3 SHEET 4 • ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ••• ELEVATION feR TYP.EQUAIILECiFRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION •• OWN VAI L-LITE RATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN • • 75"HEIGHT SEE TABLES 7-11 ••••• • - (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:9ERIE6 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................I 4I ffl1ls I�MDUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.... 1 4)SHUTTERS ARE NOT REQUIRED WHEN UPISM IV%4I 0-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. FRAME,GLASS&ANCHOR FQ I� ONRY APPLICATION222SSS IN MIAMI-DACIP COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS.............................2 QN�f RE MASON Y l�J t D CONC04ETM SIIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 4)PJL WOOD BUCKS��SS 1-1/2"TH K AR� OBE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEG/BOX.................3 pEPICTED AS 2X ARE 1-112"TH CK OR GR ATER. NO 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN ••N11=iALLATION IS THE REOPONSIBILIT`(#OF THE&ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J •CHANNEL......................4 5)ANCHOR EMBEDMINIC4r0Il0p•E MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................5 SHOULD BE SEALED.OVERALL•SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6-7 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8-10 7)DESIGN PRESSURES: EXTRUSION PROFILES. .. .............11 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ASSEMBLY&PARTS LIST...........12.13 S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL,ADM-2010 n cvmptyiog with the Fkw* 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ AISI-S 100-07/S2-2010 Building 0)& LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&A UMINUM DESIGN MANUAL A,t..No 16.0 14.•(�3� 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ,�•., `•" ;;� ReWsed By. Oct.: ReWsion: E„I�ration D>9e /� USER INSTRUCTIONS: JR 05/05/16 A)ADDED SPACERS By TO SHEET 11. Mi-rd, d Mi-rc000-ot 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Rsvlssd By: Dots: Revislon: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS, 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN "' PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW _ ® Descrip8on: Drown By: OPENING OBTAINED IN STEP I. �K (b . .:! - GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOWSUBSTRATE WILL MEET REQUIREMENTS FOR G, .t,; 1070 TECHNOLOGY DRIVE 17Y.: 3•f Dafe: YOUR OPENING'S CONDITION FROM TABLES 20R 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET, N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05!15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. .- C'. '�'. � - (941)-480-1600 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, /A.!''/' " ` Sed../Model: Scale: Sheet: Drowing No. Rev: IiYNN1(.LER�P.E.\ INTEGRAL FIN OR EQUAL LEGIBOX). PE.#58705 CERT. OF AUTH. #29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame ce GlaDesign Pressure Type Description(Elated from Exterior to Interior) Ta bla# Sheet# Types Options Contigs Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 718` aria er 4,5 6 6 7/8"Laminated I.G.:118"T Exterior Cap+7/18"Air Space+5116'Laminated;(2)Utes of 118"A Glass with.09D'PVB Interlayer 4 6 ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 Equal-Lite, Arch-Top&Rect., 7 .. " + " eted• Utes 116' 5-16 OrielfProeiew AroMgThrough the frame ....into Concrete/CMU-sheet 3,option 2 ' #2 8 7/8'Laminated I.G.:3/16'T Exterior Cap+3/8"Air Space+5116'Laminated;(2)Lites of 1/8'A Glass with.090'PVB Interlayer 4,6 6 of the window......( ) &Cottage Radlus-Top •.•.through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 9 7/8"Laminated I.G.:116"A Exterior Cap+7/16"Air Space+We"Laminated;(2)Liles of 118"H Glass with.090"SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 718`Laminated I.G.:1/8'T Exterior Cap+7/18"Air Space+5/16"Laminated;(2)Lites of 1/8"H Glass with.080'SG Intedayer 7 7 Box I Equal-Ute, Square/Rect., ....Into 2X Wood Freme/Buckstrip-sheet 3,option 1 11 718"Laminated I.G.:3/16"A Exterior Cap+3/8'Air Space+5116"Laminated;(2)Was of 11W H Glass with.090'SG Intedayer 7 7 Eq5-16 Pr Through the frame ....Into Concrete/CMU-sheet 3,option 2 O 12 7!8"Laminated I.G.:3116'T ExteriorCap+318"Air Space+5/16"Laminated;(2)Liles of 1/8'H Glass with.090"SG Intedayer 7 7 (#4) g(#q) &Cottage Arch-Top Radius-Topp of the window...... ••••through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 13 7/8'Laminated I.G.:118'A Exterior Cap+5/18"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"SG Intedayer 8 7 ....foto Metal-sheet 3,option 4 14 7/8"Laminated I.G.:US"T Exterior Cap+5/16"Air Space+7/16"Laminated;(2)Liles of 3116'A Glass with.090"SG Interlayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 15 7/8"Laminated I.O.:3116'A Exterior Cap+1/4'Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090'SG Interlayer 7 7 J-Channel Equal-Lite, Square/Rect.,Integral fin...... ...,Info Metal-sheat 4,option 7 5-f1 Oriel/Prwiew Arch-Top& 16 718"Laminated I.G.:3/18'T Exterior Cep+114'Air Space+7118"Laminated;(2)Lites of 3116"A Glass with.090"SG Intedayer 7 7 (#1) &Cottage Radius-Top Through the frame ....Into 2X Wood Frame/Suckstrip-sheet 4,option 6 • of the window...... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES 5,7,9,11,13 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Integral Fn Equal-Ute, Squara/Rect.,integral ....into Metal-sheet 4,option 7 GroupAnchor Substrate THE HVHZ ABOVE 30'. 5-8 Oriel/Prmiew Amh-Top& Thr the Distance Embedment" • (#3) Through the frame Into 2X Wood FrameBuckstrip-sheet 4,option 8 &Cottage Radius-Top g #1S SIRS • P.T.Southam Pine(SG=0.55) 7 16" 13/8" of the window...... ....Into Metal-sheet 4,option 8 • • Steel,A36* 3/8" 0.050" •MIN.OF 3 THREADS • ••• (steel,0 S.I'.�. ee tud, 653 Gr.33* 3/8" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES • Or 410 S.S.) • A •••••t Aluminum,8063-T5* 3/8" 0.050" SUBSTRATE.FOR 'A'=ANNEALED • ••• P. So the ine(SG=0.55) 7/16" 1318 STEEL STUDS, n-. 'H"=HEAT STRENGTHENED MIN.Fu=45 KSI& T=TEMPERED • 3116"steel Yltracon Owwalaw(win.2.65 ksi) 1" 13/6 MIN.Fy=33 KSI. ` 2 "PVB'=.090"BUTACITEG PVB • UngS d ,(ASTM C-90) 2-1/2" 1-1/4" v 4 0 BY KURARAY AMERICA,INC. "UNGROUTED CMU" • • P.T•SOuteem Pine(SG=0.55) 9116" 1^3/8" VALUES MAY BE BOX OR 'SG'_.090'SENTRYGLAS® '000 #12 Ctrs• l ,A36* 318" 0.050" USED FOR GROUTED EQUAL- INTERLAYER BY KURARAY • (steel 1 S.S. FLANGE AMERICA,INC. • • or �)•• Stsela9lull,A653 Gr.33* 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG • I ,6063-T5* 3/8" 0.063" EQUAL-LITE ORIEL COTTAGE • • Concrete(min.2.85 ksi) 1" 13/4" o • 114"steel Wtracon C Un ,(ASTM C-90) 2-112" 1-114" FIGURE C:FRAME SHAPES • 0 1/4"steel Cretefleir Gomwdse(min.3.35 ksi) T' 13/4" BUCK WIDTH BUCK WIDTHI►—--�BUCK WIDTHI-- • 1/4"st6e;0Il7hTcZ 6oncrPjq,(mIn.2.85 ksi) 2-112" 13/4" 1/4"steel Ultracon P.ASo•therr•Pine(SG=0.55) 1" 1-3/8" T F 1 3 1/4"sV�`Cjq4q➢ C Crete in.3.35 ksi) 2-1/2" 1-3/4" cs cn • • Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" _ _ w F J-CHANNEL INTEGRAL D 1/4"steel Creteflex Y Y w r c1= P.T.Southam Pine(SG=0.55) 1" 1318" � � 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1-3/8" m' m w m w 1/4"steel Aggre Gator P.T.Souther Pine SG=0.55 1" 13/8' i Grouted CMU,(ASTM C-90) 2" 2" RECTANGULAR RADIUS-TOP ARCH•TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as complying with the Florida Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Uuitdins Code Group Anchor Substrate Distance Embedment' THE TABLES ON SHEETS B-10. Ac -Plaoce No/6-0714-OS OS ReWesd Sr. Oats ReWelon: Lhpimli�in UnlE, -r"Gv2O E 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 3!8" 2-7/18" 2-112"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/18" Myirtmi sda Pradaet Can eii P.T.Southern Pine(SG-.55) 1/2' 1-3/8" ReWasd By: Data: ReWslom #10 Trusshead SMS Aluminum,6083-T5* 3/8' 0.050" , V (steel,18.8 S.S. Steel Stud,Gr.33' 3/8" 0.0451'(18 Ga.) , - ® Desortp0on: mow^Bl" Or 410 S.S.) 'MIN.OF 3 F Steel,A36' 3/8' 0.050" THREADseevorlD /ten I'1 �6 :' `:' GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southern Pine(SG=.55) 9/16" 1.318" THE METAL 1070 TECHNOLOGY DRIVE Rlle: Dots: #12 SMS Aluminum,6063-T5' 318' 0.063" SUBSTRATE.FOR ';., N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. Steel StudGr.33' 3/8' 0.050' STEEL STUDS, (941)-480-1600 or 41 ,0 S.S.) MIN.Fu=45 KSI& I#; :,) Sed.s/Model: Scare: Shast: praMrp No. Rev: Steel,A38' 3/6' 0.050" MIN.Fy�33 KSI. A.'LV.NN!686R)F�\E. CERT. OF AUH. #29296 SH-5500 NTS 2OF 13 MD-SH5500-01 A - P.E. 58705 TALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 (— EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4"MAX SHIM 16 1/4"MAX SHIM �-( �- FRAME OR BUCKSTRIP. T— I „ SEE NOTE 2,THIS SHEET. EMBEDMENT T _ SASH VISIBLE 17 O EDGE EDGE 0� 18 LIGHT WIDH FLANGE FRAME DISTANCE DISTANCE SHOWN 44 BALANCE u �1/4"MAX TYPE VARIES - -- - TVP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, EMBEDMENT AND_ WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE IIInN�� ///JQ 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER L_M�/LJ 31 I—DISTANCEPER DISTANCE PER SUBSTRATE, SUBSTRATE, :° EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. � EXTERIOR� O 4 DISTANCE SEE TABLE 2, 818 � 87 SHEET 2. > FIXED VISIBLE FIXED 19 20 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE LIFT RAIL FRAME I 2 _ LIGI-g JI BUCK WIDTH LEGIBOX •HE FST• FORALLWINDOWS: NOTES: SHOWN F FRAME • •• I 1 ANCHOR @ 3.55" HORIZONTAL SECTION A-A SHOWN • .Too •• i• 48FROM END AND AT 1)USE ONLY •• • 21 CENTER. SUBSTRATE-APPROPRIATE • IANCHORS LISTED ON TABLE 2, ••••• O I 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND •• • 2 -- OVER 36"WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. D ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. • 14 45 46 SCREWS @16-3I8' INSTALLATION OPTION SHOWN MAY 47 O BE USED ON ANY SIDE OF THE • 35 •••• • • • FROM END.FOR WINDOWS WITH WINDOW. 1/4"MAX 4 BOTTOM LOCKS: SHIM gds• •• 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE #10 OR#RI STEEL 1/4"MAX. HEIGHT •• 50• • USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM ••••• • SCREWS @ 8-3/8' SMS(G5),SEE • 85 • FROM END. SHEET 2.ALL WOOD BUCKS LESS 0 TABLE 2, Old • • 30 THAN 1.1/2"THICK ARE TO BE •• •• S tl• •• CONSIDERED 1X INSTALLATIONS.1X SHEET 2. • fXTERIOR VIS CFy WOOD BUCKS ARE OPTIONAL IF LIWJ• •• UNIT IS INSTALLED DIRECTLY TO •• •• HEIGHT SUBSTRATE.WOOD BUCKS k1s 16 DEPICTED AS 2X ARE 1-t12"THICK • 88 USE EITHER OR GREATER.1X AND 2X BUCKSPT OF LATCH OR (WHEN USED)SHALL BE DESIGNED•• _�_• 30• 85 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE Q EQUAL a TESTED UNIT THE INTERIOR • 8 31 FROM SASH END. RELOCATION:6,W SPONSIBILITY IGN STRUCTURE. OF THEON IS THE ENGINEER SHOWN o SHOWN ��o ME NOTCHES AT EACH END. 80 OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION f 1 INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT RRVISBD 67 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH as-plying with the PMd& EQUAL-LEGIBOX �O 114"MAX SHIM BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL Ompttg Late FRAME SHOWN Aceapbnoc ` -D O ReWsed DY: Data. Revlalon: I`xpi.1k.Dnte •1/✓ By .27"X 1.25" - NO ANCHORS Mjnn��d.pmdm�tCmly t WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS Revised Sr. Data: Ravbkl : W/COVER @ 38 ° ° FLANGE OR 2.87"FROM EQUAL-LEG WIDTH '3 ' EACH END. FRAME SILLS QSASH:BUCK WIDTH-6-1I2" 1,_: ® Descdptlan: Drawn�^• FIXED LITE:BUCK WIDTH-4-3/8' �,� �6 FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) ``r 1070 TECHNOLOGY DRIVE TRI.: Da N: VERTICAL SECTION B-B BUCKHEIGHT/2.3-15!16" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 Series/Model: Smle: Sheet: Drawing No. Rev: 'A.LYNN MIL ER',P:E. CERT. OF ALMA. x/29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME,T BUCKSTRIP.SEE INTO 2X WOOD FRAME OR FF EDGE DISTANCE ANCHORED THROUGH INTEGRAL I� EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR a1/4'MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. -.--- o (SCREW SHOWN) 44 BALANCE TYPE VARIES _ Q EMBEDMENT T1/4"MAX SHIM n EDGE ,� 42 WITH SASH 1 TYP.ANCHOR TYPE. DISTANCE � � /^ WEIGHT 5q 30 �aEMBEDMENTPER SUBSTRATE, ULJV 31 O GE DISTANCE PER SUBSTRATE, �fu SEE TABLE 3,SHEET 2. ( EXTERIOR TYP.ANCHOR TYPE, 18 (NAIL SHOWN) 87 INTEGRAL EMBEDMENT AND EDGE C= FIXED VISIBLE 1c, 3 PER RATE, FIXED 19 20 OPT.SASH TOP J-CHANNEL LIGHT WIDTH FRAME SEE TAB ESHEETT VISIBLE 1�— LIFT RAIL FRAME 1 SHOWN (NAIL SHOWN) LIGHj• NOTES: SHOWN 1EIgHT • FOR ALL WINDOWS: • • •• •• 48 1 ANCHOR@3.55"3.55" 1)USE ONLY • BUCK WIDTH • • h� FROM END AND AT • 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ••••• 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 OVER 36WIDE: t/4"MAX.' OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. ••io•• 2 • 0 ADD ADDITIONAL AND EDGE DISTANCE LIMBS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2 8 3,SHEET 2. • • SCREWS @16-3(8' INSTALLATION OPTION SHOWN MAY • 140 45 48 47 O BE USED ON ANY SIDE OF THE 35 •• •• • FROM END.• _ FOR WINDOWS WITH WINDOW. BUCK •• BOTTOM LOCKS: �.l .R.12STEEL (�. 1!4'MAX. -I�IrhTT• 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING I SHIM •• •• •• • • SCREWS Q 8-31W USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE I • 5 • FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, Q� • • • 30 THAN 1-1/2"THICK ARE TO BE SHEET2. ••111•• SA L•iCTERIOR VISIBLE• • CONSIDERED IX INSTALLATIONS. • 1X WOOD BUCKS ARE OPTIONAL IF LIG"• • UNIT IS INSTALLED DIRECTLY TO •• •• ••• HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1.112"THICK •• • j • 18 OR BOTTOM 86OR GREATER.1X AND 2X BUCKS • OPT. LOCK(SHEET 3). Q Q 00000 �• 30 85 83 TESTED UNIT TO PROPERLY TRANSFER LOADS HALL BE D Q FIN AND/OR Q INTERIOR • 1 LOCATION:6-518" TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED IN-FIELD FROM SASH END. WEEP DESIGN AND INSTALLATION IS THE �D�o NOTCHES AT gp p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. (VIII NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT RrV)SBD OPENING)IS MEASURED FROM ea~n Plyjvs with the pimit1 INTEGRAL FIN 1/4"MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL SHIM BEADING TO BEADING. Acco my Cods INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) wepmn.Nof FRAME SHOWN o ..\`�- Revised By: Oats: ReNalon: F ,imt' Date MIDt 27"X 1.25'WEEPHOLE T �CV;.. 38 W/COVER 2.87" T —; 1'; tOvt,xmi ode Product C., FROM EACH END. I VISIBLE LIGHT FORMULAS Revised By: Date: Revision: TYP.ANCHOR TYPE, O EDGE DISTANCE - EMBEDMENT AND EDGE � WIDTH - DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6-1/2" /, �.;I �/ ® Description: Omen By, SEE TABLE 3,SHEET2. �•1 EMBEDMENT Q FIXED LITE:BUCK WIDTH-4-3/8" - u to a J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-LITE) •L 1070 TECHNOLOGY DRIVE 71t1e: Dote: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12.3.15116" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN '/ (941)-480-1600 INTO 2X WOOD FRAME OR BUCK- //� r,' ' Serbs/Model. Seth: Sheet: Droving No. Rev A.'LYN E#587 5�,E. CERT. OF AUTH. #29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 A STRIP.SEE NOTE 2,THIS SHEET. P. 58705 —►{ 7/8"NOM. 7/8"NOM. 718"NOM. 718"N M. 718"NOM. 5/16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB I I 5/16"A/A PVB 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE— 7/16"AIR SPACE 1/8"A_GLASS 1/8"T GLASS 3/16"A GLASS--\ 3/16"_T GLASS 118"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 78-79 78-79 78-79 76-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718"NOM. 7/8"NOM. 718"NOM. 718"NOM. +{ 711"NOM, �- 5/16"H/H SG 5/16"H/H SG I 5/16"H/H SG I 7/16"A/A SG 7/16"A/A SG i 7/36"AIR SPAOB► • 318"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE •••0 1/8"T GLASS • 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS •.... G]EX'ERIOR• • • a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR • • •• •• • 0*00 • • • 76-79 76-79 78-79 78-79 • •• •• :•••.GLASS ViRlix LASSViRlix 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 ••••• •••••• 7/8"NOM. —►{ 7/8'NOM. • •••••• — ••••• •••••• •• • • • ••• 7/16"A/A SG 7/16"A/A SG •••• • • 1/4"AIR SPACE 1/4"AIR SPACE •••• 112"NOM.GLASS GLASS TYPES 9 THROUGH • 76•'9 BITE TYP. 16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR 31 GLASS TYPES 5.7.9,11,13 78-79 763 8 15 MAY NOT BE USED IN EXTERIOR 78 THE HVHZ ABOVE 30'. PRODUCT RM. SED as complying tvilh the Fhtids a GLASS TYPE 15 GLASS TYPE 16 A° pg ode b d3 36 30 Ex imtion Uate ReWsed 8y: Dote: RevBlon: L�520 By , Miam'Uedc Product Revised By: Dote: ReWston: • GLAZING NOTES: *A"=ANNEALED _ ® DescrlPlton: Drown fay: TYP.GLAZING DETAIL "H"=HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI 'T=TEMPERED r!t p "PVB"=.090"BUTACITE®PVB BY KURARAY AMERICA,INC. I ` :•t:- 1070 TECHNOLOGY DRIVE Title: Dote: 'SG'=.090"SENTRYGLASOBY KURARAY AMERICA,INC. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ',:./ (941)-480-1600 Serles/Model. Scale: Sheet:t: No. ReW ,...LYNN hIILLER,RE� CERT. OF AUTH. #29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A A.E.763t1705 LE 4: TABLE 5: TAKE -6: 2 Olawryr Bamm Swn Design Pressun,IbalR' aleatype. DealgnPreaaure,Ibalft a Ge..dpknbplan sesnl4.pht GlDesign Pressure,IbslRe 5.6.711's R.M L..I R.nps•-- Rw o.) VN1nd.w Bask V6dth n R2 Helaht SMS t04e 51 2S +BS.D/•70.0 Mint L.v 23.5 Equ.Nm. 11394 .65.0 -70.0 .M.0 -70.0 R.R1 For 11W.0av5...hal2.s &W. Cate. 14.517.15.070 +65.0 -70.0 +05.0 .70.° For al window end sash.kw2a EgwHes 11.503.14.616 40.0 -70.0 +MA .70.0 SEE TABLE 9,SHEET 8 FOR stral m Pw.1w 11.3n-11.582 46&0 -70.0 .65.0 -7°.26 SEE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tallest 23.517-2&x66 +65.0 .70.0 +65.0 .70.0 ANCHOR G TITY. s.ndvd cal.p. 20.958-111516 +65.0 -70.0 40.0 .70.0 31.375 Eg061k. 17.517-20.267 +66.0 .70.0 +0.0 .70.0 St.nd.N Pt Aar 11.577-17.610 +85.0 -70.0 465.0 .70.0 0 shsde.t 11.371-11.510 +85.0 1.70.0 1405.0 .70.0 c TOW 271M3.31AII 40.0 -70.0 465.0 .70.0 Cwlom 01. 20.517-27.502 +65.0 .70.0 +65.0 .70.0 O SWWW Cab. 23.517-2x516 +85.0 -70.0 +854 -70.0 HEADER 44 Eges Am 20.517-23.616 465.0 .70.0 +65.0 .10.0 HEADER Sbndald PfWaw 1 17.517-20.516465.0 -70.0 +85.0 .70.0 23 C.Iam Slee 14.517-17.518 +65.0 .70.0 +05.0 .70.0 23 SMftl 31.583-35.511 465.0 -70.0 +05.0 -70.0 - Taiest 31565-3&911 465.0 .ro.o 465.0 x040 Sbndnd Cat.. 20.517.31.682 +0&0 -70.0 +65.0 .70.0 Q E9,Wke 20.517.28.516 465.0 .70.0 +65.0 -70.0 p �1 MEETING RAIL 4e sbno.,d woAaw 17.517.2°.518 +65.0 -ro.o +6540 .70.0 MEETING RAIL •• J Cutwnslz. 14.517-17.518 4aS0 .70.0 465.0 -10.0 26 C.bmslz. 12.517-14.516 +55.0 -70.0 +85.0 .70.0 27 ° EXTERIOR• •• ` shutal I 11.377-12516 4M0 -70.0 465.0 -70.0 EXTERIOR • R • • ••••• v c- T.1- 33.m6-37.530 +8&0 -70.0 465.0 -70.0 • • III, SbWNab nCps 26.517-31 85 207 +650 .70.0 + .0 -70.0 • • 23 4 D Eq.". 23.517.M510 655.0 -70.0 +05.0 .70.0 23 ••••• !IAMB • • • • • 40.625 Cwbm slxe 10.x17-113.511 465.1 -70.0 .65.1 -70.0 JAMB • • •••••• EXT ERgR SASH Stwd d PaA- 17.577-20518 +65.0 -70.0 +85.0 -707 EXTERgR SASH HEIGHT 6n Sbs 35.517.17.511 465.0 65 .70.0 +05.0 -70.0 a HEIGHT • •••• •• •• Cesbm Sha 12517-14.516 +65.0 -MA + .0 -7040 ••••• • • • • 9ho al 11.377-12 510 +55.0 -70.0 +65.0 -70.0 ••••• •••• •••••• Tallest 36.517-41.658 +06.0 .70.0 +MA .70.0 • •• •• •••• 3-dadq.14R.. 31.517-36510 +9&0 -70.0 +0.0 .70.0 ••••• • • • • 23 Eq..uk. 20.511-31.510 .6&0 -70.0 405.0 .70.0 23 • • 60009 SwM al PmAew 23.517-28.519 +65.0 -Me -No -70.0 0 ••••• ••••••SILL e7. C.-St.. 110.517-113.510 .65.0 -70.0 4650 .70.0 SILL • • • Qnbm She 17.517-20.5113 485.0 Me 40.0 -10.0 • ••••• C.-she 14.517-17.510 +85.0 .70.0 -MA 46.1 ••••• • ceslan Sl.. 13.017-14.510 +65.0 .70.0 +65.0 47.3 • •••• • • • • shnnal 11.ee4.1301e .65.0 .70.0 4054 415 • • • T.Ilat 30.517-41.654 +65.0 -70.0 40.0 .70.0 • • • o •• C..bm Sl.. 36.517-39.518 .65.0 .70.0 465.0 .70.0 0 ••• •••••• EpwWM 35.517-30.510 .65.0 -70.0 +68.0 -70.0 • • 75 Cubm Sir. 32.517.35.518 +65.0 .70.0 1+05.0 1.70.0 SECTION DETAIL FOR WINDOWS WITH zlasdP.M- 29.517-32.510 415.0 -70.0 +M.a .70.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 c ok,h8b. El'.2..6 405.0 -ro.0 +65.0 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE shot- 2&516.29.516 +65.0 -70.0 .05.0 40.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Egtoslk. 30.517-41.0" +65.0 -70.0 +65.0 .70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 94 Cesbmsl.. 3&517-3&516 465.0 -70.0 +65.0 47.3 CONFIGURATIONS) ataM.,d PwAwa usle-35.516 +0.0 .70.0 .00 4x5 PRODUCTREVISED 91.70 mat 41.658 +65.0 x0.0 +65.0 915 ss gotn140-18 With the Florid. Code SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Uuilding Acceptmta0 )6-0 I�s/^„� "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT•50.136 G:pt do DateIt Lf�j Re ad BY: Date: 17006m: it IN - By hdisati)9dc Fhodttcl Cpl r _•.-�hC ReWsad B)r, Date: R.Wslon: NOTES: - ® Dseorlptlen: Dl m sr. t� 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. DESIGN PRESSURE TABLE J ROSOWSKI '1� o' t �.. •' Date. 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. 1070 TECHNOLOGY DRIVE Title:N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 ,. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN -' - (941)-480-1800 Sarles/ModlSao e• fs: I Nast DroMnp No. Rer ON THE TABLE. / A:L'YNN;Mf..LL�ry.FIE. CERT. OF AM. #29296 SH-5500 NTS 6 OF 13 MD-SH5500-01 A P.E'#59id5 1 MII==�3EM1MUMMMMMMM 1110 ®®EM®EMMM®®UMCMEM®BIM EMMOTMKMMTMNMKMEMIEMMMEMEMIGMMMEMMMKMMMMMRMium � 1 ML ��pTgwmcmgmcmllmumgmmmmmMMEMIMMMMMEM�� IM=11111111rMIZIMM3113MMMIMMUMIMCMEM ErA="MrrmnmcmamlsmgmcmgmmMEMSMEMMMEMEMIMMEEMMEMmm NAMKWMMOMIEMMMISMEMIEMMMEMEMEMOMMMIMEMIMMEM go OrMT"MMMMMEMIEMOMKMEMEMNMEMOMEMEMEMMMKMEMKM 1�=r=M=1ZZ=MM9MsM9EMMM ErmTrm=gmmmcmcmcmgmlmmmmmEMEMEMEMEMOMIMEMIM IM'"TrMT=E39MamaEM11MCMIGIMIKIMIMM IMM ■EEMMEMEMMMEMOMEMEmimemmom9memsm 4 MMUMMEMM�MMUMMM ��CMEMNM�CMEMEMMMcm MMEMMMI� ��EMEMKMKMEMEMEMEMMmomom�mmusma=a��MmUM�MMUM ��mmmmgmmmgmcmcmmmimmmommmmmumamEm �■�MM��SM�IMUM mr4rmT�VmTmrmcmgmgm3mmmmgmcmgMEMEMIMMMMMMIMMKM EMMUMMEMMMEMEMEM®IMMM®EMmMMEMOMCM PRODUCTREVISED as complying with do Flod& I , .1 .. DESIGN PRESSURE TABLE -• • TECHNOLOGY1070 WINDOWN. 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VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '�•,t (941)-480-1600 Sertea/Modal: Scole: Sheet: D�owinq No. -FR-.,-. •'A!LYNNIAliLL9R,PE, CERT. OF RUTH. {J29298 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.E N 58705 TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL 8111 of Material BILI of Material,cont STRUCTURAL SILICONE # Part# Description Material # Part# Description Material STRUCTURAL 1/4"NOM. FOAM 3/16"NOM. POLYI1 620101 Singe Hung Frame ead&Jambs-J-C anne PVC 5 720197 Auto Lock Mechanism C Steel WITH OB DESICCANT WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX 46 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SHIDH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame Sill-Flange PVC 50 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SHIDH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7s 4SG TPS 77 SPACER NXTTM 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT POLYI50. DESICCANT FILL AREA BUTYLENE 21 620157• Beveled Interlock 6005 TS At 58 420180 Pivot Bar Comer Key PVC 5176"NOM. SEALVINT.GLASS 5116"NOM. • 22 620145 e e Intertock Cover PVC 60 720206 Pivot Bar SS BUTYL 8 LICONE SEAL • • 620150 Light Sash Reinforcement• 6063 T6 At 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED • 25 620152 h Reinforc enl 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL • t� • 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 7 620154 D Meeting Rall c ent 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 7858B #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS • 3 6Q300 rstrip,A oam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC Ki! • 61719 Wafherstrip,. W"Wo."iPolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS •oa 61825 W erstrip Plug, inseal 75 71646N Setting Block(7/8"x 1"x 1/8"),85+/-5 dura. EPDM 35 7BX1MTTiF MB x 1WPh.PH 90S(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum ODURASEAL@ O XL EDGETM �• 8)GTHP #8 x "Ph.PHS ting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum 7s SPACER 79 SPACER • 37 971669SP Meeting Rall Scm**#pow Plate 6063 T6 At 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC •• 720210 Weep 14ole Cow PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC • 40 720)0001 tmotant Force Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC • 41 #8 x 3r*'Ph.F Force Balance Screw) SS 85 7CASPM Tenslon Spring SS 00044 • Spiral Galance • • 86 61816048 IScreen Cloth I Fiberglass 43 720205 SpTrM Dalance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) I Vinyl 44 78XI14FPAX #8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) I 410 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System PRODUCT REVISED See this 77 Quanex Super Spacer nXr with Hot Melt Butyl us complying with nm FhwIdn Sheet for UiA��14>_07r4103 ul p1..de 78 Quanex Duraseal Spacer Materials L�npi ntimDete 7D20 79 Cardinal XL Edge SpacerRevised By: Date: ReWsron: / M'nmi Jade ProdacL REFE ENCE TEST REPORTS:FTL-8717,8968&8970 :�'i,'• JR 05/05/16 A)ADDED SPACERS .:.:I:..: ReWeed W Date: ReWelont ••1 —0 DeecdptIm Drown W, BILL OF MATERIAL(BOM) J ROSOWSKI 7070 TECHNOLOGY DRIVE Title: Dote: NOTES. •:_t N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ' I (941)-480-1600 SerieVW*del: scabSheet-: ShDrawing Rev.No. 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. ' A:LYN,1'{ItQLL'ER,P.E. 2)ITEMS#9-13.15,24,28,29,34,39,61,62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P E 1158705 CERT. OF Al1TH. {29298 SH-5500 NTS 12 OF 13 MD-SH5500-01 A s OPT.SWEEP LOCK p 46 a qg OPT.AUTO LOCK 18 / 47 20 57 OR 58 49 O o �51 OR 52 95 j T I 45 p � n OPT.PULL RAIL 22 ORS 19 INTERLOCK 8 COVER56 j p 87 86 o p i I 35 OPT. BEVELED MITERED FRAME WITH 1 I 21 INTERLOCK INTERIOR AND EXTERIOR 16Il Ij 'p &COVER FRAME WELDS i p 18 / 54 72 X4 • • •• 16 ••••�' • • • 72 X4 53 80 OR8 • fff�� 44 ,> :I •••••• •• AfiPGHEgtOBP % SCREEN ••••• • 49 60 OPT.PULL HANDLE ASSEMBLY • • 64 WITH LATCH DETAILS ••••• • CONSTANT FORCE 65 •:-' • 4140 1s a2 OR 83 • • ,%"•••• _ BALANCE •••••• OR OPT.PULL • • 40 OR®•••• 42 43 SPIRAL BALANCE HANDLE • 63 •••••• •••••• • • g7 • •• 1 16 d' t • • •••••• • MITERED FRAME WITH " P SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 66 - 3g DETAILS .�� EXTERIOR 53 38 O A 59 TMACHE , 53 aA c .'ttdl Pnp Cade+vh F 136�L1 FRAME ; Revlaed ey: Date: '._... Talon. L1XP w'1 lama N.,16-0 14.ag 'ndinn Dale Rev + ASSEMBLY �" +�; p"yg DETAILS Revised ey: Dote: Rewelon: _ ® Description: Drown By, EXTERIOR EXPLODED ASSEMBLY J ROSOWSKI NOTES: ! i�b 1070 TECHNOLOGY DRIVE 71t1e: Date: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS i1 1&5.OTHER FRAME TYPES APPLY. :.r" (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. - r 1 Serles/Model: Scale: Sheet: Drawing No. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.�LNRE 4 5870 i,P.E. PEM5g705 CERT. OF AUTH. //29296 SH-5500 NTS 13 OF 13 MD-SH5500-01 A