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WS-17-27 Miami Shores Village ; �etT]r Tae ,WilhdawsJ �a�i`s 10050 N.E.2nd Avenue NE tN 6 I � Miami Shores,FL 33138-0000 Phone: (305)795-2204 " T Staltu5y � �. DR 1x12/201 Expiration: 7/11/2017 IM Project Address Parcel Number Applicant 1019 NE 104 Street 1122320290130 JAMES ALVAH BAY Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JAMES ALVAH BAY 1019 NE 104 ST MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 24,802.19 BNT SERVICES INC (954)233-0126 Total Sq Feet: 0 Type of Work:REMOVE AND REPLACE 20 WINDOWS 3 DOO Available Inspections: No of Openings:23 Inspection Type: Additional Info:REMOVE AND REPLACE 20 WINDOWS 3 DOO Window Door Attachment Classification:Residential Final Scanning:5 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $15.00 DBPR Fee Invoice# WS-1-17-62531 $4.95 01/12/2017 Check*10492 $344.90 $50.00 DCA Fee $4.95 Education Surcharge $5.00 01/05/2017 Check#:10421 $50.00 $0.00 Permit Fee $330.00 Scanning Fee $15.00 Technology Fee $20.00 Total: $394.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. January 12, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 12,2017 1 �X Miami Shores Village Building Department JAN 201/ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 �( BUILDING Master Permit No. �` PERMIT APPLICATION sub Permit No. BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: (0 IIA lie Log Sluff City: Miami Shores County: Miami Dade Zip: 7j3t3� Folio/Parcel#: ll' 01"a°` Coe,- Dt3 D Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): J>MVS ALAM bA 4 Phone#: 305',9116—?007 Address: 10(1 tJ E 164 Sl(269T City: W&Mt 41{0-fi$ State: Zip: 3IN S Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 3t4T SSC-UtCf :�744C Phone#: 015q_a33"-eta6 Address: 5309 N0 lsq"" em City: COPAL SM111" State: FA_ Zip: T66V? Qualifier Name: R0M#4S Z6COZ Phone#: State Certification or Registration#: SCC#3 l#ro(164 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ a •(Q Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: OR 20 W,,J,oW S. DMQ,S W i of QS`4WT Specify color of color thru tile: Submittal Fee$_50 P 121r%10lermit Fee$ CCF$ 1 CO/CC$ Scanning Fee$ 0 Radon Fee$ DBPR$ Notary$ Technology Fee$ �® Training/Education Fee$ 5� Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) r-t . Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature - Signature OWNER or AGENT CONTRACTOR The foregoing InstrumZCO21V s acknowledged before me this The foregoing instrument s acknowledged before me this day of20 l byC;? day of � � 20 11 by G Wei /%GY who is personally known to �1 0- rho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: Seal: �, "° Notary Public State of Florida Seal: 01 P. Notary Public State of Florida William R Thomas a William R Thomas My Commission FF 008234 My Commission FF 008234 Expires 04/15/2017 of wV Expires 04115/2017 APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 11/28/2016 Property Search Application-Miami-Dade County E OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:11/28/2016 Property Information Folio: 11-2232-029-0130 t Property Address: 1019 NE 104 ST Miami Shores,FL 33138-2655 Owner JAMES ALVAH BAY JR Mailing Address 1019 NE 104 ST MIAMI SHORES,FL 33138-2655 r L Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE 1 Primary Land Use FAMILY:1 UNIT ' z, Beds/Baths/Half 3/3/0 Floors 1 Living Units 1 \ �a Actual Area 2,743 Sq.Ft Living Area 2,302 Sq.Ft Adjusted Area 2,522 Sq.Ft Lot Size 11,610 Sq.Ft Taxable Value Information Year Built 1952 2016 2015 2014 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value 1 $399,454 $396,330 $392,788 Land Value $348,009 $318,933 $318,933 School Board Building Value $212,794 $214,496 $211,394 Exemption Value 1 $25,000 $25,000 $25,000 XF Value $29,531 $20,170 $20,427 Taxable Value 1 $424,454 $421,330 $417,788 Market Value $590,334 $553,599 $550,754 City Assessed Value 1 $449,454 $446,330 $442,788 Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $399,454 $396,330 $392,788 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Cap Reduction $140,880 $107,269 $107,966 1 Taxable Value 1 $399,454 $396,330 $392,788 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 07/01/2001 $475,000 19792-3415 Sales which are qualified Board,City,Regional). 06/01/1997 $240,000 17701-3355 Sales which are qualified Short Legal Description 12/01/1990 $200,000 15354-3154 Sales which are qualified EVENINGSIDE PB 4453 LOT 13 LESS E60FT&LOT 14 BILK 1 LOT SIZE 90.000 X 129 OR 19792-3415 07 2001 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disdaimer.asp Version: 4 ti BNT SERVICES INC 5302 NW 64TH WAY CORAL SPRINGS,FL 33067 (954)233-0126 info@bntserve.com SEMMORVICIES IMPACT Its A DOuOR$ ESTIMATE ADDRESS SHIP TO ESTIMATE# 2829 AL BAY AL BAY DATE 07/23/2015 1019 NE 104TH ST 1019 NE 104TH ST MIAMI,FL MIAMI,FL TRACKING NO. 5500 VINYL ACTIVITY QTY RATE AMOUNT PGT SERIES 5540 CASEMENTS PGT SERIES 5510 HORIZONTAL ROLLERS PGT SERIES 555 FRENCH DOORS WHITE FRAME WITH SOLARBAN 70 XL-LOW-E INSULATED IMPACT RESISTANT GLASS AS PER ATTACHED MATERIAL LIST 1 18,351.12 18,351.12T INSTALLATION 1 4,600.00 4,600.00 PERMITTING FEES 1 750.00 750.00 ENERGY STAR RATED*** "*CURRENTLY 10 WEEK LEAD TIME ......... ........... ..................................__.... ... ... ..... ..... ............ Includes:Removal and disposal of existing windows. SUBTOTAL 23,701.12 Exterior weatherproofing TAX(6%) 1,101.07 Replacement of any stucco and/or drywall,sills,tiles etc.that may TOTAL be damaged during the installation. $24,802.19 Does not include:re-installation of any alarm contacts. Painting interior or exterior All credit charge charges will incur a 3%charge for bank fees. Payment schedule as follows: 1/3 deposit,1/3 at install,and 1/3 at final inspection Accepted By Accepted Date oRMiaVillage mi hores ,y Building Department a of n �n 10050 N.E.2nd Avenue Miami Shores, Florida 33138 `iTIM ' �° Tel:(305)795.2204 LpR1`v� Fax:(305)756.8972 Inspection requirements for. Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: 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). A ledgement: -Tom lzs 6�/Ct-' Qu iffier/Owner Signature Date Print Name FLORIDA BUILDING CODE 5th Ed.(2014)/ASCE 7-10 1WW DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING-CRITICAL CONDITION WORST CASE 10 �a For Buildings with a Mean Roof Height of 60 Feet or Less ENGINEER 11V b o INC. DESIGN PRESSURES R INTERIOR ZONES one 4n DE,91ON PRESSUREfi FOR ERIOR Z NES Zone 5 6810 North State Road 7 Office:954-617-8143 Coconut Creek,Florida 33073 Cell:561.305-0476 Mem Rod Mean Roof Hd& Tributary Area(sq-ft) lW& Tributory tree(aq.ft) ft 10 15 20.0 25 30 35 40 45 1 50 ft 10 1 15 20 25 30 35 40 45 50 6810 North State Road 7 15 486 473 46.4 45.7 45.1 44.6 44.2 43.91 435 15 4&61 473 46.4 45.7 45.1 44,6 44.2 43.9 43,5 Coconut Creek,Florida 33073 -52.7 -514 -50.5 49.8 493 48.8 483 -4.0 47.6 -65.1 -62.3 -60.7 -593 -56.1 -57.2 -563 -55.6 -54.9 Phone:954-617-8143 16 47.9 46.9 46.2 43.6 45.2 44.7 44A 44.0 16 49 2 479 469 46.2 45.6 45.2 44,7 44,4 44.0 CA#30702 -533 -52.0 -511.1 -50.4 -49.8 493 -489 -48.5 68.2 -65A -63.2 61.4 -60.0 -SU -57.8 -57.0 -56.2 -55,5 49.7 484 47.41 46.71 46.1 45.6 45.2 44.8 445 49.7 48.4 47.4 46.7 46.1 45,6 45.2 44.8 44.5 Ultimate Wind Speed(mph): 175 17 -53,9 -52.6 -51.6 -509 -503 -49.S -49.4 -49.0 .48.7 17 -665 639 -62.0 -60.6 -59.4 -584 -37.6 -SU -56.1 Exposure Category: D 18 S0.2 �9 47.9 47.2 46.6 46.1 45.7 453 44.9 18 50.2 48.9 479 47.2 46.6 46.1 45.7 45.3 44,9 Risk Category: 2 -50.4 -S3.1 -52.2 -51.4 -50.8 -503 -499 -495 -49.2 -67.2 -645 -62.7 -6L2 -60.0 -59.0 -581 -57A -56,7 Topographic Factor(Kzt): 1.0(Flat Terrain) 19 50'6 493 484 47.6 47.0 465 46.1 45.7 45.3 19 50.6 493 48.4 47.6 47.0 465 46.1 4S.7 43.3 Directionality Factor(Kd): 0.85 -54.9 -53.6 -52.7 -519 -513 -50.8 -50.4 -50.0 -49.6 67.8 -65.1 -633 618 -60.6 -59,6 -58 7 -57.9 -57.2 GENERAL NOTES 51,1 49.8 488 48.1 475 469 46.5 46.1 45.8 51.1 49.8 48.8 481 475 469 46.3 46,1 48 8 1 Wind Speed,Vult 3-second gust 20 -55,4 54.1 -53.1 -52.4 -51.8 -513 -50.8 -50.4 -50.1 20 -68.4 -65.7 -63.8 -623 -61.1 -60,1 -59.2 -584 -57.7 2 Risk Category:2(General Residential and Commercial 22 52.0 50.6 49.6 489 481 47.7 473 469 465 22 52.0 30.6 49.6 489 48.2 47.7 473 46.9 46.5 3 building official and product approvals before use -561 -�.0 -34 0 -333 -52 6 -52.1 -SL7 -513 -509 69.6 66A -649 -63.4 -62.1 61.1 -60.2 -59.4 -S87 4 For situations requiring Kd-1.0,multiply the values in 24 52.7 51.4 584 49A 49.0 485 480 47.6 471 24 52.7 51,4 50.4 49.6 49.0 485 480 47.6 47.2 these tables by 1.18.Verify Kd requirements with local -57.2 -35 x50.8 -54.1 -53.5 -529 52.5 -52.1 -51.7 -70.6 -67.8 -63.9 -643 -63.1 -62.0 -61.1 603 -59.6 5 Enclosed Building:Gcpi=0 In;onsult Engineer for other co S33 52 j •503 49.7 a jf 487 483 47.9 26 535 52,1 51.1 503 49.7 49.1 487 483 47.9 6 Tables to be used in conformance with Allowable Stress Desipm • -SS.6 -84 8 -5411 -53. -531 -52.8 -52.4 -71.6 6111.8 66.8 -0.2 -"0 -629 -610 61.2 60.4 (ASD)method and in conformance with ASCE 7-10 and as • •Si. • 1.0 49 493 48.9 485 28 541 52,8 51.7 51.0 503 49.8 493 489 485 outlined herein. 58.8 -573 -563 -35 5_:M - -53.9 -535 -53.1 -72.5 69.7 -67.7 66,1 64.8 63.7 62.8 62.0 61.2 7 These tables are NOT site specific 86• 52 4 51.6 50. 499 495 49.1 30 54.8 53.4 52.4 51.6 509 SOA 499 495 49,1 8 Charts ONLY valid if signed by Mark E.Weber,PE. -59.5 -58 -94.0 •56.2 -5f,6 65.0 -54 5 -50.1 -53.7 -73.4 -705 -585 669 63,6 64.5 63.5 62.7 62.0 • 555 54 0 53.0 SU 515 509 SAS 50.0 49.7 55.5 54.0 53.0 52.2 515 509 50.5 S0.0 49.7 INSTRUCTIONS • -58 -57.7 w569 - 5. 551 -54.7 _MAI32 743 -713 693 67.6 663 651 643 63.4 62,6 1 Tables depict worst case design pressures,with �• d*O 54,6 535 52,7 52.0 5 SLO 50.6 501 34 56.0 54.6 535 52.7 $2.0 515 51.0 50.6 50,2 unknown variables at critical condition. 8 -593 - -57.5 - . 55.7 -353 -54.9 -75.0 -72.1 -70.0 -684 67.0 65.9 -649 -64.1 63,3 2 Tables are valid for any roof slope.Where reductions for roof 35 6 5S. •W •531 5 , 5L5 Sl t 50.7 36 56 6 33.1 54.1 53.2 52.6 52.0 515 SLI 50.7 slope less than 10 degrees;consult Engineer for site specific analysis. • 61.4 -59.9 -SLS -580 -5ZA•V -563 -55.9 -53.5 75 8 -72.8 -70.7 69.0 67.7 66.6 63.6 64 7 639 3 Determine average roof height If average cannot 11x3 ��1 5&4 • ,7 53.E S2 52.0 51.6 51.2 57.1 55.6 34.6 53.7 53.1 525 52.0 5L6 51.2 determined,use the peak roof height Round up the roof 38 62.0 605 ! -50.6 -579 -573 -56.8 -56A _56.0 3 8 -76_4 -735 -71.4 69.7 -683 -671 66.2 653 60.6 height to the next highest table value. 57.6 561 551 54-2 S35 53.0 52.5 51.0 31.6 37.6 56.1 53.1 54.2 535 53.0 $2.5 $2 0 51.6 4 Determine the tributary area(length x height)of the opening 40 625 61.0 -599 -59.1 -SRA -57.8 -573 -569 .565 40 -771 -741 -72.0 -703 69.0 47.8 66.8 659 65,1 in question.Round the tributary area down to the next 44 S86 57.1 56.0. 55.1 $4.4 53.8 533 $29 $25 44 38 6 57.1 56.0 SS 1 54.4 53.8 533 529 52 5 smallest table value.K the tributary area is unknown,use 63.6 62.0 -M9 60.1 -59A -SU -583 -37 8 -S7A -78_5 -75.4 -731 -71.5 -70.1 -68.9 47.9 47.0 661 the most critical value(10 square feet). 48 595 57,9 SU 56.0 553 54.7 50.1 53.7 533 48 595 579 58.8 _%0 533 54.7 54.1 53.7 533 5 For area between structural mullions;use as tributary area. 64A -63.0 61.9 61.0 403 -59.7 -391 -58.7 -583 -79.7 -765 -743 -72.6 -711 -70.0 49.0 480 671 6 Determine the Zone as Interior 4,or Exterior 5). 52 603 587 57.6 56.7 56.0 55A 549 54.4 $4.0 52 603 587 57.6 367 56.0 55.4 54.9 S41A 54.0 An opening with any portion with closer"distance" 65.5 63.9 62.7 619 61.1 605 60.0 -59.6 -59.1 -80.8 -77.6 -75A -73.6 -721 -71.0 49.9 69.0 681 to a building comer shall be considered in an Exterior 56 61.1 595 584 57.5 56.8 56.1 556 351 54,7 56 61.1 595 584 57.5 56.8 561 55.6 55.1 50.7 Zone(5),otherwise Wall of the opening falls more than 663 64,7 635 62,7 -61.9 613 -60A 603 -59.9 51.8 -786 -763 -74.6 -73.1 -719 -70.8 -69.9 69.1 "distance"from a building comer,the opening shall be 10/27/2018 61.9 60 2 39.1 582 57.4 36 8 S63 SS ti 53.4 6U 61.9 601 59.1 S8 2 57.4 56.8 563 55,8 58,4 considered in an Interior Zone(4). 60 67.1 65.5 643 63.4 62.7 62.1 61.5 61.1 60.6 -82.8 -79,6 -77.3 -75 5 -74.0 -72 8 -71.7 -70.7 69.9 7 "Distance"es refered to above,shall be determined as Ute GENERAL NOTES smaller of 10%of the minimum building width or 40%of 1 These tables apply to walls and vertical surfaces only. the height,but not less than 3 feet 2 Permit holder responsible for use of tables and building department official to verify values and coefficients listed herein. 8 Read the worst case positive and negative design pressures 3 Tables intended to illustrate design wind pressures as listed and no other warranty or certification Is intended or applicable. for use as required by governing building department MARK E.WEBER,PE 4 Document is considered property of MW Engineering,Inc.,and Mark E.Weber,P.E.as such cannot be reproduced #53895 in whole or part without express written consent. NOT VAUD UNLESS SIGNED WITH ORIGINAL ENGINEER'S SIGNATURE AND RAISED EMBOSSED SEAL 9•q, ' 1 tu 50 DoiJ �o� 9 - r e�sxxyy Ko ... �.. N n1 �. �,:X» x• o N r / )ED 04 .. 'f9.4 :.•••: • ••• *!%LecK4 XD 304 LMut439"' • JAN 0 5 201 • • • - 011.1+�• La�cs»f3cr42X BY- . . . X i•L+a 3�,`7 (� 4t"waw qg . 1�. es 0• A,SW37 Q IS • •••• © ►0 1`t (010%SfAme • m e G .....: �s+a�a�s�l� �� M�aM► s(�,..,�.s. Fc,.. 3�Rs� 0� (may `r�• � � ® X01,8 x FL.(93i P+u�5+a3s r �• l ttruyYt'tas Njeti+t�tzyq $aX41 X'b miami Shores Village r-�LaT tX37 APPROVED BY ell isAt ZONING DEPT 3.d�� BL®G ®I=PA {'�, tu•o3 �rn�ci SUC�JFCT TO 'OMf'I IANCF WITH AI_L FEDERAL LU ZC8•03 s7AFF ANn CN I IZt II Ls AND RFGULATI0Ns 5_012, iz- (.fir; 7,25 .I `��' �,�j�•� �O sr.5 v. � o,cg i3,.0 s;: I� C , rto - oz Lo.a3 � 9 .� Florida Building Code Online t• I Page 1 of 3 117 WQGMR J j�';:� M= -1 Z?�ym.1, W r SCIS-Home Log-In User Registration i HotTopics Submit Surcharge Stats&Fads Publications F13C Staff SCIS Site Map ( Links search f Product Approval r QP USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail „,1t,=, FL# FL330-R15 Application Type Revision Codo Vgrslon 014 Application Status Approved *Approved DBPR.Approvals by DBPR shall be reviewed and ratified by the, and/or the Cbrrilnission if necessary. Comments Archived C7 Product Manufacturer PGT Industries Address/Phone/Email. 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtlndustries.com Technical Representative Jens Rosowskl Address/Phone/Emali 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Casement Compliance Method Certification Mark or Listing Certification Agency K2ystt3ne Certifications,Inc. Validated By Steven M.Urich,PE W Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2008 AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 •• ••• AAMA/WOMA/CSA 101j(W2/A440 2008 r i A1V :tA:M&V4)4 01/IS2 1997 •• •i *To E• 816 s•o % 2005 •• 000 ASTM E 1996• • •• 2012 Equivalence of Product Standards • ••• • • ••• • Certified By • • • • • • • a • • •• • • • •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • littps://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvkttk4btoKhrsKPnIt... 12/5/2016 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Date Validated 05/25/2016 Date Pending FBC Approval. Date Approved 05/30/2016 Summary of Products FL# Model,Number or Name Description 330.1 CA-440 Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL330 R15 C CAC Certification-CA440.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/28/2018 Design Pressure.N/A Installation Instructions Other:Please.see the Installation-Instructions for design FL330 R15 II CA-440.pdf pressure,size anJanA6r,age information: Verified By: A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL330 R15 AE CA-440 Evaluation.odf Created by Independent Third Party: No 330.2 CA-540 WinGuard Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL330 R15 C CAC Certification-CA540.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date im_act resistant:Yes 10/2 /29.18 n, t. w,si .,,. �e gn pressure:.N/A Insta 1aYion Instructions Other:Please see the Installation Instructions for design FL330 R15 II CA-540.odf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL330 R15 AE CA-540 Evaluation.odf Created by Independent Third Party: No 330.3 ICA-640 Aluminum Casement Window ` Limits of Use Certification Agency Certificate abvgSl fo ,t in ►,i :Na FL330 R15 C CAC CA-640 Certification.pdf Aproved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/10/2017 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL330 R15 II CA-640.pdf pressure,size and anchorage Information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL330 R15 AE CA-640 Evaluation.pdf Created.by Independent Third,.Party: No 330.4 CA-2740 PremierVue Vinyl Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL330 R15 C CAC CertificationB-CA2740.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/30/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL330 R15 II CA-2740.1)df pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E.58705 Created by Independent Third Party: No l vaauakiop F-ports FL330 R15 AE CA-2740 Evaluation.pdf Created by Independent Third Party: No 330.5 CA-2840 PremierVue Vinyl Casement Window Limits of Use •• Certifl:atIbn Agency Certificate Approved for use in HVHZ:No • •• • • • ;I-"&R15.0 CAC CA-2840 Certification.Pd Approved for use outside HVHZ:Yes••• •• •• • QuA :Rance Contract Expiration Date Impact Resistant:Yes 12%180 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL330 R15 II CA-2840.vdf pressure,size and anchorage Inforrnatlop. • • ••• • erifieE :A. •L nn Miller,P.E.5870.5 • • • • reated y IPde*endent Third Party: No • • • •• • L�Nayuatlo AlBperts •• • •• •' FL330 1 AFF�A-2840 Eyaluation.odf Created by Independent Third Party: No 330.6 CA-5440 ••• • • • • wjgyj(ue Vigyi Casement Window • •• •• • • • •• •• ••• • • • ••• • • https:Hfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvkttk4btoKhrsKPnIt... 12/5/2016 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL330 R15 C CAC Certification 5440 CA.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/09/2019 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL330 R15 II CA-5440.Odf pressure,size and anchorage information: Verified By:A. Lynn Miller,P.E:58705 Created by Independent Third Party: No Evaluation Reports FL330 R15 AE CA-5440 Evaluation.Ddf Created by Independent Third Party: No 330.7 CA-5540 WinGuard Vinyl Casement Window ml of Use Certification Agency Certificate Approved for use in HVHZ:No FL330 R15 C CAC Certification 5540 Modf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/09/2019 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL330 R15 II CA-5540.1)df .pressure,size and anchorage Information. Verified,By:A.Lynn Miller,P.E. 587-05. CFeafed by independerit Thftd Party: No Evaluation Reports FL330 R15 AE CA-5540 Evaluation.Ddf Created by Independent Third Party: No 8adc Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA(EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card — Safe .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . . ... . . .0 . . . .. . . ... . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . https://floridabuilding.org/pr/pr app dtl.aspx?parain=wGEVXQwtDgvkttk4btoKhrsKPnit... 12/5/2016 GENERAL NOTES:SMIES 5540 IMPACT RESISTANT VINYL. CASEMENT WIN W 1)THIS PRODUCT HAS BEEN DESA NED 8 TESTED TO COMRLY WITH THE REQUIREMEN'J'S OF THE FLORIDA i BUILDING CODE. I�+- 36'MAX.Qk(CK WIDTH 38'MAX,BUCK WIDTH 2)ALL WOOD BUCKS LESS THAN I-1/2' B.ARE TO I B,SEE_ 4'MAX S.-EE BE CONSIDERED 1X INSTALLATX)1I§.1X WOOD BUCKS SHEET-4 S"E4 3318'MAIC. ARE OPTIONAL IF UNIT IS WSTAop DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1/Y THICK OR GREATER.IX AND 2X SUCKS WHEN USED) SHALL BE DESIGNED TO PROPER)Y TRANSFER LOADS TO THE STRUCTURE WOOD BUCK,DESIGN AND V INSTALLATION IS THE RESPONSISOTY OF THE (, ENGINEER,(EOR)OR ARCHITECT`OF RECORD,(AOR). A C,SEE C A.SEE 3)ANCHOR EMBEDMENT TO BASEiMATERIAL SHALL BE SHEET 4 - SHEET 4 BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSMM.LATION ANCHORS 84' 84^ SHOULD BE SEALED.OVERALL SS6UNGJFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION MAY. BUCKSHALL BE DONE BY OTHERS AND IS BEYOND THE BUCK HEIGHT \v� HEIGHT 4' SCOPE OF THESE INSTRUCTIONS, MAX.O.C. 0 04)MAX,1J4'SHIMS ARE REQUUiED.AT EACH ANCHOR 0 ICCATION WHERE THE PRODUCT..NOT FLUSH TO • • • THE eUBSTRATE.WSE SINIMS CAFAQLE OF 13.4' . •••••• TRANSFERRING OPLIED LORDS.WDOD BUCKS,BY MAX } • • OTHILP4�MUST BE SIJFFICIEATLY ANCHORED TO •••••• •• t4TTOADS IMeOSED ON•THEM.9Y THE WINDOW. I O.C. •• Al THE ANCHORA•WAr"IJS SHOWN HAVE BEEN • DESIGNED TO RESIST THE WINDLOADS •••••• • CORRESPONDING Te9HE9teQUI%Ep DESIGN • PNESSQRE.THE 3�1P3%•STRESS INCREASE HAS NOT B 1►— 4'MAX. D I I 318. j ' •••0• •0��S IN THE 1 ft1bR 8F THIS PRODUCT.THE 1.8 28•MAX.O.C. _"mil (f•F MAX • • 1l,�p�gqopURATION F ��g yS��AS US�q FOR THE 4-MAX O.C. t so*** 0•EVALU4TION OF f4N�H0 IWTO�OD.ANCNORs EVAT ON FOR TYP.EQUA EGBZdX&FLANGE F ELEVATION FOR TYP.FIN 8 J-CHANNEL FRAME 11! • • OAIiwow INTO cow*w WITWOHER DISSIMILAR 0••••• MATERALS SHALL MEET THE REQUIREMENTS OF THE •000•• FLORIDA BUILDING AOUE KA CORROSION RESISTANCE 00• 0 • 00•- • 0.000• 0 00 • • 0 • TABLE 1: •••••• •0•••0 • • Window #ok Site Relnt De ofgn"Preewrre Certitioptiori 0000 Width Nei Level + ( )Pte: (')P (CAR)Number 34.365" �76" Standard 50 50 190-299,1059 38' HD 65 70 190501,1060 VINYL CASEMENT WINPPW FPA(IMP.-RES.)$ 12/13/14 GENERAL NOTES:&ELEVATIONS e J RQSOWSKI '.G` (a 5F ; CERT.OF AUTH. '<`�'•.........Ft omvl' u.:. 1070 TECHNOLOGY N.VENICE,FL 34275 (941)4W-1600 CA-5540 NTS y 1:OF 4 o z FPA-5540PJ4 0�g LYNN MIL IIe,P.E. TABLE 2;ANCHORS INSTALLED-a UGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTfbRAL FIN Min.Edge Ascher Distance .Embedment Anchor Substrata Distance Emb6dment #%SWS— a /t t FIN T151-Mnnwn Nall (steel,188 S.S. SW,A36. 316' 0.0.40° Max.DP of 50 psi P.T.Soathem Pine(SG=.55) 8116' 2-7118" or 410 S.S.) Steel Shxi,A853 lir.33 316 0348"'(20 Ga.) 2-1/T%.131"Ringshank Nail P.T. hem Pine(SG=.55) 8116° 2-T/16" Max I)P of 50.0 Atum 'm,BOOS-TS 316 0713" 14 Ga. 2-1/2"�x.14W Roo9ng W P.T.SWthem Pine(SG=.55) 8/16' 2-7116' P.T.Sou Pine(SG=0.55) 9/18' 1-W #12 SMSP.T. Mham Pine(SG=.55) 314° 13/8' tiRel,A36. 318" 0.050' #10 SMS (steel.188 S.S. Stew A853; .33 318 .0348"(20 Ga.) (steel,18-8 S.S. Al0hlinum,6063T5 318' 0; or 410 S.S.) s Alu 410 S.S.) S"Stud,Gr.33 318° 0.0346 (20 Ga) m,8 T5 3!6 0713" 14 Ga or Stas),A36 I 3/8" 0050 311fr Ultracan P.T.Sou ' Pine 513=0.55) 7118' 1 (steel) Concrete min.2.85 ksi) 1' 16 Max:OP of 50.0 Ungmuted U,(ASdM Cs0) 2112" 1-114' ANCHOR NOTES: f P. S ' L—IVlr Ul Concrete0tin.Z05 ksl) 1' 1 t)'uNGRotrTE04MU•VA4uES MAY BE G (steel) Ungmu 1-1/4 USED FOR QUTED CMUAPPLICATIONS, Conc in 2 ksl 112"2 131 GE-nPo OR P.T.SaF Pole(St3=0. 1" _ 13+ 2)PANHEAD.FI-4THEAD OR DOW-791 tl2'NOM.GLASS HEXHFAD ARE ACMPTABLE. 114'I;ret8`4gex CmncretO(Ohin.3.3S ksl) 1' 13%4" SILICONE Tn'• • (410 S.S.) Ungnwted , $1M C.90) 2-112" 1.1/4a 3)ANCHOR LBRTH TO BE SO THAT i(J :fee** • • • In.3, kai 247 13/" A MIN.OF 3 THOMOM EXTEND EXTERIOR O { •••••• 1/4"ASI m4ktar •Cort•rebt in.3.275 ksl) 1-112° 73/ BEYOND THE METAL SUBSTRATE. 4 • • P.T.S Pine(SG�O.SS) 1" 131 O •••••• • Un U, STM C-0 2" 1-1/ • 0 • 000004 Q • •••••• • •• •• s• 0000• ••• • 0.000• • ' TYP.GLAZING DETAIL 0900• .••. •e•• 718"NOM. • • • o Fes- -r{ 7/8'NOM. • 0.00 0.00 I I 0000•• • • • 0000•• AIA PVB 5/1(rA/APVB • 5118" 0000•• • •••e•• •• •:••• • ••7118"AIR SPACE 3/8"AIR SPACE •i•• • goes •••1/8 *EALED OR 3116"ANNEALED OR • • TE PRWD GLASS TEMPERED GLASS 0000 DURASEAL, 10 DURASEAL, SU-,RSPACER SUPERSPACER ! ORICARDZ2 OR CARDINAL XL EDGE XL EDGE GLAZING TYPES , 11� EDGE DITANCE SHOWN ... SHOWN INSTALLED INSTALLED EMdbMENT DIRECTLY-TO THROUGHIX I�---� EMBEDMENT t SUBSTRATE. SU IP �. EMBEDMENT �. —y EDGE FLANGE DISTANCEo Lr DISTANCE FRAME o 1 SHOWNIle 17711 0 JAMB ANCHORS MAY o 0 BEINSTALLEDIN ❑ o EITHER LOCATION G] ❑ � o o o EXTERIORFRAME ' FLANGE I S ! Q 0 SHOWN LEQUAL- - BUCK WIDTH _ -� LEGIBOX HORIZONTAL_SECTION A-A FRAME 1 SHOWN WITH HC'AVY-DUT`(SASH, SHOWN I 0 HARDWARE&REINFORCEMENT •• i 7 • • I p ❑ •••••• 111 • • • o • • • • ••C••• • �tkK • •HEOO ❑ o INSTALLATION NOTES: • IGHT • •- • • • ••• •• - ❑ -� 1W MAX.SHIM 1)SEE SHEET 1 FOR • SPACING REQUIREMENTS. •••••• a •t •• • • • • O, SEE TABLES)ON SFlEE7 2 F ••••s ••• • ••• • FOR ANCHORAGE AND . . DD ❑� SUBSTRATE ••••• •••• •• I• 0 o REQUIREMENTS. 3)MAX.SHIM THICKNESS TO • • ••••• EXTERIOR• • STANDARD SASH RAIL, BE 1/4'. •••••• I HARDWARE& CI 4)GLASS SHOWN IS FOR. • • • �.•• • REINFORCEMENT ILLUSTRATIVE PURP09E9 •••••• •• ❑ ONLY AND MAY DIFFEFI70 • 0:96• MEET DESIGN • EXTERIOR REQUIREMENTS. 5)FIN ANDIOR FLANGe+AAY 0:0006 •••• : • BE REMOVED TO CREAtt ••••• !� c—==� OTHER FRAME TYPES. (I ❑ SHOWN INSTILLATION THROUGH t [ INSTALLED TH&RAME,INTO METAL f DIRECTLY TO i 11^-- SUBSTRATE EQUAL- ;: ��1�t'•• LEGIBQXc FRAME j EMBEDMENT SHOWN VINYL CASEMENT WINDOW FPA(IMP.-RES.) 12/13/14 ffi LEG/BFRAM FLANGE&EQUALa .OX ES m� J RC3,SOWSKI EDGE DISTIiNCE o Tq? VERTICAL S>aCTION B-B s� ^Leh\ ':•'', SHOWN WITHH�W--DUTY SASH, CERT.OF AUTH. rc �.. '"3;fVj-.;'��•r''..... HARDWARE&1{NINFORCEMENT 1070 TECHNOLOG Y�IRIVE N.VENICE,FL 34276 (941}480-1600 Rl'CA 55NTS30F4 FPA ° A.LYNN M P E.i4P.E.3 i EM69DMENT —AEMBEDMENT EDGE DISTANCE I�— J-CHANNEL EDGE Pol FRAME DISTANCE SHOWN EDQE f DISTANCE d � D o ❑ c o D p I EMBEDMENT TEMPOR&RY REMpVAL o o OF HARdVYARE MAY BE Q�Q REQUIFYEd TO AC+JESS LL INSTAATION ANCHORS o . oil J-CHANNEL o INTEGRAL FRAMEEXTERIFIN O RR SHOWN o � II FRAME U O SHOWN .= SUCK WIDTH HORIZONTAL SECTION C-C SHOWN`WITHHEAVY--DUTY SASH, [ HARDVViIARE 8 REINFORCEMENT ...... o ....ACKo a ❑D o p •i••6• • •• •• ,• �0 0 � o ❑ o • • 0 STANDARD SASH RAIL, p ••••• •••••• E °R'�' HARDWARE& • 00000•• •••• a•• • REINFORCEMENT I Q ED EXTE441OR • • • •• INSTaLATION NOTES: O _�^ H •••••• • •• •0 1)SFF gHEET 1.FOR SPACING • •••••0 REQUIREMENT& INTE RAL 0 ' ' • ' 2)SEE`fABLE(S)ON SHEET 2 FOR F� INTEGRAL • ANCHORAGE AND SUBSTRATE FIN 0••609 •6•• FRAME • • REQI�,REMENTS. SHOWN FRAME 0000 3)MAk.'SHIM TFUCKNESS TO BE lie. SHOWN D ❑ 4)GL%}SS SHOWN IS FOR ILLUSTRATIVE INSTALLATION THROUGH INSTALLATION THROUGH THE PURRC9SE3 ONLV AND MAY DIFFER TO THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL I MEETsVps*N REQUIREMENTS, f 6)FIy,AND/OR FLANGE MAY BE RTMEPM?D TO CREATE OTHER FRAME •: �y'.I;` „ ��,• INTEGRAL _ti's}• ^GF.C, •j�? IN C :' ••. ., FRAME slWN o EMBED MEM' VINYL CASEMENT WINDpW FPA(IMP.-RES.) _ } — o J-CHANNEL&INfz'6GRAL FIN FRAMES;m J ROSOWSKI EDGE DISTANCE CERT.OF AUTH.p2#�2Q8 z ........ VERTICALfS CTIN D-D N N SHOWN WITH VrA BASH, 1070 TECHNOLOGY-ORIVE a �$ ) HARDWARE✓,'"NFORCEMENT N.VENICE,FL 34276 m _ �(941Y480-1600LYNNACA-5540 NTS 4OF4 0 FPA-5540 1.0 sl a A41L1'�R P.E. P.E.S S97 f16 Document Title: Doc No: FRM 81-43 ' h�J$ct POrforl�Mance ReY 3. 'age' 1 °t 4: �QEYS?Q1�,� Certification Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 190 - 299 jss-ueOpte: 01116/2W Revision Date: 01/16/2015 Expiration Date: 01/09/2019 Company Code: 1.9.0 This Certification Authorization Report(CAR)Is issued by Keystone Certifications, Inc. (KCI)after full validation review of the product qualificatiop.documents fvr.the.pradvct nUmed #ow. This report is onty:vaiid when signed:by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced s4voard and is e4lble for#*apptfeetiotT of Keystone`Cerfi*Ce00 Praar4m oe rP an. labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts. com. Licensee Infortnation: Product information:. PIGT M4,9809si lodsl: Afil'►40:PVr.1rnpact Casement 1070 Technology Or. Operator Type: C P4 Box 1529 Config: AII/Snub, GS-5/16"Ann Lami IG Nokomis,fL 34274 Max Width: 38 Max Height. 75 Corresponding Structural CARs: 190-1059.0 Referenced Standard: Product Rating: ASTM E1886-05/E1996-12 Missile Level D, Wind Zone 4, DP=+/-50, 36x75 Qualifying Te i# Inforrnaton: 3 Test Report No: FTL-8082 Test Report Expiration: 01/09/2019 .. ... . . . . . .. Authorized Signature: • ,;• ,;; �„ :ne?tofte Certifications, Inc. 564151d York Road, Suite 5 . Etters, PennsylvaKm 17319 Mona: 717-932-8500 !lam e t x wwW.K" r0WECEPrr upm•••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• Document Title: Doc No: FRM B1-02 .�." Stru "tufat Pe for- thance sevNo: 8 Pass; �. Qt: KEYSTONE Certification CeNTIMCATfON6.AHC-'. Authorization Report Required By: PRO B1-03 CAR& Produdflb-Number: X90 - -Ib6g Issue Date: 01/16/2015 Revision Date: 01/16/2015 Expiration Date: 01/09/2019 Licensee Code: 190 This Certification Authorization Report(CAR)is issued by Keystone Certifications, Inc, (KCI)after full validation review of the product specTeation documents for the prod a riarYied i5elow. This report.is onfy fro w#en"signed I) an. officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. The licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization.Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model Name: CA6540 PVC Impact Casement 1070 Technology Dr. Operator Type: C PO Box 1529 Configuration: All/Snub, GS-5/16"Ann Lami IG 'Nokomis,Pt_ 34274 Max.Width: 36 Udx: I gC t 75: Referenced Standard: Product Rating: AAMAM/DMAlCSA 1011I.S.2/A440-11 Class LC-PG60 914x1905 (36x75)-Type C WTP=9.75 Qualifying Test Information: Test Report No: FTL-8081 Test Report Expiration: 01/09/2019 .. ... . . . . . Authorized Signature: •�; f..ystone Certifications, inc. •: : : : :': •X64 i�itf Yodc�saad,$,Fite 5 ••• •• •• Etters, Pennsylvania 17319 Ptprw X17-932.8500 ; . see ••• Fax:717-932-8501 . . . .. . . . . . . :0006 :0 000 ; ... . . . . ••• . . WWW.key$ton§r-erte:po% 0 0 . . . 1070 Technology Or. N.Venice,FL 34275 Tel.941-480-1600 pgtindustries.com Product Evaluation Report Date:June 9,2015 Product Description: Casement,Series 5540 Florida Product App oy j#: 33U Manufacturer.PGT*Ihdustrres 1070 Technology Dr. North Venice,FL 34275 (942)486-0100 Statement of Compliance: The product listed In this evaluation report,meets the requiremei Florida Product Approval Rule,61620-3.This product complies wi regoireMents of h,,e h f4i:riQn of xheflara.da.B-O'"d in Code, Q 4 Technical Documentation: Elevation,anchorage/installation drawings and Test Reports: Drawing#: FPA-5540CA.0 Test Report(s): FTL-8081 FTL-8082 FTL-8084 FTL-8085 Installation: Units to be installed as per the attached installation drawings. Limits of Use: 1.Maximum Design Pressures and sizes to be as listed In the test re unless attached documentation shows lower DP's or smaller sizes. 2.This product is Impact Resistant and does not require shutters in windbome debris regions. 3.This product is not for use in the High Velocity Hurricane Zone.(H Certification of Independence:A.Lynn Miller,P.E.is employed by PGT Industries,and therefore ha financial interest in the company or any company manufacturing or distributing products for which this report is being issued,but does kviJ1 aqufre a,fina'ncia1 interest in any oilier entity involved in the api process of this product. .. .•. • 71 A.lyrm jlv4 qr,PX. ... . . . . ... . . P.E.#'58705 FL Cert. of Auth.#29296 ' ' • • • .. •. . . . .• •. •.. . . . ... . • 1 Fn I MIAMMADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION CCr 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 NO CCEPT,A OA www.miiimidadLgov/economy T Industries,Inc. 1070 Technology Drive North Venice,FL 34275 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 i RIPTION:Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M. 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 mentioged abmm. ••• . . .. The submitted documentation was reviewed by?4#ngetP1rvy, .•• • ••• ••• • • .• i i • i i i NOANo. 16-02-18.03 CM11AMHOADE UxpiratioDt : May26,20211 41111 Approval Dat :April 14 2016 Page PGT Industries.Inc. r NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 63003R, 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 NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th 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 ez,P.E. Product ContV. 6-10218.03 aminer NOA N so ;�• ; �•• Expiration Date: May 26,2821 • •• • : ; ; Approval Date:April 14 2016 ... ... •:0 . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying wi BC-5" Edition (2014 ted February 15, 2016, issued by manufacturer, signed and see y thony Lynn Miller,P.E. 2. Statement letter of no fmancial 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 POT 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. Soo 60: 00 "00 ..• •.i • • 0 '. •• �� Manuel "P.E. Product Contr miner0: NOA No. 18.03 .00 �� ';• �•� Expiration Date: May 26,2021 see • • • . ; ; Approval Date:April 14 2016 ... • •. .� i s : • • • ••• • .• .• SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FOR THE 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. GENERA.NOTES• 1 �. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS__.I d o ELEVATIONS».-......... I G FIGURE I: MULLTO2XWOOD.._,...._ .....2 MULTIPLE oPEt6nX1 WIDTH FOR YERrX aL M6AJ aU2lEero68 2)THE TYPE AND NUMBER OF ANCHORS 13 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS �TO ix&MASONRY___2 cY MULLIONS / -� KAL KUUL GIBED ISE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES—-2 � �,� IN CfANWIAR NOT HAVE A GAP OF MORE THAN 114'FROM THE CLIP. MULL TO MASONRY___.._.._._.3 LON SHAM MULL TO STEEL 3 SHEEr82.3 _ CORRESPONDING TO THE REQUIRED M 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPULL TO MULL_.._ ......_._._3 1- �"I DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN LH80.THE 113STRESS INCREASE WAS NOT USED ANCHOR SPECK..._.._ 3 N P 111 ,` IN THIS ANCHOR EVALUATION.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. DAY MULL INSTALLATION— NS AL ATIO._�4 Z BAY MULL MKTAUATITJIh__..-4 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSISKM OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.126 MULL SPEOS._._..._S 1X27.37.375MULPEC6.....-�.B = 17276 X.376 MULLSPECB_.__7 \\ INSTRUCT�NS O 7 ; 1X276XJt5►NLLSPEW-._..-B Z BEE DETAR.S • 1 I 1 I 8)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND I X 3.125 X.=MULL SPECS___.S m O I- ATRRU G: • �_ I I 1 _ 1 SEEDETALS U Q. ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X.126 MULL MULLSPES._CS- 10 F •• •SIME7S 2� • _ 1%4 X.378'r MULL SPECS 6-..11 Q ONLYTWO ADJACENT UNITE AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.1}iE LOWEST DESIGN 1 X 4 X.378 T MULL SPECS_.N • • ` -/ •1 1 I - SHEETS: PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1.26 X 3.188 X.266 MULL SPECS-112 :32 I y III r uII / 125 X 325 X.160 MULL SPECS__13 Z y �• •• •• • • HEIGHT S)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S)L 1.25 X326X.624 MULL SPECS.-14 • LWLI. • • FOR1,26 X 3.94X A24 MARL SPECS...-16 � D •• LENGTH• ••• • HORIZONTAL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS.MIST 2 X 4X16 MULL SPECS-..__._18 � Z Z ••• •• • STARE' BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT 1 X 6 X 1B MULLSPECK_.____.18 fA ,o- • •• • / aHEET3 AS APPROPRIATE FOR SU&9TRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT SV X 2.11 X.126 MULL SPECS.._1S 30°X316 BAY MULL KPECS.__1S I- � 4,00 •• •• • �/••• • / REACTIONS. 46°X 3.26 BAY MULL SPECK.___20 O Z MULLION&CUP DIMENSIONS—21.23 1; Z •• • ••• ••s FENES'MTIOH 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULYRACONIAGGRE-GATOR NOA'S EXAMPLES 1&2.____._._.24 4O LOADINO EXAMPLES..-.... 25 w ••• ••• • •••• eE OFR STYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z N N • MST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH • • •• • BY PGTaCl PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q Q .� •••• • _ III _ • • I 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH7_ Q. . • • • •• /SEEDETAOS � •••• • •••• NORIZiSIJ�1CA.D•Wt 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING • MULL SHEETS 23 WIDTHMEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA •••• LENGTH HORIZONTAL MULL LENGTHINSTRUCTIONS: ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS• 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT OJ39/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. • �HOwL MULL LENGTH—I 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. NG wroTH y�G l" r0� 3)REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULA OR'TRUWGIAARRRAPEZO'DA'!' oPET�Xi 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY"SIM FROM TABLES 1A THROUGH ISA,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING PRODUCT REVISED� HEIGHT THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY}THE a1 t�Y�B ..LNG `+ FOR� 7 VERT. MULLION CAPACITY(LBSFM OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE OPENING OBTAINED IN BAS w W �• LENGTH �• STEP 1). rA Date I Zw LENGTH T L L 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FWD THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED OBSL THIS VALUE By PIG" REPRESENTS THE WWDLOAD TRANSFERRED 7'O THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. •_,I OPENINGwmTH \\\ ('7 SINGLE MULLION SINGLE MULLION FORVERTICALIWu 6)FROMTt�ANCHORCAPACRY(LBSITABLE ON THE .�\ N.. LYNN ti epi OPENING WIDTH ANCHORSUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR ��t\�-�`CENSF 4Fp -"�FORVEImcALewu CAPACITY IS MET. SEE CORRESPONDING DETAILS MULTIPLE MULLIONS *:• FROM FIGURE 1 ABOVE 7)IF THE MULLION CAPACITY OJ39lFT')OBTAINED W THE TABLE IS HIGHER l'IfAN THE DESIGN PRESSURE REQUIREMENT OJ3EdFT'I FORTHE No.58705 OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA'TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDsusrT7. +-o IF46•2014 FLORIDA BUILDING CODE(FEC),6TH EDITION 8)VERIFYTHEDESIGNPRESSURERATING(LBSJFT'J FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION :0 <C/ •ANSUAFBPI NDRUILDI FORWOODCONSTRUCTION CAPACITY(�T-1 OBTAINED FOR THE MULLION SYSTEM.THE LOWER OF THE TWO SHALL APPLY FORTHEENTIRE MULLED FENESTRATION T •••FCORIOP.•',�j.��: *ALUMINUM DESIGN MANUAL,ADM 2070 a))HIGHLIGHT Y USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. '��SS/ ��• A 6AISI-S100-07132-2010 (FL P. 68705�.E. FL P. 68705 t � DETAIL A: DETAIL B: X0"1 o MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X BUCKSTRIPTYPBRAT �Y OR WOOD FRAMING WOOD BUCK AND MASONRY An SEE SEETABLES 1&108 (OFFSET CLIP SHOWN) (STANDARD CUP SHOWN) eBY� REs1, n 1 s m 1 1 MULLION I I SHEET t. •. ,... ;:...:.;.• y LV b 1 1 1 I OFFSET MU II 11 eMCOINN2C.7flKESTEIOR CMU EDGE SNESHEETS 21-23lOtHOE LOCATIONS A N SEA18,16a P DCCET,A BLE4 O_ F HOMY W Q SIDE VIEW.4 1 I I Pu�oD I I 7�ED Z ' m • .• • ee sttD`MAx FOR °4 Q J •• qLL MULLIONS d` EITHFJiTHE = U •• 86 .4 a ° STANDARD $ �' • • „t' !•• e OFFBBT MULL Z y 1� t• •••••• n, '.6 � ��.° � CLIP MAY BE • • • • ' ° .e ° INSTALLED BY � Z •• • :• •. d ° Ap EXTERIOR v THiS N ETHtl Z .— V ••• ••• ed EDGE r •• • •s . Q' '4 e. DISTANCE a4 e Z •• Q W C • • • •• •• ..o.°.. e . .. ,d FOR yA (V _ • • ••• • 0004006 ° ° THE OFFSET CLIP IS ANCHORS a (n •• $ O t •••• < R[3ABA4IENDED PDH di • •••• °d ° e r- WUIDOWS.SUTMAY 1'5 x • • ••••• *0000 • FIN•FPAMED EXTERIOR o v ••• •••• AI BOBEUSETFOR Z Q O to O • OTN�RRAI�E7YP68. •••••• ••• • • •••••• 000*00 • • • • •• TYP.ANCHOR TYP.ANCHOR •••• • •••• • SEE TABLES 11.188 TYMANCHOR // SEE TABLES • • • PERSUBSTRATE, / BEETABlE81&188 •••• SEBTABlEe 111.188 / EDGPIEHID 1WCKSTRIP DISTANCE AND F SEETABLESATTACkIMENT SUC STRIP 18.188 i AND EMBEDMENT' BY OTHERS, f SEE NOTE 1. ATTACHMEM _ JI___-- 8HEE71. By Re. .a BEE NOTE I. .•.. . .. •',..'�+...: :;.:' •{• SNEEf I. .. MIN 2.7 KSI CONCRETE OR CMU SODU CrRsw FRONT VIEW IDE VIEW rewyfaa FIHwi�l DA w90L17ND o.� FRONT VIEW 02" 2021 By INSTALLATION NOTM- Weed1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL.DRESS94G ORST0000. 1111 LYNN 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL.REPRESENTATION ONLY.BECAUSETHE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE 1��`:••'�TGENS�'••F'A �� CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE it FOLLOW O SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAYBE LISE0. _ �i NG.58705 W 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. 4)WOOD BUCKS ARE OPTIONAL,SEE DUAL C.SHEET& 5)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED �U^�CC •!°CORIDA••�(��: ELOO ULTRACON OR ELCo 1/4'S.S.AGGREGATOR MASONRY ANCHORS. ''4,'%S/ONAL �``• A.L-NNIMIU ik�.E. FL P.E.#MRWLS DETAIL E: MULLION TO MULLION 1�,LM DETAIL C: INTERSECTION NOTES: yy� MULLION DIRECTLY ATTACHED TO MULLION (U-CUP) 1)MAY BE INSTALLED W'TEE'OR'CROSW ffi MASONRY STRUCTURE INTERSECTIONS. QYn (STANDARD CUP SHOWN) VAI wS 2)MAYBE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. N EITHER THE I TYP.ANCHOR I PER SUBSTRATE, 3)S EEU•CLIPDRAWINGSSHEETIi21-23 � m STANDARD I I SS9TABLESI-I3D FOR C.ORRESPONDPIOMULLION. Z OFFSET MULL I I TOP VIEW /-MULLION O CUP MAY BE I I I EDGE DISTANCE wsrAutnttr O I FORMASONW yARB J W THIS METHOD I I I ANCHORS '�` BI1F•DRLLWOOR FlRE40LL •7 MULLION AND USE SMS wto p 0 e4 MULLION mO ...1 EXTERIOR 4° a •• .. 4 THE OFfBET CLd'18 Z • • EOOE IBBrAf -.° RECOMABDEb FOR • • • •• ° ." •••••• •••••• ••••••• 7•P.ArtalOR•• 8 e 4d FFRAMET•AN%IORS• BL,IUN-CTEUfPf8 ALSO � EGT10N EXTERIOR OTHERS • �IZQ- ZZ .4 ' QFBFMMED r1U Q ` Zo r • • P a e BE SHEETS 43 FOR � � TYRANCHOR HOLE LOCATrONS • • •• •• •• PER SUBSTRATE, • • F-• F � BUCKSTRIP SEE TABLES 1WI38FRONT VIEW D mm •••• AND 71 �N • •• • ISTANCE TAE • - ATTACHMENT SEETABLES I-' (n • •• ., BY OTHERS. 1134311Q Z Q a ,�• �;•.• •. ,+..i SEF Nore,. •.%..,*: p; � a N • • so ,•.: ' .a1• 04h 8i(EET 7. EDGE i• •i i •••••• 'DDIS NC Es SIDE VIEW Ix •• •• MIN 107KSI—mvvh-i• MIN 2.7 KSI CONCRETE OR CMU ,6.133 DETAIL D: • •••••• FRONT VIEW SIDE VIEW • • T• MULLION ATTACHED TO • • • • STEELSTUD •• •• 966099 • • (STANDARD CUP SHOWN) 0000 TYKANCHOR STRUCTURE SJSTALLATION NOTES: 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a 30 T�RIB-1313 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ® PRODUCT REVISED ONLY.BECAUSE THE ANCHOR CAPACITY 13 BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE 21-23 OR au,m*yICaSe�the FTmH' CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE 1(•zyy •b;j FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. �� FA.zpimt Dme nO�i) MULLLON 3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. Br GM ® Dada 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. 57 FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MU1M1-RADE COUNTY APPROVED � ` �I 4YNN Iy"�e ELOOULTRACONORELC01/4'3.S.AGGREGATOR MASONRY ANCHOR& FORBTEEl8TUD8THMNERTHlW 1WI38BLES �.••\GEp1SE•''F'P FRONT VIEW 1aOAAN�COMPLIANTWRNtTHerLBUBDINO OODE.A2XWOOD BAG(ER MQI8TU8E0. ATTACHMENT BYOTHFJig. ;� NO.53705 EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW /,// 4 NOTES: ,_`� [� 6 l6 LUZ 1)FOR 2X WOOD-BACKED STEEL STUDS.WOOD ANCHOR VALUES MAY BE USED. '�K� '•.,PLOR10? 2 SEE CORRESPONDING MULLION TABLES. SHEETS 520,FOR QUANTITY OF SCREWS. A.�LIFL I 46870 P.E. FL P.E.#68705 DETAIL H: DETAIL F: DETAIL G: r te t FIELD-MODW-IED MULLION CLIP ANGLE MULLION CLP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) x BEEDETAIISA6, 30'OR4V le SHRET82 AND 31'OR INSTALLATION UAY MULL TOSPSCPIC SUBSTRATES. CV fdULUON 14, O O Z co O 0 O O O O O O W O O TOP VIEW 2 N V a O DE I slRownlwlTN riz+xm .t2a• I TOP VIEW I i i P Z tO MIALINN i i I 1 �/� I I 7YP.ANOHDR 2 H EXT 1 I PER SUBSTRTE, ' I SSO TASLESS 15S O R IOD ? •• • • 000 • •• • • • T�•�Rj 1 EXTERIOR L } • �• • STANWTD MULLION CP STABLES 18-149 Z ••• •• MODIFIEOTORTRELD I I I I rx8ANOLECLP,•• ••• • • CON�W& z = W 0 2 PER MULLION END,MUST BE L • �� • I I 1I •• •41 I INSTALLED INSIDE OF BAY MULL O • • 1 I I • ••Does • • • 1B)tLlOt•1 1 I I I 1 I N • I 1 11 1 W •• :•• • • qq ` ••• • 1••• •• I I I 2 PEER MULLION END, Q 2! O MUST BE ALLED i• •t CUP • • �• ` •••• I 1 1 1 INSIDE MULL $ � '00 so 1 Sp • I 1 • • • • TYP.ANCHOR • • • PER SUBSTRATE- so Boo ••• • •am TABLES 1&148 B4TO WOOD, • • SMEL ALUM sees INTO awOD.aTEEL. BTAlOARDCLPTO BE EXTERIOR OR MASONRY ExTERroR ALUM,CMU OR MASONRY MODIF®IN+V= EXfO Off_?, ®� f m complying R&VIS6D PPt�+`"''�'_- as comPIYiIIg wild 16o Florida cCgg 4� gCode ..No 16-Ca�$•`162 ® INTO WO00.STEEL, FsPlmfion Dffie ALUM.CMU OR MASONRY 1A EDGE HO ® ® DISTANCE BMisml PER ANCHOR BOSE DISTANCE f NOTES FOR INSTALLATION OPTION G LH:. ♦♦♦��,1 LYNN M/��i� PER ANCHOR O ♦ p�"••••••••,•(FTP�� 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. `:•gy1•;'�LGENSg i NOTES FOR INSTALLATION OPTIONS R 2)DETAIL 6:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 12V X 2.11-X.125 MULLION. LOCATIONS. 2)SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 16B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE =.O•, g 6 U.I LOCATIONS. '•. d+l TE ♦��: 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. :�.<` •.,FLOiRRbP''�CJ�� F{ 4A R�p E. FL 58705 TABLE 1A woonC Table a!� OpeningWld811w" )oMLOM)orOpeningHetghtOar holfzorte43PemirCnttrBare) w ' 0 69b TOW BOB Bob 1000 to In 140b 180b 00 Ra�ltpul« flap ME* Reatet9� ttWalo9. Rev UWW., RemenWW TreWt6•g. I+ Roateo w TMOTb�. R90"Flw lti Loa ft Loft Looft 10 0 Looft 4 1 x2xA28 L°bre LWAV Loeft Loaf Lmo3a9 Loaft loaft Looft Lwft Laft Looft Looft Looft Y al "m illAk 0 a 1, 111 1 1111 111 1 111 11 1 11 11 11ill 1 hfill, 11 11 1 z % m 42b 111A 408 1208 332 01.2 408 11'6 in L 328 70.0 408 107.0 921 ass 408 iW.4 319 02.1 408 104,0 310 6aB 400 101.0 Sig 40.6 400 IOU 310 50.9 408 104.0 ate 3aa 408 101.0 310 4Sb 7l9 S12 836 208 024 312 704 282 61.6 312 W.0 218 48.8 312 S81 2b 41A 312 61.3 244 !.6 S12 81.0 2N 311 312 40 214 28.8 312 B1A 244 23.4 312 BfA 214 6o,= 833 281 703 234 03.2 281 01.0 228 486 201 OaT 224 39.9 201 02.1 222 36.6 281 MI 220 U-9 281 48.3 21B 286 281 443 210 22S 281 483 219 20.0 28f 40.3 219 m jiulA 6 247 87A 207 /3A 2A7 40.8 W2 �A 747 443 109 329 247 413 188 201 247 30A 704 28.3 2D 9S4 +Ci 21R 247 3St 1B0 14B 247 3S7 1B3 1&4 2A7 341 193 jR t0 200 411 170 32.0 70D 35.4 168 27A 200 313 U13 24.0 200 209 160 213 200 27.1 169 iB1 700 26.8 167 18A 200 �A 168.P 161 31.3 166 273 181 303 162 AT 161 249 149 70.7 181 21.6 148 104 181 . 144 183 181 21J 147Zg.0 t✓� 090,8 742 X0 •1 tat 139 20A 165 73.1 179 teA 1� 21A134• 71 138 233 720 18.5 139 19R Its tag 139 17A.0 M9J 100 16.7 120 163 107 J •• • • 78b R 118 01 104 • AN • 0000•• CHOR CAPACITY ADJUSTMENT FORMU TABLEiB LA: y Ngo •• •• • •• Anahor C CI Tttb�Obs) r ANCHOR CAP.„,,,, • • 2ft C«•le+e 9.6k oma IlaBom CMU Filed CMU PT ao0 Metal (�)X\MULLION CAP.®�)=ANCHOR CAP.,,, y `' •• •• ••• • 0000!• 1u•69Em«te•mo tl4•saElco HOtaed 91281etl WZt3leel X g Moly 1YPQ Sns'Etoo Ueu + w•6bo UYAM st18•Eko wo. w•s o umaom Uk� A gw,�8a (" same(es) USE THIS FORMULA TO OBTAINP NDI N MAN V C-4 a • ••plmhorCOp��1Q• Uitr CAPACITY REQUIRED"CORRESPONDING TO AN • • f• avr r 21_ &ne• r stn' r 2-VC r 3-118• 2• o.4s• oAr o.saa•5500m, ACTUAL PRESSURE REQUIREMENT FOR THE Q O O • • tax• 1.311ri• tI" talo• z t-t(4• 1.114• 1•U4• t-w• tw• 1•w• r 7a/B' taB• 1B10e OPENING,WHEN IT IS LOWER THANTHE MULLION 0. as •tAaaOoa®OJ6'p0n.o.C.1Bwdad«O0edt3iP(n9.tk 39000 900bs 460th' 890ma 18140• 0• 2B61ha 36atlr 7 M 3740e the M 9411ha 442100 CAPACITY(FROM THE TABLE)OF THE SELECTED • 6an®+.1sLeLo.G/8tvga�e(«a •B•QB�k 46om. Too ma WA WA wn rm� 3aoma WA WA WA WA WA seeee seam' 1120•' MUWON.ITWILLYIELDAMINIMUMANCHOR 4Aodi•aQ3•MO O.G/�Zl6Ar5a+Tih/(Ra 3k 7BD 03 TB00a SSOb 1680 ma 18B06n 6romo 660Ori WA 760' 1480e .MO ma 1891'0 BW 7n fi86 me 5120 mo CAPACITY WHICH MAY BE USED TO QUALIFY •• An01wa® 0. yao• .k WA WA WA NH WA WA WA WA WA WA WA N8\ NlA WA 716 b ADDITIONAL ANCHOR OPTIONS FROM THE • 1 I a-ta•6T 1f15bi 195 to n_b, 44s ma 877 ma 135 ma 140 me 777 ea 9700' /6704 392 fOs 479M 'Tat 221 Iha 280 mo • YAnohn 1.15•MM.O 240b SSO m3 WA NIA WA WA lease, WA WA WA WA t8A 3110' M7m 68000 ANCHOR CAPACITY TABLE. •• P II0W-FOR THE4DtF41lA CLIP, USE Tlag SAM6ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 0000 FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCE RnV1SBD 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. W Rood 8 coda wit60m FRriml SFE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. '� tow I"' Acca N0 r •�� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE i FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS 21-2& I M Dow ami o . • . HOLES TO BE DRILLED IN THE FiELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2 LCr FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 126' VYNN ANGLE CLO'MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROAT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED E 4 ••.j� FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.76 AND BE A MINIMUM OF.126' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEELTO BE A7 1•X2•X.126•MULLION _ Ho,58705 �. LEAST.126•THICK AND A3&ALL ANCHORS WTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND = , THE MATERIAL..A10 8 012 ANCHORS INTO WOOD MAY BE 3TEEL,18.8 S.S.OR 410 S.S. J�•�� J j/p.•��W` tEOf : Gt,�,••.,,raoT±toP:CSC?:. A.LYNIiIiilRt�.E Fl.P.E.1;68705 TABLE 24 � MuNon Capeaft Table Opening Width F0rvelece*apwdng m101am)or ening ill t t(lorhomm�mYy a numorm) X�1111 6010 60N 701n 801n 80 in INN In In 14018 1801n 'y�1 Rent.," T4aORMV• Rest rq" TrWMane. ReoWW"1� d 714fySe9ReawnwIleT, ti � � � g �' $Rae+g"�' $TmWd8�' Redenpulff TrUffftD mgavrer • Loaft Loaft 1o8Lmm 1X2x.378 Lmdg Lwft (maUeft Us" Le-ft Ww" Loaft loedLeadas Loaft Loomm Loama Lnaft b�b " N cli ppb'Y'mMa3 , fill, fill, 1 h fill, �1 1 o$ dd III W LO r42170.0 828 1R0 436 16L3 682 1R0 478 179.7608 113A em 788.6 818 100.8 682 1889 617 00.8 !tW 18a9 617 76.7 862 188.0 617 84.8 ON 1888 817 adz 8BZ 780.5 617121A BW 1960 410 101.4 wl 118.2 410 AS 607 10&7 403 RO w7 1028 388 WA fA7 88.8 307 60.8 6W 88.0 308 60.7 8W 89.0 380 43.4 607 88.0 308 380 w780.0 �100.7 668 1148 310 66.4 488 849 371 741 455 80.8 384 8l8 468 848 380 WA 468 BL3 8W6L8 468 80.0 368 432 4w 60.0 388 37.0 488 710.0 368 320 4118 80.0 366 W S64 400 80.9 330 71.2 40D Bee 328 Ste 400 R7 972 634 4w W.3 218 47.8 400 64o 318 427 400 823 314 AS 400 61.8 319 30.8 400 87.8 313 287 400 81.8 353 m h t 801n 829 324 a" 278 61.0 324 W.8 270 443. 346 811' 284 AS Stn( 480 280 948 321 438 TJ7 81.1 37A 420 286 28.0 320 40.6 289 222 334 40.11 ?83 186 321 488 283 � (O J ]55 836 294 WA 44f1 281 483 248 384 281 43.0 241 AS 284 388 r9 288 281 WA 2H 210 284 382 232 224 284 33.8 230 701 284 834 230 188 284 33.4 230 Q Oak 418 9M 49A !113 ff2SS 22MS 334 269 WA 221 282 288 341 215 280 268 31.8 218 23.4 288 288 212 10.5 268 !10 210 16.7 268 27.7 200 148 20872N 0 A 101 20.7 2ffi 234 188 226 226 268 186 200 228 236 1� 180718 221 180 10.0 278 70.3 177 128 226 70.6 17817.9 248 188 778RN 30A 14A 773 2L8 208 AS I'M 19.2 402 2L8 1W V.0 202 117 186 183 202 16.4 70.4 128 2Cd 187 180 10.9 202 788 168 9.8 202 188 168 -4 7BN 294 166 202 142 22.0 162 127 182 187 1W 167 192 181 1W 1424 181 192 144 1800.0 182 142a80N 188 178 N O • BBN 162 N �O •• ANCHOR CAPACITY ADJUSTMENT FORMULA w • TABLE 2B • • • i••i•• AnchorCe Table s X DP (ANCHOR CAP.•o,•"• ANCHOR CAP.,® a • 8ueatmte: 2.7k Canalete 33k0fm. CNI Holm c0i CMU PT 13et•I ( )X`MUWON=.=). X Q ?� • •• •••• w 88 Ebo 5176•Eko w 88 Elco $to Bled M2 Stan! SO Stad • • • AmBor WW Elan 42tmaan w I]m UWmon 51, 3118'Eloo Kaon w Ebo 1819000 A utrmon AOp93dor Soma(OS)Baer(06) eomw(G6) USE THIS FORMULA TO OBTAIN THE'ANCHOR • •A11oh14rCOpP44Wa CAPACITY REQUIRED•CORRESPONDING TO AN f• •• Edatmo oma On7 T 2.1R 1' 2.1/l 3•tl8' r 7.irr 7• 2.1/1 r 3.178' r 0.48` 0.64• 0.531• ACTUAL PRESSURE REQUIREMENT FOR THE • • • •13•tld•4t k 1.98• taro• 144• I-3W r 1•w 1-ir4• t-tr4• 1.1H' 1-w 1-04• r 1818' tare' �8e OPENING,WHEN R IS LOWER THAN THE MULLION 42476'808. alam.W.01waopml 0f no ma 4wme Now 1844.0 270a• 2aama me 74090 W4 me asoma & 1a 911M 4421M �� CAPACITY(FROM THE TASM OF THE SELECTED � •• A ®f.51 (. 4808! 100 tea WA WA NIA wA 3w be WA N01 wA WA WA 802 me 086Ien 1120 me • 4 11N74a alrA 3): 78Dm0 Twmo on Illusion 1888me 6(0 me 6w me WA 780 me 745 m/ 8w me IBB48• 882a Seems 112098 MULLION.IT WILLYIELDAMININTO QUALIFY UMANCHOR f itAmtna Q&'W 668 O.Q U{bp,Ydo. t WA 8VA WA WA WA WA WA WA WA WA WA WA WA WA 7160s ADDRIONAL HORMAY OPTIONBE ES FROM THE •• •• •f•• tAnoaa ( Y 1Wft 1ffi0• 278 me N6M W20A 196 me 14090 771 me WOme lay lee 932 ma tl$IhB 170M 22100 2wW ANCHOR CAPACITY TABLE. •2Aesmm 1.16•MK QC1 Ff2p lR9.ak 2W ion 9w ion WA WA N81 WA 19D ion H1A wA WA WA WA 94188 M2 me 080 ion NOTE:FOR THE CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP- PRODUCT RBVISSD FIGURE 1: IGURE 2: TABLE NOTES: w c P1YN8 wish do FIOf�Y Bid dNB Code 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1�, r pAaa4pt-m NO • SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS• ion Dale 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. B6dYYe.1I YreduM' GORE 3: 3)MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 I 1 I • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2' LYNN FIGURES SHOW SUGGESTED,APPROXIMATE HOLELOCATION8. P��•.•'�(GENyF•.,F,p �� ANGLE CUP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FII LED 376' CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-M.WOOD SHALL BE PRESSURE TREATED ;• No.58705 7's FIGURE 4: FIGURE 6: FIGURE @ YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063-T6 AND BEA MINIMUM OF.126' 1•X r X.375 MULLION = THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045 THICK(1S GAUGE).STRUCTURAL STEELTO BEAT LEAST.126'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1 N THE MATERIAL 8'10 a 812 ANCHORS INTO WOOD MAY BE STEEL,1 -8 S.S.OR 410 S.S. -S Q ST TE F S�nNA� A.L RN P.E. FL P.E.#68705 TABLE 3A lilt MuBtan a Tette OPen1m A0t1H1(tartert19BBy-epemfng n9dl0w)crr0 eNn9 HeIBM h9d29rwlly BpeninB�� IS �'�606 win 706 606 win 106 1206 1406 iw6 Rectergim Tu0rt7 M. Rea1mMW T1oP1t0atg. Rmt•+ptar 4ePn6Rammptaar 4eMde0- TnPRdanB. Re4an#alar 7ta9rrdm9. ReoteaBaaT Ttamlydug Reeunpa• '04D/t'darB 91127611 1oa�g 14aanB laaan0 Lea" Loft � I-" U&MV Loa" Lowft LoaM9 baan9 twdnB � laadap Losav L-ffm �a! fill,.375 AMM 11 1a I � � � � a � � a � N ^ .m �t Z 126 ROA 820 1TOA 436 170.0 7N 170.0 478 170.0 bw 170.0 608 1TOA %1 170.0 619 f70.0 1118 170.0 621 t70A 1210 170.0 621 1487 1501 170.0 621 121.0 1301 170.0 621 111.0 1301 170.0 821 LU 486 170.0 760 1TOA 424 170.0 860 170.0 1184 170.0 OW 1711.0 830 170.0 1135 170.0 681 1618 1W9 ROA 8rr 1388 1138 170.0 Bw 1134 1138 170.0 660 978 1139 170.0 860 85A 1139 170.0 on . W.1176tal 170.0 1 70 ROA 689 I Inc I 688 170.0 891 I Ism I 1032 170.0 04 140.8 1032 170.0 723 130.0 IM 170.0 747 1117.4 1032 1 170.0 768 974 1032 170.0 760 634 1032 170.0 768 I TSA 1032 170.0 760 Q 666 170.0 707 ROA 612 161.3908 170.0 691 1362 607 181.7 730 MA 607 162.0 720 107.5 OW mm 714 OU1107 141.1 710 MW 110.0 708 60.1 007 140-0 708 WS 9W 140.0 TOB LU 1' 606 1141.11 795 ISIAIRA 796 W0.8 811 IOU 738 118.0 W9 "21 756 to" NO 70.4 736 00.6 6Ki nil I 736 I 28.1674 wA 736 W.8 674 WA 736 91.0 674 14.1 738 91.6 W4 0310 Val m130.0 WO 101.0 688 111.5 667 WA 668 1" 617 763 868 00.1 658 W.7 W 834 531 80.9 M MS W8 wA 868 U-8 871 43.8 ON 768 621 30.1 BW MA • 6136 BW 1124 622 885 BW 98.1 611 70.7 Bto 1110 wt 60.2 HW 77.1 493 680 W) 71A 188 63.0 607 81A 401 442 BW 83.4 178 WA BW 827 474 53.1 8W 617 471 •• 726 111.6 610 wA 415 610 73A 134 683 49 BA3 426 61.0 610 W4 410F3- Ir 635 415 40.8 6111 60.0 406 340 810 {6.8 402 743 610 44.4 389 16.6 810 44.9 388 = J 1511 • 766 40 A 466 BTA 369 49.8 460 64.1 386 19.4 456 468 '378 '148 973 34.7 453 41-0 30 28.8 460 37.7 381 2/A 460 98.0 389 M.7 460 36.7 38D .J 'Z •• a- r 786 849 496 4W4 381 67.6 68.e 3TS 464 435 49A 3W 40.1 196 {47 Jw 40.8 966 521 436 341 361 20.6 486 34A SK 22A 136 328 941 20.1 436 • M O 604 414 327 43.1 260 364 286 20.9 327 31.0 280 78.1 28A 276 ffi.7 271 20.8 927 237 260 17.4 S1'/ 21-0 292 NA 327 185 268 • 606 .4 50.4 607 267 707 260 261 2411 2W 260 248 21.6 2W 211 2N 211.0 2W 173 2W 169 2W 1606 •43 221 924.7 208 20.2 227 2DA 201 175 221 10.0 160 161 18.010W6 21 227 fw 14 RA tol •• • xLE 3B •••• •••• ANCHOR CAPACITY ADJUSTMENT FORMULA:Anah6rCa a Table ANCHOR CAP.,,:::2�Ic camde gAqCe9o, Hdwcmu Fieri CMU PT Wood Mew (D�)X( ANCHOR CAP.® � -3 iw as Eleo 5RE100 u4.88 Elco 610 Sleet 02 Btvd 612 Sled `MUWON CAP.,o,o,,.�6 888 •• •• • •• g 8HBfibol08mae v4•Ebollatmon Lot, 3n6•Fxouvoom U4'EbolArmrn A9pattalar UOleom Appre0e6r SMWPOS.re�e(G6) em79(es) CUSE THIS FORMULA APACITY REQUIRED"TO OBTAIN THEA CHOOG TO AN • pnohor0111fPNlMls ACTUAL PRESSURE REQUIREMENT FOR THE • • •UDa Oh n60vk r 2.72' t' 2.72• 3118• 1• 2-tor P 2.12• r 31111' r 0.4r 0.64• 0.920.' • 13/P 1914' t3H' t3H• r 141• 1-U4' 1-tw mw t-V4• 1.714' 2 1318' WY8' umbo •• 2 ®. 191eigr6or COp Y 30 be 360914 460.8 ee99m 78149e 27068 roe 354tW 749 s741ha 864tb8 ba a1t68 4/2 mo 0» OPENING,WHEN IT ISLOWER7HANTHE MULLION 4 Ann0o•®11 8hMer0(or09eeq gp(Fg.1k 4w8n 7064 WA WA WA WA 380164 WA WA WA WA WA 68203 sums 112968 CAPACITY(FROM THETA MINIM THE ANCHOR ID 4AncMla T68a O.G/(2)216 Atg6lppst6`W.9Y Mtn 760b W-b-i 1860 no 188Un8 6102, 660 Poe WA 7602. 748 We 8801ha 1892®. 6B2W Bw 168 17209• MULLION.ITHIC YIELDA MINIMUM ANCHOR 2 Aeetam®0.46•N9t O.G.I uCiP,66.126•A9vo.lFq-4Y WA WA -WA WA -WA WA -WA -WA WA WA WA WA WA WA 7159u CAPACITY WHICH MAY BE USED TO QUALIFY l pndv7Fjip(FIp.6Y iw•a IN= 2266. 44865 8729r R69n t400a7 t rpe JIOlb4 tW 66 532166 473 ibe i70W 221 Os 260 ma ADDITIONAL ANCHOR OPTIONS FROM THE 2AdcbM I.1 WA0.G/Fa 249 ms 960D3 WA WA WA IUA 190 Ps WA WA WA WA 34108 44218 Z500. ANCHORCAPACITYTABLE. NOTE FOR THE OFFSET CIDP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD(XIP. Cl)CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. PRe>auce RSVISBD a9 wmNYtu6 vrid7 W0 Florida Accept.Na 16-0 2a8•og FIGURE I: FIGURE 2: TABLE NOTES: --I 1.000' r-- BaP4atian� 2021 • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. BY SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. Proms Ciooa•1 2)LINEAR INTERPOLATION BETWEEN MILL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ``��ONy � FIGURE 3: 2.7b0 ` '<< '' GENS F i� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. ��:✓ t,7 F �'•.� r • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS Na 58705 ANGLE CUP MUST BE USED IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFlCArTIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED -377-b' ' FIGURE 4: FlGURE b: FlOURE @ YELLOW SOUTHERN PINE WITH AN 30 OF O.6b.ALUMINUM SHALL BE 8083•TS AND BE A MINIMUM OE.128' 1 '• THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.048•THICK(18 GAUGE),STRUCTURAL STEEL TO BE AT 1'X 2.76•X 576•MlAL10N 'U� FCORIOP. •\�� {� LEAST.12b'THICK AND A3&ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND :F •... .• G Il__ll_� • • THE MATERIAL 410 6#12 ANCHORS INTO WOOD MAYBE STEEL,18 8 3.5.OR 410 S.S. 'A4 .. R 7P E. FL 58708 TABLE 4A 56u8ton Capaolly Table Openitt8 Width(br wr8a2lMepemin8 n6Nwte)or ning H*lWhl(tor tnrimr 1457 epemltg"am) 6941 eom Tom mm corn 14141 112ok tam 1tt2T8i 1 1 R 7tiP RmWpRa 7rap7Ttlag Rmhig lr TmWM-g' Rmbnpjw TnG ma* Redfrawio TnW ftl% Rmtm•ea Tta MW* Rwtogder Tuowe* 'Oe gftk& FY (mfg Laa tg tafg Laa t• emanp lmdtg f4edtg ►eedrtp lmfg LOefp Laft L-ft Ladn9 Loadn#O• lmdig LReaaO L46dro lmdle9 d ,8,0 Ahm 4241 1171111 020 170.3 498 1700 7u 470.0 476 170.3 Om f70A we 11711.3 m 170.11 619 17U iiia t70A 821 170.3 1240 17411 621 vao tom 170.11 at 16x7 7030 1711.3 621 7366 1417 17&0 bat W 4641 770.0 708 170.3 624 1711.3 410 170.0 641 170.3 9B2 170.0 410 170.3 1133 170.0 SH 170.0 1216 170.0 e77 170A 1417 170.0 ON 141.7 1417 170.0 NO 121-6 1417 170.3 ON 100.3 1417 170.3 410 60.0ffim 170.0 747 170.0 W3 t70A 418 170.0 831 570.0 tON 1740 864 74111 ties 570.0 7Zi 1828 7241 1740 747 148.3 1288 170.0 758 721.9 UN IMO 741 101.6 1241 170.3 741 01.4 11241 570.3 760 m po � ul. 110.0 767 1740 012 110A 068 1740 691 470.3 1116 170.3 764 750.7 11-30 170.0 603 130.9 1130 1740 417 12110 1130 170.0 $65 100.6 1750 141.0 411 80.1 1150 170.3 411 76.3 1190 170.3 int sok 1740 am IT" 761 1460 916 1..3 781 126$ 016 144.3 746 Too; 916 Ina 736 970 916 123.9 729 07.0 oto 110.6 r20 732 016 N4.4 718 0.20 916 114.4 716 610 016 114.4 rib � ink 830 Iola'710 t2ab 410 130.9 691 100.6 090 1232 0al w.0 410 1122 670 94.4 588 10(0 412 70.8 030 WA 410 930 850 84.6 646 642 0.30 94.1 819 474 830 w.7 649 � g^ • Goin 110.9.1 757 N40 ON 110.3•7p 119$ 838 767 to" 024 a" 767 90.1 614 70.4 767 41.1 an 60.0 767 542 841 600 707 572 600 472 767 70.3 697 41.3 767 752 int N { •• 72k 101.7 838 OBA 412 sin 910 610 72.7 830 841 0.30 0.7.0 s39 721 521 68.6 Rm m-6 514 W.9 530 925 ow 420 410 672 641 SOA 418 SAS 497 310 mR 412 497 ] - Z • -taa •• ?Om A �1 441 721 1 70.6 441 ri 01.4 479 54.1 671 41.6 471 404 571 410 404 43.2 b71 611-6 40.0 30.0 671 410 451 90.9 Bll t4-6 447 270 Wi 4t$ 440 • 78k 800 842 ea4 p4 6a.� 70.8 441 ml1 642 82.1 4Ss 50.0 642 55.7 449 44.4 542 61.0 442 400 GO 476 437 33.3 642 429 420 280 512 40.8 426 25A 542 at 421 Q Q? o O • 90k 02.1 407 60.7 501 40.4 941 azs 497 30.6 949 326 407 *302LS 32.1 0.75 260 407 20.8 334 21.7 4117 2e.1 927 tae 407 24.1 322 10.3407 25.0 ateXO0.498 u.t 320 f.• 372 at1 30.7 969 920 941 2.ae 941 28.1 341 210 350 240 296 170 941160 416 190 284 dS20* 30.6 266 � 250 261 21.6 241 0.2$ 247 15$ 26:1 110.0 zoo 1161 763 fab 237 4W.3 742 23.1 287 23.6 238 10.8 w 20.8 235 173 207 18-6 228 U X Q 1 O • • Q •- 17Am �A 219 7a3 v9a 16-6 241 f6.i 229 tat 241 ANCHOR CAPACITY ADJUSTMENT FORMULA: g 0� • ANCHOR CAP.,,,,,m, •• 'pMpBLE 48 • • •••• Anohor Ca Table ( AKI k cmaote aat caw. NOWW Feed CKW PT Maw (�)X`MULLION CAP.,,o,.„ •ANCHOR CAP.,,, -e •• -0-0 • tubU4.69 Elm 5116•Eteo 1H•66 Ebe 6110� mated 612 Steal •itP Ebo URtemo AppteOBlar 8wM(65)!tear((i5) 30.0..(86) USE THIS FORMULA TO OBTAIN THE!(NCHOR • •••••• Aadwrlypx Sn8•FJoo W1Mow 1rP Elao Woman 3774•Q1olA2-1w 1p'fi160190aean « CORRESPONDING AnahorCOt•PtdNm� • •d9e� t• 2.1? t• 2.171 8-110• 11^ 2.12" t• Z-7R' 2' sire' 2' a4B• o.0.• 0.324• CAPACITY PRESSURE REQUIREMENT FOR THE •• •• •••• lfhedmad 13/4' t-0rP t-sw I w T 1-174' mW 1.114• 1.114• 1.171• 1-il4 ? 13rC b3r6• 2Anahae® o. 6wlmWatxsela4(F1r.fk seoa 3W•s 414 690 t •a 27oW 241 O4 Sb4•e MRS 574•e rbe we @a S411W ws 641 0e OPENING,WHENRISLOWERTHANTHEMUWON 4Arohae®1.1 r tfattdetd(arota40 tsy(FIp.2k 4811 tin es WA WA WA WA 341 OM WA WA WA WA WA 412 roei MULLION.IT 11211•e CAPACITY(FROM THE TABLE)OF THE SELECTED 4AmM•®5•Wu 0.¢/71)236 Anile Q9al Ria 9k 741 BM 7m•s NORM 168810e iNaRM 660b am 100. WA 370 " 748•e 410®4 im2RM N20.4 7863 CAPACITY WHICH„WILL YBE USED TO QUALIFY 2.3411113®0.45•ROn.O.C.TUap.mk.f2s Mum.lFlW 4k WA WA WA WA WA WA WA WA WA WA WA WA ISA ADDITIONAL ANCHOR OPTIONS FROM THE f Amha7FC6P 9T0-Bk 141OM 1mb 241 RM /161b3 822 RM 130.the 140@e 177•s 370 Ne teT RM 392 k1 473 the 170M 2211 ma 28020 2Anohn t.TT MIa G.G/ Rte 210.4 150•a WA 119.3 WA WA tin lbs WA WA WA WA WA 3111W M2 ns 641 bs ANCHOR CAPACITY TABLE PItODUC7461/73811 NOTE:FOR THE OFFSET CLI',USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. as amnWrma wtat eh7 F7bride Bnildtag(bda �„p26rjj.G?3 7411 FIGURE 1: FIGURE2: TABLE NOTES: -� 1.000• �- B+>mnOMfa 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. of \177 t 1j7 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760` Q��t:'VtGEN3E'•.F•Q HOLESTO BE DRIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ILLED ON SHEETS 21-23. •••�� FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. ANGLE CIDP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 901 SPECIFICATIONS.HOLLOW AND GROUT-Fu I F 669^ .ay CONCRETE BLOCK WIT(CMU)SHALL CONFORM TO ASTM C-N.WOOD SHALL BE PRESSURE-TREATED -(- S A `r Fltil1RE 4: FIGURE& FIGURE S. YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 8063 TS AND BE A MINIMUM OF-12Y �� F P•' C9.� THICK,STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(18 GAUGE}STRUCTURAL STEELTO BE AT • LIL1^%2.75'X.860'MUWON� LFJIST.126'THICK 038 ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND i Sg . THE MATERIAL HI#108DAANCHORS INTO WOOD MAYBE HAII TES.S.OR410S.3. irr�r�U�A}'6tt`�� A.LYNN MILLER.P.E. FL P.E.#WM • D TABLE SA � Mufflon Capaolly Table opening Width gar vardlsParWngmdRons)ar Mum Ho1gM(tmtnLIII-) yy�y4JJJj�D�tt Gold win 71H. sob 90ld 10DIn min 11018 look, S� O Ram 7tt4i01•t9. R4 T Redctmti� �e00' R+ ymWffi., &"Si• T WWan9. ft"Vi• Tt�RGtm% Rentn" Ttc"wo. Naomi Ttepfsaq. lteoten•ti• lodttg �14 v x3.128'x Ina•ro�$ Lola• laedtro Lowy 9 Lw t• LoOat 9 laet589 toedtp Lodtg Lao" LoadnO Lodes toe i• Loa•tq Loa1n9 Lc9dn9 �^9 I� um uMaMuBgg tf� � � t �' t � � �' �' � r ' �• �• co CD CO W 0 426 170.0 020 170.043S 170.0744 I= 470 170.0 6M 17U M6 170.0 992 170.0 819 170.0 1118 170.0 621 170.0 124D 170.0 Gil 170.0 1495 170.0 621 170.0 1738 170.0 821 1614 1802 170.0 Wt J 48I 170.0 706 170.0 524 170.0 650 170.0 504 170.0 999 170.0 830 170.0 1133 170.0 est 170.0 =Jim an 170.0 1417 170.0 880 187.7 1577 170.0 860 130.1 1577 170.0 6M 1163 1571 170.0 800 � �y� co 60.8ffild 170.0 747 170.0 583 170.0 096 170.0 831 170.0 104.0 170.0 894 170,0 1198 170.0 727 170.0 1346 170.0 Al 170.0 1494 170.0 766 t41.7 1495 I= 768 121.5 1MB 170.0 758 100.3 1406 170.0 758 o a 0 546 170D 707 170.0 812 170.0 989 170-0 891 1780 1118 170.0 751 170.0 1276 1780 803 185.1 1401 170.0 837 149.0 1401 170.0 858 124.c 1401 170.0 881 10&8 1401 170.0 881 99.1 1401 170.0 861 m N coin 170.0 805 170.0 701 170.0 1083 170.0 M 1686 1188 170-0 M 130.7 1160 1W.0 928 123.0 1198 168.6 917 111.0 1180 11.07 910 928 Itdc 144.6 907 793 1168 144.0 908 09.4 1168 tM.6 803 J .I Min 170.0 on 170.0 745 180 1049 1170.0 650 131-01 1057 16" 8M 11&8 I 1049 1141.7 so IMA 10401 t320 838 969 tOW 126.5 028 700 ISO 1193 820 860 1049 1180 819 690 100 "as 610 656 968 170.0 789 au 966'1151.3 M4 110.1 9M 133.7 7M IDUI 086 1 MA 778 ou 956 1112A 786 83,4 965 108.4 M 890 956 99.8 749 608 966 8L7 748 521 W 96.7 740 ? � ,^� • 726 126,$ 134.0 1 114.9 eW 910 101.1 ero 603 exi 913 71.4 MS 830 049 643 803 760 012 63.8 803 723 092 480 603 M.0 020 40.1 803 M W7 N Z •• • Is Iwo 1093 711 114.1 a29 11.0 729 WA 618 70.0 721 86.1 M6 68.3 721 780 896 s0.? 721 70.1 8M 6{.0 721 88.1 879 48,6 721 690 6M 69.0 721 G68 881 $b1 721 88.1 883 786 106.4 Mal 643 UJMA 807 722 am 700 6Tc 03.1 884 700 6W 861 884 64.4 568 50.8 884 69.9 6'51 421 881 54.1 841 361 664 101.31 838 310 884 50A s34 • 906 06.8 614 WA 1 573 448 470 814 60.0 440 41.1 814 "A 433 38.6 81{ 40.5 427 329 514 373 421 270 514 39.0 412 245 20A 814 20A 403Bald 843 462 68.7 404 462 452 47.0 398 367 462 400 380 330 IQg 380 384 0.1 462 320 375 2L1 462 6'93 373 228 162 28.8 385 10.4180 452 228 366taL CO 327 917 273 387 28.4 312 'C1.8 387 262 306 21.1 367 22.7 303 19.0 387 200 709 f5.0 357 160 2931III in 3�! 3sA 30.1 301 260 336 28.1 208 ala 339 23.1 292 19.8 338 2oA 2M 17.5 338 10.0 264 ib0 336 18.5 27c 125f1.0 399 tae 2M �! x N Y • • •• 1206 27p 4i2r 262 293 44.31 � 23.7 2M 180 2M 2D.6 268 17.3 268 161 262 164 20 18.3 248 130 2M 14a 249 110 2M i2.5 210 AB 259 11.4 235 8.7 288 10.4 232 Q X � tO/� O • TABLE 5B •••• •••• ANCHOR CAPACITY ADJUSTMENT FORMULA: g �� •• AnallorCa TOWS ANCHORCAP.,,o,,,,•, • Tt0•cta0 18k Come. N4GmrGltl FOMCMU Frwtsa Mau (DP)X{ =ANCHOR CAP.,® , Y1'83 Et o 5016'Fxo Y4•SS Elco 010 M 9128121 912 sled MULLION CAP.,e,�, •• •• • ••46f1s7)pet SH6'61coUtrsm Y4•B4oU5.em BnU sn6'ElColllam v4'2xoUitracm A9D�r ttaum Aggmo" sew(ta51suw64G Bere56te) USE THIS FORMULA TOOBTAIN THE%1NCHOR • AnchorgP114poel8a8 • • �•° Iwe INC tau• M �r 1-Y4• I-V4• 1->K• 1-VC 11a• 1-vr 2 i4v 14V verba ACTUAL PRESSURE REQUIREMENT FOR THE • •• gecGm494 .c.Ilastl9plor c4 >Y MD6e mom iwea 1 lbs 270bs 20Dme 3642, Toone wsns m 948 me 9116, 442 m5 6som OPENING,WHEN ITISLOWER THAN THE MULLION 4Atlentnp oo Slalmt0(4ro16g1C�07a?i 49ome 70D9a wA IYAa 6826. MGac 112D06 CAPACITY(FROMTHETABLE)OFTHESELECTED 4ARhms oa7 2t6Atab(2lD5I(Rg97 T00a9s 7BDme E80be 76wm57 5009e, Nm 700me 74b 8B0•e 18929• 6821M Mems 112926 MUWON.RWLLLYIELDAMWBdUMANCHOR SArcta•®0.46'Mpt0.Q./U ,InIo.426'ANa LFip 47 Na WA 111A1 wA WA Na Na 4073<fs CAPACITY WHICH MAY BE USED TO QUALffY ps 44525 Us Its 177297oDa 197a. ss2m, 473M 17057 26e 290.6 ADDITIONAL ANCHOR OPTIONS FROM THE :Wr 96026 Na WA 190106 WA Na Na WA Na 511 a5 142106 GM 915 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUCDMPI REVISED AS THE STANDARD CUP. PR U�yitpy tvlah Oro ptbdda F-1.000•�i Atogq. No X6-02 •03 FIGURE 1: FIGURE 2: TAS LE NOTES: tat°A�o 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. AU Dodo 110 1111 111SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. .11511 I.I III 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLExx 3.126• `��ON( ,,.,,, /((��i� FIGURE 3: ` F ' 3)MULLION AND MULLION 02_IPS BROWN ARE NOT TO SCALE FOREXACT DIMENSIONS, SHEET821-23. �GCNS 14OLES TO BE DRILLED IN THE FIELD FFIGURES SHOW SUGGESTED.APPROXIMATE FOLLOWING HOLE DIMENSIONAL OCATIONS.RESTRICTIONS SHOWN ON SHEETS 21-23. .T';; �.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES-CONCRETE SHALL CONFORM TO ACI 301 SPECIFK ATI0N3 HOLLOW AND GROUT FILLED -M Fj w' LL CONFORM TO ASTM O-W WOOD SHALL BE PRESSl1RE-TREATFD CONCRETE BLOCK UNIT(CMU)SHA1.� a' ( FIGURE 4: FIGURE 5: FIGURE S: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-T8 AND BE A MINIMUM OF.128' STATE > 1•X3.126•X.6'I4l1LLK)N ' !7 . P• \�; I I I' •7' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 ANO.OW THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT (1•VF MULLION %t�� •r1 OR10•••�G THE MATERIAL-l#10 AND #12 ANCHORS INTO WOOD MAYBE STEEl,METAL SHALL IB-8 S.S.OEND AT 4 LEAST S SSW THREADS BEYOND Ts'SION&� _J A.LYNNII'LER,P.E. FL P.E.#68705 TABLE CA }� Mu81on Caoac Table pa, Opening Width(for 1•1em67-spard mdion9)orOpeningHeightKorllodmllMe Vwv1119mtMcm) 68N sob TON 68N coin "a In Im In 14N 168N te n �•m Reotngeiv Redanpia VWWXg. Peodmdm Tmp+mwo Ream•dr TIW M•p. Ra.ter474a< VeTmtam R.ampd• tle4Jrd•68• I6 iu TapTMm. RaOte0P0a ltgllyd•p. » 1x4x.126 I.o0B1p 100..00 1>ra6+e tnedn9 Los" lump LmsaB Lm•m Laa1m I+Odro Leadm loel•w loamy Loam lO.dn9 Laadm toemo too" ' d Z 11 1 1111 mufflon Of � 42N 170.0 I wo 170.0 439 170.0 744 ilea 470 170.0 BBs 1740 M15 IMO 692 170.0 019 170.0 1116 1700. Mi 1170.01 12W 170.0 MI 170.0 I 140 770,0 671 1*1 149 170.0 021 127.6 1409 170.0 MI � _ 4N 170.0 706 1740 524 1700. 890 1170A 554 170.0 992 170.0 No 1T40 1133 170.0 BBI 170.0 1276 1740 677 1 14.3 1303 170.0 880 1130.31 1300 1740 050 111.7 1903 170.0 880 97.7 1341 770.0 No 6D.8'IN 170.0 747 170.0 683 170.0 BBB 170.0 891 170.0 1018 170.0 M4 Ilea 1189 170.0 723 1641 1236 1740 747 148 1276 170.0 768 117.1 230 if OA RB 1 168.0 1286 170.0 768 fila 1270 1740 768 W 681 170.0 11181,50117" o � 791 17x0 sI2 170.0 088 1740 no 704 154.4 1168 170.0 80:1 137.2 1168 170.0 517 123.6 1106 1740 NO 1028 1166 Ina 681 o6Z 1t68 1749 661 772 1166 1740 861 m 84N 170.0 m sob 1740 an 170.0 701 168.7 1042 170.0 7s7 142.0 106 181.1 632 12LI 1042 1447 Ms 1173 106 INA em 1040 1042 130.2 781 77 83.4 106 126.1 702 710. 106 120.1 702 820. 1012 126.1 782 F•-'� BSN 170.0 BDO 170.0 74 1812 ®2 7818 61B 179.0 682 14M 788 110.{ 882 131.0 782 100.8 992 121.4 TBB 80.7 B92 114.0 768 70A 1182 700.{ 74 B4A 96 tOBA 74 60.7 BR2 1060 744 68 N Z. 917 1740 789 137.0 047 1440 786 118.1 687 1345 788 100.4 687 117.7 762 Bl.s 0{T 708.7 778 e2.7 s47 tow 727 65.9 847 911 713 68.1 967 94.0 711 51.7 047 W0. 711 Z �� • 72N 0068 •F! RT 7Y/ 1153 119 CdA 722 97.0 Be 1040 700 6l.9 849 944 868 70.8 868 80.7 we 87.0 m 827 076 5" 849 T68 6M *A M9 726 868 428 86 72A 861 ? a Z •• 78N 1156 782 1247 886 780. 102.0 852 B28 782 80.0 868 72Z 702 BOA o28 04Z 782 74.2 82o or.8 702 683 613 4.1 782 p.8 809 41.5 782 6111 887 341 Ts2 68A p5 • < < r 78N � 11A 834 510 724 94.9 621 789 724 82A 600 68A 724 74.4 090 69.4 724 88.1 691 63A 721 83.4 509 44.6 724 678 673 382 724 61.3 687 93A 724 83.6 8B6 -. C •• • BDN 8sA 543 71.8 403 681 54` 00.7 474 49.7 56 62A 468 438 66 47.1 468 38.8 66 6A 452 316 66 NA 448 20.0 6q 34A 438 74.0 84S 321 430 21.7 !f6 90.7 428 • • OBN 078 478 MA 427 4&7 419 40.9 478 43Z {6 35.8 478 38.6 408 31A {7B 360 400 20.7 478 S20 390 239 {7B 28.1 368 20.5 478 26A 380 17A 479 24Z 370 N •,� O g< •• • 168b •08 •7A 41.1 3{t 1718 �• US 335 20.0 377 30.0 330 28Z 371 2B8 326 224 37r 24.0 MI 20.1 377 220. 317 18.8 317 1•.0 S70 14.{ S77 17.1 304 X JS X 84 • • 111 N j 3% WA 323 � �7• 31.8 310 260. 357 27.0 313 233 368 24A 309 20.6 367 2U) 368 160. 357 20.1 301 154 367 ITA 204 11 • 179N 29.9 908 298 218 251 274 210. 308 21.7 270 tea We 193 767 16.3 306 178 683 � X Q O 0 • • 14b 07.0 212 173 IN • < ztuQ ffi,Q • ANCHOR CAPACITY ADJUSTMENT FORMULA: - (Y ,� •• 'fitLaLEBB • AnchorC t T le ( • • • /ANCHOR CAP..�..o. ANCHOR CAP 2.7k � BnDetmtec 271 CK nft 3.681 Ca•. HOW= Filed CMU P WON mew (�)X`MULLION CAP.,.�,m�e w'88 EWO 6fte•doe Ile 86 EboVRWI ►128teel 1112001•� •• •• •• Anatavlypa 9/70.EIM Umamn w•Eb.umama • � 3t/e'EboulSswu 1/Y Ebo lIDaom A tdrwm A9pnt4mor )fi0ma M5) 8ae1rt015) USE THIS FORMULA TO OBTAIN TFE'ANCHOR pnahorC�Ig4P9t�em� • Iiik r 2-t0.• r 2-t0.• 3•tla' r 2-t? f• 2-f? r 3.1/4' r 98P a.924• CAPACITY REQUIRED'COIiRESPONDWGTOAN •• •• •••• BODadm4etli tale rare t-3V• taa• 11 7-tie t-ue t-1p• f-w• t-w• f•7rc r 14V woes ACTUAL PRESSURE REQUIREMENT FOR THE Am601a®4.7•'MIO. 0.l a0Q4H CIO(FI11 3Wb. 990 4S0b 680 me On 2I1w 2-1 Rte 740 me 374 ma 684 M8 948be42DO me OPENING.WHEN IT IS LOWER TWIN THE MUWON 580•. 14f0b. on FA WA6Wme embs WA eeol5a WA BB6I0. 1720.b. MULLION(FROM THETA MINIM THE SELECTED WA WA WA ISA 768b1 WA WA WA WA WA 7770100. 2240IDaMULLION.IT WILL YIFJ.DAMPIIMUM AN(2iOR 4AmMee®8•tmtO.a/rp 7a8A1•b Clpe/ 880 mO WA 74be 741m eeoroa tee2m. 886 b. I=to CAPACITY WHICH MAY BE US®TO QUALIFY n*1Ql1oa14t170be t0a0b. 2340b4 28Nba efob. aWbe WA 7t4b. 117741. i920Ea 283868 t32rba 786804 ADDRIONALANCHOROPTIONSFROMTHE 4 AmMm A0AW MN O.a I OC•.9do.726•Abm.(Fi9.7k WA WA WA WA WWA WA 1470 b. ANCHOR CAPACITY TABLE PRt)dUCI'REVISED 2AmhaaG2r'b'AIb.O.GIFCW(Fi�ok 33DM 950Om 28090. 768M 47BOn WA 268 b. WA 318b WA 44 b. WA 347 Rn M21he OBobi mwmpl7N8withWol:I1xi614 4 AOOlta.A IAV YhO.C/ 9k 4004 70D Bn Ns1 WA WA WA Seem. WA wA WA WA WA 86 R• 886 ba 11211e• ou +� 1.000' r'-- A011dm6jNe1(o-618.�'� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 'mu m OOte RO1:I TABLE NOTES: BY FIGURE 1: FIGURE Z FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION 0 LOADING.SEE • • • • • • • • • • • • SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. �� O\�..••••••.1��! /��i • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • • • • • • 3)MULLION AND MILLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4' •{; Na�y� •7t TO BE DRILLED RN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 6: FIGURE @ FIGURE T. SUGGESTED.APPROXIMATE HOLE LOCATIONS. • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED %Pn STATE �M1 • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CEO.WOOD SHALL BE PRESSURE TREATED YELLOW 12b` ��T�'.. C...... ''r SOUTHERN PINE WITH AN SG OF OSB.ALUMINUM SHALL BE 13063-T6 AND BEA MINIMUM OF.126'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045 THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.125•THICK �SSI�NI\t1- ANGLE CLIP(FIGURES 656)MUST BE USED W PAIRS AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL..#10& 1•X 4•X.12b• A.LYNNrf�It I EOR,P.E. 012 ANCHORS INTO WOOD MAY BE STEEL,IBE S.S.OR 410 S.S. MULLION FL P.E.#58706 TABLE 7A MWIIon CaPaft Table Op9nInB Width(rar wedce0yepeMn9 rta00116)•rOpeft6ng Height(for IWmlDBN 6P 9 mmons) 50M 801 701 801. 90 W 1001 t201n HOW 1501. 8� Rem Lq�ltdag. 7YePnHeop- ne@en80sr Tapnhazt• Reetetpdar > n9. Reetw9ft 7mpn1•i• Tmld"111 95- fteateOpWa Tmprdav8 ReaYa9+lat Tmpmb g. TmWillmD. n x.378 Los" Ioaft L-09 bang L ado 1.0aft bait Im&g I=" •I-" teamt Laemg tmdn9 14e®t LwMD 140009 foafq �Y mumun 11 fill 1111 11 fill I a I I a I I I I, 1 1111 U) a 42 In 170.0 695 170,0 495 170.0 7" 170.0 478 1170.0 886 1 170.0 606 170.0 891 170.0 819 170.0 1118 170.0 621 170A 1240 170.0 821 170.0 1488 IroA 871 170.0 173# 170.0 emm 170.0 INS 170.0 621 J 40in 170.0 706 170.0 624 170,0 660 170.0 681 170.0 on 17¢0 830 170.0 1133 170.0 881 170.0 1278 170.0 677 170.0 1417 170.0 No 170.0 17M 170.0 880 170.0 1883 170.0 880 181.8 1074 170.0 610 7 2 60.826In 170.0 717 170.0 663 170.0 896 170.0 831 170.0 We IMO 684 170.0 1195 170.0 M 170.0 I946 170.0 AT 170.0 1494 1740 788 195.0 1793 170..0 768 168.0 1BiB 170.0 788 138.6 1019 1740 766 LU O 6410 1740 761 1740 811 170.0 888 i70A 891 170.0 1t16 1740 761 1740 1178 170.0 9W 170.0 1434 170.0 937 170.0 1684 170.0 888 16.00 1709 170.0 861 17/.1 1798 170.0 881 120.0 1788 170.0 Sal = y 6061 I?" 986 170.0 701 170.0 100 170.0 7W 170.0 1210 170.0 WB 1740 1417 170.0 614 1740 1611 170.0 998 166.0 1819 170.0 1039 12.08 1819 170.0 1083 1ItA 1810 170.0 tOW 613 1819 170.0 1067 C- J W 1. 170.0 WO 170.0 746 170.0 1118 170.0 86D 1740 1802 170.0 810 1740 1486 170.0 1016 166.7 1842 1702 lamI 1617 170.0 1172 117.5 1612 III" 1168 1002 1612 161.0 1167 #0.7 1612 161.0 1167 = � BBW 7l.0 614 170.0 798 170.0 1188 /704 SW 1740 138! 170.0 1002 1848 1472 170A 1088 142.8 1472 168.6 1148 I. 16#4 1130 107.1 U72 1{74 /tOB 814 1471 148.0 1161 80.3 1412 118.0 1101 Z • 7210 7aA j0�t 170.0 6169 170, d= 170.0 1WD 1849 1320 1882 1101 132.0 1WD 149.9 5062 117.3 13M 137A t068 1320 1266 101D 664 1320 117.0 1024 78.4 1920 112.0 1013 BBA 1370 112.0 1012 •• 78 bt 170,0 1122 170.0 1 11 769.4 1019 1282 1184 199.9 991 1122 084 178.7 976 D0.7 1184 111.03 984 1184 107.5 952 714 1184 61.6 936 64.1 1164 61.1 927 SLI 1154 023 925 ' 00 • 781 61 •7M TNA OR 1344 1124 147.0 WUI BR 103.8 1121 116.0 &it 973 1124 106.8 016 1124 80.0 BOB 881 1124 840 690 609 161 1163 881 D1A 111! 833 WB Q C •• BOW 1 1 BN 111.0 941 %3 721 WA 811 7J9 712 80.7 BN 846 702 814 81.1 W3 45.0 SN 643 618 36.6 BN 604 886 349 8M 17.7 862 :y 5 IN 89.1 742 OIA683• 1� 771 611 86.7 742 69.6 831 19.6 712 60.1 872 742 448 814 37.1 712 ISA 800 31.6 7@ SOA 680 274 712 3TA 684 161b 9826 934 639 1 do 634 51J 30.1 686 41.{ 606 34.8 US 613 495 688 313 192 28.1 686 794 461 22.3 688 78.8 472 194 686 267 468 N •• •• liti. 60.8 0 411A US 41.2 666 474 !67 36.0 665 364 IBD 324 866 362 413 661 313 461 24.0 686 61.1 489 20.8 658 2l3 449 10.0 695 72.4 442 Xd' •• t• 1951. 40.8 476 48.4 433 96.0 476 J9.0 0.8 328 478 61.7 420 28.6 176 2DA N! 769 476 284 461 476 24.6 4D4 140 476 21.1 388 189 476 147 361 149 {ro 172 381 U a-- � �� O • • 1M1. 26] We 0 72.1 JDt 184 WO t83 299 10.6 Sro 17A 203 Q • LE 7B •••• 0000 ANCHOR CAPACITY ADJUSTMENT FORMULA: K •• •••••• Analta Ce Table (ANCIiOR CAP,o s, • • • 7k oemrte i6k Can. cmu F•e8C4411 fn Yew (DP-)X`MUWON CAP.,,sn„ =ANCHOR CJ1P.,w •• •• v4'SS Ebo 6/18'Gao w'666ao NO steel 612Steel DI2818e • AnafiorV11a4 a A�E•179a NWEbeUamme WElcoubew Bt�� 3H8'BboNOmaf w•Ehof6trmm �� M'xan AOon� �Somwm 809 (S5) USE THIS FORMULA ORRESPOBTAIN E'ANCHOR age I. aur r 2.12' 3tle' 1• z-trr r 2.12• T 3•ti6" Y a4B• 044• 0921• CAPACITY REQUIRED'CORRESPONDING TO AN • far4' tau' faH' tan• 2 7-t/P t-w• 1•w• 1.1w t•tn• t-U4• r farS tars' ranee ACTUAL PRESSURE REQUIREMENT FOR THE •• 2AnWlasQl.'♦S'Ym.aa/ilaNx0ar01bett2lp¢g.188): 09 m 46009 890 m mme 28009 35409 74009 37409 m 86809 tm m 09 OPENING.WHENITISLOWERTHANTHEMUWON IAneh•s 295D881+8095/Blemad<aa8NgC8ptFla 3j 70009 76109 68009 t4tOm o5Q09 WA 68009 WA $A Me t0A SW rot WA 6B209 99509 111009 CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anw•m®1.19 Mt a¢/6fegdeWtar07ee1}t71Dff1) BSOm 14.09 WA WA WA WA 79509 NIA NN WA N WA 136909 179509 221009 MULLION RWILL YIELD AMWIMUMANCHOR 1 AtgMa®3•YIn.O.G/�36Aaph ODS/019.6it 7#Ob 78009 eBDm 16801be 169509 Gam 68009 WA 78D09 74609 88009 188209 8Se09 89509 TMD. CAPACITY WHICH MAY BE USED TO QUALIFY BAmhem®S'Yla O.al(48t6Atefe glpSJPg•87 119509 it7009 107Dm TJ/009 784409 61009 B10fbs NT-7140 He /72709 1320m 293em 707709 132709 168009 gpDIT10NAAPACIT TABLE.ONS FROM THE Ane1o•®049 Yh.aGlUgg.im0.1�'Abm.(Fg.76 WA WA WA N81 N91 WA RU WA WA WA WA WA NA WA 143009 ANCHOR CAPACITY TABLE PRf)DUCI'R6VIS8D 2Aro1w•®239800.aolF42p p=q.et 39009 95009 2BD09 79509 47809 WA 28009 N!A 91609 wA 41009 WA Mtm 44209 88009 m C0.0ying wm the Flattde 4 AnCbDm®1.19 Mh.aof FCA o): 48D09 76109 WA WA WA WA 98009 wA WA WA WA WA 882 m 888 m 1120 m Build'mg Code NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. •� 1.062• �- j 1.0�' r AcpW oaplencoD21821 TABLE NOTES: B 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION 7 8 79oduN FIGURE 1: FIGURE 2: FIGURE 3 FIGURE 4: FIGURE B: FIGURE ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. t t t I I 1 I} • • • • • • • • • • • • 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOROPENING WIDTHS ISALLOWABLE. ��,I��.•�GENSB''•F'P • • • • • • • • • • 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE4'000' 4• Z��'• •••i< SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ ";: Na.50705 SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - : - FIGURE 6: FIGURE @ FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ;'�'• 1-T, CQ I• LU • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE OT 6.• f� • • • • PRESSURE-TREATED YELLOWSOUTHERNPINE WITH ANSGOF0A MINIMUM SHALL BE 'U�'••.�IoR�vC•'�f��; • • 0061-TS AND BEA MINIMUM OF.126•THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.d46" 375' THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A3&ALL ANCHORS 'T 1� ANGLE CUW P(FIGURES 658)MUST BE USED PAIRS. INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 T X 4•X MULLICIN MULLION UI 1'X P X.3TS� A.LYNNE ILLL1a.P.E. ANCHORS INTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. T ON FL P.E.#58705 TABLE 8A � Mulfton Capacity Table MMM4' 01000112 YYWB1((orverfcah,3pxmtg avAlor40)orOpenta2Ha12M(forIDA 7ArVaByspemla0mlrmore) Oil gain gain rain 800 BON toON t20N 1400 1800 128"x 105400Y41 . ReoleWv • 14 Walsall. RsdiMod* Loading taQr• LaN19 t8adnpRKUW• tadN9 L'aft L6Wn8 1oa®lp 10.32 �YG 1.w x t leaaae 10..80.0 10.400.9 7,eaft Laft L-ft toe•a0 Laeare .2W Alum Tube Mull 1 11 1 11 1 1 a I I I I I I a fill, fill, 1 111 11 1 1 i I Is CO 0 420 170.0 820 170.0 496 170.0 744 170.0 478 tree ass 170.0 808 170.0 M 170.0 $to 170.0 1118 170.0 get ITOA 1240 170.0 821 170.0 1488 170.0 821 170.0 1796 170.0 621 181.0 1789 170.0 621 J 44 N 170.0 708 Arae 626 170.0 860 1780 884 170.0 BBE 170.0 070 170.0 1155 170.0 881 170.0 1278 170.0 877 170.0 1417 170.0 8Ba 76{.8 1644 170.0 580 192.7 1648 170.0 Bao 118.1 1618 170.0 800 MM in 170.0 '10 170.0 603 170.0 098 170.0 ext 170.0 1018 170.0 68{ 170.0 1186 170.0 725 170.0 1348 170.0 747 tare 1486 V. 788 1592 1488 170.0 768 1189 1400 17.00 768 104{ 1488 170.0 768 II.I � O a<N 170.0 7aT 170.0 812 170.0 060 170.0 691 170.0 1118 1780 Tal 17ao 1278 170.0 809 1011 iim 170.0 837 148.0. 1378 170.0 age 1223 1378 170.0 BBI 106.8 1378 170.0 0M 81.7 1978 170.0 set Bala 170.0 086 170.0 701 170.0 1083 170.0 7W 1588 1ta8 170.0 Bra 1SLO 1186 107.4 1010 12:1,6 1168 158.5 018 it12 1160 10.0.0 912 917 1168 144.8 1016 70.4 1168 14U 906 89A Mia 144.8 906 Ulm 170.0 090 170A 746 180.1 1061 170.0 0.00 1572 1061 MA 012 120.11 1061 1420 a44 108.7 1061 1329 697 90.1 test 126.7 am al- 1061 110.0 022 68.0 tall 110.1 821 80.0 1061 flat 0.21 ? Cn � � 880 A.t 087 170A 780 130.5 967 151A 806 110.4 067 IMA 700 101.{ 967 121.6 777 018 967 112.0 707 no 067 108.8 769 no 967 100.0 760 69.7 957 a" 748 622 1167 88.8 746 Z y • 720 ov 1562 -0 t07 SDI 1182 881 111.0 604 101.3 671 00.4 900 01.4 660 71A 004 04.1 860 81.4 004 70.8 so MA 004 713 893 48.0 801 g9A 820 402 804 69.8 678 ' � Z 4040 78 to 1084 722 114.4 0 072 Big 782 7722 869 008 88.4 722 78.7 698 a" 722 IM3 686 647 772 866 50 45A 772 69.6 670 50.1 772 68.7 686 342 722 88.2 004 .I Ln ',• � • �ii90 7aN d dO 106A 800 84A 80.6 WO 50 713 688 78A 677 03.5 006 70A 500 602 886 84.8 860 WA Bab WI 66S 422 006 019 613 902 886 61.4 6S7 51.8 986 Qa7' 638 0.r �tx- X815 69.0 • 6� 6 6TA 440 47.1 818 %1 441 412 615 44.7 434 38.8 618 40.8 428 39A 818 37A 122 21A 826 33.1 449 23A 616 30A 407 20.0 616 28.1 404880 Bt.3- 453 601.6 � 47'.1 397 506 463 41.0 391 3S8 40 3aA 306 302 453 310 379 27.2 453 30A00 588 1BA 453 249 980 17.0 463 22A 368 N100 .13" 325 t� fin 320. 318 272 368 28A 319 23.6 350 262 308 212 960 217 304 fat 966 20A 900 16.9 368 18.0 203 N111N 1 36.6 90.1 301 261 930. 281 207 710 530 212 205 11.06 350. 211.0 269 17A at 206 X 1700 We 280 789 9B4 252 700 23.8 280 10.0 R 708 288 17A 200 162 263 15A 290 fa/ 249 4041 •8B •••6 •••• ANCHOR CAPACITY ADJUBTMEW FORMULA: •• •••• AnaNOrCa of Table ANCHOR • • • ANCHOR GAP._ B1me Elk C cele a68Cme. Rdbw c 4U Food CMU W Ilett (Dl-)X C MULLION �� •• •• • 011e Eta w•88 FJco 6nr Ex0 0.4•m Elco Bursted 012815• 012 aleel • Anetl•rClfa�L1E616; AMWTOpa W1r'frt0laam vrElcQuArWAM Ur 316.13totflucon 114•ExoUttetoa Uaetal Aga�War sent(06)sew(a6) scr 05) USE THIS FORMULA TO OBTAIN THE'ANCHOR • I r 2-vr i• 2.1w 3•t+r• r 24M r 2.172' r S1B' r 0AV oar 0.97.0• CAPACITY REQUIRED'CORRESPONDING TO AN •• 13w• lar taro• tar r 1-w• I-1w t-vr 1.1/r 1-w• 14W r 10.040 1-yrrotas ACTUAL PRESSURE REQUIREMENT FOR THE own 2Mt0•a®40.71r[•11Q06r Biw7faa 0r0681Cp 0+012 atom 99865 4WOM Boom 184465 27065 20065 96465 740 97465 66465 m 34165 442 Its i1mt OPENING,WHEN RIS LOWER OF THEEMUWON 4ArcMn t.1lih401Ei81a7mN d0•) pagg 48065 ream 079.0 WA MIA U -WR-S- WA WA WA WA WA isms 88865 117065 CAPACITY(FROM THE TABLE)OFTHESELECTED 4AMhm@YMN.O.C.tmal6A0pb4�ar8109f 7aom 79065 65065 16®65 180865 Gam 88065 WA 7/0118 74865 66665 I8B2m seem 51065 112065 MULLION.IT WILL MAY IELD A ANCHOR 1 ArcBa9®o.{6•W1.aarU49p,00o.i7b'/OmLffn4 NrA RIA WA tUA WA ate WA WA WA NA WA WA NIA WA 149065 CAPACITY WHICH MAY BE USED TO QUALIFY 1AMWJF41P(fg.6l 19665 loam 27Bm LA B22m 15665 14065 mm 370101 Ilan 99x65 (raft Imm 27165 20065 ADDITIONAL ANCHOR OPTIONS FROM THE 2Artt1f0• L18.60n O.ClF 0.110 21065 96065 WA WA NU NM 10065 Nie WA Nb\ WA N/A 31165 11765 61065 ANCHOR CAPACITY TABLE PRt70,17C7'RBVISED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ®ildingemptying�W -Flo? Building weaw �6"b21Ll FlGURE 1: FIGURE 2: TABLE NOTES: Dde No • • • 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. BMiami x I I I I rll 11112/ NN 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWA13LE. ��g ,�'Y...,!H/� F3: 3.188' `:��4?•'�rreNSE IOURE '•�F'P��.. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE ' ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS yr • 0 CUP USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXNMTE HOLE LOCATIONS. 2w _ /p No.58765 _ IN PAOL4. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND '.O 0/`' 5's 8, 14.•�� ` FIGURE4. FIGURE 3: FIGURE 3: GROUT+ILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CAO.WOOD SHALL r %! '., U.BE PRESBURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALLBEI , ,S` . 60B9•TSANDBEAMINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND I2VX3.18rX266'MULLION �:��` !PL GRIOP••��j`� .046•THICK(13 GAUGES STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A33.ALL (1.11•VF MlAl10N) ,SS/ fG�� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 8#12 ANCHORS INTO WOOD MAY Be STEEL,IBA S.S.OR 410 S 3 A.LYNN fill j 1 P.E. FL P.E.#68105 TABLE GA Tabu Op9nlnpMuMDn C---xi Wldth miiom)w M11pXBght(t6rhorirA>6alYapemirtllrnUloro) �tce sob 74 In 0 h 10010 . 190 h 140h 180 h 6C ReCienpOer TaWf4ao0 4µYTBNi0. Re.tKQ" TWOU-6. TuMHmF pMWWla T•W16.nD. R..tvvae 7toW0hn0 R4.IVOK TaWT&M RodmVabr MwIld•q RwtenNr T-WTMp. l 1.23X338 ludo5 Laf• Loofa Laf9 leaf• LafB La•f• Lafp IN** Lafa Laft La•i• In" Lo.an7 10saha Lo.Oep lad/• 1ooQn/ Y AWMTWNx.100 yaQ. �fyj� yyp fypT 'ypp. "alp yp@ yp¢ }Igo{ fill, p_ 'yg4� _ �y¢j _■ _ MYI50• 11111 f ix O� O 6 O.�' O� O 6� g O� 1�' O g � N y g{ py zp�est py kg7y§ pp '{��1 y$; i l�¢i'• 'yp l py t6� l qp 1 yil l� jil l� �� i� 71� i� 9@ i� 9!8 3� � � i� �fl Z 3@ a 9d� 9� ill Z� � d d O 170.0 870 1780 {96 0 7!4 i7R0 /7B 170.0 886 ifOA 600 +70.0 W2 I7R0 6t9 170A 1118 170.0 Wt 162.3 1118 tAA W1 1x1.7 1118 170.0 W1 108.6 1110 170.0 821 86.8 1118 170.0 Wf 48h 1TOD 700 110-0 62! tIOA 681 iW5 076 170-0 630 1 ARO 881 130.4 878 170.0 BIT 117.3 078 170-0 880 WS BTB 170.0 880 82.8 270 170.0 BBD 72.9 WB Ira0 895 LAA 70 170-0 1780 !MIT" 631 aw W7 170.0 864 1315 947 706 If7.x.021 1811 688 tOBA 027 188.3 608 WS W7 168.9 606 78{ BYT 168.3 805 610 221 1669 886 O Mh 170.0 7W 110.0 et4 1616 868 1AA BBt 13xb 889 163.8 889 11 1448 862 103-0 682 131.0 680 W.7 882 1x18 861 77.3 889 120.0 652 682 888 1485 864 61.8 BBO 1786 862 W F•„ BOh ta1Y 748 169.8 094 110.4 7!8 133 WO Ina 748 1175 606 816 Tab 1W5 682 m 748 101.0 692 n.6 746 165 6A 617 748 093 689 51.2 7tl 903 507 445 740 013 603 j � J W h 179.7 871 194-0 6A 103.1 WT 111x 666 881 8A 100.! 666 73 91.4 6l6 86.7 671 86.! 699 815 877 81.0 631 615 OTl 71.0 6x8 4{9 BTI 78.7 620 317 671 167 678 F-• J 68h f0� BA 111.1 690 817 817 Wb 6t9 70.9 817 80.3 600 W3 BIT 763 600 695 817 720 484 831 6A 867 460 47.0 6A BM 487 98.4 617 61.7 432 318 817 63J 4W • 72h 00 " W.1 45D BSI 618 749 4b W-1 618 86.4 492 511 610 610 425 40.1 610 61.x 0.19 !t0. 618 60.7 111 9l6 618 IBA 498 425 616 461 408 x82 Eta 461 {W ? `Z •• 76b Ab 7 408 288 689 488 61,8 720 Ilt 4W 49A 381 314 488 463 $78 369 446 429 374 W.4 485 969 387 ffi9 468 388 384 22.0 486 909 369 = Z • 76h W.4 441 80.0 9W 54A Nt �.7 310 405 441 605 372 40.8 441 464 988 364 441 4L8 980 578 Mt 38.7 930 272 141 91.0 940 433 Mt 51.1 318 201 t!t 39.7 346 •• • 00h 421 4B8 / 344 A 488 963 932 32.3 481 �.6 332 48.8 480 231 397 x61 478 719 S32 4l1 x72 17.7 827 71.3 280 169 332 f05 2W 113 932 167 x80 - <- ppp1 O • W h 981 201 865 280 16.1 401 N9 468 252 201 28.4 287 M 281 995 440 t1! 291 2L3 2M 17.5 2W 116 241 Ile 291 171 WB 12b 401 16.0 497 r • 106h x1,8 211 ID6 .1 406 Ab 230 1 18.3 4W 10.4 1 = t8.2 188 O O •• • 111 h 7118 210 211 127 181 21 14111.11 191 A.x 216 168 181 u.t 216 1{A 188 OD co • 12o h p Y 170 183 m X y S2 •• •• •••• •••• Q O O •• • 0000 •••• ANCHOR CAPACITY ADJUSTMENT FORMULA: g � • LE OB 8 Ao6horCe n Tab10 ANCHOR CAP.�4„ •• •• • 277C,awrete 3b2Caw. tlolovCl4U FBbdt4dU PTLYOoB IBelal (DP„)X( )_ANCHOR CAP.,m • •••••• 1w Be Ewe 6N8'Emo 116.88 Elw 6708teel 012 filed 674 Steel MUWON CAP.,ov„ • Av�wj7ype: ytr 6700 u6nam u4•Ebo 61 ane•EW tmreo00 ur El-tmmm aoo 70. MMM Aff►Gdx Base fool Benet(M 8c"(08) USE THIS FORMULA TO OBTAIN THE ANCHOR • Anah•iCO�Pattem0 •• •• 0000 k r r 0.++x 318 r etre r 2-Ire r sus r 0.46 064' 0941' CAPACITY REQUIRED"CORRESPONDINGTO talo 7,174• 7 1 1-t0.• 1-u4• 1-1/4 14W 14W mic r 130 I 73'3' n61aa ACTUAL PRESSURE REQUIREMENT FOR THE ®l'� Q/llUltlmd 0.r ms !bs 690103 1814 m6 470Re 28D me 35/me T40 me 3140s W4m. 988 tee 381 me 442160 !s OPENING,WHEN IT IS LOWER THAN THE MULLION { 4BD me 700 W WA WA 3W I. WA WA WA WA WA 8W Ow 886 m. ttm M CAPACITY(FROM THE TABLE)OF THE SELECTED l Amha.@rbOn.O.R/¢)m�6An2b 13091IFT43k Mee �� 1860 ma 71618 m6 610 m4 680 Bn WA 780 m0 748 me BBOb 1094 to TV 883 m. 1t20M MULLCAPACITY YIELD AMINIMUM ANCHOR 3Annhoa QMW 11m.C.R/LLQp,We.tOb'AWeL p7p.1k WA N7A WA NIA WA WA WA WA WA WA WA WA N/A WA 050 to OAPACTfY WHICH MAY BE USED TO QUALIFY fAmhatPaPlFlo6k 111 me t26mo :wu /lame 822-. time 1400■ tT7m. 3728. 1W 4w 932 a• 473•e ttome x4tm. 280 ms ADDITIONAL ANCHOR OPTIONS FROM THE 2Andm- 1.16'MK OA/F43V 8 24066 950 e9 NU WA WA WA 195 WA NA WA WA WA 341 be 442 m. 680 mn ANCHOR CAPACITY TABLE. PRODUCT REVISED m demP1Yh79 with 60 F1DIidB BuiltV Ae din��myo-010..01 IGURE 1: FIGURE2: TABLE NOTES: 1'2 pima o Date �1D'2 • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 14 ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1fi1 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOROPEdING WIDTHS IS ALLOWABLE. `\��Q�•(LYNN IG 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3260• ;a��:•'�1GENSE'•;F� i, =LMF SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS `1•' •'•�t • • BE EIPU9ED T SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. _ No.`-75705 gj IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND /9 GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL 100' !.D `• f FIGURE 4: FIGURE 6: FIGURE BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.53.ALUMINUM SHALL BE %� s A • 8083-TBANDBEAMNIMLIM OF.100'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 A14 '��` ALORIOP•'(�; Le .oWTHICK(IS GAUG4STRUCTURAL STEEL TOBEAT LEAST.12b'THR6' S(ANDA38.ALL 12Vx& X.10P �i�S�,ti t�•.� ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION �/i t7JON�l•Y`�� #10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 SS.OR410 S.S. A t1 P1P6 MILLED P.E. FL P.E.#58705 TABLE 10A umulon copgdv Tubb(1bBAl') Op6mn0 Wdb( -mucew-sm n8 mdbm)orOwblw H61Yid Whoftmiatspn a f1dacm) Wb 6376 706 SD In 806 moo. 1 1206 1406 16010 8� Rxtm9ai.r Tm#Tt.n9- RadareAw Y0pfrd.W R°=0W T147 T t•. Rac"'w 1tapTdem. R.4%Ww Tn�pARLOp. Ibd.&O Tnooft• Re4.npdC TapTdn9. R.danpder TLwft . RLQ TnL• Y4 128[326 Loaf9 L..&% Lo.&V La.B09 L.-fty Load68 LOaft Lo.6o9 La669 Load60 LmBap .-Lo.d69 1x.9+0 La.d09 lo.di• Alum.Tube t@ : 1a O W Is 426 170.0 620 170.0 136 1700 7U 170.0 410 110.0 868 170.0 608 110.0 992 Im.0 679 170.0 1118 170.0 621 170.0 1219 110.0 621 170.0 1188 170.0 621 U40 7736 110.0 621 170.0 1883 110.0 621 ll1 1-1 a6 170.0 TOB 1WA 6371 170.0 iIBO INA 681 110.0 102 1740 830 IWO 1139 110.0 661 170.0 7276 170.0 Si110-0 UI] 11037 680 1780 JIM 110.0 68D 189.7 1878 1100 660 148.6 1979 170.0 fiB0 ] a L � 60.8266 1140 717 170.0 689 170.0 108 110.0 631 1WA I= 110.0 664 1740 JIBS INA 723 370.0 1346 170.0 747 170.0 1496 170.0 766 170.0 1789 170.0 768 1626 1877 170.0 108 733.6 t8T7 110.0 768 64 fo Jr. 7B] 170.0 6R 170.0 106 110.0 691 114.0 1118 170.0 764 170.0 1276 110.0 803 170.0 1171 110.0 B37 17.0 1101 1►OJ BSB 16U 1769 170.0 861 131.1 1768 170.0 661 117.3 1769 110.0 Mt m b 806 170.0BBB INA "t 1700 1087 IJU 107 110.0 1245 INA BTB JM0 1417 W.0 944 t6t.1 16111170-0998 146.0 1611 INA 1033 1202 1611 170.0 1063 1018 7611 110.0 1089 80.8 1611 170.0 1069 m 6310 170.0 830 170.0 746 170.0 1116 110.0 860 110.0 1302 1740 910 166.8 1370 110.0 1015 iSU 1370 17.00 1070 126.3 1310 184.0 1082 INA 1310 16&9 1072 886 1370 166.9 W W 103 1310 165.9 1070 a 886 17j0 j74 INA 789 Jru 1169 170.0 910 IWOA RIB 170.0 1002 1582 I21B 1MJ 1013 121.1 U481147-11000 108.9 1218 1960 819 80.6 1218 1337./ 970 777 1218 12&0 976 88.4 17.08 P1.1 976 Z • J •• 726 16 8 ion?f0 810 �9 101! 1602 892 1199 tOl9 1521 876 1049 1010 119.1 860 932 1049 1067 818 B&S 1049 lay BIB 697 1018 9L3 826 697 1019 81.2 820 62.1 tOW 61.1 B20 2 • 10ta tar 961 ip./ 822 AV 941 fPO 005 1019 911 1112 791 892 941 100.0 771 789 811 91.7 786 n4 911 859 767 697 941 779. 7a 61.0 911 7472 737 UJ 941 733Tto Z r 'ff •• 706 .8 783 110.0 104 1169 TB7 813 B94 1024 767 B29 884 81.9 Td0 fl3 B91 86.1 730 68.0 881 76.3 721 6672 896 747 707 17.1 894 87.0 101 11.3 897 641 898 Y • BO6 169 101 88] 698 jU 671 0719 561 B1A Bit 8872 616 67.7 871 642 668 a.7 371 UA 8611 49.0 Si MA 661 35.8 671 43.1 639 70.7 671 397 691 2672 871 37.9 628 � m Q Of O Y • 966 737.8 729 627 1� hp 06U 618 109 680 65.4 608 k9 BBO aA 610 303 690 470 497 36.1 890 39.8 4B8 28.6 6837 31.7 al 263 690 317 189 221 690 197 161 N N O •• • Mn N7 Ii 6072 421 dy 48fj .6 4146.6 IW 71.1 408 9U 48B 37.11 410 279 188 29.7 998 21.8 lW 27.1 101 20.7 188 153 382 177 169 219 376 1726 187 310 Y • • 1116 A t 1037 1 393 393 92] N7 31.1 987 287 411 907 382 2672 N7 272 310 228 Ut TAA 372 19.1 UI 21.6 987 ISA 441 193 368 14.7 Ul 17.0 701 M • 1146 367 311 902 379 9172 778 267 378 28.8 991 21.7 910 23.7 979 241 378 2172 3Z6 161 71B 18.6 321 16.1 370 147 311 2{2 n0 230 1672 2ct 16.9 298 U NyI9/0{1 j�j� • • 0000 000• •• T•LE 1 ANCHOR CAPACITY ADJUSTMENT FORMULA: MOIrorCOp60ity Table(IW) ANCHOR CAP.,,,•, , 8 •• •••asteft 2790oMde 660Cma. HOBW f4wr lu PTWaod 6tdd (DP,o)X( )=ANCHOR CAP.n, • 0 0 0 0•• 915 8co W 8S F6 BHa 6300 U4•SS Bm 6197x64 01281¢4 •1231ea1 MULLION CAP.,,,,,,,,, AraborCIlrPBtlemr • � snaric0- itPFYoULUM umucon 3116,13mU9aem vrv:ouram Apa4ar Ulmon A90•wor 8ca7r(86)Suea(Cid) Set-PSI USE THIS FORMULA TO OBTAIN THE*ANCHOR • atmce HE 1• z trr r 2412 3•ta r 2-Vr 1- 2417 a ata a o.4a oAr 097.0• CAPACITY REQUIRED'CORRESPONDING TO AN •• •• 0000 EmOe4oad 1510• JSP 1514• tStP z 1414• t-vd' 1.114• t-t4• I-v4• 1-114• 2 1512 tesla 1416 ACTUAL PRESSURE REQUIRF1dENT FOR 2Anim904-WOO SC. OroaN >x m 99016 4637 mf BBO me tea 19 27080 283716 3645 74OWS 374109 BBI me g89e 8111 08 6800¢ OPENING.(FROM WHEN IT SLOWER THAN E ELECTEMULLION 4AO.B•9Mt.Ia xloc/81¢110810(O►OISeI)CIp(F3&2f �� imm9 WA NTA NtA NIA 323715 NO7 NU NN WA WA 6821. 886 ma 1RD14 CAPACITY(FRIBA THE TABLE)OF THE SELECTED 4Arcllo•®vu6.O.C.t0A 2dfArybCWI 3) TBDW 78371 6837 mf 1683706 1BOBIb. 6/0ms 6837 BM NU 760109 746 eb 18018 769260 6B2ms BW Ih9 112080 MUWON.ITWILL YIELD A MINIMUM ANCHOR 9ArCa•f®o.61•N9L QR/u•f20•mm.tOa A6m.ff494 NA WA NIA WA NOl NIA WA Na WA NIA WA WA N01 WA 060Y CAPACITY WHICH MAY BE USED TO QUALIFY 1AtttWtF`CIp dr 196Bn t95B» Z!5M a69a 81310 13519 14008 mBq 810109 wms 332 ma as VA 17003 22106 2301 ADDITpNALANCHOROPTIONSFROMTHE 2AncBom t.ta L9n QC1F 691 DID 379 Wo NU NIA NAA NAA /00 E6 NIA NtA N/A WA NU 571 U9 41210 68018 ANCHOR CAPACITY TABLE. PRODUCI'RBVISBD Y9 cemPbmg wish doh FW4i1h BuildingmCoN.I •621$,6] FIGURE I: FIGURE 2: TABLE NOTES: 1260' Ea Ion Date AQp'j) • • • • • • 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. 11 t t I I 1 l 1 t 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �\no.,:.... n . RGLRE 3: � '�•: 41cENSE'•.• I ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3260• ;' .c CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.58!05 • • • • 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 GROUT-FILLED CONCRETE BLOCK UNiT(CMU)SHALL CONFORM TO ASTM C 80.WOOD SHALL ,824• FIGURE 4: FIGURE 6: FIGURE @ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINIlld SHALL BE • 6063-T6 AND BEA MINIMUM OF.100•THICK STEEL STUDS TO BEAMINIMUM GRADE 33AND _L 'U'� ''•FLURIDP••'�y •048•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST-12V T19CKAND A3&ALL i��'SL`• •••••• C��\\, • • ANCHORS 1070 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 126•XMU .624• L.'1.� "'S,2 ANCHORS INTO WOOD AlMBE STEEL,18-8 S.S.OR 410 3.3. A L�'NIUIN(ILteic,P.E. . FL P.E.#68705 TABLE iiAonGp Thme MGM � oporft ildthabrr9Aimiy.6yemh7pmWare)IS nhlpH6)pht(brtrodzantetys9oDDiDBmabB) sob of. 711b. soF 90b. 100E I taob. fab taom (��(�QQ` t� Twyla.n¢ R4t1.np4t Twpfraseg Ratlm•Iv haprfa4.g• R9.tovaw Twprram8. R.tlmp4n Twpi-t R.d.6gdar Twpidm9• ItulogWe Twprrd.ng. R.dm d" TwpTdv* RaWNdv Twyfd-4- viF ky O.di• I.-I LOX" L•ft tn.&V 1.00111m; le aa9 In." Le.0n0 Lotlig ladng LoMce taab.9 twB6O I.9.aap 10.661 128 x334 lad9• L Atum.791:8 lie 114, ell ta 1, 11 f YYNWI f 1 1 1I'll $ 5lell &3111H 3 E& g � F 4 F V"ISO 42m 1708 878 1700. 436 170.0 744 1700. 1776 1708 868 1708 588 1760 BOR 170.0 SSS 770.0 1118 170.0 621 40.0 1210 40.0 611 150.0 1468 170.0 alt 1760. 1796 Imo 521 110.0 1989 110.0 521 :j W aln 170.0 TOB 5100. 670. 170.0 650 1700. 661 7700. 992 1700. 630 1700 1133 770.0 661 1708 1216 1700. On INA 1411 170.0 00 1700. Ina 510.0 on 570.0 1983 1700 680 570.0 2267 InA 60.67bF 139.0 739 1700. 689 1700. 896 1788 891 1708 1018 1700. 684 1TOA 1186 400. 729 tiOD 7316 170.0 747 t70.0 1191 40.0 766 1700 1193 170.0 766 INA 2092 17x0 768 Site 2391 170.0 769 C 0 61 m 139-0 787 1700. 612 170.0 868 SNA 611 iJOA 1110 170.0 754 1700. 7276 770.0 809 170.0 1194 170.0 837 1100. 1691 17U 866 170.0 1819 170.0 681 40.0 2731 139.0 881 460.2 2109 700 eet W O 80m 110.0 639 INA Nt 1708 1087 STU 791 110.0 1240 170.0 639 1T" 144 110.0 944 170.0 1684 1700. 886 170.4 IM 1708 1033 139.0 2125 570.0 SON 1403 MIS IN.O 289 48.8 2W 110.0 1063 R 74 110 89 in 110.0 898 170.0 746 1700. 1119 400. 860 1700. 1902 170.0 O/0 1700 14N MO 1016 1100. 1673 11" ION 1700. 1859 170.0 1171 IOU 2010 IMO 1169 t34.6 208D 170.0 1171 117.7 2060 170.0 5171 BBm f 4 170.0 769 MO 1169 SNA 809 1NA 1961 170.0 100'1 1700. 1� 170.0 1089 1100. 1763 1700. 1168 139.0 1818 1700. 1210 1430 3966 110.0 1276 428 1088 IT0.0 288 107.8 1998 SNA 1289 • 721n 1710 106♦ 879 IV.* AIT" 1009 710.0 I= 1700. 1128 170.0 1700 170.0 1278 164.1 579/ 400. 1916 im.7 1791 189.0 1988 1160 434 1S.9 1386 99.5 I79/ 1610 INS 03 /739 1602 •• 78in 170,0 1172 A 891 1'10.0 1080 a" 1669 40.0 1208 Lt7A 1659 182 1286 531.1 168 181.6 1288 10..11 1668 1413 1261 889 768 1283 1138 M9 188 1273 1219 73.7 188 1213 1216 Z • 781A = m D 887 1700. 1981 170.0 Ila 165.8 14N 1893 246 136A 1177 142.0 224 41.2 1471 139.1 DOB 199.1 l47! 129.6 1181 909 111 11&9 1169 77.9 1/n 1180 11O 682. tm 1083 1161 {4.. e} aO •• 901n 1420 1110 b 988 60. 7110 986 101.6 1110 1070. Mt ate 1110 99.3 89S 780 1110 07.6on "La 1110 10.1 910 642 1110 713 891 60.7 1110 660 878 410. 1118 62.7 BID m Q O • x Z O BBIn 157.0 6118 1203 SN DJ 68th am 83.6 976 683 M2 732 976 7a6 828 860. 876 71.2 84 b9.6 1176 61.4 0.T 48.8 9n 670. 789 41.8 876 623 1S 386 978 S.3 397 0 • N •• • 106E 040. 898 11 7 885 61.7 11 61.9 104 S5A 771 61.3 664 46.1 771 492 8S 4L1 771 114.9 W 9L3 711 380 831 780. nt 960. 621 287 7I1 32.5 82 Mn 7�P 130 7.3 861 S.1 760 S.0 860 61.1 738 683 640 473 730 428 631 42.1 730 1760. 822 97.11 796 45.1 854 31.6 730 33.8 600 27.0 790 310. 688 29.7 736 290 691 W X • • 0 DOIn 690 IM 81.0 4 14 660 4x0 639 4l9 S2 375 821 98.2 6M 933 824 83 637 360 870. 372 631 260. 621 27.7 62 210. 870. 21.8 709 127 ON 22.b 661 y0. fn 0 0 b. SIN 13! 96.1 400 2a• 290. 996 24.6 493 26.4 990 21.7 0.7 22/ 986 183 43 700. 381 43 433 16.2 318 U ry Q O 0 sees•• ANCHOR CAPACITY ADJUSTMENT FORMULA: • E 118 Ann horCapacity Table(Ila) ANCHOR CAP.,,o,,,,,, •• •• • FAWhj- 279 Cotxld0 3MCOM � log PReOCMU PYWaO Mdd CDP_) )nANCHDR CAP.® • •••••• Y4.88 Eito One,Etta Yr 88 F3c0 010819d 012SI6d 012 Stetl MULLION CAP..�y.. ppaherCO�Patlem/ j- 9Hr 0e 11M.0n tM Etaulecoa ��. ens 43w ua•cm yr ExotlmecmA�6 Uliman Agg eMar Scm 05)86611088} 9rTLW M USE THIS FORMULA TO OBTAIN THE•ANCHOR • r 2•vr 3-Yr r 2-Y2' r 2-Y2• r ays r o.4r o.6a• o.Vr CAPACITY REOUIRED•CORRESPONDINGTOAN •• •• •••• n 1414• t,rr tarts 1168• 7 t-vd• t-17r 1-t/r t-vr 1-v4' t-Y4 2 I.r tsB• tales ACTUAL PRESSURE REQUIREMENT FOR THE 2AatDm®A ISIa.1DT&1) 98610 m 48016 ago 0. 1 mf 27 IDs 26006 m MISS 1<9n 664 91 ®9 341®9 44216 6&11.6 OPENING,WHEN IT IS LOWER TWIN THE MULLION 4Alslaai91.1044aaa191•laa2j ae600 10000 NA w0. RIA wA 98000 NIA NA w0. w0. w0. 682aw 8868x6 tt2o00 CAPACITY(FROM THETABLE)OFTH£SELECTED 4ArcM• 8rin0.ob.IW (ApsY TODDs MISS SODS 166016 789881 65011 6601e w0. 76000 7489• 8806186600 68210 BBBmI 112808MULLION.IT WILL YIELDAMINIMUMANCHOR /Anerowf98b6' o.a1D421p0F1A.4T w0. wA w0. wA w0. w0. wA w0. WA w0. w0. w0. w0. wA 726700 CAPACITY WHICH MAY BE USED TO QUALIFY 6): 2616 111800 rnis 44519 8?2D0 73616 14600 t1•s OmO R9M 33700 as In 401. 22116 2m00 ADDITIONAL ANCHOR OPTIONS FROM THE 2AntM• I.7s 66n ao1Fcm 2p� 9®1. wn WA 3904 w0. 18800 wn w0. R+0. WA w0. 34119 44228 68810. ANCHOR CAPACITY TABLE. P)tODUCI'R81/1S13D asmlaplyia6, beFl1x)i 1.2W Building C6da V0.0%t&.o FIGURE 1: FIGURE 2: TABLE NOTES: �e ab�1 0 • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Sy ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Dadelrod�t 11111111/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE `��{(YN1V 411(�//i// ActeManca No FIGURE 3: 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3• \`��•��,:'�1cENs�•'•;F�%� • • CL BE D SHEETS 21-23.HOLES TO BE DRUM IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS ' Na,66705 • . SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. •; IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ..�)•.a FIGURE4, FIGURE 8 FIGURE 8 GROUT-FILLFD CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 600.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.66.ALUMINUM SHALL BESTA I' .• ,U� • 8083-T6 AND BE A MINIMUM OF.100•THICK STEEI STUDS TO BE A MINIMUM GRADE 33 AND04r THICK(18 GAUGE�STRUCTURAL STEEL TO B _1• �'U'C�.'• FC OH1P�;••'TC� i ANCHORS INTO METAL SHALL EXTEND AT LEAST 3E ASCRETIV LEAST}4iEADS BEYOND THE MATERIAL ��NF��-u`CIp • #10&#12 ANCHORS INTO WOOD MAY BE STEEL.1"S.S.OR 410 SS. 128•X 3.84 X.82,r A.LYN 4 MiV;h P,E. MULLION FL P.E.#68705 TABLE 12A - tdumon Capacly Table Op9nN8Wldth(for vereca0yeglarMed mtLlare)orOpenNgHeIgIII(Drnumom) �W Goin sob 701. Bob BDN 1006 12044 1401n 16044 • R0.BU•9de » • > 7 ®6 R�du TrgYOlsng lid TroptlMan9. Rmwnww Taprtii•g1. » n88tan•i• >f aee0• to p 4E 6 4 2%4x26 tord� fa••tp 6o9dnp Loedin9 � I.aadtq t4adttp L•6419 loe8n9 1 taadnB t.094IW (0.8110.9 ImdnO 1�8 148.0.11 >< mumen fill, h fill, 11 11 fill 1 11 1111 11 1 111 11 11 1111111 1[ 111 1 L @In 170.0 620 1ra0 435 170.0 744 trap 476 170.0 W 170.0 BOB t70.0 992 170.0 619 170.0 11111 ira0 041 170.0 1240 f7Q0 621 170.0 1488 Mo 621 170.0 1736 170,0 821 17&0 1983 170.0 521 0 4810 Ira0 7011 flag 1124 170.0 1160 Ira0 504 170.0 1102 170.0 030 170.0 1136 ira0 661 170.11 1270 1700 677 1ra0 1417 ira0 9110 1ra0 1700 170.0 1180 tra9 1863 170.0 8040 IMO 2244 tto,0 60. 4 170.0 747 170.0 683 Ira0 1180 170.0 1131 170.0 1018 170.0 80. 170.0 1186 1ra0 70. tra0 1346 -- 747 1ra0 1404 170.0 7611 170.0 1703 170.0 7811 I= 2082 170.0 70. Ira0 2]91 170.0 768 0444 170.0 7117 170.0 042 was 968 Ime 981 170.0 1116 170.0 70. 170.0 1276 t7&o e03 170.0 1434 170.0 637 t7UA 1�4 170.0 BBB 170.0 t9t3 Vao 681 Im.O tat 170.0 081 tto.0 '�60 170.0 BBt UJ o O fi0N t70A 666 170.0 70. 170.0 Ion t7ao 7W 170.0 I24o 170.0 878 170.0 1417 1ra0 044 170.0 160. 170.0 BBB 1711.0 1771 170.0 iW3 170.0 2179 170.0 1093 170.0 2470 170.0 1004 1110.6 0.00 170.0 1004 m N 9344 170.0 elo 170.0 7411 170A lite no 850 t7U 1302 1700 a0 170.0 1468 I= 1016 170.0 tom I7a0 1070 1mA 1869 ira0 1122 17x0 22M Iran 1199 18&7 2643 170.0 i17t 146.0 2553 170.0 7171 � � 6844 })B! 074 170.0 788 170.0 1109 170.0 eat 170.0 1304 170.0 10.02 170.0 1669 170.0 1088 170.0 1763 170.0 1104 /70.0 tae 170.0 12w 170.0 2.038 t7U 1274 151.9 2437 170,0 1204 132.9 2437 170.0 1288 Z • 726 YOA 10.1117,/70.0 1178 170.0 17/6 170.0. 1008 f7o.g 1488 170.0 1128 ira0 1700 170.0 1228 1ra0 tow 1ra0 1316 170.0 2/0. 1ra0 1344 146.5 210. 170.0 /4811 121.8 21a 170.0 1Q9 1082 2164 170.0 1990 y7• •• 7010 w"V0.0 1122 rao 937 1 e 1 170.0 1080 trao 16711 IMS I= 170.0 1701 1mA w22 18&1 18110 170.0 1421 140.5 wM 170.0 1606 123.0 LOBO 181.5 1510 10.1 19110 104.0 I= 919 1800 1627 1631 = lL • 7044 180E 186•A70A BO7 170.0 1981 170.11 1110 170.0 7811 170.0 1260 170.0 1842 170.0 19M 1627 1081 170.0 1474 13'/.4 16111 1851 1600 114.5 1881 147.3+473 1891 704.0 14611 86A 1881 137A 1454 •• • • BON 1700 1328 170.0 1144 140 1 16&0 1218 127.0 w88 19&0 1188 171.0 1988 10.5 1170 11&4 1388 1162 1182 80.6 1398 104.5 1147 74.5 1386 p.5 1398 82.7 1104 69.8 1388 78A1088gain 147.4 1279 161.0 1088 >>� 127.0 1078 106.0 1220 1112 1087 112. 1279 04.9 1044 81A 1120 89.8 1029 757 1220 82.4 1018 81.4 1228 722 12287N•• • 101144 109.0 i1• 10&8F& � 80.0 � 74A 871 772 040 60 W1 8&4 837 87.5 971 0.A Ro 81.6 871 11&6 1118 451 971 4A0 971 44.0 782771 • • 111 N 91 075 832 9 0.A a8 88.1 Ow mA 1108 822 7M NA 910 66.7 70. 41.7 •1981A774 947 918 4411 819 40.2 742 28.5 018 37.1 732 X • 12044 76.6 768 7&8 718 02A 708 84A 709 6511 788 66A No 44.2 71111 49.4 886 41.9 788 M.4 1177 37.7 7118 40A BBB J1.5 7118 JIA 049 27.0 7811 340 at 2d8 788 2&4 1131 F! 'd' (((��• • • 14444 X3.7 808 M2 60. 37.0 488 312 0.9 31A 481 275 618 282 465 24.3 618 26.5 470 21.5 618 22.8 474 /112 648 111.5 404 16.8 6011 172 4118 133 618 16.8 MB Q N Q O •• LE 126 •••• goes ANCHOR CAPACITY ADJUSTMENT FORMULA: y Z • • • •••••• AnOhorCa Table (ANCHOR '^^•^•` •&m9tnda 70.Cat188 0460.caw. Hiner lafu P00d CMu PTWaod 1(810.( (DP)X`MULLION CAP.�m)oANCHOR CAP. � ••a�-3 •• •• • •• 8f16'Fx• V4•�FJto&16•Eito yr 991818 6109180 a1281ad M281ee1 • pnalwr4RtalEatT•tn� dseea wtvE1otamm 1111, oU0mt4n 0110.70 J'18•t0cou0wcm vrEltoumet•a uOfa[m Agpwa scre+tmlerrer(86) !7!.!- -- 0 USE THIS FORMULA TOOBTAWTHEANCTOR CAPACITY REQUIRED•CORRESPONDING TO AN • 60. ny I• 2 yr r z-va stra 1• alrr 1• z-vx 2 aua 2• 040.8• o.0.• a•�� ACTUAL PRESSURE REQUIREMENT FOR THE •• •• •••• De•o 1.X4' 79r tau• ta4 r t v4• 1-vr 1-114• I-v0. 1114• 1.1/6• 2 1 1st OPENING.WHEN IT IS LOWER THAN THE MULLION 2AOatMs®411 410.0.7 0.1x916 t2p{71916 99001 m0. 460703 8110 ws 1844 m• w0 2809B 35401 74o1c6 971.9 66419 Is 341.9 flags Y CAPACITY(FROM THE TABLE)OF THE SELECTED 4.0(0.0.0.•®2 of bE.Istel6�m(adhe0t 9>o.9}: 740 m0. 7411 me 68oms f496m0. 1424W WA 5600. WA WSW NIA am m• WA 02to m0. Itt0®s MULLION.IT WILL YIELD A MINIMUM ANCHOR 6A1ah•a®1.11•MN C.a/lit•tmfa(a176re1) Qts 4X 886ms 75510 IM215 NIA NA 703b WA 709106 NIA WA NA 1072108 1821 g0. 18110 ms CAPACITY WHICH MAY BE USED TO QUALIFY 4AotM•®YN6t.0.a/(•Q2tBAry18�31171C leg g0. 680Ds 16Wma 1698M 660 m0. WA 770 R0. 770703 am no IBM m0. ts2ms Bab bs 1120709 ADDITIONAL ANCHOR OPTIONS FROM THE BAWJM 8^Mta C.C.IQj2K5 mCV919t88Y 117003 1178gs tomes a4o 1W Zea 150. 0.40 me NA 1140707 1tt2me 13WA 0.W 706 10WA Wine 18110 ma ANCHOR CAPACITY TABLE 9A1[M•®7.9d•MOL 0.C.IU42111.NI0.1�Atm(R97t WA dA WA WA WA NIA WA NA WA WA WA NIA NA WA 78 PRODUCT REVISED BMMOOA6•Mm.0.0./U40C.0ae.19BMm 8k WA WA NIA WA NIA NA WA NA NA NA WA 1871 NIA WA 21 gs a raeptym8 with dw R oft 2Antlma®209'600.0.6lFtap� 0) 370gs 870400. 316.9 T1Sma 772 m0. NA 29009 xA s4e 709 INA 440706 NA 0.1700. 442709 sofe6 A �0�t6'0s18.03 SARMre 1.71•MhO.C7F•Op 107 443g• Saws 67903 X91041 NA WA 30 s NA 91191011 ItA WA WA 611709 60.709 BIOgt1 F�piial � 40-21 NOTE FOR THE 01-FSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. !"1 CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. �J B 2.OW FIGURE 1: FIGURE2: FIGURES FIGURE 4: Mian Dadellolkt9l • • • • • • • TABLE NOTES: • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SED SHEETS 2-4 FOR \1. pl...,.......M7C. GENERAL INBTALLA N METHODS. ��:''�1GENSg'•;F•Q FIGURE S: FIGURE @ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDTOR OPENING WIDTHS IS ALLOWABLE. 4.000' ` 'n. No.55705 • • • • .26W 3)MULLION AND MUWON CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN /�� 01 • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE .O lel' IrN 1 LOCATIONS � " _SIIYY YE OF UNIT U'f ''•.Ft WF.•' . FIGURE 7: FIGURES: FIGURES FIGURE 10: ANGLE�P 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILLED CONCRETE BLOCKOR•, • •• • • (FIGURES S&S) (CMU)BFIALt CONFORM TO ASTM C490.WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0--a 2 X 4'X ZT BIULLION is`5/ONJa� MUST BE 50)SED ALUMINI}M 8HALl BE 8083-T6 AND BE A MINIMUM OF.126'THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND.048•TFOCK(18 I 1.711 • •• • S PASS GAUGE)STRUCTURAL STEEL TO BE AT LEAST.126•THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A LYi�IGfMICLf:R,P.E. ® •• • • 'THREADS BEYOND THE MATERIAL.01011 Al2 ANCHORS INTO WOOD MAYBE STEEL„18-8 SS OR 410 S.S. FL P.E.S 58705 TABLE 13A Mulflon Capactly Table � - Op•nMy Wltlth(forteNeab-s re mLNorte)or nlnp H•i6A4(forto mtfons) 4' Goin m1. tarn eon 9012 140n III)In 14012 teon R r 'ry�78•+P• RKeatlpakr 'ReP R•otenpler TreWNenp. 1 TRWMm* R.a1•t0 tib• 7 Rwm*ir 7raprden8. R•otngt•r TIMrd 0,o ReefrgWa 7aplTden¢ ,q rmTub 2 x 6118 16616• Loe•ap La•dtt0 L•eda9 Loe8d9 L� L•dn8 L•mktc L•e•r• .!120,0,9 L•0d10 Loadttp lnedtq loadtf9 laedlt0 laedn7 1.09.119 La•dtq x ""� • � a , 1, Z m N o 21. 1711.0 11211 1711.0 Iss 170.0 769 1700 479 Inc 1169 1700 808 170.0 991 170.0 619 170.0 1118 ira0 511 tra0 1210 1ra0 621 1700 uae 110.0 621 Inc 1736 110.0 0,21 1700 1993 Inc 821 W 4610 MA 708 170.0 624 170.0 850 Inc 686 1700 982 00.0 630 110.0 1135 170.0 681 170.0 1276 Inc 877 170.0 1417 170.0880 1700 I= 170.0 060 17'0.0 IM 170.0 880 170.0 2187 Inc 860 WMIn 170.0 747 -Inc 663 170.0 898 110.0 1731 1700 1040 170.0 894 170.0 1169 170.0 723 170.0 1546 170.0 747 170.0 1494 110.0 788 1700 TW3 Inc 766 110.0 2092 170.0 788 1700 2691 170.0 768 W 041. 170.0 107 Inc 8@ 170.0 860 Inc 891 170.0 i1tS Inc 784 170.0 1276 170.0 803 Inc 1434 Inc 037 10.0 1684 1740 630 770.0 1073 170.0 861 Inc 7131 110.0 881 170.0 7850 170.0 081 m g F- j. 801. 170.0 Gas 110.0 lot 170.0 Ione 17x0 79 170.0 I= Inc Gro Inc 1417 170.0 944 1ra0 1891 Inc 696 Inc1m 170.0 1033 1ra0 2128 170,11 1083 Inc 2479 170.0 1003 77x0 2533 Inc1063 631. ITOA 1130 1700 745 170.0 1116 170.0 650 ira0 1392 Inc so 1ra0 1486 Inc 1015 Inc t813 MA 10781&19 Inc 1721 1ra0 2231 ira0 1788 110.0 280.1 110.0 1171 Inc7976 110.0 1171 5... � 8817 •974 170.0 789 110.0 1169 Inc 907 170.0 1381 1700 1002 170.0 7696 770,0 1088 Inc 7783 170.0 11651918 7700 12to 170.0 23M 170.0 1270 Inc 2717 170.11 1286 110,0 3117 170.0 12W Z •� • 71. 110.11 1 ♦/OA 078 70.0 41216 170.0 1009 1ra0 1488 17411 1178 170.0 1700 fra0 wo 1700 1913 110.0 13162110 tra11 1987 170.0 Tb50 Inc 1488 170.0 1970, 170.0 1829 Inc 3400 170.0 t690 g • W • 7617 170.0 1172 V••• 037 1�.0 IVA 170,0 1080 1700 1810 17411 1209 170.0 1798 170.0 I= 170.0 2010 170.0 14217243 1740 1105 170.0 2892 170.0 1820 1700 MID 170,0 11194 1700 3569 1740 1705 • i3 7617 1 f 0 09 170.0 1981 1ra0 1116 Inc 1811 170.0 we 170.0 1842 1700 1369 MA 7072 Inc 0742302 170.0 1684 Inc 2103 a" 1700 170.0 3123 170.0 1777 170.0 3803 Inc �- 9on 170.0 1376 1700 1169 70.• 1740 1828 170.0 185➢ 170.0 1498 110.0 2170 170.0 110 170.0 2391 170.0 1100286(1 170.0 1916 Inc 3166 110.0 2125 INA 3413 170.0 2273 1308 3413 00.0 231719816 770.0 U17 1700 12ffi 1 1 170.0 1431 1700 1983 170.0 1611 17LO 2787 178.0 1794 170.0 2511 1700 Ion 2833 1ra0 2098 1800 SIN Inc 2378137.1 3169 188.0 2470 110.0 9188 1841 ZM toL1l• 70.0 1/10 1�.Q 1 170.01647 00.0 2271 170.0 1070 1740 2660 170.0 298 184.0 2781 170.0 2277 1701 101.0 2333123A 2781 1404 7181 106.11 2781 178.0 2234 927 2781 118.0 2190 c1Uo • • 711 n o0, 89!170.0 14MM We M 170.0 1700 170.0 2793 1700 1931 170,0 2691 ira0 2149 181.9 2832 1823 ?246 2692 140.1 7218 113.0 287! 1244 2186 9.0 28S 118.1 2128 86.4 2832 1003 2088 A x10,111. t70� tyy1740 1686 tips 110.0 5669 151.4 2262 1809 1891 135.1 2252 141.4 198112012= 1273 ?262 1141 1916 90.1 226z 98.11 1871 173 2762 80.8 7838 117.0 7102 MA '1800 TV N Q • 14417 1 X16.6 1445 1 3 1 108.1 1478 80.1 1681 913 149 783 1684 BD.7 1310 88.8 1064 72S 7373 828 1884 8&T 1350 621 1884 00.0 1330 69.7 1dB1 49Z 1305 38.1 11181 /4.4 1110 Q� •• LE 13 ANCHOR CAPACITY ADJUSTMENT FORMULA: a � • An hor Toe ANCHOR CAP. ,, •• •• • 2.74 comate 163 nine. HoeO•GNU FKWCmu PT Woad mm CDP-)X t )-ANCHORCAP.® vr88Eb 6n8'Eloo w•88FJeo dost d 9126w 172 mea MULLIONCAP.,®- • pnah•rCO o o o ea• • Amg%Ty• 3nrM-Ulbt w•Et05ub. �� 3It8 Ero128eem v4•Elaewlrmolt AW�� UJI mo w e��=I 6eaym USE CITYRFORMULA QUIREDOOBTAIN ANCHOR • 697 r 2.1w r 2.7rr 3-tar t• 2•IM r 2.1x1 7 34W T o.4r o.0,' 432r CAPACITY REQUIRE'QUIENTFOR CORRESPONDING TO AN •• •• 11141411411 faa• taro• talc taA• 2 t-v4• t-v4• t-w• WX• t-Ir 1.169 7 tare• tare• mdse ACTUAL PRESSURE REQUIREMENT FOR THE 1 ®4. wWYelWpff10.18$ S90 Saver b 990•. iBNb b 2800 b 74090, 974 b 9180 3410 b 5600 OPENING,WHEN IT IS LOWER THAN THE MULLION 4AnoU'84.0r Ma /ebdsd(Grom"�(FI•3r. 769.9 WOb 9000 17800 321'10° 6100 66110 Toeb 14800 7480 12720 1890 6920 BeSb 127.00 CAPACITY(FROM THE TABLE)WILL YIELD A MINIMUM THE SELECTED mmte®1ar69aaa7slmtaw(oro6mOCV*M ttmb goer 10700 oma wA Hu a4ome Wa 296sroe Wa WA Wa teaser 17ro0r 214110 MULLION.ITWHICH MAY 4Anrmn®r1oa O.0/(212r8Anpi.C0p010a0.63 1800 7690 8690 15800 t690b 6100 8800 WA 7800• 7480 880169 18920 6920 8&10 11200 CAPACITY WHICH MAY BE USED TO QUALIFY OAneOx•Grl9a O.Q7(2 MAr,00901 M OY tee0b 168110 196016. 312016• 37020 Weob 11mms WA 1=166 14980 17690 S784b 19690 17Nb 22tOb ADDITIONAL ANCHOR OPTIONS FROM THE 12 Anoha•G1b'10a O.GICp2t5At1p1.C9p.l(FI9.7J: 188018. 21000 14400 9TBOb WA WA 13200 WA 1600@• WA WA wA 2018110 26540 33800 ANCHOR CAPACITY TABLE. PRBDUCC REVISED /Affelm@7.34'8.1.QC.ItFCBp.1.1a.178'AWa(Fq. WA NtA 67A WA 1791 HA WA BYA WA NLA I0h WA WA WA 14900 as campl:&q wllb Mo Fbrib 8AtRlr•GoAI hfto.tklliC�.lnto.128AWm.(Fp.BT WA WA WA WA WA NA WA WA WA WA WA WA WA WA 28171®. H---•2000'-••I DtdldinBCodo�6��1a.0 2.01711690,Q48r M1..O.C1 Ft6p 97p.10): 6900 390@9 4600 880110 No 18180 900 2800r 3SIb 74062 944. 838159 9480 341 Me 4410 BBOb Atxopt�mroo� ' 4Aro0to 7.rr Waacl it 6900 70060 6066. 17480 WA WA 4700 WA 8336. WA WA WA 68169 BBB the 11200r. NOTE FOR THE OFFSET CLO'.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: BY IYoAuI FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURE&FIGURE 10: FIGURE 71: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON 1 I 1 I 1 1112, • • • • • • • • omm LOADING•SEE SHEET$2.4 FOR GENERAL INSTALLATION METHODS.2)LINEAR INTERPOLATION BETWEEN MULL LEi�GTHS ANWOR OPFRWG WIDTHS IS ALLOWABLE �:3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS Nc3.5870521-23.HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE& FItiURE 8: FIGURE r SHEETS 21-23.FIGURES SHOW SUGtiESTED.APPROXIMATE HOLE LOCATIONS. :a- b U1 ANGLE -Q T • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '•• 3 ASE OF (FIGURES CONCRETE BLOCK UNR(CMU)SHALL CONFORM TO ASTM C-80.10000 SHALL BE PRESSURE-TREATED %��'••'•., /OR1P7:•'' • • • • • • • • MUST YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.78 AND BE A MINIMUM OF-12r %�S,...•.... t THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046•THICK(18 GAUGE}STRUCTURAL STEEL TO • • • • • • • • N� BEAT LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW r X r X.25" 'L I4ULlER,P.E. THREADS BEYOND THE MATERIAL 010&#12 ANCHORS WTO WOOD MAY BE STEEL,1"S.S.OR 410 S.S. MULLION FL P.E.#58705 TABLE W MuNon Ce a TeAle aXt' Openbw WWBt porwvca*vemin9 naiIftm)orOpenlnp HDIBht(torhwW)d ltelyapeMtp mU6ona) w C' 501. sola 70 In mh 9091 100b 1201" 140h t80h Red•91aim 7ntpp••. RedWMWW TYaPT80Y. Reo TWTAa4. Rsota V= TwTAan6 Rmtn•74o Tn6Vaf9re. Tte/7T7Iere. Ra488V VWTMre. RNWQ" 1AM�B. R4ot•4pimr T7a/r73ere. of 1.21':2.11• Laaetno Loa•nD Loeare Lo"m Looft Lodre Lotln9 Loadmp la•0n9 loa+9n0 LmoinO Loe•re Leean9 Lo6�41 L428re 9na•re 7a50r• I:oamn0 �� XT beMull � � 11fill, la 1 11 1 1 1 11 111 1 1 1111111111111 if 111 11 11 if zoil iiov! I N a 42N 1441 878 187.0 428 t7D1 828 ig88 419 =a 828 1368 414 00.1 629 1948 411 80.1 628 134.1 411 721 818 1911 411 80.1 628 134.1 alt a1.a az8 134.1 411 461 628 1341 411 W -48 In 068 400 1080 933 966 403 94.7 378 80.0 409 864 370 %.411,.41.1 317 637 400 781 318 48.5 4R1 789 314 40.5 409 768 Stf 3L6 403 768 314 382 403 79.8 914 = � 60.875U 629 987 B1A 3D1 s88 981 783 204 585 3W 71A 269 72 298 487 3BT B4A 794 411 362 83b 229 849 392 Gia 783 284 982 838 781 287 382 Bib 783 w 6167 826 318 74.1 287 686 318 842 781 488 3t9 67.7 288 76 283 -.11 318 6DA 280 39.0 918 488 20) 283 318 461 249 241 819 481 2® 212 918 481 248 m 80� 40.6 lbs 631 218 4LT 768 467 2N 883 T69 487 270 71 207 27.5 268 340 204 2l7 269 334 203 288 285 912 201 17.7 288 �2 201 188 258 392 101 m B9N 42.7 234 48.8 200 SSB 234 381 t95 986 291 90.7 102 Ls t8B 237 296 284 188 2L4 734 280 181 17.8 291 28b 199 165 734 286 1835 131 734 78.8 103 Sa. BB in �,! 218 38.4 1W 51.0 213 337 179 288 2q 78A 178 7.D173 288 219 281 17016.6 113222 187 19.9 213 220188 H.e 218 220 188T21n �.8 •1� 149 20.3 147 160 179 187 145 •• • 78N 243 151 4 140 20P 161 21.6 189 77.4 181 %o LS8 162 181 17.0 133 � � z 7970 S• a" 139 188 W 188 737 181 162 A.8 728 •• ANCHOR CAPACITY ADJUSTMENT FORMULA: a `' • TABLE 1 •••••• AnchorCpao T•bN • ANCHOR CAP.v,,, F X 1pc �o • Nnlowcmu F7bOpU PT7Yo60 R1•H (DP-)X( )eAWCHORCAP.® 8 MULLION CAP.a ,, •• •• • •• 8�1 2 t�ontreta plp 1rr seem 676'Eko V/•88 EYo 810 pal Br181ce1 8128Ne1 N N • • • a ppe 9nsE9wu9•Im 1rrElwwram u37xoo 3118'FS9o0km9m trrEkou9alal ria Utbaem Awa g�,a, g g9aapp6l USE THIS FORMULA TO OBTAIN THE'ANCHOR X • ••A•ehorCLLp/'9415rp • W'r &1r5r2-v' 1648 o0r 651r AACfUAL.PRESSUREREQUIREMENTFORTHEACITY REQUIRED"CORRESPONDING TO�• •• •••• /eI tat fart lair larr r t ua t-vr 1•ur 1-v4• 1-tN t-vr r ta49 tare 7aee2 IS U • 4rme San ../ 7:6 apsl 7mns 7bous s6ome p9 199x99 uo6r b9 WA 76'om9 746 m. ®o m6 bs Mx 0' ae6rp 14M®3 OPENING,WHEN BLOWER MULLION CAPACITY(FROMTHETBLE)OFTHESELECTED •• MULLION.IT WILL YIELD A MINIMUM ANCHOR •• • • • •••••• CAPACITY WHICH MAY BE USED TO QUALIFY FIV, • ADDITIONAL ANCHOR OPTIONS FROM THE •• •• • •••••• ANCHOR CAPACITY TABLE. • 0000•• •• •• 0000 • • 0000 TABLE NOTES. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.28/•-� PReD,UCf RSVISBD SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. "canplyhw wOh ele Flbdo B%dldkg Godo 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE AcalNmwNo�6'�Z�•a3 FIGURE I: 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 xi. 2.118' DY DBEs FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USE W PAM. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BEPRESSURE-TREATED T �`Z�.•�tG�.NS@•'••F9 i� YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083-T6 AND BE A MINIMUM OF.121' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(78 GAUGE}STRUCTURAL STEEL.TO BE AT 1.28•X 2.11•X.125'MULLION " y5705 LEAST.121'THICK AND A36.ALL ANCHORS WTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) =1l•: No. THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL 18-8 S.S.OR 410 S.S. Sime OF A LYN14MIUi P.E. FL P.E.#58706 TABLE 159 Aeumon CsKPACKY 741316 n Openingi MdB1(forM1er9061Y6PaMnBmWmu)orOpenIngH6lowmobr 10 QY+P6+►ifgmumm) � 50te BON 7010 6013 so t. 10010 12013 14013 180Ie Reel4agd• Ree+eglu T•prfMtg--- afte" > tleaB- Runs r Taordmg- Raaaepm4r Tmpntm0. Reolm9ft '0e MW* ReoWgft Ta"No. ReCn6dv Tnp MM p a 386"30 LWAVPP Looft Lamp 1mft loAn6 ImNg foaaaa Loamre Loan; tmm9 fare 1o46g IoaMg L4edg Lr-a-9 t,aare toaero by BALA � � !1W � � a 1, 1� 11 , � It I � �620170.0 476 t7o.0 744 IMA 478 170.0 BBO 70.0 082 170.0 619 17&0 1116 1740 621170.017x0 621 170.0 1466 170.0 601 tTao 1738 170.0 621 149.5 1740 170.0 621 170.0 706 170.0 6?A 170.0 850 7&0 68{ 170.0 M 70D 1133 17&0 881 17&0 1270 170.0 677 110 t70D 70. 70.0 60.1 170.0 868 170.0 Bbt 1709 1018 170.0 1118 170.0 723 170.0 1848 1700 741 1812 1448 IT&0 788 /689 1M9 170.0 788 f17J 1443 1740 788 1028 1443 170.0 708 m170.0787 17.0 812 170.0 168 17.00 801 170.0 1116 170.0 1278 170.0 603 18486 170.0 701 170.0 1083 170A 797 167.0 1218 14LI 1216 170.0 94128.9 1218 169.8 B3B 118.0 1218 1621 024 WA 1118 14&1 913 839 1218 148.1 813 78.1 1216 14&1 019 J 8310 1101 930 170.0 746 170.0 1118 170.0 630 1W2 1180 18&6 003 181.0 M1f60 163.0 BI4 118.0 11W /419 B� 108.1 1180 1M2 888 879 1160 418.7 871 76.1 1160 1782 870 83.7 11W 1282 WO = o 0 4 70.0 768 1624 100 46! 881 170.6 1018 146.0 804114.0010111 . -179 IS 128.0 748 IOU 660 110.0 794 850 880 100.0 722 78.2 880 !�0 712 7&4 460 682 7113 SLY 680 702 651 601 880 7fl6 886 449 880 76.4 888 7813 f� '!n•j25.1 890 1afl4 BBA 780 03.9 657 749 790 83.0 861 8&6 780 78.8 6469. 'roo 71.7 836 499 7W �.1 874 428 790 R.1 810 377 7810 11 760 16.6 867 02 760 ji6" 7LI 760 869 OU 682 760 77.1 621 8t.5 780 70.8 612 66.4 7611 88.7 803 462 750 89A W1760 48.2 688 349 780 67.6 686 8010 71.1 683 74A 600 Q• 50 829 401 619 659 649 468 4&1 M4504784& 44A 468 3&1 6•+ 4&0 482 3ao 683 382 452 2LB 683 313 446 I&S 319 442 •• • i8 N {� 81.1 449 619 436 429 406 449 427 37.1 496 389 421 38.0 486 9&1 416 79.7 495 312 409 24A 496 20.1 400 112 496 289 384 1fl8 486 25.0 3BD N • • 1a0N QB 349 381 SBA 348 IBA 391 31.1 342 251 981 27.6 397 232 381 219 1373 2DA 891 224 326 179 391 104 321 149 381 17.8 918 • 111 b 944 870 381 733 77.0 370 339 S30 279 370 189 376 14.0 970 2fl9 340 21.4 370 22.8 316 1&2 370 2U 312 18.0 370 18.1 305 Q W e • Q O 12010 X0.4 1 309 260 7 250 281 11.7 317 129 180 W.0 917 fB.B 178 iflB 317 17.9 273 • 14N 17� 1YA 20S •• • v d •• � ANCHOR CAPACITY ADJUSTMENT FORMULA TALE 15 Andwr ea Table (ANCHOR CAP,,o �, •• 274 MOM 3Ak OW& IN1or d1U F4-d Cmu PT metro (D m)X\MULLION CAP.,,,, ANCHOR CAP.,m • •••••• 6n4'Fro 1M ss alta SI16.Geo IW 88 mo no elml ala stem Hz Steel • e • An YD• 9114'6001854000 110.600(13•am 101mm 9114'600lOkawn 110•El90 t60nam AWaOalor IRteoon AW80W Baer(G5)84 (0•A Barer(051 USE THIS FORMULA TO ORRESBTAIN THE ANgiOR •• ••AnaMrCHP PaV=s • • • CAPACITY REQUIRED,CORRESPONDING TO AN Bd�Otrienoe�nk r 2-ur r 2.1? 3.68• 11 2.1/1' r 2-lir r 3.114' aWA .- CAPACITY 0.8r 0224• ACTUAL PRESSURE REQUIREMENT FOR THE • • EmL40nenl 1.910' 1310' I3l1• 1.314' r 1-iM' 1.1/1• t- 71 1.1FP 1-114' 1-1M 1.310• 2Am .a/R/�5 1(F81.1k ba 390 N- 460•e B90b 00. 2m 0M 2BO15e 3a 4o4u 37 154 72001- H2Ne m6 OPENING.WHEN ITIS LOWER THAN THE MUWON 4 Aro5.4®9,6•►6t.O.a I RI9<6Anme t3g4I F4.2k 760.4 780®4 -m-ft- 187084 26239ts 610 0.- lWft WA 11700t4 7481- 88OIL- 883186 1110 @6 CAPACITY(FROM THETA MINIM THE SELECTED 8.0.005.8®271•Wn.OA./ 2lBAt•b G1y9/ 3k 11200u 11200• 968 o0. 22481D4 a7S/0a -WA BIO Dt6 WA 10'Alihe BBA 1940104 WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED m m uplyl"wfb 9m FIt61da FIGURE 1: Beltdlttg Code TABLE NOTES: Aemplevee No No- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. t n DaOo �DZ/ SEE SHEETS 2-4 FOR GENERALINSTALLATION METHODS BY Oakhed9st 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 11(1 t t I 1 I I FIGURE 2 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS.SEE SHEETS 21-23. .126' .\j�:..••..��! ��i HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. �• -�\4��••�1CFIdSB''•F'P • • • • FKRURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS •.'t �_ 3.260• :: yRo.58705 v 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0,55.ALUMINUM SHALL BE 8083-76 AND BEA MINIMUM OF.128' .V✓` LJ/gLIZ: FIGURE& • • • • THKX STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STRUCTURAL STEEL TO BE AT 39•PAY TASE F � LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1dULLION :�(��•,,.FLORIOP•.��\ THE MATERIAL 910 8012 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. NA- ANGLE ANGLE CLIP"WRES 1.3)MUST BE USED IN PARS. S/t)M A. l''IVN MIL'mR,\P.E.P. FL P.E.O 58705 TABLE16A � - YulllonCs o Table OpeNnOWldtlt((arvw9wdysPMrj n Mm)orOPo�OHe III(for remumom) 60N %N 70N 801" so 10DN 120In 140 In 160N 71epnManp. INC1•>Wer Tel MW* Reftoft 7 V. Reataow T»� R4olmWat ` Trown r•. Reot•putor Trgpff we. Reowolu T•NTdeng. Raobatpr• TnpTamx• v 3.2b"49 toadag Lo•L• Laft Loaft Lading Looft Loodne 4m•nY IN" Ioadine Loading loadia• Los" Loading Leaft Leading loemm faadine �Y � DOILAL iq BAYWILL 14 co fill III 9N 170A 810 170.0 438 MA 744 170.0 a$ 170.0 BBB 170.0 6% 170.0 091 770.0 81g 170.0 1118 170.0 621 170.0 1140 170.0 821 170.0 1488 770.0 621 17&0 1138 170.0 611 /009 1871 770.0 621 484 170.0 T% 170.0 624 170.0 860 170.0 064 170.0 112- - so 830 770.0 1137 170.0 861 170.0 1278 770.0 877 170.0 1417 17&0 080 to&7 1831 170.0 880 110.0 1837 170-0 880 1228 1637 170.0 880 b' 60.810N 110.0 747 1TD-0 603 170.0 880 17&0 831 170.0 884 170.0 1t% 170.0 7x3 170.0 1348 170.0 747 170.0 1481 170.0 788 147.1 1%2 170.0 780 12LI 1681 170.0 708 110.4 1662 170.0 786 m � Q 6{N 770.0 181 110.0 812 170.0 008 170.0 801 770-0 764 170.0 1278 17&0 803 170.0 1434 t70-0 %7 1658 1{68 170.0 668 120.3 1488 170.0 801 110.0 1165 170.0 BBt 87-0 14&5 170.0 801 t0 80N 170.0 806 170.0 701 17&0 10% 17&0 7W 170.0 876 1�.1 7308 17&0 944 13&7 7308 170A 9% 1%.7 1308 tOL5 9W 1148 1300 167.1 082 88.8 1300 ta7.1 W2 7aO 1308 157.1 %2 %N W 930 fl0.o 748 170.0 1118 170A 860 181.0 040 19.8 1217 1%5 083 12&7 1147 1618 986 114.0 1247 141.9 862 9&0 1247 7381 %6 81.4 1787 13&7 %6 71.3 1x0 738.7 %9 Z w • 68N 110.0 074 170.0 769 170.0 1144 170.0 %3 149A 9% 720.0 11% 147.8 W 116.0 11% 738.0 St8 100.8 11% 12&1 014 8&8 11% 11&6 W 743 11% 1t&1 6% 64A 1180 11&1 883 J •• 7xN 16fA 1010 788.8 817 1344 1 144A 888 116.0 a9 101.0 1010 114.7 828 6&8 1010 f05.8 817 BDA 1010 08.0 819 1010 %A 786 07.7 1010 87A 7% a.5 1010 07.7 780 • 76N 1�7 43.6 702 fY4.6 808 1720 770 98.1 906 107.1 781 %A 008 %2 79 7&3 006 083 736 6&7 8% W3 720 579 006 74.7 718 a.1 8% 718 710 420 9% 70A •700 •• 78N 127!1 681 8326 761 /%B %1 i12b 738 80.0 OBt %.a 7% 78A 851 BBb 713 MA 687 81.0 703 6" 881 7&4 894 69.0 aat 88.7 887 aA 881 84.0 W6 38.7 044 %7 972 } O O • 90N 827 W W4 94 Q%j 721 681 Al m 8x.0 854 01.7 878 5&1 616 48.0 818 NO 637 41A 818 47.0 63D 91.8 848 NA 619 29A 848 382 511 26A 818 38.5 807 • O •• • %N 70.7 Bab 888 6&1 489 4&7 689 61A 491 428 688 4&8 489 37A QBB 47.{ 478 34.1 688 1&i 170 ZBA 666 37A 468 219 680 30A 482 119 608 2&7 447 T tOBN NA 49 44&8 a6 98.9 49 418 SW 942 49 36.7 3% 20.9 49 31.7 3B7 %e 19 28A 39 2.1.0 449 2&i 377 20.0 448 9.7 388 17.1 49 20A 381 • • O W • 171N 44.1 4x8 46A 380 97A 878 91b 426 328 373 TTA 428 20.1 887 14A 4% x52 382 221 4% 24.0 368 18A 4% x0.7 300 16.8 96 18.8 919 f$� • • /ZON 36A 33f >tli.T *4 29.6 326 24.0 361 26A 321 21A 3" 2Z8 317 1&4 384 2A6 319 17.6 381 1&7 309 U 2 p O • 144N 20� 20A IL 233 " ap9 17.1 zo �_ •• ANCHOR CAPACITY ADJUSTMENT FORMULA: d �0: • TABLE I6B • •••••• A • Ana horCapacily Table(11m) (� R ANCHOR CAP.- N •• 278Wmmle &630oro. FEWt• PT mw I�)X • •••••• VIV pop 11488 Ebo 6118•E1oe w•88 EJa MO e•eI D12 aWW H1 sleA • • • AnolooiYpx 3716.80eUlUwea Ito•FJoo 1Niman Uaaan 9118•Mwn.- t!P 1700118teoan A UFOOMNIBmwa appe•91or 6e 1054 6omo 030 BmaM(Ga) USE THIS FORMULA TO OBTAIN THE"ANCHOR • AnoborClp Pall meE CAPACITY REQUIRED"CORRESPONDING TO AN •• •• •••• 6W abtaaee4nY 7• 2.1r!' P S1a• t• 2.12• 1• 1.11r r 9.118• r 0.a' 0.64• lura ACTUAL PRESSURE REQUIREMENT FOR THE • ♦ EmLetlmeO 1.314' '!•914• 1.3K' 1.9t1• r 1.174 1-774 1-w• 1-11r t 174 1.114r 1.718' 1-&B' 1Anoton .C.1(2)1t6 191Af(Fq.13 3%10s 990 ma NIMUM ANCHOR ba e%9u 17%mo 0•a 260 IM s64 m+ 7a ma 971 no was Sat 104 49 ma 560 ma OPENING,WHEN RIS LOWER THAN THE MULLION 42Awh=9A•Wn.o.C.lm295aagt8tW!T10-ZX leo me ie0na 7%ma 16roma mxs®s 6w 6s 68oms wA 11x080 7a ms asoma lmlm eel ma essme 112oan CAPACITY(FROM THE TABLE)OF THE SELECTED eMWaae 2n•L9a.O.C.f1112t6Aa9te Copal 3Y tt706u 5120 ms 9586s 118 ma 2254 mo WA Barna WA 1088 tae wA 1Se0 me N1A 10x1 Bia 19x7•a 18%gr CAPACITY WHICH MULLION.IT wa.L MAY BEAUSED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. IPRODUcr REVISED US oemPlyinS wish Wo FIDdh FIGURE 1: TABLE NOTES: RulIdNSCoda Aon)6•o2)S.v3 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, Eu Nn bate ZOZJ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. BY 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE E. 2 ' 3)MUWON AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEEBHEETS 21-23. ``��\�I LYNN ull HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .126' 46• ��,�,0••�p[N-3 •�� • • • • FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \ 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.261Y _::: Nn.y1+T05 FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 6063•T6 AND BE A MINIMUM OF.126' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.048'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 46•SAY - -C1'�• L� .: LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION S THE MATERIAL @10&1912 ANCHORS INTO WOOD MAY BE STEEL,18•B B.S.OR 410 S.3 'O��•.,FI,OR\D�•�(jam.` ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAID A�LYNNIIy(�Ept;Y.E. FL REM 58705 r-,.286'--•i �� 1.000' .125 t .125 &126'aA26' x188• d 1 I 2�. 2.760'a 25 .126'2000' .12W 2.0100' .12V 2.116'Aw L .125376' 0' .000' i'X2•X.126'MUWON VX2•X.375MULLION 1'X2.75 X.375 MULLION PX2.76'X.65WMULLION 1'X3.125XrMULLWN 1.2SX8.188•XZ86'MIIWON ALUM 1.28'X211'X.125AB1LLION 221 .4 aL to 8083.78 ALUM 8083-T8 ALUM. 6063•TS ALUM 8083-TB ALUM 8083-T8 ALUM 8083•T8 ALUM. 6083.78 XSECMON X•BECTION XSECTION XSECTION X-SECTION XSECTION X.4ECTION Z 0 J .12W :3 :3 TABLE A Z W aThl •e• { ANDARD CLIP { 2X8 ANGLE C•UI D1ma1Ma.Valu.pn) For MUlll- • • • ••• •� I 8083•TSALUM O •• •ems T8 ALUM • • 0 2.125 X4ECTION A 1.82b d CTION U•CLIP 2'� 1'XY X.126' J- B•••••C 1 6083.78 ALUM. 2.854rgun ••• • • • .126' X4.CTION iC 0.898 a�Tbbe MWfiaM Zo D 0.740 Z •• ••• : e••• :••••• 128' �.40'F A 1.125 w O B 2.404 1'X2'X.376' Q 0 ago *as 0 000000 AlUmbUn 0) • • 6 HERETO 376" 6005_-- -� D 0490 C 0-6W TUbeMWllan Q 3 • ••876 s�6'- .AV t• Ftxu+.BE MW F 3nMIN11-- B a O • ��.Do AB.F.SHEET4 .3 PI. A 1.876 • • r-a-----, -o -----i A I u-CLIP A F----- B &000 1'X278"X I { J 6063•TB ALUM. - ------------- 2X8 ANGLE CLIP C 0.767 .375A18minW •• •e L- ---t-J •yy'----- TOPVIEW 6083•TO ALUM. D 1.118Tube Mu{llon'go"' • STANDARD CLIPCENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPVlEYME .480 Min. •• •••• • 8pg3.T6 ALUM. DASHED BOUNDARY.SEE SHEETS 6.17 FOR THE A 1.312MOF ftMOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE MAXIMUM ANCHOR1'X2.76'X W{tAIR 7�DASHEDBOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER•1118°. B 3.000 AV SHEETS 6.17 FORTHE ANCHOR O.C. WITHIN THE DASHED C 0.478 Ahffnb nlDISTANCE.MAXIMUMANCHOR HOLE BOUNDARY.SEE Tube Mullion ANCHOR DIAMETER+1118'. SHEETS8.17FORTHE �,��B D 0.838 ANCHORO.C. A 2.000 DISTANCE.MNOMUM PGT PartAte 1'X&126 X -PRODUCT REVISED 6.800• .375 ANCHOR HOLE Mull Dlm•Melan(elMeet 2.837 a+�.a wf{hml4�iY .60(rAIUT!{ -m PlCoda DIAMETER:ANCHOR Mullion Std.Clip OlketCllp U-glp Angle Clip C x883 MuO AccayffinoaM tfo'07A •03 .3w DIAMETER+1118'. 1°XYX.126(b) 88606 M113M 8881118M 668243M 668511M D 1.137 Dab /m2! MW r---- ------ ------------ 1°XYX.376(8) 888008 888114M 8881119M 688244M 886612M A 2.025 Dy { I M 1°X276X.376m 88607 88811bM 8881120M 688248M 888513M B 3.262 126'X&188' Dario hodud I I X.286'Alum { i B 1"X276X.850°(8) 88808 ON116M OW1121M ME46M W014M C 0.862 Tube Mull �� 4`f NN1y1 M D L782 O�a� i --i--- D i 1"X3.126 X.800(8) 68837M S881116M 061114M 660242M 888515M JIW121"Alum 11' ;;'4�cti{ase '• �: 1.26 X&188'X.286(12) 68841M �01117M 8881113M 888241M 888578M A 1.813 Q { { { ------J . `-------J I 1.28°X2.11°X.126(1S) 68370 WA WA WA UN17M Tube Mull ; 140.5670'' ; C OFFSET CUP NOTES: N 'a �b•' Lu Z: 6003-TS ALUM ~� ••• fP I'�« { TOWIEW 1)HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEEP. g ATC •`` .740' DISTANCE. ':�/.`�•..F'IOR��A'•a�?: 2)SEE SHEETS 5.20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS&ANCHOR O.C.DISTANCE 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, FL P.E.#68705 -►� t.00r r --j 1.CCo' r- 1.082' I 740• lap .moi' .386. I .062' .126' -i F--.126• ~�' .0822. L12V _ _ _.438' 2XB 4_ppg• TANDARD CLQ4.00' 4.000' 2 2.000' 8083-TB ALUM. 2126' U.C� 2.080' �TOALUM.,2b' XSE 1.26' I X63-TSAX-SECTIONM. XSECTION g LO FF .126' .126' .031• .12b•-� 0 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J w .126 .1�. DASHED BOUNDARY.SEE SHEETS 5-20 FORTHE T378' 376' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 2 m a N 1 T HOLE DIAMETER:ANCHOR DIAMETER 1116". m b O 1'%4'X.126' 1'X 4'X.376' 1'X4'X37W I 6,�p• 5.000' � o M MULLION T-MULLION CUTHERETO .375' 0 IP BOB3.78 6083-TO ALUM. 6083-T8 ALUM. 370 3.12 -- CREA7E F�LtP.SEE - .376' MW. V) j • • XSECTJPN ••• XVCTIDJ• XSECTION MIN. I DETAIL F.SHEET W .� •• ••• • • • 126p• .37W i .376' Z m I CENTER OF r--------- ----------- � r------^� r-------� • • •••••• • • 1 I I I ANCHOR HOLE i 1 MIN' Z •• ••• 1 • 1_ 0. 1 I I 1 1 I MUST LIE WITHIN J ... t FI i i THE DASHED 1 1 F U ,� a • 1 I I I F BOUNDARY.SEE I 1 z 0 •• •• • •• _^_ _-_ THEETB 620 FOR I I 6 Z • • • 2876' I I I THE ANCHOR O.C. F --------� Gc p I I I I F I DISTANCE • •• •• • ••• 3.84' • • I 1 MAXIMUM � I H • • • •' 0900 ANCHOR HOLE 1 I Y R • • 3•2W i i I i i I DIAMETER: I F J t� co y •• •• • •1W ••• ,tog' .100" L J DIAMETER+VIV ANCHOR L---------------------' Q O •• • •e• _ MANOLECUP • • i�� 824• 4' F L STANDARD CLIP 11•CUP 05340 0 OPVIEW� F .w • --� -�• ZIENTEROF ANCHOR HOLE MUST LE3'T8ALUM. 6083.78 ALUM.•• •• .�� 4-1 X20'I•r�- --•1.820'I+-• HIi4 THE DASHED BOUNDARY.SEE TOPVEW TOPVIEW 12S X&W X.,OO'e 1.28'X 3.28•X 124' 1.28'%3.94'X.824• SHEETS 6.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULI/0/1•• MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Gmandon Value pn)For Mulllon: Dimension Value 0n)For Mullion: SODS-T6 ALUM. 6006-TS ALUM.- 60WT6 ALUM. DIAMETER:ANCHOR DIAMETER*1/18'. F 3.657 )( F 1. 1. X-SECTION XSECTION X-SECTION 0 1.000 •128' 0 0.800 X•624' H 2880 Alumhaea H 1.436 Alumlmlm 1.377 7 1 3.489'•2 b.5Q0�� 9.080 Tube 4 X 1 3.260 Tula MUIUM X3. 2881• 1�• .37b' .37b' F 9.187 1•X4'% F 2.826 1.21i•%3.94' 1.8 MIN. O 0.7b7 .375' O 1.125 X.824• _-- -- �-------� H 2430 Aluttlmuun H 1.600 Alumlmun ;� n„gtULTREVISED j I I 1 3.000 Tube 8'T 1 3.260 Tubs Muglon ag cm plyi�with Ste Fiend I I I I I F 2250 1.2@'X326' F 2819 30' Mug DuildngCoft I i 1 1 I 0 Elio X.100' F 2876 45'B Mug AM,�„�Dxmud J8'o�A2) .125' I I I I I H 1.600 Alw*m 125• 46' i j I i i I 3 we M%mm By iT- - Pmducl3260'46'BAY MULLION 3250I I I TABLED 30'BAY MULLION I 6083-TSALUM. 1 1 I I __ 1 Mug Dimamion POTPart® \ Y.---^---� I ` -- 000376ALUM. I %SECTIONT (ghosts) Munn Sid.Clip OSmt CIIP U411p Angle CUP ��p��l` ....,<<Ff��ii� X-SECn�I I V X4•%.i2V(10) 69384 6681t1M 60 ii22A SSMlM SWiSM a:•v�cF-1`ISF iT .125' 6003-TO AOFFSETUM. 1•X4'X.376'(11) 56610 668112M 6861123M 66WA2M S66618M 00 50105 , .T�-381•..ITOPVIEW 1"X4'X375'"T(11) 88063 668112M S681123M 68820M 888619M 228' {F.881'+{ 740' _ �' f Z NO 1 � .28•X3.28'X.100'(13) 20180 6881127M 8681124M 8882dtOM 8866118M - N b 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING OMNS1014AL RESTRICTIONS GIVEN ON THIS SHEET. 1.W X328'X.624'(14) 20181 8W1128M 6681128M 6862471M 868Bt18M -•0 ., 0 r ; i.W X3.84'X.824'(18) 20162 8661117M 8661126M 888241M 888S17M "'p ' 5'7E 30Door"(19) 86649 WA WA WA 6665110M :0 X"�'•..FLO.....��: 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS S((c 450001 l20) 88660 WA WR WA 6686111M �a'L Nly- I'�,870��•E. 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. FL FtE. 56 TABLE E Mull Dlmendon POT P•rt# (shoots) Muluon Std.Clip LLCRp Angle Clip I I '126' I r -.125' --I F-'.12V 0 rX4"X.2V(l8)j 558D2 W=lM 8852TIM 8885112M a rXU-X2V(17)1 88804 088282M 888272M OMM5113M I STANDARD CUP 1 U-CUP I 2X5 ANGLE CUP p 8083.78 ALUM. 8063-TO ALUAL 5063-TS ALUM. 6� 2.�0' I Lo 1 `SECTION 2126' I `SECTION 2000' `SECTION d NOT I C4 1 .126' I .126' L .125 N 1'1 S m W 1)HOLES TO BE DRILLED IN THE FS]D FOLLOWING L DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z a 2)SEE SHEETS 5.20 FOR SUGGESTED,APPROXIMATE —1.4lNO'� 0 3)SEE SHEETS CATIONS.FOR GENERAL INSTALLATION METHODS. 1 6.500, CUTHERETO &000' 375 W t0 O O 8M1N. 3.600" CREATEF4CLI .375 —��M6J. m 0 (0 J 2.000' [ _SEE TTAB.F. M� f .375 W J • • ••• •• -- -- Z • • • • • i 1 1 i i O N ••2•• •• ••• • • • I 1 1 1 a • • a' •• f _i—_ -—- -—1- 3.438' f + 3.438' f i V of p •• •••' •• •i��Op I I 3.438' i ; 0z e3 p • ••• •• •• • M 4..R11 Z------' ---------------� _, Y g L-----^ MN. O • ••• •••• •••• ----- -- --••• 2`SANGLECUP 0 0STANDARD CLIP )-CLIP.6083•TSALUM. O O• • ••••• HOLE MUST L� 6063.78 ALUM. SED FOR r X 4'MULLION 18 CENTER OF ANCHOR HOLE MUST LIE 6083T8ALUM. d ,260• • WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TCPVIEW WITHN THE DASHED BOUNDARY.SEE TOPVIEW � •• ••• • •••••• SHEETS 6.20 FOR THE ANCHOR O.C. SHEETS 5-W FOR THE ANCHOR 0.0. — •� • •••••• DISTANCE MAXIMl1M ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXBAUM ANCHOR HOLE • • • •• DIAMETER;ANCHOR DIAMETER•1/18'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR D1AI IETER 41(15•. • • • • SHEETS 5-20 FOR THE ANCHOR O.C. •• •• •••• • • DISTANCE.MAXIMUM ANCHOR HOLE • • 6'�• CUT HERE TO DIAMETEM ANCHOR DIMMETER t UlW. 6.000• 3.600' .{ CREATE F CLIP. ` .375 f`—� 378' f I .MIN. BEE l�TA1L F. MN. r-SHEET4 MN. f MN. .375 ------- ---------- I I 1 I I •RODUCT REVISED am cu•F134o3 mib tLe Ftorl& I I 1 I 1 I BBuild�AccepmrcoNo(fo-07,1�.03 too Dam QOo.I BY —L—— I ——1— 4.81M8' f I &435• f +————————� Rmbk1• 280' &000' f I T- 1 1 I t t\11 1 1111 6.438• I 6.438` .�`� LY WN pN,......,49/e '�i� rxe•xZS ��•'t�cENs�''•�F.p': MULLION No.58706 8053•TBAWM i I I i .375 _ — XSECTION — I I I L------------ MN. ; .: 1 `-------- -- -- --'--^--� -- -- S1'N E F 4/" STANDARD CLIP U•CLIP 2X6 ANGLE CLIP 268' 6063•TOALUK 6063.78 ALUM. 8063-IS ALUM.17 S�ON�11_�^`,`• TOP VIEW USED FOR 2'X 5'MULLION.SHEET TOPVIEW / t t t tt� TOPVIEW A LY�IIS.MILLER,P.E. FL P.EJ 68705 EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-1W.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.OF80.0 PER 1)INITIALLY ASSUMING THAT A 1"WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS T2'AND THE OPENING WIDTH IS 32'+32+1'=W.REFERENCING SHEET 25,THE COLUMN USING 1g'� NOANCHORS M HEM RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2414*AND WILL MEET OR EXCEED THE REQUIRED �U DESIGN PRESSURE OF+60.01-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT IAROER SDS:AVAILABLE. r! -8ff see FROM TABLE 3A,MEET 7,THE 1"X 2.78'X.375"MULLION(LENGTH=72',OPENING WIDTH=70')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 4582 PSF AND WOULD del O FENESTRATUAl DETAM NOT BE SUITABLE FOR THIS APPLICATION. • PL'8 8178 Y FROM TABLE 4A,SHEET S.THE 1-X 2.75'X.86O'MULLION(LENGTH-TY.OPENING WIDTH=70'HAS A DESIGN PRESSURE OF+1-727 PSF WMg1 EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. ION LEEN � ^ 2)USE TABLE 48 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CUP WMTH(4)@72 ANCHORS AND THE 2X5 9) N�m N ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 888 UES.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP INSTALL CLO'IS EASIER y AM 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESItiN PRESSURE,or MULLIONS OR FENESTRATION PRODUCTS,WILL SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE 8071H THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 2.3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 2 V=j IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+I-WA PSF.THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSP WITH AN ANCHOR CAPACITY OF 638 LBS.ALTFRNAnVELY, LU NO ANCIWRB ul wwo0w sULL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: ~ to J • • ••• � Nm H an LOS (80 PenX 624.8 LBS (MAY BE USED TO QUALIFY 010 STEEL SCREWS FROM TABLE 48) LIA • • 000000 THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SIU_THE WINDOW FRAME DEPTH IS 2313'.THE OPENING REQUIRES A � •• 000 • • • • DESIGN PRESSURE OF 480.0685.0 PSF. = Z • •••••• FOR THE VERTICAL MULLION: Q W • c •• 000 • •• •• •• 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+T='108'AND THE OPENINGMMTH IS 38'+38'+1'-77.REFERENCING SHEET 25. ci f • • • • • THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEASTTHE WINDOW FRAME DEPTH OF 2.318"AND WILL � J� �0 0 • ••• ••• • •••••• MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-85.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVALLABLE. •• •••EXAMPLE P-MULTIPLE ULTIPLE MULLIONS•••• {L� • • • FROM TABLE 3A,SHEET 7,THE 1"X 278'X.378'MULLION(LENGTH�108',OPENING WIDTH=807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1-1&1 PSF K � Q •• •• ••••MtILLYnOTH-1w••• AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. • • • FROM TABLE 12A,SHEET 18,THE 2'X 4-X.260'MULLION(LENGTH'108',OPENING WIDTH=807 HAS ADESIGN PRESSURE OF+W.7 PSF WHICH EXCEEDS THE REQUIREMENTS O. y • •• • • FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 871 LBS. • Of • •• 8EE St1EETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 38'+38'+2•=74',N0T 73'AS PREVIOUSLY • FENESPROK AT'la7 ••� ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN •• •• ••APPI • • THE 73'DLMENSION(36-UY+35-lW+Y=73'L • • r r 2)USE TABLE 128 TO FIND THE ANCHOR TYPE.ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUMETHE POURED 1 CONCRETE HEADER AND SRL ARE ll"WINE.IF THE MUUJON CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DLSTANCE W/ERTICAI.� _ ISMO THE STANDARD CUP WITH(8)3HlP ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2.1/T'GIVES AN ANCHOR CAPACITY OF 1080 L8S WHICH 18 GREATER,AND MUUAON -�-SEE —SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 871 IBS. LENGTH D See DETAIL E, 3 SHEETSII.S. DETAILSHFETFOR THE HORIZONTAL MULLIONS: OPE18H6 REOHT BECAUSE THE VERTICAL MULL WILL BE A 2X 4'X.260"MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS.ALTERNATIVELY,ANOTHER FOR MULLION TYPE COULD BE CHOSEN. PRODUCT REVISED PI* ith 1)THE MULLION LENGTH IS 38"AND THE OPENING HEIGHT IS 32"+72'+2'-106.REFERENCING SHEET 26,THE COLUMN USING TRAPFIOWAUTRIANGULAR LOADING MAY BE 69 C01bm ` g0 F�{� USED.FROM TABLE 12A,SHEET 1&THE 2X 4•X 280'MULLION(@ LENGTH-42",OPENING HEIG1T=120)HAS A DESIGN PRESSURE OF+1-17&0 PSF WHICH EXCEEDS THE Accop—� 140 •03 REQUIREMENTS FOR THE OPENING AND MAY IEE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 821 LBS. on dw D•e I ( OETARS, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE I' By SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE USING THE 2X5 ANGLE CUPS WITH M, hodnct (4)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1•GIVES AN ANCHOR CAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \11 I 1 I 1 I ANCHOR CAPACITY OF 521 LBS. `� N•(LYNN 4f tt-NINGNOTH ORdZ W.HOIt1L 4)FOR THE U-GJP IN THE HORIZONTAL MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 1213 FOR THE U-CUP SHOWS THE ANCHOR \-\GENSg•EHOni M>al•►EHSTH CAPACITY IS 10741.83 WHEN USING 3 ANCHORS,WHICH IS GREATER,AND THEREFORE SURABLE.FOR THE REQUIRED ANCHOR CAPAC17YREQUIREMENT OF 521 IBS.THE FOR VERTICAL WAL ANCHOR TYPE 18 A 012 STEEL SCREW. ii •'-�; 140.53705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: '..A----��'.. +1-84.7 PSF FROM THE VERTICAL MULLION; V'•a `7 I�...1 +1-1708 PSF FROM THE 38"HORIZONTAL MULLION ATTACHING TO CMU; Str +1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION(INTERSECT10NL % (� S.A E jt/� XN THE LOWEST DESIGN PRESSURE IS+W7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. � �('••,F<OHIOP• C?�`� VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION � SON . PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN�MB!tti.�n,P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.O 68705 EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: rF$, PW PW j PW p 4 Y 000 I �IN SFitDH ILL, SHIOH SHIDH 1 PW PW 1 I I m LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION OF WINDOWS NOT ANCHORS WITH INTERSECTING HQRD:OMAI MULLIONS I • • • • • •••••• I LOADING OF VERTICAL MULLION •• ••• e • • • PW I LOADING OF HORIZONTAL MULLION Z I LOADING OF HORIZONTAL MULLION PW // • • I Q _ O • •• cipaV> •• ••• •• •• • I Z O I PW • ••• •• PW co U' • • • ••• • • •� j PW p •• •• • • tl•DH SHIDHWSH/DH 1 Q Q O O • • • �2 a •• •• •••fi / / 1 SH/DH • ••• • • •• 1 / u • •• •• •LdAb1A.QOF VERTICAL MULudN LOADING OF HORIzoNTAL MULLION � SD•�GFi^''NDOWSNOTANCHORED WITH INTERSECTING VERTICAL MULLION 1 PW PW HR I 1 _ LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION1 PA 1 HINGED PW PN 1 NOTES: ;l?toaucr REVISED 1 1)DRAWINGS ARE Dui TTOykw�%thdwFtwklso RERESENTATIONS OF TYPICAL Aaarft=M I PW CONFIGURATIONS. Doe 1 PW CONFIGURATIONS NOT SHOWN t MAY BE EXTRAPOLATED FROM MI D THOSE SHOWN. fro ozi A ;20CI I 2}IF THE LOADING TYPE CANNOT ,, 0 GYNIV 1 BE DETERMINED.USE �.....••.,M/�ltC•�� PW RECTANGULAR LOADING. ��,.• N3E Q !. PW PW I F r' •„.t 3)SEEPRODUOMAPPROVALFOR ;'?t; No.58705 j ACTUAL ANCHOR LOCATIONS. , LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j [� C] / �'b•:� G PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLION 1 6GD %6, ST TL OF �1!: LOADING OF VERTICAL LOADING OF HORIZONTAL A,[iRW�I R'd,E. MULLION MULLION FL P.E.#68706 Florida Building Code Online Page 1 of 5 7777 ra \ � tbfr q i 4 ,:aPv{d Z '4i M1 ffi 9 �'k L n a e tt 4l I K S � a Gy J„ xi BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff i BCIS Site Map Links Search l >' Product Approval USER:Public User Product Aporovai Menu>Product or Application Search>Application Ust>Application Detail FL# FL15210-RS OEM Application Type DApproved ' ' Code Version Application Status Comments Archived ❑ Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity ••• •• ••• Natio nal Accreditation and Management Institute Quality Assurance Contract E12lratiq[•Dqii%: ; ; ;jt;/31f 2018 Validated By ••• ••i ••i ••• i*ag j?King, P.E. ® Validation Checklist- Hardcopy Received . ... . . ... . Certificate of Independence.* • FL3521i its COI CERTIFICATE of INDEPENDENCE.pdf ••• • ••• • • • Referenced Standard and Year(of Standard) Standard Year ••• • • • • ••• OSTM 1)1929 1996 • • • • • • gSTM 1)2843 1999 https://www.floridabuilding.org/pr/pr_app*-dt;.aSPK-p rasiwv;6h XQwtDgv3yWKJZ1QRCFPqu8gbC... 11/23/2016 Florida Building Code Online Page 2 of 5 ASTM D635 1998 ASTM D638 2003 • ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R5 Eouiv Equlvalency Of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL Model, Number or Name Descriptiori 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E. 43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.1 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.1.odf additional use limitations, installation instructions and Created by Independent Third Party:Yes product particulars. 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (OX or XO; OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIS210 R5 II Inst 15210.2.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings,any FLIS210 R5 AE Eval 15210.2.pdf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use .•0 ••: : : .*. : : .•• Installation Instructions Approved for use In HVHf:Yes .: .•: : ; ;.; '. FL15210 R5 II Inst 15210.3.adf Approved for use outside.abHZi:Yeg.; • • ; ; • Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.3 fpr ppsign PrVsure•Rating,.6iny l-15210 R5 AE Eva[ 15210.3.pdf additional use limitations, initallition inPtrticjor:9 and Created by Independent Third Party: Yes product particulars. • . . .. . . . ... . .. 15210.4 d. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X-Configuration) FibgVa*Dodr ; • • ... • • • https://www.floridabuilding.org/pr/pr app-dtfaspic?peTam;*CZEVXQwtDgv3yWKJZ1QRCFPqu8gbC... 11/23/2016 Florida Building Code Online Page 3 of 5 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.4.pdf • additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8 "Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (OX or X0; OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.5.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.6 En/R Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double,Door with or without ic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO -Configurations) Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.6.0df additional use limitations,installation Instructions and Created by Independent Third Party: Yes product particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing (X- Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions ` Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.7pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.7.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.8 EGa mooth/Wood Grain/White Wood 8'0 "Impact"Glazed Fiberglass Single Door with Sidelite or n/Rustic/Mahogany Series 0 Sidelites-Outswing (OX or XO; OXO-Configurations) rglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.8.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.8.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use ; ; •.; ; ; ; ; ; Installation Instructions Approved for use In HVHZ!Yes• • •• FL15210 R5 II Inst 15210.9.pdf Approved for use outside MVH&*Yes•• • • • •• Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 fbrMaign Pressure Ratinn 4anx FL15210 R5 AE Eval 15210.9.pdf additional use limitations, installation iristrucL`oris and • • Created by Independent Third Party: Yes product particulars. ' • ' '• • • • • • 15210.10 J. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door- Outswing (X- Gr4ip/RLjstic/Njahogjn%Wip O Configuration) Fibergla9s Door : • •• • 46 • • • • • • • • • • hqs://www.floridabuilding.org/pr/pr av4dt�aspK?para -vXGh*VXQwtDgv3yVVKJZIQRCFPqu8gbC... 11/23/2016 Florida Building Code Online Page 4 of 5 Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.10.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.10.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.11 k. Smoot Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (OX or X0; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.11.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.11.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.12.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.13 m. Smooth/Wood Grain/White 8'0 "Impact"Opaque Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany Bolts-Outswing (X- Configuration) Series 0 Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.13.rdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.13.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel-Outswing (XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15210 R5 II Inst 15210.14.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, FL15210 R5 AE Eval 15210.14.pdf any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0 "Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERTTm an operational window insert-Outswing (X- Fiberglass Door Configuration) Limits of Use : : •+; ; o : : ; Installation Instructions Approved for use In HVHZ!Yes •: : : : : :• FL15210 R5 II Inst 15210.15.oddf Approved for use outsider MVH tWesa • • • ::., Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.154foP4esign PPess Fe Ratings} • FL15210 R5 AE Eval 15210.15.oddf any additional use limitations,installation in2ruitions and : Created by Independent Third Party:Yes product particulars. ' ' " ' ' + ••• • • • • ••• • ea Next • • • • • • • • • • https://www.floridabuilding.org/pr/pr app-odt asPK?*areJ XQwtDgv3yVVKJZIQRCFPqu8gbC... 11/23/2016 Florida Building Code Online Page 5 of 5 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: W1 Credit Card Safe _ • •• • • • • ••• • ••• • ••• • • • so • • • • • • • • • • https://www.floridabuilding.org/pr/pr_app:dt;aspx?past;-vXEBgXQwtDgv3yVVKJZ1 QRCFPqu8gbC... 11/23/2016 X11 plastpro 37.50'MAX.OVERALL n ci FRAME WIDTH 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 %w>•• Smooth / Wood Grain / White Wood Grain ...� Rustic /Mahogany Series O Fiberglass Door Z a o g W maa� INSWING/OUTSWING 0 0 • G ••• • VMPACr` o se GENERAL NOTES* Soso.: • • o �zThis produvt• has been evaluated and is(r*•oo•r>lpNQnce with the 5th Edition(2014)Florida Buildtng Cade W w He � o (FBC)s444"wquirernents Woluding the 24gh.Velocity Hurricane Zone"(HVHZ). � X Gzg z Goose*Producancor•shall e ••iste•d and spaced as shown on details.Anchor embedment to base material & > shall be Mt 8rfd'wa(I dre,�sTn'�Gv stucco. o e e e•o m • • Se• eeeS When Lk"in I "HVHr thibeepraduct cornpliss Mtk Section 1626 of the Florida Building Code and does not ih require resistant cove4n9• GGiGGe I6 Goose co • Ga When usecl'in areas ouisiA of the"HVHZ'segi?Pingwind bome debris protection this product compiles with Section•1WAI?of the 2gN"(!pnd does Hot rec�rire an impact resistant covering.This product meets m missile level'D"and includevWmd Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. mU LL For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction, a 0 N Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed No engineer or registered architect. Outswing configurations meet water infiltration requirements for"HVHr. All other configurations do not o meet the water infiltration requirements for the"HVHr and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of o canopy or overhang to sill is less than 45 degrees. Z f7fC11T fR TABLE OF CONTENTS SHEEDt DESCRIPTION � . 1 Typical elevation,design pressures,&general notes 2 Door panel detai6 37.50" El z 3 Horizontal cross section INSWING X +75.0 -75.0 DATE:02116112 1i 4 Vertical cross sections 82.00" s N.T.S. ° 5 3-point lock details M.BY: JK m' 6 int lock detoils 75.0 -75.0 7 Buck and frame anchorin OUTSWING x " + CW.era LFS 3 8 Components 81.13 DRAWM NO: N 9 Bto of materials eet 2 for hardware design pressure unit FL-15210.1 a SFIEET OF J N B 0.4" EXTERIOR Q•• 0.4* •i 'd ��ryll l 111\t zp d m o UN .Z CAP(PVC) INTERIOR ^ i x z° HINGE STILE(LVL) LATCH STILE(LVL) TOP RAIL '+ E CAP(PVC) (COMP.) Rife 1 HORIZONTAL CROSS SECTION o '09 •"7C MAX OA • • • p'' • •WIDTH • • 6666• � � 6666•• • • • ,b.• � o 6666•• • •• ease*6 •• • 66 •• 6 •• 690 6 0 9009 ,•. dpzpO o 2 g a`j•••• ..ffi4RDWAREiS!t8ff a • •• • • i h ••• MANUEACTUklQ MODEL NIA7G DESIGN EX INTERIOR TERIOR >m m • •9 6• • •• 04 • • ICWIKSET KNOB: SIGNATURE SERIES...... DEADBOLT SIGNATURE SERIES(980) —75 FOAM CORE • 04 • (POLYURETHANE- T' v SCHLAGE KNOB: •F•SERIES(F51) +75 1.9 PCF MIN.) o • DEADBOLT: V SERIES(660/62) a a X � N SEE HARDWARE TABLE PAMEX LEVER: FL38 SERIES w o DEADBOLT: F07 SERIES t 75 ° :° 1 h Ex HOPPE MULTIPOINT LOCI: 3-POINTTONGUE ±50 o SEE HARDWARE TABLE FIBERGLASS SION e,•.' f (" (0.125 MIN.THK.) 4 i rW t F MULTI-POINT LOCK: TRILENNIUM'3000'SERIES t 75 _ See sheets 5 and 6 for muni-point lock details. Lo •° •• —� rn a 2 BOTTOM RAIL • Z (COMP.) _i ^Z o° Z 0, 16 12 Z 40 H°O ORaPANEL N.T.S. MO.ar: JK m VERTICAL CROSS SECTION CNK.ar: LFS 3 2 DRAWNG NO.: N FL-15210.1 0 sN�r 2 GF 9 k 1-1/4°MIN. 4 4 EMB.PP.) .��'t•• '/, n m 0000.. rrrrr •• �� 11.1111\\\,`,` ro O INTERIOR ° m =X 2 ® 40 7 ' 0:ALE 2 °Z .. 0000•. . • . e � 0000•• 0000•• • • • • � 2$ y •• • 0000•• ° 0 L p .:•..•E • .. .. . EXTERIOR 27 H • • • • • 4 D ••.� . p ... . 0000. ° . •. • . 2 1 0000 g 4 5 E ° 0 1-1/4°MIN. a� N • • • • EMB.(TYP.) o • ed. . � 0000 4 4 4 3 2 1 00,000•• C O HORIZONTAL CROSS SECTION p a a • .• • 000.0• • 3 Shown w/1 X sub-buck 8066,04 • ••••••0.15' 0.15' • • • – CSINK CSINK C /ry •. d •1"P•) (TYP-) 00 0 •• •• L INTERIOR 7 INTERIOR N 40 B o it ° - 40 -e a � 2 C 0 � Q ; m p 11 09/16112 EXTERIOR °° oA� z d < 9 EXTERIOR 27 °. SDS: N.T.S. 9 E DWO.BY: JK mm 1-1/4°MIN. HORIZONTAL CROSS SEC170N � HORIZONTAL CROSS SECTION ° MiK BY: LFs 3 EMB.(TYP.) 3 a. pd-Inswing 3 aOwng svhown-h-Ing DRAWNG NO.:p she � ppro a FL-15210.1 " 0 SHEET-L of 9 B _ A C �44 nntt% N t3 9cw 40 1 2 ' Tn'a`a� 7 G cZ v EXTERIOR INTERIOR a �2 z ' • • 7 •• 1 2 6U •.., . • . EXTERIOR INTERIORVERTICAL CROSS SECTION E�RIORR IRIOR • o i Shown w/1Xsub-buck ci w 2 p cn ' 1 VEIMCAI CROSS SEM• •• p�d4ec; also a•4• Outsw1mg sheft-Inswing • } o m o EL •..•• . .••••. g 40 ••••• •••• •••• • • �••••� •••••� 29 of o EXTERIOQ•• INfL�2fOR• E o. o_ • • ••• d ° .d _ EXTERIOR INTERIOR • U •••••• 40 • '.d. .° ° ° 0 30 31 32 33 34 VER77CAL CROSS SECTION40 z N z 4 Shown w/ADA threshold 8 3 D 37 38 < E a u p . ° E — ° p d w El DAA:02116112 SQVER71CAL CROSS SECTIONSCALE N.T.S. ' 4 Outswing confirguratbn VERTICAL CROSS SECTION �G•e+: JK m 4 Inswing configuration c•BY. LFS 3 DMWWG NO.: R FL-15210.1 " 0 sror 4 . 9 ``4.' S"- 0) Iq z0 to >� O s "Z _o =� fo 0 t Z . G w 9 `a Q `�`� a � 4 a= o od •• 0 MUCK $$ • s•a s • • 1XBUCK H • • • cc 2.t�° ^' d0••• • •• .0000 J 0.0• ••• 0 00000 ) • 0000 0000 •••• D_� d > • • • • HOPPEMULII-POINTLOCKSET 25 G • ®0006 •••• �J 3 Potnt'fo c M ***ALA— "a • 0 2X BUCK $8 �o • 0000•• • 91 �a a ••c•• p • 0000•• - 1X BUCK H s • • • 0000• 0000 • i IT {U{pp • t� 0000 .o ® 2X BUCK 1XBUCK n22 NV) d fu o 0 � o U T p o O T °° T@� n ° STR1103 JAMB m a m +11T"z v —02116112 z° ® SUM N.T.S. ° DWG.BY: JK m' �ZMUL11-POINTSTRIKE PLATE LATCH AND DEADBOLT STIUKE PLATE cNN.an LFS 3 Tongue system ORA NG NO.: MANUAL RAISED TONGUE GEAR SYSTEM FL-15210.1 0 sHm 5 OF 9 N la �c si cZ�W IRS 55 b $ ..Z 9 ° see o �a • of °••••• b a • so so. U • • am � a • ° • ° • • •••• •••° eI o • • • °••••• p r3 � a a •000000 • • :0-80.•• �} fa v `+ 0 57 N o N 60 8 z In 62 I d o o MUCK 58 1XBUCK H �Q J �O � m O O z v a>F:02116112 i Smz' N.T.S. ° D".BY: JK m W&F TrHenntum 3000 SERIES 3 pt.Lock STRIKE JAMB DETAIL CHK Ere.. LFS 3 orawuao NO.: FL-15210.1 N 0 sxEEr 6 of 9 N i i a -- 6• �`V.• qn CS (TYP 3 TYP.HEAD SEE HINGE 1 ttttt t\� z 90i D DETAIL(TYP.) L 2X BUCK ;a o N .. 8 JAMBS ►— G IX BUCK E i$z 0 35 MASONRY —' TYP.HEAD o oa OPENING MASONRY &JAMBS OPENING c i o ~•• �a •ees• •• fvy, • • • FRAME ••• •• s • • c� 2X BdC • • • •o • • sees•• ZO • 2X BUCK —T 0 H} w see** • •• •• .• • • • • • ti to g sees ••• • sees•• _ h U' • • p 00 sees �O sees sees Q aQ �,.• • • * U • sees sees o • O Y • • •••e•• ADA SILL o ONLY • a m •ei�s•• a ••sees • • • II] 14- es••• — sees e s N ANCHORINSMI(EJAM6 FRAME ANCHORING HINGEJAMB P, oz Masonry construction rn WMANCHORNOTFS: p cc f ete ancharbcations at the corners maybe ad[tnfed to maintain the min. distance to mortarldnts. H a ete anchor locations noted as MAX ON CENTER'must be odit&ed to 1 X BUCK 9 ain the min edge dhfance to mortar/o(nts addlnorol concrete anchors rez re qu6ed to ermne the MAX ON CENW dimension ora not exceeded. '1$ H 1 X BUCK 2X BUCK L `n E eta aror table #loll AN }ifJJk MIN MIN CIEryR�1NCE MIN ct1AaA 11 1X BUCK H 9 a F d Pl sly____ EH181 ttSMt►C ro r�AsoNRy r©AawcErr 2X BUCK 58 58 2X BUCK 2X BUCK L m wcaE.. ANCNOR: 11 11 0 �oN®_ V4 1.1/,C r 4 „ 1X BUCK M z 0 r e :o I/I f� ` ❑ 58 2X BUCK 11 DATE 02/16/12 z � •CON® 1/4 1.1/4 1• 4 27 :oN® 3/16• —T L�� H 1 X BUCK GwG er N JK m r ta/r HINGE DETAIL CHK BY.. LFS 3 roSCREW I wm 518-edLLAVON NOTES LATCH 3 DEAD80LiDERAIL Inswing DPAVANG No.: talo a mlnlmum 5/8•edge ungofdistance,I°end distance.d 1•o.c.spacing of HINGE DETAIL FL-15210.1 ro y screws to pevent me splitting of wood. Outswing o - SHEET 7 — 0 N ��t r 4.56" � 4.6" 4.56"2" ll I = jig. ........... OUISWING THRESHOLD f�2.44"T 213"- �i �rrt 1111 is OUISWING IHRESHOLD 8 x Z{ DLP(QOSR) re Columbia Mg h Dam(581) � POLY OBER JAMB � �E 21 o oaaw 4.68" 4.56" ^ Z gg 0 o; 4.7" ••• gY 236" 22" 00000• • • • � • Uo 0000•• z0 •4 OMWING THRESHOLD OLtISNgMG THRESHOLD Z WOOD JAMB ��J zo •• �p(c�osHj •••• •••••• 31 Columbia(575) �c'� � 0000• ••• • 0000•• o 0000• 0000 0000 • • • ••0•• •0000• • ?I 0000• • • • 0000•• 0 0000• 5'6 0 0000 • 5.63" a il • • ••• 0 2.088" Y • • �r 0.52" OUTSWING THRESHOLD V@ , OAU, (Z-Series) �e1 INSWING IHRESHOID WEATHERSTRIP Columbia Ca Force 5 �1 DOOR BOTTOM SWEEP o o � k' 5" 4S6" 5.62PE650 ® 4.56" o z 11 Z'Z v a�E 02 16 12 i ` s N.T.S. 36 INSWING IHMHOID INSWING THRESHOLD ADA IHRESHOID DWG.BY: JK m' ar,j%(z-sexes) 37 D�(��) 29 D� cN� BY RFs DRAWING NO, C FL-15210.1 N O SNEEr LT OF J N 0 BU OF MATERIALS ��`�'�• .•y IMM/ DESCpPifON ��1► A 1X BUCK SIG>=0.55 ] =Z B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE WOOD' V,,••••• ai ro D 1 XX 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL / •••..... E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE Z G IX X 3-3/4"PFHELCO OR R1N CONCRETE SCREW = i x z° H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW 1 1/4'X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m'a n= L #8 X 2-1/2"PFH WOOD SCREW STEEL LL M #8X 1-1/TPFH WO)DSCREW STEEL `oZ 1 POLY FIBER JAMB STEEL. ' b� 2 FINGER JOINTED PIN E COMP./VINYL d V'1 WOOD 7 W S IP • ••• • •• FOAM ) 8 DOOR BOI SWEEP • • • kIINGE STEEL Z o i l #9 X9 4'PFH WOODS EW • � STE 22 3 MAI'TONGUE"MULTI-POINT LOCKSET jMfq.BY HOPPE) STEEL 23 M STRIKE GUES STEEL 25 LA EADBOLT STRIKE PLATE fT(3R 3UE'SYSTEM) 27 LAIUM?RRE PLATE •••• •••• STEEL a m 18 M4L)BOLT STRIKE PLAVE4WRITY) •••• STEEL o m 29 A STEEL o OLD . •••••• ALUM K 311 OUTSWING THRESHOLD•••• • ALUM/WOOD } a a ALUM/WOOD t m 12 O TNG THRESHO . • • ALUM/WOOD 13 O THRESH ALUM/COMP ' • t4 OUTSWING THRESHOLD••• ALUM/WOOD _, a 16 INSWING THRESHOLD ALUM/COMP J N ;7 INSWING THRESHOLD ALUM/WOOD J 8 INSWING THRESHOLD In ALUM/COMP f o 0 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 1 D 5 #10 X 1-1/2"PFH SCREW STEEL } h � 7 BACKING PLATE STEEL 8 #8 X 2"PFH WS STEEL 0 MUL11-POINT STRIKE PLATE STEEL J E LOCK ASSEMBLY 3 STEEL a w rn¢ f = 0 J I O p Z ❑ DAM 0211611 i N.T,S. 9 j QriQ.er: JK IS cm e+^. LFS 3 ORAWINQ NO.: � FL-15210.1 N 0 i SNM 9 OF 9 H Q •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• R W R W Building Consultants, Inc. B Consulting and Enginecrinoervjcv,i'or the guildiVjndustry C P.O.4.XA§Va14o,tL:559:• P1WneSV.659.9jO Florida Boardefl:fass.•omd Engp :Cor 4w,ofAv&odz;fon.No.9813 7 , / April Product • • • • • • . . . Category Sub Category Manufacturer • • . ... .. Product Name Swinging Piastpro,Inc. Smooth!Wood Grain Mite Wood Grain Exterior Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA.90045 Series Q Fiberglass Door Piton 440.969.9773 Inswing(Outswing-"Impact' Scope. Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon.F.Schmidt,P.E.(System.ID#1998)for Plastpro Inc.,based on Rule Chapter No.61.G20-3,Method 1 D of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the comparty manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.. Umttations: 1- This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as'shown on details.Anchor embedment to base material shall be beyond wap dressing or stucco. 3.When used In the"HVHZ"this;product.compiles with section 1626 of the Florida Building Code and does not require an impact resistant coverinq. 4. When used In areas.outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not redulre an impact resistant covering.This product meets missile level."D"and includes Wind Zone 4 as defined in ASTM E 19W and Section 1609.1.2.2 of the FBC. 5 For 2x Stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FLA EQ.10.1 require further engineering analysis by a licensed engineer or registered architect 7 Outswing configurations meet water infiltration requirements for"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhanq to sill is less than 45 degrees. 8. See drawing FL-15210.1 for size and design pressure limitations. Supporting Documents, 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94,.202 94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. ETC-05-255-16776.0 ASTM D 63"0,63&03,1929-96&2843-99 ETC Laboratories Joseph.L.Doldan,P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM 184-05 ETC Laboratories Joseph L Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,63"3j 1929-96&2843,99 ETC Laboratories Ben Meunier 2. Drawing No. Prepared by Signed&Sealed by No.FL-15210.1 RW Building Consultants,Inc:(CA#9813) Lyndon F.Schmidt;P.E. 3. Calculations Prepared by Sinned&Sealed by Anchoring Ryy BuMho Consultants,Inc.(CA#9613) Lyndon F,Schmidt.P.E. 4. Quality Assurance Certificate of Participation Issued by National Accreditation and Management Institute,certifying that Plast to Inc.is manufacturing products within a quality 0", assurance �dT assurance program that compiles with ISOtIEC 17020 and Guide 53. KT a 4C,4019 � o STA ��a a a __ LR t,.may Lyndon F.Schmidt,P.E. • �� 68Sr yL3u FL PE No.43409 412412015 Sheet 1 of 1 Florida Building Code Online • � o a a t 0 _•. 0 a d SCIS-Home Log In User Registration Hot Topics a Submit Surcharg F lila Product,Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>AI �F FL# FL501 Application Type Revisi Code Version Application Status Appro *Appr by the Comments Archived Product Manufacturer PGT II Address/Phone/Em@il 1070 North (941) drua6 Authorized Signature Jens P jrosoH Technical Representative Jens P Address/Phone/Email 1070' Nokon (941) jrosoH Quality Assurance Representative Address/Phone/Emali Category Windo Subcategory Fixed Compliance Method Certifii Certification Agency Keystc Validated By Stever 9 Va Referenced Standard and Year(of Standard) Stand AAMA AAMA, AAMA, •• ••• • • AAMA,• • •• 60 so: :%S:M • • •• ••• •• ASM• • •• ASTM • ••• • • ••• • Equivalence o#ProductStandard.5l. • • • • • • • Certified By •• • + •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr app dti.aspx?param=vvC Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option A Date Submitted 05/24/2016 Dake Validated 05/25/2016 Date Pending FBC Approval Date Approved 05/25/2016 Summary of Products FL# Model,Number or Name Description 5012.1 PW-220 Aluminum Fixed Window Limits of Use I Certification Agency Certificate Approved for use.in HVHZ:No FL5012 R18 C CAC F-220 Certification.1)d Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/24/2017 Pmsigrk f remro,--WA �lls#a�a�son.1 str Other:Please seethe Installation Instructions for design FL5012 R18 II F-220.odf CWQs pressure,size and anchorage information. Verified By:A. Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE F-220 Evaluation.odf Created by Independent Third Party: No 5012.2 PW-420 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R18 C CAC F-420 Certification.Pd Approvaci$or.use,outsiclejHj)F,FJZ:Yes 1QllnliltY Assurance Coxa. €xplrail4A Date Impact Resistant:No 08/01/2017 Design Pressure:N/A Installation Instructions' Other:Please see the Installation Instructions for design FL5012 R18 II F-420.odf pressure,size and anchorage information. Verified By: A.Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE F-420 Evaluation.odf Created by Independent Third Party: No 5012.3 PW-440 Vinyl Fixed Casement Limits of Use Certification Agency Certificate. Approved for use in HVHZ:No FL5012 RIB C CAC Certification-CA440F.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/28/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 RIB II FCA-440.odf pressure,size and anchorage Information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE FCA-440 Evaluation.odf Created by Independent Third Party: No 5012.4 PW-520 WlnGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 RIB C CAC CertificationB-PW520.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/15/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R18 II F-520.pdf pressure,size and anchorage Information. Verified By: A.Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE F-520 Evaluation.g_df Created fly Iride{5eridet Cllttd Patty No 5012.5 PW-540 • • • • • i Wb�uard Vinyl Fixed Casement Limits of Use •• • • Certification Agency Certificate Approved for use in HVHZ:Np• ••• •• • • F6W12 RIB C CAC Certification-CA540F.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/28/2018 Design Pressure:N/A • ••• • • nstallatlon Instructions Other.Please see the Installation Imtructioss ilpr desmon t50J2•R18 II FCA-540.adf pressure,size and anchorage ipl'ormCdon• ••• • Verlfled48y:A. Lynn Miller,PE 58705 • •• • • • y I- ndent Third Party: No ••• • ••• • l ' ank FL5012 RIB AE FCA-540 Evaluation.odf Created by Independent Third Party: No • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%2bY... 12/5/2016 Florida Building Code Online Page 3 of 4 5012.6 PW-640 Aluminum Fixed Casement Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R18 C CAC CAPW-640 Certifications.pd ' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/25/2019 Design Pressure:N/A Irrs011aVOR Instructions Other:Please see the Installation Instructions for design FL5012 RIB II FCA-640.odf pressure,size and anchorage information. Verified By:A.Lynn Miller,PE 58705 Created by Independent.Third.Party:.,No Evaluation Reports FL5012 R18 AE FCA-640 Evaluation.odf Created by Independent Third Party: No 5012.7 PW-2720 PremierVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R18 C CAC CertificationB-PW2720.odf Approved for use out,.ide HVHZ:Yes Quality-Assurance Contract Expiration Date Impact Resistant:Yes 05/30/2018 Design Pressure:N/A Installation Instructions Other,Please see the Installation Instructions for design FL5012 P.18 1I PW-2720 B.odf pressure,size and anchorage Information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE PW-2720 Evaluation 2.odf Created by Independent Third Party: No 5012.8 PW-2820 PremierVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R18 C CAC CertificationB-PW2820.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Iiiioct-kesiktaiit:Yes 02/04/2018 Design Pressure.N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R18 II PW-2820.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 RIB AE F-2820 Evaluation.odf Created by Independent Third Party: No 5012.9 PW-3020 Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Apr�i'bo6i*fdf usd hi.t[VkZi Uo FL5012 R18 C CAC CertificationB-PW3020.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/11/2018 Design Pressure.N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R18 II F-3020.1)df pressure,size and anchorage Information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE F-3020 Evaluation.udf Created by Independent Third Party:No 5012.10 PW-542U Xr—gyV.ue Wyi,Fixe0 VVinSfow Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 RIB C CAC CARS.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/29/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R18 II F-5420.odf pressure,size and anchorage Information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R18 AE F-5420 Evaluation.odf Created by Independent Third Party: No 5012.11 PVJ-544(•• ••• • &nergyVue Vinyl Fixed Casement Window Limits of Use • •• • • • • ••• Certification Agency Certificate Approved for use in HVIiZ,No • • • • • • • IFL5012 RIB C CAC PW-5440 Certification.pdf A V Approved for use outsiH•LI les •• • • • • Quality Assurance Contract Expiration Date Impact Resistant:No 07/29/2018 Design Pressure:N/A Installation Instructions Other:Please see the Instglla lSit Instructions fsr deslgR•• FL501 Ri II FCA-544 . df pressure,size and anchoragB indi-matiop. • ; ; er ed By:A.Lynn Miller,P.E.58705 • • • •• • • • • Greeted by Independent Third Party:No • •• • • • •• ••• • ••• • Pn0or ft its FL5012, 21 AE �"CA-5440 Evaluation.pdf Created by Independent Third Party: No 5012.12 PW-6520 • • • • • WinGuard Vinyl Fixed Window • :.0.: • • • :00.: ••• • • • ••• • • httDs:Hfloridabuilding.org/Dr/Dr am) dtl.asDx?Daram=wGEVXOwtDatUOE2x88XL%2bY... 12/5/2016 Florida Building Code Online Page 4 of 4 ' Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R18 C CAC PW-5520 Certification.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/12/2018 • Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R18 II F-5520.1)df pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 RIB AE F-5520 Evaivation.odf Created by Independent Third Party: No 5012.13 PW-5540 WinGuard Vinyl Fixed Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R18 C CAC PW-5540 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/12/2018 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R18 II FCA-5540.Ddf pressure,size and anchorage Information. Verified By:A.Lynn Miller,P.E. 58705 Creked by Independent Thud'Party: No Evaluation Reports FL5012 R18 AE FCA-5540 Evaluation.Ddf Created by Independent Third Party: No Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: ULM No `Cred t Card -- safe .. ... . . . . . .. . .. . . . . %: . .. ... .. . . . .. . ... . . ... . . . . .. . . . . . . . .. . . . .. . . ... . ... . . . .. . . . . . . . . . . . . .. : 0 . . .. . .. ... . ... V . https:Hfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtUOE2x88XL%2bY... 12/5/2016 GENERAL NOTES:§gRIES 5520 r IMPACT RESISTANT,VINYL FIXED WINDOW �r,`�r11�✓�^ 1)THIS?RODUC7 HAS BEEN DESIGk,eD&TESTED TO COMPLY WITH THE REQUIREMENTQOF THE FLORIDA BUILDING CODE. 2)ALL WOOD BUCKS LESS THAN 1-11r THICK,ARE TO BE 't CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE I OPTIONAL IF UNIT IS INSTALLED DWCTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARS 1-V2•THICK OR GREATER.1X AND 2X BUCKS M149W-USED)SHALL BE MAX.BUCK WIDTH SXE TABLE 1 MAX.BUCK,WIDTH SEE TABLE 1 DESIGNED TO PROPERLY TRANSFER LOADS TO THE 2,MAX STRUCTURE.WOOD BUCK DESIGRAND INSTALLATION IS B,SIZE' - 15'MAX.O.C. 8•MAX. D.SEE ..4"MAX.O.C. T THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR SHEET 3 - SHEET4 47 ARCHITECT OF RECORD,(AOR). 3)ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE T BEYOND WALL DRESSING OR STUO(<O.USE ANCHORS OF T SUFFICIENT EMBEDMENT.INSTALLATION ANCHORS j *VOULtt BE SEALED.OVERALL SEALINGIFLASHING OBBTTiATEGY FOR WATER RESISTANCE OF INSTALLATION C.SEE • • GSHALOK4DONE BY OTHERS 0,ND IS! EYOND THE SCOPE A.Ste: ••••: OF THESE.fNSTRUCIR SNS. SHEET 3' / &HEET4 / •••••• 4�1 SHIMS REQUI AT EACH ANCHOR / A C • LOGiT1�3WHERE TE F�RODLT 1&.NOT FLUSH TO THE • SUW-IIRATE USE SOLE OR TRANSFERRING • APPLIED LOADS,WOOD BUCKS,BY0114ERS,,MUSTBE •••••• OSUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON �, ;� / M'�•BUM / �M1AX.BUCK •fHE%A Sj?HE WINDd%V. • - I H TABLE 1 j • I HEIGHT,SE. ••••• ••• ••••e• 15-x. TABLE •••.•• 5 CHORRAGE SHOVVN HAVE BEEN p,L', - 7- �O$[Ci AEOU RES DE#I I_ WFMULO�RS CHE 33- 11. 4.MAX f • • TOilk�iEQU1REDQEQIQP6F�lESSU}2ETHE331/3% O.C. .-.1 •••••• STRESS INCREASE HAS NOT BEEN USED IN TME DESIGN OF • • THIS PRODUCT.THL9I494ORS SURATtON FACTOR WAS USED i DP.EQUAL-LEG/BOX&FLANGE TYP.INTEGRAL FIN&J-CHANNEL FRORIDA BUYDIgiG CODE FDR CORROSION FRAME(SHAPES SIMILAR) FRAME(S►riAPES SIMILAR) •••••• R[9iB11'AN�ICE. • • I t SK4?ES MAY BE USED BY INSCRIBING TATE SHAPE IN A BLOCK AND OBTAINING DESjON PRESSURES FOR THAT BLOCK 612E FROM THE TABLE ON THIS SHEET, I TABLE 1: Window Buck Size DeOgn Preswre Certification Width Height :j' (CAR)Numbet. i 54 '0 65.0 190 281,1 84 54 7 - 70.0 190-284,1019. 84 72 ---76-0 70.0 190-2-19,1012 `,`��( =`.':'°. ;,';;?'• O6 63 70:4 .70.0 190.283,1020 Vic.•�Cr 75 48 50:0 50.0 180 280,1013 VINYL FIXED WINi90W FPA(IMP:RESIST.} nuo 12/13114 96 72 5V0 50.0 190-282,1014,:l a GENERAL NOTEe&ELEVATIONS � J RQ$OWSKI m _ _ o •. 1 p CERT.OF AM. a z8 '•Q�,,,•..,�t:iP�Q�\�s�,�. i 1070 TECHNOLOGYDRIVE `•�', tghdl�l. , N.VENICE,FL 34275. ffi _ 3 d A.LYNN MIL10% 0%P.E. (941}480-1600 PW-5520 NTSIII 1.pF4 oz FPA-552Q,0 PN IU:BR " T TABLE 2•ANCHORS INSTALLED THROUGH FRAME TABLE 3.,ANCHORS INSTALLED THROUGH IN 71=dRAL FIN I Astchor SNbsfrate Min.Edge Min. Anchor Substrate Min.Edge, Min. I Distance Embedment Distance Embedment P.T.mp SMS Soum pine( /18" 1 2-1 x.131• mman Nest (sled,18-8 S.S. lied,A3 3/8" 0.050' Max. of 50.0 P.T.9®athem Plpe(SG=.55) 9/16" 2-7/16' a 410 S.S.) Sorel S ',A853 .33 3Jg 0.0348° Ga.) 2-1/2'x`.131'WP hank Nati P.T.Sbethem Pirye(SG=.55) 9/16' Max.DP of 50.8 Ali m, TS 3/If' 11.0713"(14 Ga. 2-1/2°x.145 Rooting Nail P.T.S&Rhem Pirie(SG=.65) 9/16' ---271116- Pine G-0. P.T.Sou tl it 65) 9/18° 13/8" #12 SMS ( P.T.Sotittmm Pipe(SG=.55) 3/4" 1218' #10 SMS v$Apl A�3 3/8" 0.050° (steel,18 8 S.S. Steel Stit•,A653 Gr.33 3/8' .0346' 20 Ga.) (,steel,1". S.S. AIdallinum.6063 T5 3/8" 6.050" a 410 S.S.) or 410 S.S.) Stekl Stud,Gr.33 3/6" 0.0346`(20 Ga) r Akd�IrWm,808 T5 3/8" I: .0713° 14 Ga. Steel,A36 318° 0.050" 3/16 Ulttacon P.T.Sou Pine(SG-0.55) 7/16' 1 (steed) ConcreWmIn.286 ksi) 1" 13� Max.DP of 50.0 Ungrouted .U, S1M Com) 21/2" 1-1w ANCHOR E P.T. • 114"Ultracon Carne ei{min.2.66 kd) 1" 13/4" 1)-UNGROU),E,D CMU'VALUES MAY 1J2.1JpM.GLAS8 BE USED FOR GROUTED CMU EXTERIOR Brm.jyp. :0400 • i •iice) Ungroutetl - 1-1/4" APPLICATION6, fir' •• min.2 86 kei 2-V2" 114" GE.7700 OR DOW 791 SILICONE • • • 4P.T.S Pins G=0. 1" 1 2)PANHEAp;=FLATHEAD OR •• - HEXHEAD AM ACCEPTABLE. ••s••• •��q � In.3.36kd) 1' 1314" •• .(410 S.S.) UII tlht. ,(/( TM C.90) 21/2" 1-1/4" 3)ANCHOR 4�ENGTH 1b BE SO THAT • in. ksi 2-1/2" 14W` A MIN.OF 3"[HREADS.EXTEND •••••• 06'f BEYOND Tk1tf{vIETAL SUBSTRATE - I Gats fi.3. ksp 1-V2° 1 ••••c •s 1B B S.S. A Zotlftm Pine G=0.SM t" 1.31 0 • • ( ) led u s C,90 r 1-1ra" ••••.• TYP.GLAZING DETAIL • I •••••• • •••••• • •••••• 718"NOM. 7B•NOM. `• • • : •••. �+- 1'NOM. —�{ CANNEALEJ) 1'N OM. --►-{ •••••%l18"A/A PVB 5/16° PVB 7(16°AIA PVB f 7116"AIR SPACE 3/8"Alla SPACE 318°AIRSPACE 1/8'ANNEALED OR 3/16"ANNEALED OR 3/16'.ANNEALED OR TEMPERED GLASS TEMPERM GLASS TEMPERED GLASS 1 M � j EDGE DISTANCE SHOWN INSTA411- SHOWN B 7 EM6tOMENT DIRECTLY TO INSTALLED \ SUBSTRATE THROUGHIXEMBEDMENT BUCKSTRIP EMBEDMENT DC>E EDGE FLgJJGE DISTANCE - DISTANCE SHOWN SHOWN -1.. C INSTALLED / 9 UCKSUGIH THRO BRIP 1'TNI'CK LG. I / i I 11 IL InJ / j a00 © �111ICK ❑ T FLANGE EXTERIOR FRAME �((`��,, EQUAL- SHOWN V LEG/BOX ' /'-VT THICK I.G. BUCK.VADTH FRAME / - - SHOWN •• HORIZONTAL SECTION A-A • Bu • cK j.. L� 0• HEIGHT 000000 • •• lir • 0.000 •0. 0 ; • • . • g �NgwN • • DIRECTLY TO L1 INSTALLATION NOTES: •••••• 0000 ••• • METAL 1 SUBSTRATE )SEE SHMT 1 FOR SPACING REQUIREMENT$. • • • • 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAG6,AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 1/4'. . •••••• • • 4)GLASOHOWN IS FOR ILLUSTRATIVE PURR48SES ONLY AND MAY DIFFER TO MEET DESIGN •0 • ••• 0 1'THICKI.G. ❑� REQUIP"tNTS. 0 • 6)FIN ARI6/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. •00.0• ••••I • • WWGE FRAMEUM&RIOR 1 7f EAl SHOWN I ..EQUAL- SHOWN LEG/BOX INSTALLED FRAME' OIREC7LY TO SHOWN _ SUBSTRATE VINYL FIXED W04DOW FPA(IMP:RESIST.) 12/13114 / EMBEDMENT _ ? c FLANGE&EQUALS LEGBAX FRAMES a 8' J RDSOWSKI G to K, _ ST EDGE DISTANCE CERT.OFAUTH. a �'� `�`;.,r{OR1O�`.•'',j.' I VERTICAL SECTION 8-8 1070 TECHNOLOGY-DRIVE e p :•`,'�:s,p,;A1. ' N.VENICE,FL 34276 (941 H80-1600 PW-5520 N NTS H 3 QF 4 o z FPA 5520.A 4 A.LYPNNN# P.E. SHOWN INSTALLED THROUGH EMBEDMENT SHOWN SHOWN EDGE DISTANCE 1•+�- TME INTEGRAL FINN I-" EMBEDMENT I� INSTALLED INSTALLS ED U THROUGH THROLI H THE FRAME THE I J-CHANNEL EDGE DISTATICE INTEGRAI„FIN FRAME TQ --� SHOWN DISTANCE 1 o 1'THICK).G. EMBEDMENT � V .1-CHANNEL _�L INTEGRALFIN FRAME O 718'THICK I.G. 0 FRAME } SHOWN EXTERIOR SHOWN :.71V THICK I.G. -BUCK WIDTH • HORIZONTAL SECTION C-C • . r •0006• •' �• • • - • INSTALLATION NOTES: 6 • BUCK • • ' • HEIGHT ^ •6 6 6 6• • 6• 6 ' 6 1)SEE SHEET 1 FOR SPACING • 6 i l� MQUIREMENTS. •6 6•• ••• • •• • 2)SEE TASLE(S)ON SHEET 2 FOR 6 • im, ANCHORAGE AND SUBSTRATE 0000 0000 •0 • I • R13pU1REMENTS. • • *see • S)MAX.SHIM THICKNESS TO BE 114'. . 6•0 6•• • � 41 GLASS SHOWN IS FOR ILLUSTRATIVE �Q Q PURPOSES ONLY AND MAY DIFFER Td MEET 6 • • 1 6 `• RgSIGN REQUIREMENTS. •••••• ••••• • 1'THICK I.G. ( �a ON AND10R FLANGE MAY BE REMOVED TO � CREATE OTHER FRAME TYPES. • • • INTEGRAL I I INTEGRAL ' • I � •00006 6006 6 6 FRAME DU o FIN ••••• O SHOWNEX7E%OR SHOWN DEXTERIOR t INSTALLATION THROUGH I INSTALLATION THROUGH THE InvTER[Ot R SHOWN THE FRAME,INTO METAL INTEGRAL FW,INTO METAL II INSTALLED THROUGH THE FRAME �•,t `�'�. � INTEGRAL _ •,i .. �. FtI A.N VINYL FIXED WI(�bOW FAA(IMP.-RESIST.) 12/13114 SHOWN G EMSEDMEM - g J-CHANNEL&IN`l',LGRAL FIN FRAMES 9m J ROSOWSi l - o � EDGE DISTANCEI+--• CERT.OFAUTH.tR96z z ?` •..FLG�::�:•''• 1070 TECHNOLOGI�'DRIVE <VERTICAL SECTION SECTION b-D N.VENICE,FL 34275 "" ` (941}480-1600 PW-5520 , NTS 4 OF 4 z° FPA-5520FIA I a LYNNP.E�M P•E• 1 Docunentnua: Doc No: FRM 81-43 Rev No; 4.. .PBW 1. ot: 1 KSYSTi7NP �»Pa�ct Performance �e.n,.,. rie�.•, Certification Authorization Report Repaired By: PRO 131-03 CAR & Product ID Number: 190 - 279 Issue.-Date: :1)/2/2014 Revision Date: 11/7/2014 Expiration date: 8/12/2018 Company Code: 190 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI)after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, inefudhV installation, condition of the wall/toof. substrate a'hii the ages of tele prdduct 4nd lhsfA'16 components. This report indicates the product is eligible for the application of Keystone Certification.Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information In this report can be verified at www.keystDnecerts.com. Licensee information: Product information: PGT Industries Model: 5520/5540 PVC Imp Fixed 1070 Technology Dr. PO Box 1529 Operator Type: FW Nokomis FL 34274 Config: No, GS-7/16° HS Lami IG Mix Width: 84 Max Height: 72 'Corresponding Structural CARs: 190-1012.0 E Referenced Standard: Product Rating: { ASTM E1886-05/E1996-12 Missile Level D, Wind Zone 4,DP=+/-70, 8472 Quat in,g Test information: Test Report No: FTL-7893 .. ... . . . . . .. Test Report Expiration: 8/12/2018 Authorized Signature:g Keystone Certifications, Inc. �t� Dlgltally signed by Steven M ric: • . • -5.0.0 v4 or*.Road,Sufte.5 0 ;J7. DN:cn=Steven M.Urkh,o,-i<e� (rr4 • • • • • Z ;� Certifications,inc,out EtthrsI:tennsyivania 17319 emailmsurrth@ke)stanecerrs toPn,c«415 A 717 2, Date:2014.11.1011:13:46-0fdt)' Fax: 717-932-8501 ••• • p0 e • ••• • • WWW.KffYSTUNECEVT;aM • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0•• • • - Docunent TRW Doc No: FRM B1-02 < � Structutai Performance Rev No: 7 Pegs: t 0" 1. KEYS"t0 Certification G.CJt7'N"1CA790N•f./NC. Authorization Report Required By: PRO B1-03 CAR & Product iD Number. 190 - 1012.0 Issue.Date: 90/2/2014 Revision Date: 11/7!2014 Expiration Date: 8/12/2018 Company Code: 190 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard.Actual fenestration product performance may vary based on many fA,pjQ[s, i.WvOttt9, "tatalion codlVoa.of,0a wal{/r_oa( substrate and this age of tbe, product and install0pri components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels, Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystoriecerts.com. Licensee Information: Product Information: PGT Industries Model: 5520/5540 PVC Imp Fixed 1070 Technology Dr. PO Box 1529 Operator Type: FW Nokomis FL 34274 Config: No, GS-7/16"HS Lami IG Max Width: 84 Max Height: 72 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/I.S.2/A440-11 Class CW-PG70 1226x1829(84x72)-Type FW Qualifying Test Information: Test Report No: FTL-7893 teitkepor'Expiration: 6A2,12018 l Authorized Signature: •• ••• • • • • • •s Digitally signed by Stevt M.Uridi '•; ; fC��s#one Certifications, Inc. DN:cn=Steven M.ttridL •• •; ; ; ; ; i'96,(Old York Road, Suite 5 44-- 4400 o=Keystone Certi$catiorts!Mc.'4tl, •• Etters, Pennsylvania 17319 Cisi=sur`iGfi@}ceystoriecerts.com, Phone: 717.932$500 c�iJS" i pA.' ; • : : : #: 71r7T93 �.� 2R ,Q� i. se ••• • ••• • • • j 3 3 WWW.K*S7rQNECE:1Tj.t:�M i i • i e -� 1070 Technology Dr. N.Venice,FL 34275 Tel.941-480-1600 pgtindustries.com Product Evaluation Report Date: June 9,2015 Product Description: Picture Window,Series 5520 ;Fiorillo Prodt±ttApproval,#: 5012 Manufactureft PGT lKidustries 1070 Technology Dr. North Venice,FL 34275 (941)486-0100 Statement of Compliance: The product listed in this evaluation report,meets the requirements of the Florida Product Approval Rule,61G20-3.This product complies with the reirelrnets of alae 5.1h on ofithejjor..ia ,uding:Code,.2 . Technical Documentation: Elevation,anchorage/installation drawings and Test Reports: Drawing#: FPA-5520.0 Test Report(s): FTL-7893 FTL-7894 FTL-7896 FTL-7910 FTL-7892 FTL-7893 FTL-8166 Installation: Units to be Installed as per the attached installation drawings. Limits of Use: 1.Maximum Design Pressures and sizes to be as listed in the test report, unless attached documentation shows lower DP's or smaller sizes. 2.This product is Impact Resistant and does not require shutters in windborne debris regions. 3.This product is not for use inthe High Velocity Hurricane Zone(HVHZ): Certification of independence: A.Lynn Miller,P.E.is employed by PGT Industries,and therefore has a financial interest in the company or any company manufacturing or d distributing products for which this report Is being issued,but does not,nor will aquire a financial interest in any other entity involved In the approval process:of itis product. .4 1�m A. A4i4i ,P,f• ••• • • • • ••• • • P.E.#58705 FL Cert.of Auth.#29296 ••• + • •• M IAM I•DADE MIAMI-DADS COUNTY o 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 EPTANCE OA i"mmiamidade.eov/economy (;9; e 75 SCO 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 inclu eries 115500"PVC Single Hung Wind LACTIE — APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets,l 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 Contr SSILE IMPACT RATING:Large and Small Missile Impact Resistant L ac er's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.05Atl W*i4spfJhjs 1a* I Md evidence pages E-1 and E-2,as well as approval document mentioned above.% .: : : : :.: '. The submitted documentation was revai awedb j Ajel*Pe*re2,P.1. r 0:0 NOA No.16-0714.03 M1AM!DADS COUNTY Expiration Date: July 30,2020 � pproval Date: August 18,2016 Page I I 7f . . . . ... . . . . . . ... . . . . . . . . . . . . . • .. .. . . . .. .. ... . . . ... . • • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 1 5-0519.05) 2. 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. 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,Duraseall 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 NDA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition(2014),dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Millej,*P.9 0: '.: :•: : : :•• '� (Submitted under pre Pip us IVQ t lYp:1 J'VI-Q.Q5) Manuel P ez,P E. Product Control F,.xamjher • ••• ••• NOA No.1 4.03 •• ••• Expiration Date: July 30,2020 •• •• ••• ••• Approval Date: August 18,2016 E-1 0:0 . . . . 0:0 . . . . . . . . . . . . ... . . . ... . . 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. S t letter of conformance,complying with FBC-2010NeMrfttt� C-5th Edi (2014),da May 15,2015,issued by manufacturer,signed and Ter,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 NOA 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 Window-L.M.I."approved on 07/30/15 and expiring on 07/30/20. •.. ..: : :. .. . . .0 „r .. . . .. . ... . .0 6 0 90-0 dm�u� Manuel Per , Product Control E am er • ••• • ••• • NOANo.16- 4.13 . . . . • ••• ; Expiration Date: July 30,2020 fee ;• .0: •.• :• 0.0 Approval Date: August 18,2016 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. 000 . .. .. ANCHORAGE EXAMPLEFOR 28.1/8'MAX O.C. ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING B4'MAX BUCK WIDTH1-6/8° FOR ARCH-TOP RADIUS-TOP 1Y MAX FROM MAX O.C. HEADER(SIM.FORALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE R A=I.L FRAME SEAM _4 30' 1Y MAX. f/ WINDOW Types) LEVEL,SEE SHEETS a7 IMPACT RESISTANT WINDOW TYPES) S�3 MAX O.C. �C / MAX FROM 52-118'MAX SEE SHWIDTH EETS 1.1/4' A.SEEB.SEE 30°MAX O.C. --1Y MAX. S'�T 3i� FUCED VISIBLE 12 / FRAME SEAM SHEET 4 -1 � B&9 I 1 SHEETS UGHTWIDTH .J-_ 1 A,SEE 1Y SHB..SEE ET3 -30°MAX.O.C.-► 12•MAX SH,SEE f SHEET 3'� -MAXMA FIXED EQUALLY - - VISIBLE A,SEE r— EQUALLY / 17-7/8°MNG O.C. � SPACED: / LIGHT 17.7/8°MAX O.C. SHEET3T / SPACED _I— TABLES 9-11 /HEIGHT EQUALLY / 17.7�L/8°MAX O.C. ANCHORS PER 81.78' SPACED TABLES 8-11 MAX ANCHORS PER O 84° BUCK TABLES 9-11 62' O BUCK O B4• O MAX HEIGHT -i-- MEI(#fif • BUCK A8 SHOWN to•MAX oc. eud�c 10'MAX.O.C. 10'MAX .c. X 4 � HEIGHT X 4 X j HEIGHT x l 4 (MAX) ,3314•MAX Q.C. 13,VC MAX O.C. EQUALLY SASH 13-NO MAX O.C. EQUALLY EQUALLY _ _ SPAt2:D SPACED VISIBLE SPACED SEE A {pRg • ANCHORS PER LIGHT ANCHORS PER TABLES 9-1 / A� TABLES 9-11 / HEIGHT A 1 TABLES 941 +/ T ��" SHEETS • •• _ 1 • ••i• &1?MAX 612°MAX. ail'MAX • •• .ANCHORS AT SILL NOANCHORS ATSOl NOAH O TS81 t e ter-- B D�•.�-•— 1-1l4• • *000 -•-*-MAX • • I SEE SILL WEEP- SASH VISIBLE SEE SILL WEEP- _-. SEE SILL WEER SEE S81 WEEP- 54'MAX.Bl[<'dt 1�IDTH• NOTCH DETAILS. NOTCH DETAILS, 54°MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, :00 • •••••• SHEET3 LIGHT IAflOTH SHEETS SHEETS SHEET 4 • •••• ELEVJITIO@!FOR TVP.EVALdEG FRAME ELEVATION FOR TVP.FLANGE FRAME ELEVATION FOR TYP,FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOW UAL-L GURATION SHOWN WITH ORFOR TYP. FL CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION •••• WFJ FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN • • 75°HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOWES:SERIES 5500 IMPAOIT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES »„ ,»1 • 01";PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH4 ELEVATIONS„»........„................1 • 2 SH9TTER3 ARE NW REQUIRED WkfiPM1YMNYWIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS WSTA IAMONS ABOVE W IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. FRAME.GLASS&ANCHOR OPTI ONS..---.._».............2 • 1FOR�To Y APPLICATIONS W MIAMI�fADE COUNTY.USE ONLY MIAMI-0ADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM CW INSTALLATION.FLANGE& �6EQUAL LEGISOX......_...-_3 ALL CINSTALLATION,INTEGRAL FIN DEPICX GN &J-CHANNEL»................».4 T1NyE RESPON3 11, OF E ENDER(EOR)OR ARCHITECT RECORD.(AORy GLAZING DETAILS..............»........5 6)ANCHOR EMBrjDM1EN I�QBASE MA7 ,8 BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFlGENT I.ENOTH TO ACHIEVE REQUIRED MIN.EMBEDMENIT.INSTALLATION ANCHORS DESIGN PRESSURES...._........._»8.7 SHOULD BE SEALQa Q1�cRAIJ.SEAUNGJFlASHINO STRATEGY FOR WATER RESISTANCE OF INSTAIAATK)N SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES............„.»8.10 6)IW MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS 7)DESIGN PRESSURES: EXTRUSION PROFILES.».....»_...11 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. ASSEMBLY&PARTS LIST-_»-.12-1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE•STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E13DD. STANDARDS USED: 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 331/3%STRM INCREASE HAS '2014 FLORIDA BUILDING CODE(FBC�5TH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT ASTM E1300-08 WITH OTHER DISSIMILAR MATERIALS SHAD.MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSIAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MW.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. *ALUMINUM DESIGN MANUAL,ADM-2010 as cea*b+S with 5hs F 10)REFERENCES:TEST REPORTS FTL-7W&7958;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AJ31310047/s2-2010 BWldiog Coda LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS& UMINUM DESIGN MANUAL ASF Na'r-O 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �.,L ;•l Rovdeed BX: cafe: Revbtoe: 6c� 'DN0 4U �' JR 05/05/16 A)ADDEDSPACERS Br TO SHEET 11. USER INSTRUCTIONS: `:, `,:•'.':;.j;;: MI sdaPcodu4'Cmtro➢ •,•'.•` Revised W. Valet Rmlid.. 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORORDINGTO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 11 WINDOW CONFMM71ON AND SIZE,DETERMINE YOUR WINDOWS DESIGN r 2-T ceear/p8ora OvavA or. PRESSURE FROM TABLES 4.&IT MUST EQUAL OREXCEED THE DESIGN PRESSURE REQUIREMENTFOR THE WINDOW / GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP t. i✓ b I r.: 4)DETERMINE THE ANCHOR QUANTfTY FROM TAI3LE3 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR "�• .,•:� 6.'- .! ,e, YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. %' ;r, '• ;;i.'•r•- 1070 TECHNOLOGY DRIVE 7WX 5)INSTALL AS PER SHEET 3FOR THRU•FRAMEINSTALLATION ORSKEET 4FOR INTEGRA.LFIN INSTALATION. '.�`; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 � l'...;•r,t: (941)-480-1800 S--/M—. Smote: SIS NOTEDESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J•CHAIHNEL,FLANGE, �' `• ° N0' ' INTEGRAL FM OR EQUALLEGIBOX} �� '�'E' CERT. OF AM.$29298 SH-5500 NTS 1 OF 13 MD-SH5500-01 A P.EJi li87Cdi TABLE 1:ALLOWABLE GLASS TYPES FromGlass Frame Frame Glass Description(Usted from Exterior to Interior) Design Pressors Types Options contigs Shapes Installation Options that that may be used Type Table 9 Slteet6 (-a Fla S) (see Table 1) (see Fig A) (see Fig C) Leminted LG-VS A Exterior Cep+7118'Air Space*fiflir Laminated;(2)Lbs of 1/8'A Glass with.0V PVB trdedeyer 4,5 6 8 7/8°Laminated LQ:1/8°T Exterior cep+7/18°Air Space+6/18'Laminated:(2)the of VB'A Giese wxh.090`PVB Intedayer 4 6 6 ....Imo 2X Wood FremafBuckstrip-sheet 3.option 1 Equal•Ute, Square/Rect. Through the 6eme....into ConcreWCMU-sheat 3,option 2 7 7!8'Laminated I.G.:3116'A Exterior Cap+318 Air Space+6f78"Lemhretad;(2)Lites of 1/8A Glass with A80'PVS interloper 46 6 Flank 5-16 OdelfPW&w "h-Top& 8 7/8'Lemlrreted I.O.:3116'T Exterior Cap+3!8'Air Space+5/18"Leminated;R)Lines of V8'A Glass wHh.080'PVB IMedeyer 4,6 6 &Cottage Redius Top of the wdMow...... . through 1X Buoksttip Into OmwreWCMU-sh�f 3,option 3 8 7/6'Lemineted LG.:118'A Exterior Cep+7/18 Air Space+6r18'Lemkotted;(2)Utes of 1B"H Glass with.090"SO Intedayw 7 7 ...Into Metal-sheet 3,option 4 10 7/8'Leminaled 1.0.:1/8'T Exterior Cap+7118'Air Space+6118 Lendnatet(2)Was of i18 H Glass with.090"SO tdedayer 7 7 .IoW 2X Wood FramelBuckstrip-sheet 3,option 1 Banc f Equal-Lite, Arch-Top &Rect.' 11 7/8'Laminated 1.0.:3/18 A Exterior Cap+318'Air Space+6d18 Laminated;R Utes of 1B'H Glass with.�'30 Interlayer 7 7 Through the 5ama....IoW ConcratelClNU-sheet 3,option 2 Egr(44) 5-16 Oriel o tew Redux-p& of the whdow• ...though WBuckship Into Ccacrete/CMU-sheet 3,cp8wc 3 12 7/8°lamltreted I.G.:3116'T Extsdw Cep+318 Air Space+5118°LamWated;(2)LXea of 1/8'H Glass with.090'SG IMedayer 7 7 (84) 8 Cotiega f7amue Top •"" ' 13 7/8 Lamin LO.:110'A Exterior Cap+3118 Air Space+7116'Laminated;(2)Lites of 3118 A Glass with.098'SO IMedayer B 7 ....into Metal-sheet 3,option 4 14 7fB'Laminated LG.:1/8 T Extedw Cap+6118'Air Space+7118'Laminated;(2)Lase ot3118'A Glass with.006°80 kdsdayer B 7 Through the into 2X Wood Freme/Buckstdp-shad 4,option 6 16 71W Laminated LG.:3118 A Exterior Cap+V4'Air Spam+7/18'Laminated;(2)Utes of 31`16"A Glass with.�SG Interlayer 7 7 J.Chanrw Equs mSquarsoect, �tin Into Metal-shit 4,option 7 5-8 OrieUPrwieAw w Arch-Top& 18 7W Laminated LG.:3118'T Exterior Cap+1/4"Air Space+7118'Lemfneted:(2)Lites of 3118 A Glass wkh.09V SO I tafter 7 7 (81) &Cottage Re tlua Top Through the Inane '•"Into 2X Wood Frame/Buckstdp-sheet 4,opthn 6 of the window...... ....Into Metal-sheet 4,option 8 00 TABLE 2:ALLOWASLE ANCHORS THROUGH THE FRANC ' GLASS TYPES S.7,8,11,13 Through the Into 2X Wood Frame/Buckstrip-shed 4,option 5 • • 6419 • •• Min.Edge Min. &16 MAY NOT BE USED IN I teMal Fin Equal-Lits. SquarefRecL, • up Anchor • • $ubstrats THE HVHZ ABOVE 38. 5-8 Odel/pm*w Arch-Top& ��tin... InW Metal-stoat 4,option 7 • • • Dlndance Embedment • ) &Cottage Radius Top Through the darrre ••••Into 2X Wood Frame/Buckslrip-sheat 4,option 8 • so** P.T.Southern P8re -0. 1 ofthe w6rdow...... ,,,,Into Metal-sheet 4,option a 0410 SMS • • A36' 3/8" 0.050° (ateet►18-8 S.3. • 'MIN.(18 138.) BEYOND 3 THREADS or 410 ��'A853 6r.33• 316° 0,0451' THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES • • •A • •• ••A inion,6063.-M- 318° 0.050" SUBSTRATE.FOR A•=ANNEALED •P.T.Southern Pore(SG-0.55) 7/16° 1318° STEEL STUDS, H'=HEAT STRENGTHENED • • ••• • MIN.Fu-45 KSI& 'r-TEMPERED _ • 311"stew boon (mirt 285 ksl) 1° 1318° MIN.Fy�3 KSL �/ 2 4 •BAY KURARAY AMERICA,INC. (fi1ItUed 5W,(ASTM C-90) 2-1/2" 1-1/4° 'UNGRO • •kr1�5•MS v Pine(30=0.55) 8116° 1318° VALUES CMU • • • VALUES MAY BE BOX OR 'SO"_.080'SENTRYGLAS® • • Steal,A36• 3/8' 0.050° USED FOR GROUTED EQUAL- INTERLAYER BY KURARAY FLANGE B (st11A1 18 8 S.S. tori,A653 Or.33" 318° 0.0461°(18 Ga) CMU APPLICATIONS. LEG AMERICA,INC. •: • • or 410 13•3 J •••Aklatinum,605345' 318° 0.00 EQUAL{ITE ORIEL COTTAGE • stn feta min Z85 ksi) 1° 1 •• • -- 7.c) UX fired CMU, -1/4' FIGURE C FRAME SHAPES 114°Stealc0deBmx Conoate(min.3.36ks T 13/4• �iBUCKWIDTH �ISUCKWIDTHI•+----.-•IBUCKWIDTHl- 1/ gracon Concrete(min 285.0 2-V2' 1.3+4° 114"steel USraoon P.T.Southern Pine(SG=0.55) 1" 1318' // 1 3 U4°steel Cretellex Concrete(mhL 3.35 k8Q 2112' 1314° Ungnwted CMU,(ASTM cap) 2-1/2' [�1�411X _ p 0 J•CHANNEL INTEGRALFIN D 1/4°steel Crete6ex G W P.T.Southern Phre(3G=0.55) 1° ED V4°steelAggm-Gage Concrete(min.3275kao1-117 114'steel AggreGato P.T.Southam Pine GW.55 1° Groutmf cMU,(ASTM c Bo) 2° 2' RECTANGULAR RADIUS-TOP ARCH-TOP T 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BE SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REV/SFD BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as complying with the mors ig GroupAnahoy 8Ut18haW Agin.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Buitdlax Cada DI>k0nae Ftirtbedment THE TABLES ON SHEETS 8-10. Aamptoeco 14e 16-10714.-09 ftw RarWax 6xpim"Dara E 2V7'x.131°Common P.T.Southern Pine(3G=.55) 3/8' 27M8° _','. '•;:A.1 �,, hgimd "re"2117'R8g-shank RooArg Nab P.T.Southam Pine(SG-.55) 31W 2-7116' • . P.T.Southern Fire(8G=.55) 1/7 1318° .""Y.'. „ Reolaed W. tots+ Ar aton; #10 Trusshead SMS Aluminum,8083.75" 318° 0.050° (steel,18-8 S.S. Steel Stud,Or.33" 318' 0.0451'(18 Gia) - • D-awoffam sY walos.s.) _ GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A38• 316° 0.050° "AOt4 OF 3 � TI'm THREADSBEYONDP.T.Southern Pine(SG=.55) 8118' 1.318 THE METAL � �.�� 1070 TECHNOLOGY DRIVE Mw 0� #lzsrots N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Aluminum,8093-T5• 318° 0.x'3' SUBSTRATE.FOR (steel,18$B.S. Steel stud,Or.33• 318' 0.050' STEEL STUDS. ;. (941)-480-1800 or410S.S.) MIX Fu=48KSI& / ��r' %;i)'.;:;i'r'�: S-r-Afodet Soofe Sa--b treetop No Ree. steel,A38 318' 0.050' MIN Fy=33KSL AL P�ErI tA.E CER. OF AM #20298 SH-5500 NTS 2 OF 13 IND-SH5500-01 A INSTALLATION DETAILS FOR FLANGE&EQUAL-LEGBOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. SUCKSTRIP INTO OONCRETEICMU. OPTION 1 EDGE DISTANCE SEE NOTE 2.THIS SHEET' EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD IW MAX SHIM 16 114•MAX SHIMBIBLE —�I I-�--• FRAME OR BUCKSTRIP. SASHI t. SEE NOTE 2,THIS SHEET. 0 EMBEDMENT ..a 18 LIGHT WIDTH 17 EDGE l EDGE DISTANCE FLANGE FRAME �L DISTANCE SHOWN /4 BALANCE .. �1/4•MAX TYPE VARIES — TV.ANCHOR TYP.ANCHOR TYPE. 42 WITH SASH o TYPE, TYSHIM ANCHOR TYPE, EMBEDMENTAND. WEIGHT 8a 30 EMBEDMENT SHIM EDGE 2 AND EDGE EMBEDMENT AND EDGE DISTANCE PER Q 31 STANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, --•..». EDGE SUBSTRATE, •• O 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR 87 DISTANCE EABLE 2, SHEET • • - V • • *00 •• 16 FIXED VISIBLE 4 • •• • FIXED • • 201 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL •1p�19L�• • J LIFT RAIL FRAME I 2 BUCK I WIDTH _ILEGSOX • • • •.IGHIT • FOR ALL WINDOWS: NOTES: SHOWN FRAME HEIGHT • 1ANCHOR 6SAW HORIZONTAL SECTION A-A SHOWN Of • ••49 48 FROM END AND AT 1)USE ONLY • ••• • •0 21 CENTER. SUBSTRATE-APPROPRIATE • ANCHORS LISTED ON TABLE 2, •• :•• ••0 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND • • OVER 38'WIDE: � DADE APPROVED MUWON,FBC COMPLIANT ALUMBJUMSTEEL FRAMING OR STEEL STUD. 72 a EDGE DISTANCE LIMITS.ANY •• ADD ADDITIONAL MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. • • SCREWS @16&3/8• INSTALLATION OPTION SHOWN MAY • • • • 45 48 47 O BE USED ON ANY SIDE OF THE FROM END. • •• • • FOR WINDOWS WITH WINDOW 114•MAX • BUCK • • BOTTOM LOCKS: SHIM $10 OR 912 STEEL 14•MAX 60 • 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIN • '��T •• SCREWS 8.3U8• USED INTO WOOD AS PER TABLE 2, SMS(GB),SEE •••• FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, 22 QQ • 30 • • THAN 1-V2•THICK ARE TO BE SHEET 2. •• •• CONSIDERED 1X INSTALLATIONS.IX •••O&rERIOR VIOISUE WOOD BUCKS ARE OPTIONAL IF •••• 'J LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 18 DEPICTED AS 2X ARE 1-112•THICK Ll OPT. USE EITHER OR GREATER.1X AND 2X BUCKS 86 LATCH OR (WHEN USED)SHALL BE DESIGNED U (� 2 1 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE D EQUAL INTERIOR 81 (EYTESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGSOX WEEP LOCATION:6,.Wr DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT Sp FROM SASH END. RESPONSIBILITY OF THE ENGINEER317 --PASHOWN EACH END. OR ARCHITECT OF REGARD. EXTERIOR B 86 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONf� INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION PRODUCT'ROVISM 67 OPENING)IS MEASURED FROM CHm eemplyJas with IBo» ANCHOREDTHROUGH ANCHORED THROUGH 1Ai•MAX SHIM BEADING TO BEADING. BudtdjggCa[a EQUAL-LEG/80X � FRAME INTO METAL FRAME INTO METAL �,� FRAME SHOWN o t 1 I I U Ult Revised BYt DoW Rede— [Hale e 2TX1.26° ,i Mian NO ANCHORS Fl WEEPHOLE REQuutED w VISIBLE LIGHT FORMULAS RW"aad� Ovt& ` FLANGE OR •••.<r'> 29T FROM O '•4 �,• " •• `• •. EQUAL-LEG WIDTH �� EACH END. FRAME SILLS @SASH:BUCK WIDTH-8-12• ."'. i _ BY ®FIXEDLITE:BUCKWIDTH-4-3V ® FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEI QUAL " 1070 TECHNOLOGY DRIVE TOM Oo1c HEIGHT LITE) r+ ��t.;•' ::' N.VENICE,FL 34275 VERTICAL SECTION B-B BUCKHEIGHT2-3-16116' SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '�,:,�'�...,,.•:•..f: (941)-480-te00 seBss/Modek Swlx STbek Dm•Tng No. Rev: 4`h ° cERr.of AM.#2e2e6 SH-5500 NTS 3 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 8 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME,T SHE TRIP.SEE INTO 2X WOOD FRAME OR EDGE DISTANCE ANCHORED THROUGH INTEGRAL I-+- EMBEDMENT -► NOTE 2,THISIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FN INTO 2X WOOD FRAME OR a 1t4'MAX$HIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 18 1/4°MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH 17 FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. -- --- --T (SCREW SHOWN) 44BALANCE TYPE VARIES � EMBEDMENT -LV4°MAX SHIM 42 WITH SASH Q TYP.ANCHOR TYPE, EDGE WEIGHT 30 0 1 EMBEOMENTANDEDLiE DISTANCE nQ DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2 •• 18 (NAIL SHOWN) EXTERIOR 87 7YP.ANCHORTIPE, • • • b•• O MENT AND EDGE FD(ED VISIBLE 3 IM FN DIE SSTAANNCE PER SUBSTRATE, • • • •• 18 FRAME SEE TABLE 3,SHEET 2. • • FIXED • •• • ?A OPT.SASHTOP J�HANNEL LIGHT WIDTH •,�tl$1 • LIFT RAIL FRAME 1 SHOWN (NAIL SHOWN) • ••• -LT(iFTi'• NOTES: SHOWN FOR ALL WINDOWS: • 1 ANCHOR @ MV BUCKWIDTH 48 FROM END MID A7 • •• •,�_ •• 49 21 CENTER. 1BUSS.�YAPPROP�TE HORIZONTAL SECTION C-C • • • •• 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 • • •• 2 OVER 30'WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTFEL FRAMING OR STEEL STUD. 0 AND EDGE DISTANCE LIMITS.ANY 1!4'MAX •• ADD ADDITIONAL SHIM MAYBE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES Z&3,SHEET 2. 44 • • � SCREWS@154#r INSTALLATION OPTION SHOWN MAY :04001 • 14 • • 46 48 47 O FROM END. BE USED ON ANY SIDE OF THE •• •• • • FOR WINDOVO WITH WINDOW. • Bw • BOTTOM LOCKS: #10 OR#12 STEEL V4'MAX. HEIGHT 5D f•... 18 ADDADDITIONAL 2)MASONRYANCHORSMAYBE SELFDRB.LN6 SHIM •• •• /• SCREWS 0 S" USED INTO WOOD AS PER TABLE 2, SMS(65),SEE • •.•• FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3. • • 30 • THAM-12'THICK ARE TO BE SHEET 2. •• •• CONSIDERED 1X INSTALLATIONS. •••®CTERNOR Vt$1 1X WOOD BUCKS ARE OPTIONAL IF • •a LIGHT USE EITHER HEIGHT UNIT IS INSTALLED DIRECTLY TO ••• SUBSTRATE.WOOD BUCKS LATCH(3HOWN) DEPICTED AS2XARE1-VrTHICKol Be 1 18 OR BOTTOM OR GREATER.IX AND 2X BUCKS OPT. J-- LOCK(SHEET 3J. Q C- 86 TESTED UNIT (2)1' 81 30 (WHEN USED)SHALL BE DESIGNED D FIN ANDfINi BS TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION'0-58' TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT gp Q RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME 7 BILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT- INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUCT RSVI3BD 1!4'MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL ae co nd�a vwb dem INTEGRAL FW BEADING 70 BEADUJ0. INTEGRAL FINIFLANGE REMOVED) Anlld+�� -p Q FRAME SHOWN SHIM INTEGRAL FIN INTO METAL ( gym c .. .�; Revised or. Dote Revbbn: D•e /� 3TX1.2VWEEPHOLE '�',�,,,(E:'!i'I;d; '.'.• B OWICOVER(Q 2.8T ,fir.!•l:; Miami adc Preduct FROM EACH END. VISIBLE LIGHT FORMULAS Revtaed Sr. Ddw Revdebn: TYP.ANCHORTYPE, C�EDGE DISTANCE NT AND EDGEYy DISTANENCCE PER SUBSTRATE, SASH:BUCK WIDTH-0.12` 07 1°" SEE TABLE 3,SHEET 2 -►I EMBEDMENT 0 FD(EO LITE.BUCK WIDTH 4-W `; C( `� �y J6 :;_. J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-LITE) . ii.�:;� 1070 TECHNOLOGY DRIVE TRkr Bum: INSTALLATION OPTION 5 VERTICAL SECTION D-D SUCK HEIGHT2-318/15 -r,{:;;,:I,.•;,;; N VENICE FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN I%'.,`'::!;-,'.',,; (941)-460-1806 SvW/NodN: scda Shenk a�Inp Mo. Rev: INTO 2X WOOD FRAME OR BUCK- A • `M..- �}` A.7.kdiNN0.58R.d� Opn• OF ATTH. #29M SH-5500 NTS 4 OF 13 'MD -01 A STRIP.SEE NOTE 2.THIS SHEET. P.E.#tI8700 718'NOM. 71WW N7118° 718°NOM. 7W NOM. 5118°AIA PVB 5/18°AIA PVB I 5/16"A!A PVB I 5/18"A/A PVB I 6/16'H/HSG-- 7/16' /18'HUH SG 7/16'AIR SPACE 7118°AIR SE 318"AIR SPACE 318'AIR SPACE 7/18"AIR SPACE 118°A GLASS 1/8"T=SS 3/16"A GLASS 3/18'T GLASS 1/8"A GLASS OR a EXTERIOi a DfTERIOR a DCTERIPR a EXTERIOR 7g >s 7678 79 7&79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 • Noe*• • • • !••-a� 7:NO •{� �'I 7/8°NOM. � —►{ 7/8'NOM. � � 7B'NOM. � —►{ 7/8°NOM. • ••%118'H/H$t. • 5/18°H/H SG 5118'H/H SG 7/18"A!A SG 7/16"A/A SG 7/18°AIR SP&E •••• 3/8°AIR SPACE 318°AIR SPACE 5/1 B"AIR SPACE 5/18°AIR SPACE ••• 118° GI�RS• •• 3/18"A GLASS 3/18"T GLASS 1/8°A GLASS 1!8°T GLASS Is••i ,l,f.,,,�„ • • C]EXTERIOR a EXTERIOR a EXTERIORIs a EXTERIOR Is •e• •••• • • e • T9 7678 79 % • ••• e GLJ 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 •Dees• 64,06414 • • • --a{ 71W NOM. 718'NOM. •ee• 7/18'AIA SG 7/18"A/ASG 12'NOM.GLASS GLASS TYPES 9THROUGH 114°AIR SPACE 1/4"AIR SPACE 78.79 BITE TYP. f 18 MAY NOT BE USED 3118"A GLASS 3H8'T GLASS WITH J-CHANNEL OR 72 74 0 INTEGRAL FIN FRAMES C]EXTERIOR G]EXTERIOR GLASS TYPES 6,7,9,11,13 78,78 78 31 816 MAY NOT SE USED IN EXTERIOR 76 THE HVHZ ABOVE 3(Y. PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 nufl Cho a�viW too Fla7kla 36 a 14O -03 \I t f 11 11,11., Revlaed W. Date: raw= tim Date �I� Mlem Dada Ptodacl o .�•A•: rl:?. Revtesd Dr. Out& Revlermv GLA23NG NOTES: .y1;'M A AL <. •• =ANNEED Oram BY TYP.GLAZING DETAIL 'H' HEAT STRENGTHENED �j ® GLAZING DETAILS J ROSOWSKI ':✓l' 6 1 ,; 'PiRI°=.080'BUTAC(TE®pyBBYKlR3ARAYAMERICA,INC. �•1 : (` ,. ' 1070 TECHNOLOGY DRIVE Rttx 'SG'e.GSVSENTRYGLA -BYKURARAYAMERICgINC. ;.('i.�'•, 'ter`'t"' -�� N. VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15!15 %ir,?':G�;••:s };,: (941)-480-1800 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1.SHEET 2. ��,�'t+��:i;... - Sfflw/Mode Saalx Sheaf• �'f9 No. Rar. �L, p CERT.OF AM#29288 SH-5500 NTS 5 OF 13 MD-SH5500-01 A TABLE b: ABLE 6N E 6: 4NOlype ammmBaW GlmTjnm Deslgn PTee8 n%lb1d a u.ml7tim"Ohen sn FAux Design Freesia°,ow •Taw Types Deaton Preaesr0,Ib8fte 6,0.756 10-01 Rm•a8e) SL]g 8,768 186.0!-70A +•H60A 1bNd Lew! EgmFlte 11984 40.0 -70.0 'Re ba Lowl RI ybt80l*jdr"&8m06mm 1'.617-14870 + +88.0 1 4&0 R2 FOtaO obdarandam84.@m SEE TABLES,SHEETS FOR 2 Eq."W 11.558.14818 -Mo 40A +WA I 44o SEE TABLE 10,SHEET 9 FOR 4.w twpm r 1tw-it.50 +a* 40.0 eau 4&0 ANCHOR GROUP AND QUANTITY. A7m1 2&817-2628 +0A 450 458.5 450 ANCHOR GROUP AND QUANTITY. KS.d.d W male-2&M +8&8 -70.0 .WA 87.876 17.an-20.59 "&0 40.0 +WA 450 Ym /4617-77.518 +860 40.0 +WA 4&0 tt871.118I +m -70.0 .W.o 440 27.588- All 4830 -70.0 +WA 440 2&617-2T.50 +830 •70.0 +WA 40.0 23617-24618 .0.0 -70A 458.5 70.0 HEADER 44 20117-23.510 4eso -7oA +WA 70.o HEADER - 17117.20.510 .0.0 -m.o +aio 750 23 aot•al. /4617-17.514. +mo 40A .1..o 4&o 23 Shwa-+ 11.3"-14.518 +00 400 .WA 40.0 o Tatml 31.60.33211 +030 40A .0A 440 St..UW COUW 2&617.3UW +6&0 40A .BBA 40.0 EgmI ft 2517.28.618 4aS0 -70.0 .0A 70.0 Q MEE71NO RAIL 4e 6404m4 Pa d- 17.517.2451° +00 440 .0A 74.° MEETING RAIL • ow-sw /4617.17.519 .W50 A -7 .WA no • 26 ° ambm8ms 12517.11518 .WA -70A .WD 440 27 • • • •• 882121 11377.12618 .0A -70A .02,40.0. 0XTeFUOR • ••• j� • • Tam+ 33ma-37W8 .BSO 40D +1..O 70.0 TnT • • �/ • • ° V • D ft2lLKT-332Vmen-89.29 +0A 4oA .0D 40A• 2&617-24618 +84040A .BBA 70A 23 ••• JAMS• 114&028261• p SASH 17.817-2°Ate +1..O -70A 400 Tao EXTERM SASH 4� HEIGHT 146+7.17.518 +0.0 -740 40.0 74o a HEIGHT ••• • •• •• •• 12817-tome +1..o -760 46 0 440• • • :00:0* • 1497-12818 +0A -70.0 49U 4&0 ••• ••• • •••••• Tabmt 34677-41.804 +830 -700 486.0 700 • • Does •••• •••• 81mdmOCmm2a 91617.94618 +830 70D .OBD •740 • • • • 2' Eq-m- 2517-31.518 +0.0 -70.0 +0D 40.0 ` • • sees •*00 SUrAwd PmIM =V1 25.618 43.0 -70.0 458.0 400 • ••• SILL 62 cmimnase 2617-23.5/9 +116.5 -70D .640 40.0 SILL • • • •••••• C.11-8ba 17.617-2.018 +WA -70A 4eao 460 • Cb.etrm 14517-nate +asO -700 +96.0 �a.1 • ••• • ••••• Cm obs 7&017-14518 400 -70.0 4840 .879 •••••• • • • • aumm: 70084-13me .00 I 74..0 +0A .9B.a • • Taw 94817-41.047 40.0 -70A +860 4&A • ••• •••• • Cm'amw- 2617-83818 4w.0 700 40A 4&0 0 0 Egaa050 96517-3&818 46U 70.0 400 700 •••• 76 cmt-51. 34611.afifO 4830 440 486D -740 SECTION DETAIL FOR WINDOWS WITH aW dud-Paa- 2010-a2610 +960 740 400 449 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 Cmw961. 2sn-2°f8 40.0 -70° a8&0 469 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE amrtmt 2U18-2O.510 4B6A '70'0 i58'0 'WS (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLYTO ALL FRAME TYPES 395V-41A44 +WA -7U 40.0 '70.° APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 04 cmm. 36517.34518 +050 -70D 40,0 479 CONFIGURATIONS) ammdPmaaw 3&119-mate +WA •7oA .m0 'm.5 PRODUCTREV4SPD x1.78 r twt 3o -74.°14G&O •848 93 CB 44yina vvhh D•Fla" SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Oultdylg Cotta j 44 MIN.SASH HEIGHT WINDOW BUCK HEIGHT-50.136 AOmpfmwlVo. -ID 1et°�"�o ROvbW BY: Dote: Rev&bw Dura RW-A BY•' D°tc Revkbn, I Pt NOTES '., - ® D-a7tpoom 1.a n 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. .:,U• 6 I�r�lb DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. N.Y�.1• '•• ;: .•i�,`` 1070 TECHNOLOGY 3 275 Mw Oaten VENICE, SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •.. 3)FOR SSS NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ,��:•;;...... ,.,:AI • (961)-480-ttmo Smtm/10..51& Sours: om+rtay Na JSov: oNTHETAeLE �'L CERT.OF AUTH X29298 SH-5500 NTS 6 OF 13 MD-SH5500-01 A TABLE 7: 'ABLE 3: aw.typ. O.Ikae.sn ��2 me•ryp. Odd- 0 00.1110 Pn5wnl•tla2 0.10,15&10 Dn-w-f-0- sa011dph DeatpDPrium", Iia% 17aaa5mOaptan aamnwgta peiot 10.0.1 ftwovoA-w 7mpe00 &slat level FlzaWQWW= ROW OQ wwwoukWBN 0 wait OR- aPI.40 45 621 64 i Rd9maA4m 16 I241 32 38 40 48 min 84 20.6 T 0.e 11394 +_MO 4100 700-11 +mo 410,0+rao•nao alb ER.Ru 11.394 --no_ -lima +100-110.0 470.,0 0.100 .mo 0.10.,0.rao-nab .rao 410.0 70.0 0.10.9 .rao amo OwWWCO!l.1e %617.16.810 +70.9 atop+mo.nao «100-lino+70.0-110.9 8tademOM0 14.617.10870 •rao-110.0 7&o-Hao•7&0-1100 •mo x10.0-70 1-110.0 +100-110,0 .rao-IMO •rao limo 20 E99.1mw 11.103.14.618 *700 amo 70.-110.0«mo•11110 amo 20 EOud•R. IIA83-t4516 •rao_-1140*rao-"to 7&o•1110 •702-1%0 7&0•110.0 •rao-110.0 •100-lima -no-110.0 SWMWPoW.n ItM-11.532 .702•110.0+702-t1O4+ICA.nao.7010 amo 6WdudP.sls 1/.211.11.68¢ *100-nao +rao-1100 7&0-1100 •me-Imo•rao•nao -no-1110 •0.O-+0.O •ra .110.0 HEADER T.mt 2&W-2&= 110,0 410A 702•11oD 470,0 0.10.0.70.0 amo rural 2&60.26208 *mo-nao 7&4-nao•100-110,0 -LO amo +rao•110.0 7&0-Imo +rao-1100 •rao-110.0 emdauecat.9. 20.966.21510 +70.9 amo 4mo•nao+100 41ao+mo amo BIROWCo6.9e 29.968.2:1216 •mo-nao 7&o limo 7&o 1m0 7&0 4100 7&o•nao +710-Imo MO-110 •70.0-/110 25 07370 EOarao 1Y.W.M.90 +702 410.0+100•110.0+7 0-nao+70.0-1010 37.275 EaOsm, 0.617.23267 •100-nao*mo-11a4 7&91 amo .100 amo 100•110.0•70.0-1110 79.0-tmo .100-IO14 Mwd■aPma.w 1480.0.515 .700 4100+100.110.0 70.0-nao Orae 4110 St•TmdPmma 14.617.17.518 *100 410.0 7&o-110.0 7&o•11&0 .rao-nao 7&o-110.0 +100 4110 .100 4100 7&0•ILO o sh.um +I677.14AW 110.9 0.100 AOA 410.11 700-wo+100 0.030 stmaa 11.77.14.530. •mo-nao .100-"Mo 7&o 410.0 .rao AMO•100-110.0 *100-110.0 •7&0•107.0 •rao-1010 r bd 2ibe3.61.911 IMM 4mo 170..0 •0&0 +7&0 .432 +mo •60.9 Tema 27.693.31411 +rao 4110 70.0-110.0 7&O•1&Q .rp,0 1-1100 +70.0-nao 7&a 810 •100 810 *rao 10.0 C.w.0110 26517.1582 .70.0 1100 +100 410.0.rao 4100+100 4100 C da.stm 26.617.27.508 +mo-110.9 7&o-110.9•70.0-1110 *70.0-110.0 MO-lino+mo 4110•100-"0.0 Tao 410.0 MEETING RAIL slad.dW11.2. 2160.20.615 *700 410.0+70.0 MOP.70o-itao+100 410,0 ShMadCulap 23.67-2e5re ?& -1100 #70.0 1410.01•rao•tmo .100-nao *100-rao •100-1110 •100 4100 •rao-tmo 44 E9w.a• 29217.22.618 .7mD 410.0+0.0.11&0.100 410.0+70.o 4100 " sgadm. 20.6+7-23.618 •rao-41910 MOI-110.01 700 4%0 +100•nao.109 mao 7&0 410.0 •100-limo 7&0-nao 27 0 St.WWPm6.- 17.611-20.515 .700 410A+ran.1100.rao 41110•100 4100 st.=Pmlar i7.517.M515 •mo.110,0 7110.110.0 7&0-1100 +7&0 410.0.70.0 1-110.0*100 4110 +100-1109 Tao-1100 C .ms1.. 1a.617.17A15 +TOA a10A 7&o 4tW+rao 4110+100 410.0 C9dau9ne 14.611.17,018 *mo•nao+-70.0-lima.mo amo *70.0•+100..70.0-110.0.mo-tm0 +100-1100 •mo-1100 t74ra+roR a S6ateY 11.0774%.518 +TOA 410.0 702 4+10.9.710.107.0.rao-108,0 8111010.1 11.10-14.0.15 .7&0-nao 7&o-"0-0.70.0 11"D .mo-1mo -MOI-1110•100-1110 70.9-107.0 . 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'msTsJ-CHANNEL FRAME •�� FLANGE FRAME FIEQUAL LEO FRAME 1.1 _� 7�• I 117TG) HEAD/JAMB r 2O HEAD7JAM6 1.376'p -.11- H4O HEAD/JAMB O RE LIGHT �O REINFORCEMENT HO F 1 070° -�{�.- 1.182° 3.483• ►� a483° --►•� a493° 3.483• -►{ .L .070• -►il r- aez• -�IFS 062° -►IFS oat• -4 .0or .791• 1.036• 1.oa,• .. 1 o D 1 ��444' 2.444• Q 1.331• .130• �"'�'• --►-� . �' • • • • 2. 2.444° 1340° 2444° STANDARD HD MEETING RAIL • ••• • MEETING RAIL • • • • 28 27 REINFORCEMENT ••• • � REINFORCEMENT • ••• • •• •825' O O FFLANGE RAME SILL 1378•[(DIUFE O EFRAME SILL 1 R6° FRAME SILLN • t • • • • •••• •••• 1.87r -�•I 41 J141• • • • • T 1215, 2100` -►{ 2.178• 1.472° 1.886• • •• ° • •1 1.378' .086• 1.3178• II o •• o 1 .874• I I� •Bgp• •471• . .34T.036' .07-(r .050, Asir 12J1• --I 1.000" �- � .070 .� • BEVELED BEVELED FIXED I MEETING RAI ,8 SASH RAIL 17 COOS 18 SCREW S CO� LIFT Oo INTERLOCK COVER 21 INTERLOCK� O INTERLOCK COVER PRODUCT REVl36D ra m plyfn3 with tho FIw1& �dlding Code necep� No I&..a 1 .C},3 as'plmtimnade �1DZp R&Wwd Or. Dotty Rertetme B �,• .•{ 1:�5!ii Mimo�V&PWodm-d .6 84° .318• .� �O�'.........`i,LJ..' .176° .<•, _ ;rc .764° .760• R BY' � Reviskm -- .036' -�'I'�-� •02b' -"1"`_� `( .. .^ ® Dseo+lpDon•EXTRUDED Drmm WINDOW EXTRUSIONS J ROSOWSKI O BEADING O SCREEN FRAME CO SCREEN FRAME -`' ��I��6 ;'``�f`` }.'•• 1070 TECHNOLOGY DRNE 781st Dot• N.VENM FL 34270 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Swf.1Mod,* S¢a(x mvov No. Rar. CEff•of AM.#29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A TABLE 12 TABLE 12,CONT.: SILICONE HOT-MELT BUTYL 13111 of Material BIII of MeteJlal,cont STRUCTURAL # Part# Description Material # Part# Description Material STRUCTURAL SILICONE 3/18°NOM. Single ung From .lambs- C 20197 Auto ea m --C—St= POLYISOBUTYLEN 1/4°NOAH. FOAM 2 62D102 Single Hung En Head&Jambs-Flange PVC 48 72019849 Sweep Lock Cast 7Jrto WITH DESICCANT DESICCANT 3 820103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&8 Auto Lock Cover Assembly Cast Zinc EXT,GLASS EXT•GLASS 4 820104 Single Hung Franco Head&Jwnbs-E Leg/Box PVC 48 7SX11180PTX#6 x 1-1/8'Ph.FH BOB(Auto and Sweep Lock Screw) SS 5 620'106 SWDH Frame 801-J-Channel PVC 49 720200 Auto and Sweep Look Keeper Cast 21nc 8 620108 SWDH Frame 501-Flange PVC 50 76X34PPA #6 x 3/4'PH.PH SDS(KeeperScrew) S3 7 820107 SWDH Frame SM-Fin PVC 51 42D181 UR Beveled Tilt LatchCroner Key PVC INT.GLASS INT.GLASS 8 820108 S H Frame SIO-Equal Leg/Box PVC 52 420182 UR Pull Rd TE Latch Comer Key PVC 14 620131 Fired Meeting Rall PVC 53 7634PHFL #6 x 3/4'Ph.FH BOB(Comer Key screw) SS KODISPACE SUPER 18 820129 Sash Rap(Sides,Top&Bottom) PVC 54 620183 nit Latch PVC 78 4SG TPS SPACERW NXT 1M 17 820134 Balance Cover PVC 55 420184 Tilt Latch Retalm PVC 18 6 133 sash Stop f8crew Cover PVC 56 720207 1'Tut Latch Spring SS 19 820158 PWRall Intmiock 6005•T5 AI 57 4201 Plastle Tilt Latch FhW Pull PVC ALUMINUM 20 620144 Pull 8811 Interlock Cover PVC 68 720192 Metal Tilt Finger Pull Cast 21nc REINFORCEMENT poLyS, DESICCANT FILL AREA 21 MM67 Beveled Interlock 6006 AI 59 420180 Phot Bar Comer Key PVC BUTYLENE 5/16'NOM. 22 45 Elevated Interlock Cover PVC 60 720206 Plvot Bar 33 5/18'NOM. SEAL 23 62Y15Y Light Sash Ralnroroement 6083 T6 AI 63 720191 Sash Pull Honda Cast 21110 BUTYL& ROLL-FORMED SILICONE SEAL DESICCANT i • 162 Sash nM 6083 Te AI 64 720194 Sash Pull Handle With Latch Assembly Cent Zinc FOAM STAINLESS STEEL • 620153 Standard Meeling REdWekdorcement 600.5 T5 At 65 7834FPT #8 x 3/4'Ph.FH sDs(Pull Retitle screw) SS EXT.GLASS • • HD MeeO Rao emend 6005 T5 AI 68 420188 Bottom Latch Strike Plate Cast am EXT.GLASS 30 61644 Weatherstrip,.•1#T x 70'Fin Pile 67 78668 #8 x 5/8°Ph.FHS (Strike Plate Sorew) SS 31 BQ Weathers t. Foam Bulb Flax PVC 72 720135 Lams LG.Beal PVC • •.23 V72000NO( Constant th�strip,•1�7°&•220'PdyPlb 74 BaOkbedditp,OE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS thete PI 220°Flreeal 76 71648N Setting Block(7/8'x 1'x 1/8') 86+/_5 dura. EPDM • i 35 1°Ph. nteriook MountlM Screw) 80 61012 Extruded Screen From Alum O DURASEAL® 7a XL EDGE" • 3'Ph.P}I6111� eetirg Imu screw) a10 ss et 81011 Rou-Forced screen Freme �� SPACER SPACER • 017hp Sgpy- Plate 6063 T8 AI 82 7CKOLB21 Screen Comer Key for Fxtnrded Frame X 4 PVC • • p Hole Cover PVC 83 47042 Screen Corm Key with Pull Ring X 2 PVC • 40tant F 84 47041 Screen Comer Key without Pug Ring X 2 PVC • • 1 #E x 3/4'PX WX tMeb(Con.Force Balance Screw) 33 85 7 P Tension S SS 42 • Irel t� a 88 81816048 Screen Cloth Flberglasa • • 43 72020b Spiral Balance throe 0 Nylon 87 81635481614 .140'Screen spuns tunalHand Rolled) VI I 44 76X140 x 1-1/4'PIE FHS Spiral Belartae Screw) I 410 SS 0000 Part# Description Material 76 Kommeriing 4SG TPS Spacer System PAODUCT RsVISP.D 77 Quartex Super Spacer nXi•With I of Melt Butyl See this Sheet for us�Pt7;nawith ftt*iv�e Dccutlsa 004t ro o7ttl 03 78 Quarrex Dureseel SpacerAcceptimee Materials Lam, 7020 79 Cardinal XL Edge Spacer Revtmd ar: VaW asnwora E TEST REPORTS:FTL-371 7,am I 8970 ':'r �;;, .. JR 05/05/16 Al ADDED SPACERS .. .e., Br: lmEs: ReHebn: BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TEcxlwoLoaY oRrvE new ccr« NOTES: ,••;.> 0.22, ' N,VOCL R.34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)—Oso-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE ��, •�/,,,i;.. s�e./eroa� soorx VA-11V Aro. Rev ITEMS#9-13,16,24,2B,2e.34,39,61.52,6&71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL '� � P.E. CERT.OF AUTH.#29298 SH-5500 NTS 12 OF 13 MD-SH5500-01 A OFT.SWEEP LOCK p 48 OPT.AUTO LOCK 18 47 20 67 OR bB // 48 \-45 OPT.PULL RAIL 22 82 ORO 18 INTERLOCK& COVER fp 87 \ o O ! ��JJ 88 liN 35 OPT. 1 21 BEVELED MITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR 18 &COVER FRAME WELDS O 54 72 X4 72 4 16 53 9 / 50 � 80 OR 81 • ••• • ///iii 14 �....._.•.,� � . • ••• •: • • p�c�?'•_•`J� OPT.PULL HANDLE ~1� SCREEN 49 ASSEMBLY 54 WITH LAT-- DETAILS • •• • •••�.•• 41 40 CBgONSTLgNCAN'f FORCE 18 OO 83 ••• •• ✓y!••• • • ORkk `�• OPT.PULL 0000 • 1 4 ._40 4S 42 43 SPIRAL BALANCE HANDLE • • d 83 0 Goo• ••• \ 1 18 • ••• •• • MITERED FRAME WITH • •• SASH / INTERIOR AND EXTERIOR • •'•,, • 37 ASSEMBLY FRAME WELDS • 000 • • -- 8 DETAILS •• � !� �....� `G EXTERIOR 38 CIRODUCT"VISED .......__.. —A ACliE3 To *w—Pl) With ftpkilda•a 53 Guodlas –�.._..._ Aaoaptaaao NoExPira"Data tCe-O ,p3 FRAME .` �•`` ^Ram W. aatc ReVWW. By ASSEMBLY DETAILS Revloed Or. Dote: RevWw. •� �+�--.: .,,= ® D P Aman W. EXTERIORCC �K''6 ,;: EXPLODED ASSEMBLY J ROSOWSKI NOTES: 1070 THCHNOLO0Y DRIVE Titre: Dale: 1)SOME PARTSIOPIIONS NOT SHOWN ON DRAWING FOR CLARITY. •' .zne:.�'i••'•.'.-`` N.`�N' X278 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS 1111&5.OTHER FRAME TYPES APPLY. �'/�'�;':;��,.��.�..`;:\�;:• (641)-480-1600 Serka/kdah oSwfa 9reetr D-"w No Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 8&7. / 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOOKS. P.E. CERT.OF AURi.X28288 SH-5500 NTS 13 OF 13 MD-SH5500-01 A P. 58705 -771 1 MIAMNDia4DE ' l MIAMI-DARE COUNTY • IA 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 N CEPTANCE OA www.miamidadegov/economl GT Industries,Inc. 1070 Technology Drive Venice,FL 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 pade 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 SG"RiPTION: Series"HR-5510"PVC�Ilorizontal Rolling 7��oE:ri:zonta�lRoller APPOY - M",sheets 1 through 18 of 18,dated 05115115,with revision A dated 05105116,prepared by manufacturer,gigned and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of A ade County Product Control Section. SII.E IMPACT RATING:Large and Small Missile Impact Resistant LABELIN ac a man acturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0903.10 and consists of this page i and evidence pages E-1,E-2 and E-3,as well as approval document mentioned abeve!•- -- • . .. The submitted documentation was revie%ed by Mpnpet PFr% . . . . . . .. ... .. . . . .. ... ... NOA No.16-0714.17 tw" nanE COUNr�r Expiration Date: September 24,2020 ins pproval Date: September 01,2016 ... . . . . ... . . . ... . . .. .... .. . . . . .. .. . . . .. .. PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15 0903.10) 2. Drawing No. MD-HR5510-01 titled"Horizontal Roller-LM", sheets 1 through 18 of 18, 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,DurasealO spacer system, Super Spacer®NXT'rm 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!1.5, 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 series 5410 and series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTL-8072,dated 02/03/15, signed and sealed by Idalmis Ortega, F.E. (Submitted under previous NOA No.15 0903.10) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)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 series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-8073,dated 02/18/15,signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No.1 S-0903.10) •• • • • •• Mannel Per , Product Control E min • ..• • • .•. NOA No.16-0 .17 •: • :• Expiration Date: September 24,2020 • •• . Approval Date: September 01,2016 .•• • . • • ••• . . . • . . • • • • . . • •• •• • . • •• •• .•• • . • ••• . . • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNPrnvuED) 4. 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 series 5510 PVC horizontal sliding windows,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FT1,8074,dated 11/06/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA Not 5-0903.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5u' Edition (2014),dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under * us NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 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 bf 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. • •• • • • • ••• • •` `•` `` ` ` ` Manuel Z-Xo:aln E. Product Control• • .•. • NOA No. 4.17 ` : : : : :Expiration Date: September 24,2020 •` :• ` `: : :• : Approval Date: September 01,2016 • • • • • • • • • • • •• •• • • • •• •• • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complyingwi FBC-5th Edition{2014 ted August 28,2015,issued by manufacturer, signed an y Lynn Miller, P.E. (Submitted under previous NOA No.15-0903.10) 2. Statement letter of no financial interest,dated August 28,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No.1S-0903.10) 3. Proposal issued by Product Control,dated 8/27/14 and revised on 9/10/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under previous NOA No.15-0903.10) 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. E. OTHERS 1. Notice of Acceptance No. 15-0903.10,issued to PGT Industries,Inc. for their Series"HR-5510"PVC Horizontal Rolling Window-L.M.I.,approved on 09/24/15 and expiring on 09/24/20. .. ... .. . . . .. Manuel Pe . Product Control gam'•er • ••• ••• NOA No. i Z7 • Expiration Date: September 24,2020 • •• •• Approval Date: September 01,2016 E-3 ... . . . . ... . . . . ... . :000: . . . . . . 2.8 ANCHORS,SEE DESIGN PRESSURE RATING IMPACT RATING CLUSTER DETAILS SHEET 5—\ --►{ 124 MAX O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE S,MAX �_ \L. I B,SEE 1-1/4' LEVEL,SEE SHEETS 8$ IMPACT RESISTANT SHEET 3 SEE SHEETS MAX 9.16 D.SE 2-5 ANCHORS,SEE CLUSTERA,SEE 15.W 1&94'MAX.O.C. SHEET 4 DETAILS SHEET 5 MAX O C e.SEE SHEET3� 90'MAX – —� 8'MAX. '� �- SHEETS C ET ,0•MA7C t -- - - SHEET4 C E SEE SHEET 3 18' 7B' EOUALLY / / MAX.O.C. MAX 72' E SPACED BU MAX ANCHORSPER / / HEIGHT } / / BUCK SPACED Sr MAX TABLES 17,27 _ C7 ' / / HEIGHT 1SUCK SEE / / TABLES 1� � � / ._L HEIGHT • SHEETS • • 9.18 15.87' • •••• • • •a Ski O X X O X MAX D.C. • • • i • s MAX - - &.MAX ••• • •••SEE SIL • 11T SEESU BETWEEN •.+• •3e MAX 1vDETAILS. 4.O.C. 3•MAX wF }U E� 4'O.C.BETWEEN e ��•'ll BETWEEN DETA�, 3'MAX • wood SHEET 3• OLES •• •• B PHOLES D SHEET WEEPHOLES • • 75'MAX BUCK WIDTH 140'MAX BUCK WIDTH • ••• • ATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL EVATION FOR TYP.FLANGE FRAM sees WN AS WGURATION FRAME SHOWN AS OX CONFIGURATION • • • •••• ANCHORED THROUGH THE NAIL-FIN SHOWN AS XOX CONFIGURATION r7 • ••• • • • •••••• STANDARDS USED: • GENERAL NOTES:S ES 55 P RESISTANT HORIZONTAL ROLLER �2D14F LORIBUILDING CODE(FBC),STH EDITION 1)THIS PRODUCT13DESl6NE�U J�`1D TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION 2)SHUTTERS ARE OT RE IRED WH k'"i WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. -ALUMINUM DESIGN MANUAL,ADM-2010 • ( MASONRY I fC/OIONS IN M ADE NTY,USE ONLY MIAMO•DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 •ANSI-51�-07/32-2010 CONCRETE MA`ONRY UNJrS AND CON MIN.KSI PER ANCHOR TYPE. 4)ALL WOOD SUCIGSRLGSIG THAN 1-1Q'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT 13 INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-1/Y THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN GENERAL NOTES....... ._..._1 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR)L 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS ELEVATIONS..–....»...-.........-.-...1 SHOULD BE SEALED.OVERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. FRAME'TIIONS_..-...-..._�...._2 NS&ANCHOR 6)1W MAX SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OPT INSTALLATION.FLANGE 8 7)DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. EQUAL LEO/BOX.....».........3 INSTALLATION,INTEGRAL FINB.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE.STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-IIWA STRESS INCREASE HAS NOT BEEN USED IN &J-CHANNEL......_.._........4 THE DESIGN OF THIS PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS GLAZING DETAILS............._......_5 SHALL.MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. DESIGN PRESSURES............_._9-8 9-16 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHOR QUANTITIES.......... 10)REFERENCES:TEST REPORTS FTL-8072,8073&8074;ELCO ULTRACON NDA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZOUGHTER EXTRUSION PROFILES&BOM....17 SHADES OF CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL 78j PROD.REVISED 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. m�a*yars with the Fb rlb BuOdesCode USER INSTRUCTIONS: Asteptame Hol O 1 •2010 2j KNOWING YODETERMINE UR SITE FRAME�TYPE,WINDOW COCIFIC,WINDOW NFIGURATION(OXXO,XOX)G!S DESIGN �SIZE REQUIREMENT OPTION FROM(TABLE 1 BSTANDARD ASCE 7. ti ti ,{' ; R°M°ad ey u°M ARj QED SPACERS TO 22 -.'-...,.. . JR 05/05/16 REINFORCEMENT LEVEL,DETERMINE YOUR WINDOWS DESIGN PRESBURE REQUIREMENT FOR THE WINDOW OPENING USING SHEET S. TQtmui TABLES 6-18(SHEETS").IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REOUIREMENT FOR THE WINDOW OPENING Rwlwd W. DaW Revtatem OBTAINED IN STEP 1.USE INDEX TABLE 5 ON SHEET 8 TO HELP FIND THE APPROPRIATE TABLE 3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3O SHEET 2 ACCORDING TO THE INSTALLATION 44))DETERMINE THE ANCHOR QUANTITY FROM TABLES 17-27(SHEETS 9.18).VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET •,•�.�, �6 GENERAL NOTES&ELEVATION J ROSOWSKI SET ARE MEL _ 6_ -.� r Dubu ALL AS PER SHEET 3 FOR FLANGEIEQUAL LEG INSTALLATION OR SHEET 4 FOR INTEGRAL FIWJ CHANNEL INSTALLATION. •'•"'' 1070 VENICE, FL 3 DRIVE Asa 5NN3T HORIZONTAL ROLLER-LM 05/15/15 USE TABLE 4 ON SHEET 2 TO FIND THE APPROPRIATE DETAILS. l;V ., ".'�' N.VENICE,FL 29 �t;.�;,.:�•. ...;,: � P.O.BOX 1b29 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.FLANGE, ASA..'...'�,'` .• ` NOKOMI3;FL 342748 Smb: SJresh O/odnp No. Rer. A I'YNRWILEK P:E INTEGRAL FIN OR EQUAL LEGISOX),SEE FIGURE B ON SHEET 2. P,gp6B70S CERT.OF AUTH.#29298 HR-5510 NTS 1 OF 18 MD-HR5510-01 A TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE Glass Description(Elated from Exterior 15DInterior) •r te CaptionsFrame Glass traftilaflon Substrate option Detail sheet TAMSJW 7/8'Laminated LG.:118'A Exterior Cap+7118'Air Space+yt 8'Laminated;(2)Utes of 1Ar A Class wdth.0�'PVB thlbe yer IM FIO B) (-a Tama 1) 6 7/8'Laminated LG.:118'T Exterior Cap+7116•Air Space+5118•Laminated;(2)Use of 118'A Glass with.091r PVB Interlayer 11voaah rhe trrto 2X Wood FwtareudrotrIp-shest 4,w0an 5 7 7/8'Laminated LQ:3118'A Exterior Cap+318'Air Space+5116°Laminated;(2)Lftes of 1/8'A Glace wreh.0.90'PVB ideriayer JClrmstal(�) iri ww firL..... ....mto Metal-sheet 4,option 8 1-4 Tllrmgh the game....hdo 2X Wood FremsBuGcship-chest 4,option 8 B 7!8'Laminated LG.:3118'T Exterior Cap+3B'Air Space+5116•Laminated;(2)Liter ai 1/8'A Glass with.[!80'PVB Irderiayer of the wkdow..........hrio Meal-shed 4,optIon 7 10 7/8'Laminated I.G.:1!8'T Exterior Cap+7116'Air Space+5/16'Laminated;(2)L.Ites of 18'H Glass with.OW SG Intedayer bxo 2X Wood FYmn Muckddp-shed 3,option 1 11 7/8•Laminated LG.:3116•A Exterior Cap+3B'Ah Space+5118•Laminated;(2)Utes of 1/8'H Glass writh.000'SG trdmlayer Flarw 1-4 lhroueh the Game....brio C wjetdCMU-shed 3 2 12 7Ar Laminated LG.:3!141'T Exterior Cap+3/8'Air Spare+5/16'Laminated;(2)Liles W 1/B'H Glass with.090"SG IMertayor om tithe wkdow..........through 1X Suckship hrio Concrete/CMU-shed 3 3 14 Mr Laminated LG.:118'T Extortor Cap+5/18'Air Space+7/16'Laminated (2)Utes of 3x18'A Glass with.090"SG Interlayer brio Meme-shed 3,option 4 15 718'Laminated LG.:3116'A Pxdedor Cap+1/4'Air S +7116'Laminated;(2)Utes of 3118'A Glave with.090'SG hdedayer Tkagh n _b ftbft 2x Woad "�' ' ° 4,option 5 �e� brietpal� bdegrd tin...... .._brio View'-cheat 4.option 8 16 7/8' LG.:3118'T Exterior Cap+1!4'Air Space+7/16'Laminated;(2)Utes of 311('A Glass with.�SG Interlayer 03) 1 4 j; h the tame..-bxo 2X Woad FrmneBuckstdp-sheet 4,option 6 • •0%7 -• & N•E ANCHORAGE 8VD o}t11e sertmw...... .._mm Mem shed 4,op 7 • ' GLASS TYPES 5,7.11 815 Box! ....bxo 2X Wood Fmme/BuskMdp-sheet 3,option 1 TABLE 2•.Allo ORS 7HROQGH rHERRAME MAY NOT BE USED IN THE Through the tame....brio Corwrete/CMU-sheet 3, 2 • • Group • � : • I&bd to Wn.Edge Min. HVHZ ABOVE W. Eq a 1.4 tithe whI&M .... ....though lX Into Oonorote/CMU-shed 3.option 3 • • •••s• Distance Embedment* • ....brio Merl-shed 3,optiat 4 • • •• 0@10 SMS P.T.Southern Pine MM61% 1 •MIN.OF 3THREADS -_ • s• (S�el8$g.S. • • set'A38' 318" 0.05V BEYOND THE METAL • •40A 10d,A653 Gr.33• 318' 0.0451•(18 Ga.) SUBSTRATE.FOR •A•-ANNEALED • or410S.S.) STEEL STUDS, • •4 •••• e•�� .�`-T5' .�8' 0.050" MIN.F��& •H•-HEAT STRENGTHENED • T.T.SouMn Phha(SG=0.55) 7116' 1.318° �,FYI KSI• FIGURE B:FRAME TYPES 'P=TEMPERED i • •i 3118'stlitlar on (min.2 85 ksQ 1° 1 �• ��ors • • • eftib !CMU, TM 490) 2-1/2„ 1-114° 'UN6ROUTED CMU• o BY KURARAY AMERICA.INC. • SS • •• V J Pia(SG--O.55) 9✓16• 1.3!8• U�FORR GROUTED 2 (�4�!/ ecce_.oro• R BY KKR •$1Z$iri Steel,A36' 0.050 CMU APPLICATIONS. \:l INTERLAYERIN . KURARAY • B (steel,I"S.S. A853 Gr.33' 318' 0.0451. 18 Ge. AMERICA.INC. Or 4 0 S S.) • ( ) INSTALLATION NOTES,SEE SHEETS 3&4 FOR ILLUSTRATIONS: BOX OR • • •• •1•• • AlurtAnum,6063-W 3/8' 0.083' F�� EOUAL- mn S 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON LEG C 1/4' P(AbacoUngroubad CM DISTANCE LIMITS.ANY INSTALLATIOLES 2&3,THIS SHEET.FOLLOWN OPTION SHOWN ENT AND MAY BE 1/4'stew detellex Concrete min.3.35 k8i) 1- 1314' USED ON ANY SIDE OF THE WINDOW. 1/4'Steel 1.111180011 Concrete(min.2.85 Kai) 2-1/2' 1.314' 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 114•Steel Utram P.T.Southern Pine(SG=D.55) 1' 1.9/B' 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-VY THICK ARE TO 1/4'steel Cratellex Concrete(min.3.35 kal) 2-1/2' 13x4' BE CONSIDERED 1X INSTALLATIONS 1X WOOD BUCKS ARE � / urvouted CMU,(ASTM C-90) 2-112' 1-1/4' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.W000 (��J Q /a 1.-/0 D 114'steel C ffitdox BUCKS DEPICTED AS 2X ARE 1-1W THICK OR GREATER.1X AND 2X �l ( T�" P.T.Southam Pin Ci=0.55) 1' 1318' BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY J-CHANNEL INTEGRAL U4'steel Aggro•Gaw Concrete(mil.3275 kaf) 1-1/2' 13/8' TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND FIN P.T.Southern Pine SG=D. 1' 1 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR 1!4'steel Aggre•Gator Grouted CMU,(ASTM C-90) 2' 2 ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS TABLE 3:ALLOWABLE ANCHOR THROUGH THE FIN DAYLIGHT OPENING)13 MEASURED FROM BEADING TO BEADING. ily P cv.0yi g idi d D as compLya�g with sea Florida Mtn.Edge Min Group Anchor Substrate Distance 6nb•dmanC 4)SEE SHEET 18 FOR OPTIONAL EGRESS LOCK DETAILS. , .() 17 ReYbsd Oma Rerlelere %� E 2-112•x.137 Common Nab P.T.Southern Pile(S( 0.55) 3/8' 2-7110' - 2.117'Rig-shank Racing Nall P.T.Sadlrern Pine(S(1=0.55) 3/8' 2-711V P.T.Southern Pine(SCi=0.55) 1/2 1318' Fiwsi4 Air; Detre RrAsiaw #10 7hmalread SMS Aluminum,808:+76' 316• 0.050` (steel,16 8 S.S. W.Slee!Stud,Cir.33' 3B• 0.0451'(16 GIL) /a ® Dem Lox pQ11 a410S.8J Steel • OBSO •AAIN.OF3 (�( GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F THREADS BEYOND P.T.9adhem Pirie(SG-0.55) 9118' 1318 THE METAL .. 1070 TECFnI01.06Y DRIVE new note 312 SMS Aiumdnmt,6063.75' 3r6' 0.063' SUBSTRATE.FOR N VEtnCE FL 34275 HORIZONTAL ROLLER-LM 05115/15 (steel,18.8 6.S. Std Stud,Gr.33• 3B' 0.050" STEEL STUDS, r; P.O.BOX 1528 or 410 S.S.) MIN.Fu=45 KSI& .- :•. ,• NCW&BS Ft.34274 /yo SootK avosdna No. Rae Steel,A36• 3/8• 0.050" MIN.Fy413 KSI. A LYNN MIU!E�t,P.E CERf OF AM #28296 HR-5510 NTS 2 OF 18 MD-HR-5510 A P.E.A 59705 INSTALLATION DETAILS FOR FLANGE AND EQUAL-LEG FRAMES INSTALLATION OPTION 3 TYP.ANCHOR TYPE, INSTALLATION 21 ROO 23 ANCHORED THROUGH FRAME AND 1X INSTALLATION EMBEDMENT AND EDGE OPTION 4 BucKsrRw INTO.SHEET2.CMu. OPTION'I DISTANCE PER SUBSTRATE, ANCHORED THROUGH SEE INSTALLATION NOTES SHEET 2 (TYPICAL FOR ALL SEE NOTE 2.SHEET 2. - SEE TABLE 2,SHEET 2. ANCHORED THROUGH EDGE DISTANCE FRAME INTO META. •XO°OR'OX"SASH 1/4•MAX SHIM � � . EMBEDMENT FRAME INTO 2XWOOD 18 29 —� FRAME OR Z SHEET 2. 1/4'MAX.SHIM 19 18 30 28 SEE NOTE Z,SHEET 2. pm 13 � � OPERABLE EDGE FLANSEMBEDMENT #10OR#12STEEL SASHFRAME __I_�L SMS(G6).SEE 3739 e _ DISTANCE SHOWN 1_ TABLE 2.SHEET 2. 2 28 TYP.ANCHOR TYPE, s• 2 �IWMAXSHIM FIXED 41 0 0 9 EMBEDMENTAND • 13 LITE VISIBLE EDGE DISTANCE PER • • • 0•• • o SUBSTRATE,SEE • ••s• • �� LIGHTWIDTHTABLE 2,SHEET 2. ••• , • ••• • • O � • 0 0 00 A 66 • DADE APPROVED MU WON, - �a • • 2B FBC COMPLUWT �D VISIBLE 42 EXTERIOR D N. • :*64 • 'I1• •• ALUMINUM/STEEL FRAhffiNO FLANGE LIGHT WIDTH n • •I • • • OR STEEL STUD.MAY BE FRAME 72 240 R O 2S 14 V 4 EQUAL (1)AT MID-SPAN OF INTERLOCK • :00 •• • ulBl1` • • • VERTICAL OR HORIZONTAL SHOWN FRAME (1)3-11Y FROM EACH SASH FUND SEE SUBSTRATE PROPERTIES, (SEE SHEETS B$)TYPICAL FOR ALL SHOWN CORNER AND(1)AT CENTER OF ••• s H • • "! TABLE 2,SHEET 'XO.OR'OX'FDCED MEETING RAL BUCK WIDTH SASH STILESIRAILS ••: ••r` •• 29 HORIZONTAL SECTION A A(OX) s • •� • *00 28 22 RO • •s• BUCK • s 30 16 19 16 (SEE SHEETS 6-8)TYPICAL HEIGHT:•• OR • OPERABLE OPERABLE 20 OPERABLE FOR ALL-COX'SASH 1�3 • • • SASH _ o � 40 o o _ • lose* •y� B3LE• 3739 - l , i o 21 R 0 23 LIGHT 0 ' MEETS 6-8) HEIGHT 28 TYPICAL FOR _ 41 ALL SASH 16 FIXED 0 _I VISIBLE _ e UTE o _ VISIBLE 45 47 LIGHT WIDTH --I LIGHT WIDTH 29 FLANGE 43 - 81 FRAME 87 0 0 0 WEEP OFT. so U 15 SHOWNNOTC 3!4'X1 34 O0 25 R 26 --►I UG VISIBLE H �--`I»1 42 EXTERIOR 1-114'X 1A1• \% 14 V 4 4 2 (SEE SHEETS 8-8)TYPICAL FOR ALL°XOX'FIXED MEETING RAIL 1/4'MAX L BUCK WIDTH _. EQUAL-LEG PRODUCT REVISBD �s" HORIZONTAL SECTION E-E(XOX) FSE %4 lbs ithdoFmrldrt• EQUAL LEO o INSTALLATION AS PER SECTION A-A ABOVE SHOWN g�Code •0 FRAME SHOWN 'r• Rowed By: Dalm R&WdwL INSTALLATION .. EMBEDMENT %. - OPTION 2Rowed BY•' Date: Rewtox ANCHORED THROUGH FRAME DIRECTLY INTO' .:` - 10T Droim Br: " DISTANCE VISIBLE LIGHT FORMULAS _ 6 ly (6 - FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI TYP.ANCHOR TYPE, •:r+ �: ENBEDMENTANDEDGE VERTICAL (EQUAL-LITE,XO&OX) Do:• DISTANCEPERSUBSTRATE, 1070 TECHNOLOGY DRIVE 7mm sEE TABLED STR TE, SECTION B-B WIDTH:BUCK WIDTH/2-4-1/4• -','`.,>;'.:'��-'_'•'':�`'•`- N.VENICE. �' 2T5 HORIZONTAL ROLLER-LM 05/15!15 HEIGHT:BUCK HEIGHT•7.1/4• �,-y;�,�.;....'.:';S`.•-: P.O.BOX 'M ..1.. ,. �• NOKOWS;FL 34274 sw-/Uocw S•xtx Shaetr amwkp Na. Rer. "`��"�''P� CERT.OF ATH.+29298 HR-5510 NTS 3 OF 18 MD-HRM10-01 A P.ES 68705 INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THROUGH FRAME INTO 2X OPTION 7 @0 23 WOOD FRAME OR BUCKSTRIP.SEE INSTALLATION OPTION 5 ANCHORED THROUGH FRAME SEE INSTALLATION NOTES SHEET 2 (SEHEETS 8 8) NOTE 2.SHEET 2. ANCHORED THROUGH INTO METAL(INTEGRAL TYPAL FOR AL1. EMBEDMENT INTEGRAL FON INTO 2X �..... EMBEDMENT FINIFLANGE REMOVED) 710' 'OX'SASH WOOD FRAME ORBUCK- 18 29 STRIP.SEE NOTE 2. EDGE —►I 1f4°MAX.SHIM 13 19 18 30 EDGE SHEET2. DISTANCE 20 OPERABLE 43 I� DISTANCE J-0CHANNEL U10 OR R12 STEEL 40 37-38 SASH o FRAME SHOWN O 1 SMS(Gb),SEE 1T TABLE 2•SHEET 2. O 1 49 26 o o .� VEMBEDMENTANDE. 1/4'MAX SHIM FIXED o r E DISTANCE PER _.I VISIBLE SUBSTRATE,SEETYP.ANCHOR TYPE. FIN AND/OR LTA TTT 711 LE 2 SHE . EMBEDMENTANO EDGE FLANGE MAY BE LIGHT WIDTHDISTANCE PER SUBSTRATE, REMOVED W tELD �� innn REW SHOWN) SEE TABLE 3.SHEET 2. Fff-- 85 87 FRFIN AME _ J • • •• •• 13 VISIBLE 'a 42 SHOWN • • • • • DADE APPROVED MULLI)N, LIGHT WIDTH EXTERIOR • - • • • 29 F13C COMPLUWT •••• ALUMINUM/STEELFRAMING 72 24 25 O 28 14 3 • • • • • • OR STEEL STUD.MAY BE VISIBLE • VERTICAL OR HORROINTAL (SEE SHEETS 8$)TYPICAL FOR ALL LIGHT• ••• SEE SUBSTRATE PROPERTIES. 'XO'OR'OX°FD(ED MEETING RAIL INSTALLATION HEI TABLES 2&3,SHEET 2 BUCK WIDTH • • • � •• •• •• 220 23 OPTION } • • :00:06 (SEE SHEETS HORIZONTAL SECTION C-C(OX) ANCHORED THROUGH ••�• 6.8) • • TYPICAL FOR FIN INTO METAL • • •• •••• 28 30 18 19 16 ALL7(OX' (FLANGE MAY BE REMOVED) • • '• • OPERABLE 20 OPERABLE 43 SASH BUCK 4)WWWREL • a ^' v1 T" • sASH 37-39 `- o SASH o II i SMS(G5},SEE • �_, h • • • 21 R 22 R© LIQ(ij• • OPERABLE TABLE 2,SHEET 2. Hp SASH 28 TTPICAL FOR • I'J o o - 41 0 o I�- • I FIXED _ LITE • • • •j�l.•4ASH 18 I VISIBLE ,F o o '""�1 LIGHT WIDTH • LIGHT WIDTH 1, 000 46 47 OPT. 80 81 FIN o 0 0 FRAME 87 WEEP 29 SHOWN 0 00 NOTCHES � I VISIBLE �� 42 EXTERIOR J�HANNEL 314'X V4' 26 R 28 ��iii LIGHT WIDTH 72 14 1-1f4'X 1/4' 3 (SEE SHEETS 8$)TYPICAL.FOR 1 FRAME 15 ALL7(OX'FD(ED MEETING RAO SHOWN 33 a L BUCK WIDTH - 3 11C MAX HORIZONTAL SECTION F-F(XOX) PRODUcTREV1SE0 o O -iF SHIM (1)AT MID-SPAN OF INTERLOCK INSTALLATION AS PER SECTION D-D ABOVE O(1)3-112'FROM EACH SASH FIN FRAME CORNER AND(1)AT CENTER OF ... Aaoeoa N• 4'�J SASH STILESIRAIL3 TIP.ANCHOR TYPE. Ravtsed 8�: Dut• Rarlatorc Dffic EMBEOMENTAND EDGE DISTANCE PER EDGE DISTANCE Rwlmd W. Date SUBSTRATE.SEE SEE ;t•,.LJ?^. TABLE 3,SHEET 2. —�EMBEDMENT - ® Deeoroffam Drva 61^• VISIBLE LIGHT FORMULAS :; ;6 „ = J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTION 5 VERTICAL (EQUAL-LITE,XO&OX) 6 6 "' 1 Dae ANCHOREOTHRouoHuuTEGRALFIN SECTION D-D ,'. ._'.'`;~ to7O TECHNOLOGY DRIVE Trttx INHOREDT ROUGH INTEL K WIDTH:BUCK WIDTH/2.41/4' .,.%,!?..-�3,•;,;.:`: K.�uC�.Fl-34278 HORIZONTAL ROLLER-LM 05/15/15 HEIGHT:BUCK HEIGHT-7.1f4' •.�... '•• .-:-_ P.O.BOX 1529 STRIP.SEE NOTE 2,SHEET 2. �i�:-,''^'.st.c,�.-t.::,.,`` NOKOMIS;FL 34274 SWICRAD&L Sw7x 9a" Oda�kop No. Rev: IL I' ��'E CERT. OF AUTH.#29296 HR-5510 NTS 4 OF 18 MD-HR5510-01 A P.E.D 637V6 SILICONE STRUCTURAL 718'NO {� —►{ 718•NOM � —�{ 74•NOM. � ---►{ 7A8•NOM �� 114•NOM. I I I I WITH DESICCANT 79 KODISPACE 5/18'AAA Py6 5/18"AAA PVB 5116'A!A PVB 5/16'AAA PVB �'GLASS 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 318"AIRSPACE 4SG TPS 118"A GLASS 118"T GLASS 3118 A GLASS 3/16"T GLASS aEXTERIOR < ]EXTERIOR a EXTERIOR a EXTERIOR INT.GLASS 7679 ' 78.79 7&79 78-79 ALUMINUM REINFORCEMENT GLASS Y—P GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 5110"NOM. BUM& DESK_ 7!8"NOM �•I 7/8'NQM. �•�- -+{ 7B'NOM 718•NO �+— � • . DWRASEAL� I I I I • • n SP CER 07/16°H/H SG 5116"H/H SGJE 5/16"H/H SG 7/16"A/ASG • ••• • • • 7/18"AIR SPACE 3/8"AIR SPA3AB"AIR SPACE 6H6"AIR SPACE INT.Gt'A59'•• 1/8"T GLASS 3/16"A GLA3116"T GLASS 1/8"T GLASS • *00 • 6• 6• •• (�EXTERIOR a EXTERa IXTERiOR �EXTERIOR • 6 • • • �r ••• 000 • 699990 • • HOT-MELT BUM 7679 78-79 ••S`'fRUCTII ••• *so* 7679 • Sluc ova 6 • is*: �6 000000 DGLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 DESICCANT &MR •; 6 S_PACER®NXT7/d —►{ 7ra•NOM. � —1 7rs NOM. EXT. 112'NOM-GLASS I I • • • 76.79 SITE TYP. •• 72 Q 74 7/16"AAA SG 7/16"A/A SG GLASS TYPES 5,7,11&15 INT.GLASS EXTERIOR 114•AIR SPACE 1/4"AIR SPACE ' MAY NOT BE USED INTHE F'OLYISO• DESICCANT FILL AREA 3/16"A GLASS 3116"T GLASS HVHZ ABOVE W. BUTYLENE 5116"NOM. 29 8 75 a EXTERIOR a EXTERIOR GLASS TYPES 10.12&14.18 SEAL 29 MAY NOT BE USED WITH SILICONE SEAL J-CHANNEL OR INTEGRAL ROLL-FORMED I FIN FRAMES STAINLESS ST XL EDGE " 33 PRODUCT _t_ EXr.GLASS SPACER GLASS TYPE 15 GLASS TYPE 16 890 -8w ti " o _ 7** -. N.1fo-t7 14. JR 5/05!16 A) DSPACERS, MOVED'L'T'DETAILS. Q•et 1NT'GLASS TYP.GLAZING DETAIL RMwd W. 02W RerMerc •A"=ANNEALED _ ® pia Oxon W. P•rt0 Deaff"on Namrlal H•=HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI '*=TEMP tK !G 70 Kommmift 4SG TPS Spacer SYStem 'PVB•_.09D"BUTAGTE®PVB BY KURARAY AMERICA INC. f ::+.. , ,.'r j,'•, ::.`:..:',� 1070 TECHNOLOGY DRIVE TI<fe OatC 77 Qlmnex8uwspaearnXrwlhNot MeOBuM Seethe 5G•=.080•SENTRYGLASOINTERLAYER BYKURARAY ,,;_._..�g. .�' ��:,� . N.VEMCE,FL 34M HORIZONTAL ROLLER WINDOW-LM 05/15/15 SIMI for76 Quanex Dumsed Spacer Materiels AMERICA INC -. NiN(OMIS FL134Z74um 79 CaWkW XL Ete spacer FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1. ALV N.I,maid�Ji CEW OF ArrH./29290 SHR-5510 NTS 5 OF 18 MD-HR5510-01 A RE CE TEST REPORTS FTL•0717,8908&8973 SHEET 2. P.E&58706 TABLE 5: bldex to All Design Pressure and Anchor Quantity Tables Max. Mex. Gkaw Rend Deft Pmueme Anchor OwNBY TABLE& TABLE 7: cofft Winn Hwald Type LOW Glass Types Design Pressure pse) ch—Types Design Pressure(Ibafllt) Thme a 5.8 forXOorOXWIndows 5-8 for XO or OX Windows 1 Rend Level R7 AU Buck HeWft up to W Relit Level R2 All Buck HeWde up Lo 64• 83• 6 3 8 7 18 10 _ A 72' 4 10 8 20 10 I Beek Tr +50/-W AA Buck up to 75' +651-70 )m $4• 1 8 17 8 to 7S 84' 2 7 19 8 SEE TABLE 17 FOR ANCHORAGE SEE TABLE 18 FOR ANC140 OX 75- 6-8 3 a 7 19 10 89• 4 11 8 21 11 T2' 4 10 8 20 10 70, 10-12 4 12 8 22 11 14.18 4 12 8 22A 6.8 3 9 7 23 HEADER HEADER 120' 83' 668 4 13 8 24 XDX 769 4 14 8 26 14, or10.12 4 16 8 2614-19 4 18 8 27 •• —.� r-04•MAX M • SECTION DETAIL SECTION DETAIL FOR WINDOWS WITH 21 FOR WINDOWS WITH 21 • ••• • LEVEL R1 REINFORCEMENT LEVEL R2 REINFORCEMENT • •• •• (RINWORCEMENTS SHOWN SASH (REINFORCEMENTS SHOWN Shs^ti WFIGURESAPPLYTOALL HEIGHT IN FIGURES APPLY TO ALL HEIGHT • ••• / 5"CHOR FRAME TYPES 6 FRAME TYPES 6 •• �' STER DETAIL CONFIGURATIONS) 21 CONFIGURATIONS) 21 ••• • • • • •••• •••• • Y1UAX•O.C. —y �+-- • • • •••••• MHOM SILL SILL • ••• • • ••• �,�04 ///� 4 CHOR SASH WIDTH — SASH WIDTH • • CLUSTER DETAIL MEETINGRAIL- Q e e MEETING RAJL 4•MAX O.C. h+— 24 25 21 21 0 21 21 JAMB JAMB rMe gw o dl REVISED 7// 3-AINCHOR maydwFtalQa STER DETAILUSE THESE TABLES FOR ALL WINDOWS AoOCP INSTALLED THROUGH THE FRAME OR Ravlesd W. Dam Revbbm DOW A lf��lWD INTEGRAL FIN. _ JR 05/05/16 A)MOVED CLUSTER 2)FRAME DIMENSIONS ARE BUCK WIDTH AND - DETAILS BYP S•MAX O.C. BUCK HEIGHT(SHEETS 34}SASH SIZE IS AS Ravfwd 8y: DOIN RavPdam mdeal mim 4•MIN.O.G PER THE FIGURE. - 3)FOR SIZES NOT SHOWN,ROUND UP TO THE - NEXT AVAILABLE WIDTH OR HEIGHT THA7 W. J?nf JIM" 4)M14-1/2-114•AND•113.131 DIMENSIONSHOWN ONTHE TAME - ,G( ® DESIGN PRESSURE TABLES J ROSOWSKI !3'INDICATE 6 � �u 72-AINCHOR THOSE STANDARD SASH CONFIGURATIONS - 1070 TECHNOLOGY DRIVE 7RdmFALL WITHIN THE SASH WIDTH RANG IN THE N•VENICE,FL 34275 HORIZONTAL ROLLER-LM 05/15/15 STER DETAIL ADJACENT COLUMN.'CUSTOM!INDICATES %:'.';,.. ..... P.O.BOX 1529 THAT NO STANDARD SASH CONFIGURATIONS ��::` NNW"FL 34274 Swim Shseh Oro hep No. FALL WITHIN 7HE RANGE. A.LYNN MamL P.E HR-5510 NTS 60 18 MD-HR5510-01 A P.E068706 CERT.OF AURL,29288 TABLE& Giese Types Dea(gn Pressure(Ibefie) 5-8 for XO or OX Windows Rehd Leel R3 A9 Buck HoMhts up to 63' AN Birk WkOhs +501-50 HEADER up to 76' SEE TABLE 19 FOR ANCHORAGE TABLE& Glass Types Design Pressure MW A)brXOX 5-8 Sash Sash wicbbRebd Leel Ca�safion ( Y1Snd ck Range k�) Fdow Buck Hew SASH R3 48• 54• 63' •• HEIGHT 35.114'111.391-12016 11.391-11.3M +50.0 -500 +30.0 50.0 +50.0 50.0 • • W. 12305-12309 +50.0 500 +50.0 -%0 +50.0 50.0 moom i •••i • ••• : •••• 022 45-lff 11.391-1x391 +50.0 500 :50.0 50.0 +50.0 50.0 • • • • • 1a395-14.653 +50.0 500 +50.0 500 +50.0 50.0 • •••• • • 11.391-12297 +500 50.0 +50.0 50.0 +500 50.0 47,V4- 12205.15.556 +%0 500 +50.0 500 +50.0+500 500 +50.0 %.0 +50.0 400 • ••• • •• •• •• SILL 1�352-U6° �/+-yl-y+ 12017-13397 +500 500 +50.0 500 +500 4A0 • • • • • ••• 000 • •••••• o Ys-K-X 13.398-17.016 +50.0 1 500 +50.0 500 +50.0 400 • • Custom 11.391-7&891 +50.0 500 +50.0 500 +MO 500 ••• •••• •••• • • • • SASH WIDTH (� 80' Y,%-Y. 19.395-15.36D +50.0 500 +50.0 50.0 +50.0 50.0 • • •••• as • ••• 3(-)'i-1G 361-19.641 +50.0 500 +50.0 40.0 +50.0 40.0 • • • • Custom 11.391-1&397 +5D.0 500 +50.0 50.0 +500 -MO • o o MEETING RAO_ 75• Y4.%.X 13.398-19.110 +50.0 -60.0 +50.0 400 +500 50.0 • ••• • ••• •••••• Ya%-Ye 19.111-24.641 +500 -%0 +5(10 50.0 +50.0 -%0 • • - Custom 1&380-19.391 +500 500 *50.0 50.0 +457' -49.11 • ••• ease • 22 22 96• )J-%-)6 19.398-24.360 +600 50.0 +59,0 40.0 +50.0 500 • • JAMB ! Custom 24.361-30280: 4.361-30.380 +50.0 -MO +50.0 50.0 +%0 50.0 120• X-%-y. a -30.360 +50.0 1 500 1+51101 49.0 +491•149.111 •+50150 FOR GLASS TYPES 6.8 SEE TABLE 23 FOR ANCHORAGE •'MIN.SASH SU=WINDOW WIDTH-59.28 SECTION DETAIL 2 FOR WINDOWS WITH LEVEL R3 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY MALL FRAME TYPES 8 PROI7UCr REVIS&D CONFIGURATIONS) qf Bo ymgw4/b�F r Rer AarepleoC: •0 .17 4' ?� - By d 8y. Dots: Revtetme bliss Dsde Puvtuce .....,.., _ Dnnm W. NOTES: 6 (`t.1E7 ® DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FW. ^,-��' �,f� 1070 TEpiNOUM DRIVE 7I6e: Dow 2)FRAME DIMENSIONS ARE BUCK WIDTH AND SUC2C HEIGHT(SEE SHEETS 34 SASH SIZE IS AS PER THE FIGURE - N.VO4M FL 34278 HORIZONTAL ROLLER-LM 05/15115 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE P.O.BOX 1529 4rlXl2-lW AND`1f3-113-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHgJ THE SASH WIDTH - `_ NOKOMIS;FL 34274 p Soofc SRS Dmwlnp No. Ww RANGE IN THE ADJACENT COLUMN."CUSTOM"INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITF9N , A LYNNR ff E`f(,P.E OF�#29206 HR-5510 NTS 7 OF 18 M D-HR5510-01 A THE RANGE P.E.6SBM TABLE 11: TABLE 12: TABLE 13: Glass Types Design Pressure(Um&)for Glass Types Design Pressure(lbelft)for Giasa Types 5.8 10.1281418 886 Swill 8�q Design Pressure(�afll1)forXOXWMdowe TABLE 10: XO or OX Windows XO or OX Windows Lem qp(i ) R"LOW Wqukss Back HddO RagIL Luss9 Wggow Buds Hu1�11 new C'imitl (in) 48' Buck Glass Typos Desfge Pressure pmai r) R4 48' 84' or R4 54• 83 76' R4 �' 0.7 s3• 6-8 forXOor OXWindowsculam 11.381.13.387 -me -70.0 +8.0 -no +85,0 -70.0 +68.0 4UL3 25117' +850 •70.0 +830 •70.0 +85.0 -70.0 26.117' +85.0 -110.0 +830 -110.0 fBtLO -110.0 Ral1d.Lumel R4 M Buck 11epi11a up to 72' 28" +860 -70.0 +850 -70.0 +85.0 •70.0I 28' +850 -110.0 +840 -710.0 +65.0 •110.0 67 W)S-)6 13.399.15.3M +85:0 -70.0 +6&0 70.0 +05.0 70.0 +610 40.0 AN et•k Wk6gs x 3B• +es.o -70.0 +950 -70.0 .e5.0 -70.0 38' +860 -110.0 .e6o also +88.0 410.0 Y6- Y 15.381.10.641 +�.o moo +eao Tao +669, Tao .eeo -70.0 LIP to 75' +501-w 47 +05.0 •-&0 +850 -70.0 +85.0 -70.0 42• +88.0 -110.0 +85.0 .110.0 +65.0 .110.0 Custom 11.391-13-W +88.0 470.0 +6.0 -WO +e33 49.3 +632 432 48' +85,0 .70.0 +65.0 .70.0 +840 -740 48' +850 .110.0 +630 -110.0 +85.0 .110.0 7s' YY% 13.398.19.110 +M0 70.0 +65.0 70.0 *850 -K5 +582 882 SEE TABLE 20 FOR ANCHORAGEY'Y,% 19,111-20.841 +88.0 70.0 +85.0 70.0 +@6.0 4110 -0.0 438.0 87 +830 -70.0 +859, -70.0 *85.0 •70.0 B7 +830 -1'Ip.O +68.0 •110.0 +88.0 -93.9 75' +BSo .70.0 +630 -70.0 +84.3' -84.& 75' +850 -1.0.0 +85.0 -103.5 +659, -80.0 Clstottu 18.380-19,397 +65.0 70.0 •t�.8 4p.B *Sa8 d6.S +48.1 191 •+ -70 FOR GLASS TYPES 8.8 SEE TABLE 22 FOR ANCHORAGE Y-Y-Y 19398-23.380 +660 70.0 +821 4321 " 0 +80.3 •80.3 SEE TABLE 21 FOR ANCHORAGE tue0om 24.381-30.380 40.0 70.0 +�.0 70.0 +65.0 81.3 +57.0 SAA TABLE 15: 117 Y_)/NY -90.380 1+66.0 1 70.0 1+68.8 -59.11J-53.5 436.5 1-49.11 191 Glass WINDOW WIDTH-5928 SEE TABLE 24 FOR ANCHORAGE Types Sash Sash Windows PreesYre(g48Rt�)for XOX HEADER "MIN.SASH SIZE=• 2 yyyyq(k+) Nu Windows TABLE 14: r dow Buck HWW 4izT4B 48• 54. Sr �i m e� �, � Design Pressure(BtaAls)for XOX Windows Wk6q 000 custom 11.398-1Jl397 4$5.0 -110.0 +850 -110.0 +86.0 -110.0 Read Lstel Contytvadan Rwea on) WIndw Buck Hftlt W 13.398 114360 +86.0 410.0 +85.0 410.0 +65.0 410.0 PA 4e' AV or • ••e �i- iii 15.381-19.641 085.0 -11x0 +RSo 410.0 +8ao .110.0 ;HEIG Custom 11.391-13.397 +BS.0 70.0 +85.o -70.0 +5.0 -Me +0.0 70.0 • •fusism 11. ,1 186.0 410.0 +66.0 410.0 +86.0 41MO 87 Y+-YIX 11396-15.380 +65.0 -70.0. +85.0 70.0 +86.0 -0.o +80.0 7ao H )51j 1� 1a3st-10.eat +reo -0.o +66 0 70.0 +BE o -0.o +66.0 mo • ••• 4} 76'• _% 13.398-1 110 +65.0 -110.0 +660 410.0 +860 41ao HT•Y-)�4e leil6-24.861 +840 41MG +O.D 410.0 +55.0 -110.0 Cuslam 11x'1-13.397 +85.0 -70.0 +85.9 70.0 +66.0 -70.0 +86o -me 77 Y_) Y 13386-19,110 +65.0 -7ao +6aD 70.0 +85.0 70.0 +55.0 70.0 • 17. - 0 41MO +85.0 -110.0 +85.7 -194.8` Y_ Y 18.111•24.641 +86.0 -7ao +66.0 70.0 +65.0 -0.0 +86.0 -70.0 • •:e es' •3Ffi-Y 19.388 +e6.0 -1140 .�.0 -110.0 + .7 •109.6' cuemm 18.360-19397 +85.0 7ao +65.0 .740 +80.0 -0.0 +65.7 8T.2- • 24.38 - 1 0 410.0 +65.0 410.0 +BB.0 -1109, 86' JQ-jS•)( 19.9se-20.360 +66.0 -70.0 +;2 -70.0 +85.0709, +85.7 •698• 1�' Y_�y_Y 28,801-52618 +85.0 -110.0 +860 -1140 +66.7 -104.8' pstom 21,361-30M +659, 70.0 +�.0 70.0 +�,0 - .0 +48.0 -70.0 Y-'/s-34 3201 - +O.0 -115.0 +88.0 -1140 +66.0 41MO 147 Cuaddh �••�t88 ao -110.0 +�.0 -1140 +85.7 -104.8• t 127 Y4-)S-Y4 '�•� +� 70.0 +BS.O 70.0 +�.0 70.0 +�.7 872' • •+85F770 TYPES 110 12 •• SEE TABLE 26 FOR ANCHORAGE +661-70 FOR GLASS TYPE WIDTH-59.28 SEE TABLE 25 FOR ANCHORAGE • • • ••MIN.SASH SIZE=WINDOW WIDTH-60.72 "MIN.SASH SIZE= 2 • •••• •••• • • 2 TABLE 18:• • (tea Typeo 0•• 21 Design Pressure(IbsM)for XOX SASH WIDTH sem, skft Windows 3 SECTION DETAIL Rokn Lmel Gamt9laatbm M) Wkdaw Buck He%# MEETING RAIL FOR WINDOWS WITH R4 0.7I Be 63' LEVEL R4 REINFORCEMENT Custom 11.391-13.397 +86.0 110.0 +85.0 1-110.0 +65.0 -110.0 26 (REINFORCEMENTS SHOWN 60' Y%-Y 13.398-15.360 +860 -110.0 +85.0 1410.0 +65.0 -110.0 IN FIGURES APPLY TO ALL %-)S-Ya 18.381-19.801 +8a0 Alao +BaO -110.0 +68.0 410.0 23 23 FRAME TYPES& CONFIGURATIONS) 'GLASS TYPES USED 8 H Clshsn 11.391-18.397 +88.0 -110.0 +86.0 -110.0 +88.0 -1�.3 JAMS IS��TI� o MAY NOT L USED WITH 78' Y-Y-Y 113.398-19.110 +85.0 -110.0 +65.0 -110.0 +88.0 -1010 V J-CHANNEL OR INTEGRAL PRODUCE REVISED FIN FRAMES as ceiap7ymgvriptheP )J-)4-35 119.111-24.641 +65.0 110.0 +85.0 410.0 +65.0 -102-9 .T4s 16-0 •�9A wmm 17.841.19.397 +*65.0 -110.0 -85.0 -1109, +65.0 8r.4 Rert«d� Iewt�ora I� C 96' Y_y,_Y 19.395-14.380 +Bao 110.0 +85.0 -110.0 +85.0 4)2.0 now S Custom 24.381-31.801 +86.0 -110.0 +85.0 -110.0 +85.0 418.4 - Yo-Y-Y 29.641-32515 +65.0 410.0 +$g0 -1099 r"A •64.3 R fiwdW. Dabs Rahlom Pmdoa 127 Y-X-16 3x518-39.641 +86.0 -110. +Bao -1�.0 +88.0 .80.8 140' Custom -38.841 +85,0 410.0 +Bao 1.105.01+66.0 •80.0 - ...• - Brmrn 8x SEE TABLE 27 FOR ANCHORAGE -_ 77 ® DESIGN PRESSURE TABLES J ROSOWSKI NOTES: _ .r .� ,�L�-f I I� 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN AS ALLOWED BY GLASS TYPE 1070 TECHNOLOGY DRIVE lXw Oa1x 2)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 31).SASH SIZE Is As PER 771E FIGURE. ,n` tL VEXIM FL 34278 HORIZONTAL ROLLER-LM 05115/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. `.',;, ;., P.O.BO% 1829 4)'U4at2-114'AND'V3-113.1/3'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE ,, NOKONL4,FL 34274 gip S� S!setr postop No. Raw IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS WITHIN A.LYNN:►+a l ck�P.E CERT.OF Aum.#29298 HR-5510 NTS 8 OF 18 MD-HR5510-01 A '.'988705 TABLE 17: Glass Types Anchor QuanUhes for XO or OX Windows Max.Anchor O.C. Anchor Anchor 5-8 Seah Spacing for"Integral- Group E Group F 30"Height 38'Height 48"Height 54°Height 30"Height 38 Height 48"Height 54'Height " Whieh Head Head Head Head Head HeadIII Head Head Fin Installation 3.8' 4' Reint lei M) &Sin m &SUI m &SUI &Sill &SUI &SIU &Sill W &SUI R1 Anchor Group A AnchorGroupC GUIDE TO USING ANCHOR QUANTITY TABLES FRODLICTREVISED 25-12" 12.147 1+C2+1 2 1+C2+1 31 1+C2+1 13 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 31 1+C2+1 3 � � FOR OX WINDOWS(XO SIMILAR): 28" 13,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ANCHOR QUANTITY �`" 4,0444 PERJAMS Ix 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+02+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 B 42" 28.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2+C3+2 3 HEAD AND SILL ANCHOR QUANTITY: M 48° 23,397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 i+C2+1 3 1+C2+1 3 (2)ANCHORS AT THE FOO=D SECTION +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL 80' 29.397 2+C2+2 2 2+C2+2 3 2►C#2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C1+2 3 2+C2+2 3 +(2)ANCHORSATTHESASH a 75" .897 2+C2+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 TOTAL OF 7 ANCHORS AT THE HEAD AND 7 ANCHORS AT THE SILLRi I • • Anchor Group B Anchor Group D SEE ELEVATION,SHEET 1 •• •25.12' 12.147 1+C2+4, 2 1•IC2+1 3 1+121.1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 9+C2+1 3 1+C2+1 3 SEEELEVATION,SHEET 128" 43H39i 1+C2+1 2 1+CZ+1 3 i+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 sEECLusTERDETA1LS,sHifTa 38" 17.397 1+C2+ Z 1ip2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+02+1 3 1+C2+1 3 1+C2+1 3 N.397 1+C2+ + +1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION, ca48" 23 1+C2+1 + +1 3 1+C2+ 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEESHEET 1 �ELEVATION,+2 ! 4•dC2+2 3 2+C2+2 3 2+C2+2 3 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SHEET 1MEETING RAIL 9.99} 2+C2+ t l+C2+2 -3 2+C2+2 3 2+C2+2 3 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Z�iLL•••• •••• SEE TABLE 6 FOR DESIGN PRESSUREREPETANCHOR PATTERN AT SILL XFOR XOX WINDOWS: 1 z m 2Ja T ••;••• Anchor Quantities for XO orOX Windows ANCHOR QUANTITY o o oD PER JAMS 5-8 :�• 30"Height 488"Height 48"Height 54'Height 30'Height 38"Height 48"Height 'Height - z a zLL• }} iw Head E Head E Head b Head E Heed E 1+C3+2+C3�IvrwmA-NAND SILL ANCHOR QUANTITY: O Relnt Level r� m m m m CHORATTHESASH J p� •••• &Sig &SUI &SUI &SIU &SUI -, &SIU &Sill &SUI H +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL ggg O 1 45 R2 Anchor Group A Anchor Group C +(2)ANCHORS AT THE FDO D SECTION ® Q +A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL D Z 25-12° 12.147 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 +(1)ANTOTAL OF 10 ANCHORS AT ANCHOR AT THE SASH AND 1 THEAD ANCHORS AT THE SILL CY 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Z 31- 38' 7.397 1+C2+1 2 1+C2+1 3 +C2+1 1tC2+1 3 o O O o Y m 42' 20.397 Iot Allowed 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 = N Ln SEE ELEVATION,SHEET 1 U 0 h11 48- 23,397 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 SEE ELEVATION,SHEET 1 ° Q = _ 7 2+C2+2 2 2+02+2 3 2+C2+2 3 qtQkLens •,mss 76' 38.897 2+C2+2 2 2+C2+2 +C2+2 2+C2+2 3 1 SEE ELEVATION, Anchor Group E Anchor Group D E X_ O X SHEET I 26.12" 12.147 i+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ELEVATION, 28" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1NC2+1 3 1+C2+1 3 1+C2+1 3 SHEET MEETING RAL STER DErSEE � 38" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+i 3 1+C2+1 2 1+02+1 31 1+C2+1 3 1+C2+1 3 REPEAT ANCHOR PATTERN AT SILL SHEETS 42" 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 t+C2+1 3 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 G '� 6 ` m l6 NOTES: ` G'�y/ ;;�•_ 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2+1 3 1)FRAMEDIMENSIONS ARE BUCKWNTH r ( UCK g0" 29,397 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+02+2 3 2+C2+2 3 2+C2+2 3 Max.Anchor O.C. Anchor SND SIZE IS AS (SEE SHEETS S O SASH SIZE IS AS PER THE FIGURES ON moi.'..•:.,.- :C'Jf 1`L•;;,.,`�'r '�~ 75" 38.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Spacing for"Integral- C�othp F SHEETS O.8, SEE TABLE 7 FOR DESIGN PRESSURE Fin"Installation 4" 2)FOR SIZES NOT SHOWN,ROUND UP TO •, '�` t`� THE NEXT AVAILABLE WIDTH OR HEIGHT ' A LWrotS lA�PE DIMENSION SHOWN ON THE TABLE P"W706 r 7: TABLE 1S. Claes Types Anchor Quandtles for XO or OX Windows Max.Anchor O.C. 5-e Sash 3(r for"Integral- Width 30'ugh 36'Height 48'Height 54'Heigh 83'Height 3('Height 38'Heigh 48'Height 54'Height 83'Height Fin"Installation Head Head Head Heed Heed Head HeadIII HeadIII HeadIII Head Anchor Anchor Retnt Level on) Head SB &SgIII &Sol III-, &SUIIII &Sul &SIII , &SUI it Sin &SUI &Sill Group E croup F � Anchor Group A AncchorGroup C 3G 4° PRODUCTRSVImww4tyftwith umPkft 25-1/Y 12.147 1+C2+1 21 1+C2+1 3 1+C2+1 14 1+p+1 41 1+C2+1 4 1+C2+1 21 1+C2+1 3 1+C2+1 41 1+C2+1 4 1+C2+1 4 I%ICo"O 2r 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 jD20 38' 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+=+1 4 1+132+1 4 By m 42' 20.397 1+C2+1 2 1+t2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+p+1 4 1+t2+1 4 48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Rm 80' 29.397 2+02+2 2 2+(2+2 3 2+C2+2 4 2+C2+2 4 2+p+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 • 75' 36.897 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+132+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 a • Anchor Group B Anchor Group D • •••• 2 rr 1pj. 1L 43 132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+(�+1 4 1+Cd+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1 Ft.2+1 4 �1 Q • • • •0 see* 1 .397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 '1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 "a++ • 38' 1f.39r f►C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 o 9 42' 20.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 O im BID 71; • •••• 4r 2B•397• +C2+1 2 1+C 2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 } Ln (7 N N � � • • •• • �, +132+2 2 2+132+2 3 2+132+2 4 2+C2+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 (9 •••s • W 3j. Z+C2+2 2 2+132+2 3 2+CZ+2 4 2+CZ+2 4 2+C2+2 4 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C+2 4 Z Pi to g U iL m_ • • SEE TABLE 8 FOR DESIGN PRESSURE U U_ X y • •••• • • • 000.00 thi�lr po • cZ mX J s.a 20: • • Max.Anchor O.C. o R O v w :*a* Anchor Quanddes for XO or OX Windows �z n.z �'Be Gas • •• Spacing for"Integral- ~ w 0 • • •i-8 ��• 3(r gh 48'Height 54'Height 83'Height 77 Height 30'Heigh 36'Height 48'Height 54'Height 63'Heigh 72'Heigh Fkt'Installadon � J Heed Head Head Head a Head Head Head Head Head Head Head Head n J O Rehd Lerei 010 0IIIIII IIIIIIIII % I Anchor Anchor g 7 w vs &SW a SUI &Sm &Sip &Sin &Sul ' &Sip &SN &sm &Sip &S@ &SIII Group E Group F ® a R4 Anchor Group A Anchor Group C 3.2' 4' F�- 25-1/2' 12147 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+t2+1 5 U' F Z 28' 13.397 1+132+1 2 1+132+1 3 1+132+1 4 1+132+1 4 1+132+1 5 1+f�+•1 5 1+132+1 2 1+132+1 3 1+132+1 4 1+(2+1 4 1+132+1 5 1+132+1 5 � Z � N O m 3(' 17.397 1+02+1 2 1+02+1 3 1+132+1 4 1+132+1 4 1+132+1 5 1+p+1 5 1+132+1 2 1+132+1 3 1+(�+•1 4 1+C2+1 4 1+(2+1 5 1+133+1 5 O 2 � U m 42' 20.397 1+132+1 2 1+C�+1 ul 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 1+02+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C�r1 5 v z Q 48' 23.397 1+132+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+p+1 5 1+C2+1 2 1+C2+1 3 1+(Z+1 4 1+C3+1 4 t+C3+1 5 1+133+1 5 Q = _ 80' 29.397 2+02+2 2 2+p+2 3 2+132+2 4 2+03+2 4 2+C3+2 5 2+04+2 5 2+C2+2 2 2+p+2 3 2+C2+2 4 2+03+2 4 2+C3+2 5 2+C4+2 5 NOTES: anti Baa s 1)FRAME DIMENSIONS 75° 38 897 2+02+2 2 2+02+2 3 2+p+2 4 2+C3+2 4 2+04+2 5 2+C4+2 5 2+02+2 2 2+02+2 3 2+133+2 4 2+C3+2 4 2+04+2 5 2+C4+2 5 ARE BUCK WIDTH ANDtrr; Anchor Group B BUCKHEIGHT(SEE ti:?i"V, ' Anchor Group D :.. SHEETS 34).SASH SIZE IS ;;EPl;;.r '•.•'j •- 251P2' 12147 1+132+1 2 1+132+1 3 1+132+1 4 1+(x+1 4 1+( +1 5 1+C2+1 UI+C24 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 AS PER THE FIGURES ON 28' 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C2+1 5 �EETS 38' 17.397 1+C2+1 2 1+(2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 2 1+02+1 3 1+02+1 4 1+C2+1 4 1+C2+1 5 1+C3+1 5 2)FOR SIZES NOT42' 20.397 1+132+1 2 1+132+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 OWN,ROUNDUPTOm THE NEXT AVAILABLE ,48' 23.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+p+1 2 1+C2+1 3 1+C2+1 4 1+03+1 4 1+p+1 5 1+C3+1 5 STN OR HEIGHT Y } 1 DIMENSION SHOWN ON80' 283972+C2+2 2 2+C2+2 3 2+02+2 4 2+03+2 4 2+C3+2 5 2+04+2 2 2+C2+2 3 2+C2+2 4 2+C3+2 4 2+C3+2 5 2+C4+2 5THE TABLE2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+04+2 5 2+04+2 2 2+C2+2 3 2+133+2 4 2+133+2 4 2+CA+2 5 2+CA+2 5 3)SEE SHEET 8 FOR A SEE TABLE 10 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYNN MR I ER,P.E. TABLES. P"58706 TABLE : GI85a Types Anchor Ouantitles for XO or OX Windows Max.Anchor O.C. Anchor 6-8 Sash 30"Hoot 36-Heft 46"Height 54"Height 63°Height 30°Height 36"Height 48 Height 54"Height 63-Height Spacing for"Integral- Gmp F Head E Head £ Head Head E Heed B Hoed Heed £ Head a Head E Head Fin"Installation Reint Level �) &Sitl 10, &Q111 &SOI 8 SIO -m, &Sm &SIO &Sm &Sib � &SOI &Sltl R4 Anchor Group A Anchor Group C msumnumn PmrM. 25.12' 12147 1+C2+1 2 1+C2+1 3 i+C2+1 4 1+C2+1 4 1+C2+1 4 A 16 11 4 ill 26" 13.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 Exrerazio"t�me 2D'!D 36" 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4i m 42" 20.397 NotAllowed 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+62+1 4 48" 23.397 1462+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 W 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+C2+2 4 x 75" 36.697 2+C2+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+03+2 4 4. • • Anchor Group B Anchor Group D Q • • 25- 12143 •1+62-1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 • •• 13 397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+02+1 4 � 0 .- •• ••• Y • 36" 17.39 •1+C7;i 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 4 1+C2+1 2 1+C2+1 3 1+62+1 4 1+C2+1 4 1+62+1 4 � o N o • O • m 117 20.39 1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+62+1 4 1+62+1 2 1+C2+1 3 1+C2+1 4 1+62+1 4 1+62+1 4 •• ••• 4!'• 23.397 �I 1 2 1+C2N 3 1+C2+1 4 1+62+1 4 1+62+1 4 1+62+1 2 1+62+1 3 1+62+1 4 1+C2+1 4 1+C2+1 4 N N 61096 •op-• 29.397 2�►C282 2 2+02+2_ 3 2+(2+2 4 2+C2+2 4 2+C3+2 4 2+C2+2 2 2+C2+2 3 2+C2+2-14 2+C2+2 4 2+62+2 4 0 0, R� 8 • •Bq• 36.697 tp02+2 2 2+62+2 3 2+62+2 4 2+62+2 4 2+63+2 4 2+62+2 2 2+C2+2 3 2+C2+2 4 2+C2+2 4 2+02+2 4 Z u m m 0 • ••• U(Wj X N Cl) •••• 0000 SEE TABLE 11 FOR DESIGN PRESSURE W '^N �W m g LE 22: -060600 OtASS TYPES o> Y J J CO • Types • Anchor Quantities for XO or OX Windows 10-11&14-16 MAY c q O °� • • 5.12&14=6 • 00.00• NOT BE USED e-Z 0.Z W 30' ft 3G Haight 46"Height 54"Height 67 Height 76"Height 30"Height 36-Height 46-Height 54-Height 63"Height 76"Height WITH.l-CHANNEL } W �� • OR INTEGRAL FIN {— t Letel ••ilD) • i Head Head Head Head Head Head Head HeedIII HeadIII Heed Heed FRAMES F. JO • ••i R4 • • &Sur &SOI &SillIII &Sin &SIII &SIII &mn &Sill &Sill ' &SOI &Sill &SIII ' z 0 ••• Anchor Group A Anchor Group C ® � _ _t 2512' 12.147 le 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+p+1 5 (J Z 28- 13.397 1+C2+1 21 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+p+1 5 1+C3+1 5 Z •°n Y 36- 17.397 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+p+1 5 1+C4+1 5 0 = N m In 42- 20.397 Not Allowed 1+C2+1 2 1+C2+1 3 1+p+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 U 0 �. 23.397 1+C2+1 2 1+C2+1 3 1+p+1 4 1+C3+1 4 1+p+1 5 1+C4+1 5 0 Q 2 = W 29.397 2+C2+2 2 2+C2+2 3 2+p+2 4 2+C3+2 4 2+C4+2 5 2+C4+2 5 NOTES: T5' 38 897 2+C2+2 2 2+C2+2 3 2+C3+2 4 2+C4+2 4 2+C4+2 5 2+C4+2 5 1)FRAME OWENSIONS ARE BUCK WIDTH AND Anchor Group B Anchor Group D BUCK HEIGHT(SEE ,ij.,''4. SHEETS 3-4).SASH SIZE I 2512' 12147 1+C2+1 2 1+62+1 3 1+C2+1 4 1+62+1 4 1+C2+1 5 1+p+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C2+1 5 1+p+1 5 AS PER THE FIGURES ON t. 26° 13.397r 2 1+C2+1 3 1+C2+1 4 1+C2+1 .4 1+p+1 5 1+p+1 5 1+f2+1 2 1+C2+1 3 1+C2+1 4 1+C2+1 4 1+C3+1 5 1+C3+1 5 SHEETS 68. 36- 17.3972 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+C3+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+C2+1 4 1+C3+1 4 1+p+1 5 1+C4+1 5 Y 2)FOR SIZES NOT _ • y 42' 20.3972 1+62+1 3 1+p+1 4 1+63+1 4 1+p+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+63+1 4 1+63+1 4 1+p+1 5 1+C4+1 5 SHOWN,ROUND uP70 THE NEXT AVAILABLE - 48' 23.3972 1+C2+1 3 1+p+1 4 1+C3+1 4 1+C4+1 5 1+C4+1 5 1+C2+1 2 1+C2+1 3 1+63+1 4 1+C3+1 4 1+64+1 5 1+C4+1 5 WIDTH OR HEIGHT 60` 28.3972 2+62+2 3 2+p+2 4 2+63+2 4 2+64+2 S 2+C4+2 S Z+C2+2 2 2+C2+2 3 2*p+2 4 2+63+2 4 2+C4+2 S 2+04+2 5 DIMENSION s11owN ON THE TABLE.75° 36.8972 2+(2+2 3 2+p+2 4 2+64+2 4 2+64+2 S 2+04+2 S 2+C2+2 2 2+62+2 3 2+p+2 4 2+C4+2 4 2+C4+2 5 2+ +2 5 3)SEE SHEET B FORA �'r,•,..,t' _ E. SEE TABLE 12 FOR DESIGN PRESSURE GUIDE TO USING THESE A LYF E.#5 705 P.E. TABLES P.E. 887Qb ' ` r TABLE 23: Gins TAM Anchor Quanddes forXOX Windows 5-8 9eah Sash 24'mHeighI 30"Height 36'Heigh I 48'HeIgh 64'Heiyu 83'H4ht 24'Height W Heigh 36'Haigh 48'Heigh I 54'Heigh I 63' Heigh contyuatlon 1M�1 R LOW ftrV(n) Head 8 Sof Head 8 S® Head 8 Sn Hoed 8 S0 Head 8 SID Head 8 39I Hsad 8 S® Fkad 8 SBI Fbad 8 SBI Head 8 S70 Head 8 SIO Haad 8 StB Anchor Group A Anchor Group C PRODUCT REVISED 3544 Ye-Y'a-% 11.391-11.391 1+at+C+C2+1 2 7+02+0+02+1 2 1+TKO+02+1 3 1+C2+WCC+1 4 1+02+6002+1 4 1+02+0+02+1 4 1+C�+O+C2+1 2 7+CNOFC2+1 2 7+C2+OfC2+1 3 1+02+0+02+1 4 1+t�+0+C2+1 4 1+f�+OfC2t1 4 �>' a 36' -X_)'(i 1230.12.308 i+C�2 0+C2+1 2 1+C2+0+CZ+1 2 7+C2+OH�+1 3 1+4:1+0+(, +1 4 1+C2+0+02+1 4 1+C2+0+C2+1 4 1+(2+0+Ce2+1 2 1+C2+0+C2+1 2 1+C2+OH2+1 3 1+C2+0+C2*7 4 1+CZ+O+C2+1 4 1+C2+OKx+1 4 A No (p�Qdblg 0k14y._Yf,_14 11.391-13.397 7+C2+4+C2+1 2 1+f2+O+C2+1 2 1+C1+0+2+1 3 1+C2+O+C2+1 4 1+C2*O+C2+1 4 i+C2+O+C2+1 4 7+C2+O+C2+1 2 7+C2+WC2+1 2 1+C2KNC2+1 3 1+C2+O+C2+1 4 1+(2+O+C2+1 4 1+C2+O+C2+1 4 � 20 451/8' Ya-36-Ys 13.398-14.683 1+C2+O+C,2+1 2 1+C2+p+O2+1 2 1+(2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 7+C2+0+C2+1 4 1+C2+0+C2+1 2 7+C2t0+C2+1 2 7+G2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1+C2+OK2+1 4 By %-y/% 11.391-12287 1+(2+1+c2+1 2 1+C.2+1+C2+1 2 1+t2+1*(2+1 3 1+C2+1+C2+1 4 7+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+t2+1 2 1+C2+1+C2+1 2 1+t2+1+C2+1 3 7+C2+1+C2+1 4 1+t2+1+C2+1 4 1+C2+1+C2+1 4 M Productcad 473!4' 122N-18.558 7+CZWK7+1 2 1+02+0+02+1 2 1+f2+OHx+1 3 1+C2+OK2+7 4 1+02+0+02+7 4 1+C2+O+02+1 4 1+C2+0rC2+1 2 1+{2+OK2+1 2 1+C2+0+t2+1 3 1+Cd+0+01+1 4 1+C2+OK2+1 4 7+02+0+02+1 4 _ Custom 11.391-12016 1+(2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+52+1+C2+1 4 1+C2+1+C2+1 4 1+(2+1+C2+1 d 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C1+1 3 1+C2+1+C2+1 4/+C2+1*C2+1 4 1+C2+1+C2+1 4 4 82-18' _j/a.y 12017-13.307 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1*C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1*C2+1 4 1+Cx+1+C2+1 2 1+0.1+7+02+1 2 1+(x+1+0+7 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 N 13.398-17.018 1+C 2+O+C2+1 2 1+C2+0+C2+1 2 1+(x+OMx+1 3 1+C2+0+C2+1 4 1+(x+0+•02+1 4 1+(2+0+(2+7 4 1+C2+O+Cx+1 2 1+C2+0+O2+1 2 1+(x+OKx+t 3 1+C1+OHx+1 4 1+C2FOK2+1 4 7+C2+0+C2+1 4 C tom 11.391.13.387 1+22+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1*C2+1+C2+1 4 1+C2+1+C2+•1 4 7+C2+1+C2+1 4 7+02+1*(2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2*1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1,10 _ • 80' Y- -s 13. -1Q. +22+1+02+1 2 1+02+1+02+1 2 1+C2+1+01+1 3 1+02+1+02+1 4 1+02+1+02+1 4 1+t2+1+C2+1 4 1+C2+1+02+1 2 1+Cd+1*(2*1 2 1*t2+7+C2+1 3 1+02+1+02+1 4 1+02+1+C2+1 4 1+02+1+02+1 4 Y a •• 34-74-)4 15.381,19.841 T'+C2+O+C2+1 2 7+(2+0+(2+1 2 1+02+D+C2+•1 3 1+(2+0+C2+1 4 1+(2+OK2+1 4 1+C2+0+C2+1 4 7+C2+0+C2+1 2 1+C2+OKx+1 2 1+C2+OK:2+1 3 1+C2+0+2+1 4 1+C2+O+O2+1 4 1+C2+O+C2+1 4 �5 • � r •• • 11.38 -13.397 Mt2+3+C2+1 2 7+01+3+(2+1 2 1+C2+3+0.2+•1 3 1+C2+3+1 1 1 4 1+C2+3+C2+1 4 1+C2+3*C2+1 4 1+C2+3+C2+1 2 1+C2+3+C2+1 2 7+C2+3+C2+1 3 1+02+3+02+7 4 1+C2+3+C2+7 4 1Kx+3+2+1 4 t j Q q • 76' Y4-Yi-Yi 13. - u +02+2+01+1 2 1+02+2+C2+1 2 1+t2+2+C2+1 3 1+02+2+02+1 4 1+(2•+2+(2•+7 4 1+02+2+02+1 4 7+(2+2+(2+1 2 1+C1+2K2+1 2 1+CH2+C2+1 3 1+{2+2+C2+1 4 1+C2+2K2+1 4 1+02+2+02+1 4 O O i- %-%-% • Ys-Ye-% 11111-24.641 1+C2+1+C2+1 2 1+C2+1*(2+1W1+C2+ 1 1 3 1+C1+1+C1+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 1+C2+1+02+1 2 1+C1+1+C2+1 2 1+C2+1+(2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+O2+1+C.2*1 4to 41,0104140 18.36 19.3F 7+(2+3+01+1 2 1+C2+3+C1+11 3 1+C2+3K2+1141+C2+2+C2+1 +01+3+(2+1 4 1+C3+3*C3+7 4 1+01+3+02+1 Z 1+02+3+02+1 2 1+CT+3+t2+1 3 1+02+3+02+1 4 1+01+3+02+1 4 1+C2+3+O2N 4 b CM • • 98' •)t)-YaWA 19.39V- 3+C2+1 2 1+C2+3+C2+11 3 7+(2+3*t2+1 +C2+3+C1•+1 4 1+C3+3+C3+1 4 1+02+3+2+1 2 1+02+3+02+1 2 1+C2+3+d2+1 3 1+C2+3+C1+1 4 1+02+3+02+1 4 1+C2+3+C2+1 4 --I Q Ftp S • 24.367-4f[It680 1+C2+2K2+1 2 1*C2+2K2+11 3 1+C1*Z+02+1 4 1+O3+2K2+7 4 1+(2+2+02+1 2 1+02+2+02+1 2 1+02+2+(2+1 3 1}C1+2+(2+1 4 1+01+2+Q+1 4 1+C1+2+C2+1 4 Z LL u,LL 'MII+O U • • • ' µI 720' - - 7+C2+3+C2+1 2 1+C2+3+C1+11 3 1+(2+3+0241 +C2+3+C2+1 4 1+C3+3Kx+1 4 7+C2+3+C2+7 0'1-11 2 1+C2+3K2+1 3 1+C2+3+C2+1 4 1+02+3+02+1 4 1+C2+3K2+1 4 U() X N (A 0 •• Anchor Group B Anchor Group D m O J a o • 3G1/4' -Ni-Ki 11.391-11y91 1+C2+OK2+1 2 1+C2+0+02+1 2 1+02+0+02+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C1+O+C2+1 4 1+C2+OH=+1 2 1+(2+O+C2+1 2 1+02+O+CbIt 3 1+C1+0+Cx+1 4 1+C2+0+(x+1 4 1+02+0+2+1 4 0> 0 Q '1 oD • • Sir Ys-Yr 12306- 1 tx+0+C2+1 2 1+C2+O+C2+1 2 1+CNO+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+C2+1 2 1+C2+0+C1+1 2 1+C1+0+C2+1 3 7+02+0+C2+1 4 1+(x+0+01+1 4 1+C2+OK2+1 4 Z D_Z W LL 45-18' r Y4• 11.391.13.39► +C2+0+C2+1 2 1+C2+0+C2+1 2 1+C1+0+2+1 3 1+C2+0+C2*1 4 1+C1+O+C2+1 4 1+C2+0+C2+1 4 1+(2+0+C2+1 2 1+02+0+2+1 2 1+C2+0+C1+1 3 1+C2+0+C2+1 4 7+O2+0+C2+1 4 1+C2+0+(12+1 4 Q • • 13.398-1J. 1iC1+0+C2+1 2 1+C2+O+O2+1 2 1+C2+DKx+1 3 1+C2+O+C2N 4 1+02+0+C2+1 4 1+(2+0+02+1 4 1+C2+O+C2+1 2 1+C2+D+2+1 2 1+C2+0+2+1 3 7+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C1+O+C1+1 4 J N • )4-%-X4• 11.391-12.297 1+0241+C2+1 2 1+C2+1+O2+1 2 1+C1+1+O2+1 3 1+02+1+02+1 4 1+02+1+(2+1 4 7+C2+1+C2+1 4 1+C1+1+02+1 2 7+C1+1*C2+1 2 7+01+1+C1+1 3 1+C2+1+C1+1 4 1+C2+1+C2+1 4 1+C1+1+C1+1 4 ® $ W 7aav5 473W - _ 12.288-15.668 1+C2+O+C2+1 2 1+C1+O+C2+1 2 1+CT+0+2+1 3 1+02+0+2*1 4 1+C2+O+C2+1 4 1+tx+O+C2+1 4 1+C2+O+C2+1 2 1+(2+O+C2+1 2 7+C2*0+C2+1 3 1+C2+0+2*1 4 1+C1+O+C2+1 4 1+Cx+O+.M+1 4 � IN- Custom 11.391-12018 1+C2+1+CZ+1 211+02+1+C2+1 2 1+C2+1+C2+7 3 1+C2+14C2+1 4 1+C2+1+C1+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C1+•1+CZ+1 2 7+C1+1+C2+1 3 I C2*1+C2+1 4 1+C1+1+C2+1 4 1+C2+1+C2+1 4 a F, Z 52-if8' Y,-Yr% 12017-13.387 1+C2+1+C2+1 2 1+01+1+C2+1 2 1+C2+1+C1+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 2 1+Cx•+1+2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+•1 4 W Z qD' Xa-Ys-Ye 13.398-17.018 1+C2+0+O2+1 2 1+C2 0+C2+1 2 1+C2+O+C1+1 3 1+S2+DM2+1 4 1+02+0+(2+1 4 1+(2+0+02+1 4 1+C2+0+C2+1 2 1+C2+D+2+1 2 7+C2+0+C2+1 3 7+C2KHC2+1 4 1+C2+O+C1+1 4 1+C2+O+C2+1 4 = N O Costen 71.991-13.397 1+02+1+02+1 2 1+02+1+02+1 2 7+(2+1+02+7 3 1+02+1+01+1 4 1+02+1+C2*1 4 1+02+1+01+1 4 1+C2r1+02+1 2 1+02+1+02+1 2 1+01+1+02+1 3 1+(2*1+(2+1 4 1+02+1+0x+1 4 1+02+1+(2+1 4 � V � 60' )4-Y:-X4 13.388-16.360 1+02+1+C2+1 2 1+C1+1+C2+1 2 1+C2+•1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C1+1 4 /+C2+1+02+1 4 1+C2+1+C2+1 2 1+C2+1*C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C1+1 4 g Z Q Ye-Ys-Ye 18.361-18.641 1+C2+0+C2+1 2 1+t2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+OK2+1 4 1+C2+0+C2+1 4 1+C2*0+O2+1 4 1+C2+0+C2+1 2 1+C2+p+C2+1 2 7+C2+O+C2+1 3 1+C2+0+(2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 a = _ Custom 11.391-13.397 1+C2+3+C2+1 2 1+C2+3+C1+1 2 1+C2+3+2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+12+3+C2+1 4 1+C2+3+02+1 2 I+2+3K2+1 2 1+(2+3+(2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 7+02+3+(2+1 4 75' )4-%-X4 11&398-19.110 1+02+2+02+1 2 1+02+2*02+1 2 1+02+2+(2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C1+2+C2+1 4 1+(2+2+(12+1 2 t+C2+2+2+1 2 1+C2+2+C2+•1 3 1+C2+2+2+1 4 1+C2+2+C2+1 4 1+C2+2+C1+14 %-)S-Y, 19.111-24.841 1+C2+1+22+1 2 7+(2+1+C1+•1 2 7+C2+1+2+1 3 1+C2+1+C2+7 4 1+C2+1+C2+1 4 1+01+1+C2+1 4 1+C2+1+12+1 2 1+C1+1+C2+1 2 1+C1+1+C2+1 3 1+C2+1+C2+1 4 7+C2+1+C2+1 4 1+C2+1+C2+1 4 ,.z+;•;� Costen 18.360-19.397 1+C2+3+C2+1 2 7+C2+3+C2+1 2 1*C2+3*C1+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C2+3+0;2+1 2 7+573+C2+12 7+C1+•3+C2+1 3 1+(2+3+C1+1 4 1+(2+3+(2+1 4 1+C2+3+C2+1 4 98' y4-%-y419.398-24.360 1+C2+3+C2+1 2 7+C2+3+C2+1 2 1+C2+3+2+1 3 1+C2+3+C2+1 4 1+C2+3+02+1 4 1+(2+3+C2+1 4 I 7+C1+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C1*1 4 1+C2+3+C2+1 4 - Custom 24.361-36.380 1+C2+2+C2+1 2 1+02+2+02+1 2 1+C2+2+2+1 3 1+C2+2+C2+1 4 7+C2+2+C1+1 4 1+C2+2+ +1 4 1+C2+2+01+1 2 1+01+2+02+1 2 1+C1+2+C2+7 3 1+G2+2*C2+1 4 1+C2+2+(2+1 4 1+01+2+02+7 4 C2 ' -30.360 1+C:2+3+C2+1 2 1+C2+3+C2+1 2 1+02+3+02+1 3 1+02+3+2+1 4 1+C2+3+02+1 4 1+C2+3+C2+1 4 1+2+3+C2+1 2 1+C1+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C1+1 4 1+C2+3+C2+1 4 1+C1+3+(2+1 4 SEE TABLE 9 FOR DESIGN PRESSURE MIN.SASH S12E WINDOW WIDTH-59.26 NOTES:e Max.Anchor O.C. Anchor Anchor2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3�4 0 SASH SIZE 13 AS PER THE FIGURES ON SHEETS a BLE. "Y-;"'�'`r�•': Spacing for Integral' E GCDIIp F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. i W 3)SEE SHEET 9 FOR A GUIDE TO U10TO THESE TABLES. X11 Installation 29' 4' 4)'IXIJ2-1/4'AND'V3-V3113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE P.E. N THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WRHN THE RANGE. P.M.y 58705 TABLE 24: Glass To" Anchor quantities forXOX Windows 5&6 Sash 24HOW =HOW I WWW I 48'Heght 64'HAfd 83-Height 24•Height 30'Haight I 38•Herd I 48•Height 84"Height I 83'Hel2ht Sash vvm a a a a a a a a a a Pam L%VI Cwftumtlon �On) HoW&Sm Head&Sm Head&SmIII H*d&Sm Hem!&Sm Hemi&Sm Head&Sm Head&Sm Heed&Sm Head&Sm Head&Sm Hand&Sm Ra Anchor Group Anchor Anchor Group( PRODUCTREVISED 35-114• %-%-% 11.381-11.381 t+C2+0+02+1 2 1+C2+0►C2+1 21+C2+O+C2+1 9 1+C2+0+C2+1 41+C240+Cx 1 41+CVO+C2+1 41 Ba`'�Plyiagar die i&O �. Y, YA-Ya 11308-12.308 1+C2+&+;2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+O+C.2+1 4 1+C2+0 C2+1 p, 14DI4ro 4.1 _ -)( 11.387-13.387 1+C2+0+C2+1 2 1+C2+0+C2+1 2 t+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+•1 iO6 8 461/8' Yrys-y'a 13.388-14.883 1+C2+O+C2+1 2 1tC2+0+C2+1 2 1+C2+0+C2+1 3 1+(2+0+(1+1 4 1+(2+0+C2+1 4 t+(2+0+(2+1 6y D Y+yrk 11.381-12.297 1+C2+1+C1+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 12.288-1&.WB 1+C2+O+C2+1 2 t+C2►0+C2+1 2 1+C2+0+C2+1 3 t+CL+0+(2+1 4 1+CZ+O+Cd+1 4 7+C2+O+C.2+1 4 Custom 11.381-12.018 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 x 82-VB' Y,%-Ys 12.017-13,397 - t+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+02+1 4 s 13.388-17.018 1+C2+0+C2►1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+02+0+C2+1 4 1+C2+0+C2+1 4 �Amtom 11.39L-13. 7 NotA3avei 1+C2+1+C2+1 21+C2+1+C2+1 21+(2+1+(2+1 3 1+C2+1+C2+1 41+(2+1+02+1 4 1+C2+1+C2+1 4 S2 •• 80' y-Y+-)G 13.3981-18!880 • 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+1x+1 4 1+C2+1+12+1 4 1+C2+1+C2+1 4 �S • 10 16.381- 8.841 • 1+t2+O+C2+1 2 1+C2+0+(2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+(�+O+C2+1 4 1+(2+0+(2+1 4 •Custom• 11.3811 13397 1+(2+3+(2+1 2 1+(2+3+(2+1 2 1+(2+3+(2+1 3 1+02+3+fx+1 4 1+C2+3+(2+1 4 1+CN3+f�+1 4 y_ 0 Q •• • 7S Ydry4-yi 19.398•i9C110 • 11(212+(2+1 2 1+C2+2+02+7 2 t+C2+2+C2+1 31+C2+2+C2+1 4 1+(�+2+C2+1 4 t+C2+2+CL+1 4 Q O a+ap • MIX18.111- 1 • 1+•t�+t+Cd+1 2 1+C2+1+02+1 2 1+C2+1tC2+1 3 1+(x+1+(�+t 4 1tC1*1+02+1 4 1+C2+1+C1+1 4 }^ A •• • • Omtom• 18.380.18.391 1+C2►3+C2*1 2 1+C2+3+C2+1 2/+C2+3+C2+1 3 1+C2+3+f�+t 4 1+C2+3+Cd+1 4 7+C2+3+C.d+t 4 N • •• gg. +_x_+ 19.398 24.360 • 1+C2+3+(2+1 2 1+CZ+3+C2+1 2 iK3+31(2+1 3 1+C2+3+Cx+t 4 1+C2+3+CL+1 4 1+C2+3+Cx+1 4 0_j g_j 0o _ • 11(2+2+(2+1 2 1+C2+2+(x11 2 1+(2+2+(2+1 3 1+(2+2+12+1 4 1+C2+2+q+1 4 1+C2+2+C�+1 4 U- G] • • +10�1bMA 24.381- • • 1�. /•• _�,� 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+•C2+3+C2+1 4 1+(2+3+C2+1 4 1+C2+3+C2+1 4 UUP U_ XO W • •• « *so* • Anchor Croup B Anchor Group D F-µz m O J 9m0 • 36.1!4' 16-yrs-yrs 11 +C2+p+t2+12 1+12+0+t2+1 2 1+C2+p+C2+1 3 1+C2+p+02+1 4 1+(2+0+(2+1 4 1+(2+0+(2+1 4 1+C2+0+C2+1 2 1+C2+0+02+1 2 1+C2+0+C2+1 3 I+C2+0+C2+1 4 1+C2+0+C2+1 4 1+Cx+O+C2+1 4 1.> Ya0 Op• 38' i6• 08 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+•1 4 1+C2M+C2+1 4 1+C2+O+C2+1 2 1+C2+0+(2+1 2 1+C2+0+C2+1 3 t+C2+0+02+1 4 1+02+O+C2+1 4 1+C2+O+C2+1 4 Z G.Z .�h'-}5-w +fj.2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+o+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+(2+0+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+0+02 1 4 J 0 461/8" F O• • • yiysf 88:7 1+t,2+O+C2+1 2 1+C2+O+C.2r1 2 1+C2+O+C2+1 3 1+(2+D+Cx•+1 4 1+C2+O+C2+1 4 1+C2+(NC2+1 4 1+fx+O+C1+1 2 1+C2+(I+Cd+1 2 1+C2+O+C2+1 3 1+02+0+(�+1 4 1+(2+0+(2+1 4 1+(2+0+(2+1 4 287 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+42+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+Cx+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2►7+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 447-/4• ).-Ya-ya 868 1+C2•+O+C2+1 2 t+C.L+0+C2+1 2 1+C2+0+C2+1 3 1+C2+D+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 2 1+(2+0+(2+1 2 1+C2+0+CZ+1 3 1+C2+0+C2+1 4 1+(2+0+C2+1 4 1+C2+0+C2+1 4 r� Custom 11291-12.018 1+C2+1+C2+1 2 1+•12+t+C2+1 2 t+C2+1+C2+1 3 1+C2+1+C2+1 4 I+C2+1+C2+1 4 1+C2+1+C2+1 4 1+Cx+1+C2+1 2 1+C2+1+02+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 4 1+C2+/+C2+1 4 1+C2+1+02+1 4 a � Z y 62-V8' Ys-Y+-Y4 12.017-13.397 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+02+1+12+1 2 1+C2+1+C.L+1 2 1+C2+1+C2+1 3 1+C2+1+Cx+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 R' Z 'I y5-Ys-% 13.398-17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+•1 3 1+C2+0+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+(2+0+(x+1 4 1+C2+0+C2+1 4 1+C2+0+Cx+1 4 0 = N m Custom 11.39'1-13.397 1+C2+1+C2+1 2 1+C2+1+2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+02+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+fx+1 2 1+(2+1+(2+1 3 1+(2+1+(2+1 4 1+C2+1+C2+1 4 1+(2+1+(2+1 4 U 0' M(j 80' yi-Ya-). 13.398-16.380 1+C2+1+2+1 2 1+C2+1+C2+1 2 1+C2+•t+C2+1 3 1Hx+1+C2+1 4 1•+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+(2+1 2 1•+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 4 1+C2+1+C2+1 4 1+C2+•1+(2+1 4 Q = ys-y:-% 16.981_18.841 1+02+0+C2+1 2 1+(2+0+02+1 2 /+C2+0+C2+1 3 1+C2+DKx+1 4 1+C2+C+C2+1 4 1+C3+0+C3+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+0+Cd+1 4 1+C.1+0+C2+1 4 = 3 Custom 11.381-13.397 1+C2+3+C2+1 2 1+(2+3+C2+1 2 1+C2+3+02+1 3 1+02+3+(2+1 4 1+(2+3+C2+1 4 1+C2+3+2+1 4 1+(2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+Cx+•3+(2+1 4 76' Y X-Y 13.399-18.110 1+C2+2+2+1 2 1+C2+2+i2+1 2 1+C2+2+C2+7 3 /+C2+2+01+1 4 1K2+2+(2+1 4 1+C2+2+12+1 4 1+(2+2+C.2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 18.111-24.841 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 7+C2+7+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1+C2+1+G2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 t+C2+1+C2+1 4l,l":,'+;'� .' tamtwn 18.380-18.397 1+(2+3+(2+1 2 1+(2+3+(2+1 2 1+{x+3+2+1 3 t+C2+3+C2+1 4 1+C2+3+C2+1 4 1+(2+3+(2+1 4 1+C2+3+12+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 I+C2+3+C2+1 4 88' y%--Y, 19.398-24.380 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+12+1 3 1+C2+3+2+1 4 1+C2+3+C2+1 4 1+C2+3+C2+1 4 1+(2+3+(2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+02+1 4 1+02+3+C2+1 4 1+C2+3+C2+1 4 Custom 94.361-30.360 1+02+2+(2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1K2+2+C2+1 4 I+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+12+2+1211 4 1+02+2+(2+t 4 1+C2+2+(2+1 4 120' yi-yi-Ya -30.380 1+C2+31C2+1 2 1+C2+3+C2+1 2 1+C2+3+(2+1 3 1+C2+3►(2+1 4 1+C2+3+02+1 4 7+C2+3+C2+1 4 1+(2+3+C2+7 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 4 1+C2+3+(x+1 4 1+(2+3+C2+1 4 = _ WINDOW WIDTH•6928 NOTES: SEE TABLE 13 FOR DESIGN PRESSURE MIN.SASH SIZE o 1)FRAME DIMENSIONS ARE SUCK WIDTH AND SUCK HEIGHT(SEE SHEETS Max.Anchor O.C. AnchDr 2 SASH SIZE IS AS PER THE FIGURES ON SHEETS 6$. Spacing for"Integral- Grote F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIgHI DIMENSION SHOWN ON THE TABLE .f 3)SEE SHEET 9 FOR A GUIDE TO W O THESE TABLES. Fin"Installation 4e 4)'1/4-1-1-1/4'AND-113-1/3-113"INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE q LYWdMCILL eR P.E IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE P E.9 58M TABLE 26: Glass Types Anchor Qu8ntid"for XOX Vlflnldow6 111641 Sash 24•Hetet 31r HOW 3('How 48'Height 54"Height 83'Hecht 24•HOW 1 30"Height 38"Heigh 48"New 54"Helgid 63'Heigh Sash Width Relnf.Level moo Range M) Head 8 SDI Heed S SDI Heed 8 SDI Head 8 Sip Head 8 S0 Head 8 SDI Heed 8 SN Head 8 SN Head 8 SN Head 8 SDI Head 8 SDI Head&SDI R4 Anchor Group A Anchor Group C PROwoo mCPwithdREVISED wFlovids 35-114' yj-%-)4 11.391-11.391 1+(2+0+C2+1 2 1•C2+OK�+1 2 1+C2+p+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+O+C2+1 4 Bull4A-��- i38' Xy-X5-X4 12.308-12.308 NC2*O+C2.1 2 1*C2+OH2+1 2 1+C2+0-2+1 3 1+[2+0+[2+1 4 NC2+O+C2+1 4 1+[2+0+[2+1 4i Y4_'f2_j4 11.391-13.397 1+C2+O+C2+1 2 1+C2+0t0+1 2 1+C2M+C.2+1 3 1+C2+0+(2+1 4 1+C2+O+C'L+1 4 1+C2+0+C2+1 4 �� 45.117 X-16-1y 13.398-14.883 1+C2+O+C2+1 2 1+C2-C2 2 1+C2+O+C2+1 3 1+C2•O+C2+1 4 1+C2+0+C2+1 4 1+C2+O+C2*1 4 to y4.)4-X4 11.391-12.297 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2•/+C2+1 4 1+C2+1+C2+1 4 47.3!4' %-%-% 12.288-15.558 1•C2+0•C2M 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+OH:2+1 4 1+C2+O+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+t2+1+C2+1 2 1+C2+1+C2-1 3 t+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 a 12.017-13.397 t+C2+1+C2,1 2 1+C2+1+C2+1 2 1+C2+1+(2+1 3 1+(2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 Y •'/i-X6-Ys 13.398-17.018 1+C2+O+C2+1 2 1+C2+WC2+1 2 1+C2+0+C2+1 3 t+C2+0+C2+1 4 t+C2+0+C2+1 4 1+C2+04C2+1 4 • 'tVVr% 11.396-13.Vi Plot Allowed 1+C2+1+C2+1 2 1•C2+1+C2r1 2 1*C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C.L+1 4 1+C2+1+C2+1 4 1!T Y •• 4w B6' X�4-�j- 13. -1.380 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 • •XA"3i 1-2+O+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+1 4 r' 15.381-19.841 Z') � •• -11.391-1,';397 j 1+C2+3+C2+1 2 1+C 2+3+C2+1 2 1+C 2+3+Cd+1 3 t+C2+3+C2+1 4 1+C2+3+C2+1 4 1+C 2+3+C2+1 4 � 0 • 75" X4-X4 13.E-41► • 1+C2+2*C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 It a Q Q • K 18.117-A4e6A • 1*(2*1+C2+1 2 1+C2+1+C2.1 2 1+C2*1-2*1 3 1+C2+1+[2+1 4 1rC2.1•Cd+t 4 1+C2+1+C2*1 4 N •• • • 18. - 9 • 1•[2+3•[2+1 2 1+C2+3+C2+1 2 1+C2+3+CG+1 3 1+C2+3+C2+1 4 1+C2+3+C2+1 4 t+C2+3+C2+1 4 03 • • W. t_ 74 19.398-24.3 1+(x+3+C2+t 2 1+C2+3+C2+1 2 t+C2+3+C2+1 3 I+C2+3+C2•1 4 t+(.'2+3+C2rt 4 i+C3+3+C3+1 4 O LL •• • • 24.3616 • 1+C2+2+C2+1 2 1+C2+2-2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1•+C2+2+C2+1 4 1+C3+2+C3+1 4 =W u- P • 120" • � M - 1-2+3-2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1-2+3+C2+1 4 1+(2+3+C2+1 4 1+C3+3*C3+1 4 !UW�U_ OXp W , • Anchor Group 0 Armor Group D F Z DD O J x4a • •••• • o m J 35-114' %-)a-K 11.391- 1 1 O+C2*1 2 1+C2+0+(2+1 2 1+C2+0-C2+1 3 1+C2+0•C2+1 4 1+C2+0•(2+1 4 1+C2+0+C2+1 4 1+(2+0+C2+1 2 I-2+0+C2+1 2 1+C2+O+C2+1 3 1+C2-0+CZ+1 4 1+(2+O+C2+1 4 1+C2+O+C2+1 4 0 d Q t • • 38• ••,vwj6- • 72.309-12.= 1+C2+DH2*1 2 1-2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+D+C2+1 4 1+C2+D+C2+1 4 1+C2+0+(2+1 4 1+C2+O+2+1 2 1•(2+(µC2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 1+C2+0+C2+1 4 1*C2+O+C2+1 4 `-z 0.Z F. W W _ - 11.391;13,P7 71G.2+0+C2+1 2 1+C2-0+C2+1 2 1+C2+O+C2+1 3 7+C2+0•C2+1 4 1+C2•0+C2•1 4 t+f2+0+C2+1 4 1+C2*0MC2+1 2 1+C2+0+C2+1 2 1+C2+0•C2+1 3 1+(2+O+C2+1 4 1+C2+0+G2+1 4 1+C2+0+C2+1 4 J SilB' 13.396_'.1913 1 CNC2+1 2 1+C2-CI-C2-1 2 1+(2+0+C2•1 3 7+CZ+WC2+1 4 1+(2.0.12+1 4 1+C2+0+(2+1 4 1r(2r(µC,�'+1 2 1•C2+OH2*1 2 1+[2+0+(2+7 3 1+C2+p+(2+1 4 1+C2+O+C2+7 4 1+(72+0+[2+1 4 i--, O • 4Y4 11.391-12.297 1+C2+1+C2+7 2 1+C2+1•(2+7 2 1+C2+7+(2+1 3 7+C2+1+C2+1 4 1+C2+1+-C2+1 4 1*C2+1+C2+1 4 1+C2+1+C2+1 2 1+(2+1+[2+1 2 1+C2+1+C2+1 3 1+C2+t+C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 4 47314' _ 12298-15.558 1+C2+O+C2+1 2 1+C2+W(2*1 2 1+C2+OH2+1 3 1+[2.0+[2+1 4 1•C2+O+C2+1 4 t+C2+WC2+1 4 1+(2+O+2+1 2 1+C2+0+2+1 2 7+C2+O+C2+1 3 1+C2W+C2+1 4 1+t2+0+C2+1 4 1+C2W+C2+1 4 Custom 11.391-12.016 1+C2+1+C2+1 2 1+'(2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 7+(2+1+C2+1 4 t+C2.7•C2+9 4 1+C2+1+C2+1 2 t•+C2+1+C2+1 2 1-2+1+C2+1 3 1•C2+1*C2+1 4 1*C2+1+(2+1 4 1*t2+1+(2+1 4 d F Z c b2.1/8' X4-t/2-14 12.017-13.397 1+[2+1+[2+1 2 1-2+1*C2+7 2 1+[2+1+[2+1 3 1+[2.1+12+1 4 1+(2.1*C2+1 4 1+C2+1+C2+1 4 1+C2+1+C2+1 2 1•[2+1+[2+1 2 7+C2•1+C2+1 3 1•[2+1+C2N 4 1K2+1*C2+1 4 1•C2+1+C2+1 4 fr Z r 13.398-17.016 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2*O+C2+1 4 1*C2+O+C2+1 2 1-2+O+C2+1 2 7+C2+O+C2+1 3 1+C2W+C2+1 4 1+C2+O+C2•1 4 1+C2+O+C2+1 4 O = O O Custom 11.391-13.397 1+C2+1+C2+1 2 t+C.2+1+C2+1 2 1+(2+1+C2+1 3 1+C2+1+C2+1 4 i+C2+1+C2.1 4 1+C2.1+C2+1 4 1-2+1+C2+1 2 1+C2+1+2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 4 1+C2+1*C2+1 4 1+C2+1+C2+1 4 U W to 60" tY,%.y 13.398-15.3 1+C2+1+C2+1 2 1-2+1+C2+1 2 1+C2+1+C2+1 311-C2-1+C2-1 4 I-2+1+C2+1 4 1+C2+1+C2+'1 4 7+C2+1*C2+1 2 1+(2+1+(2+1 2 1+C2+1+C2+1 3 1+(2+1+C2+7 4 1•CZ+1+C2+1 4 1+C2+1+C2+1 4 V a = 5 t%-)/-% 15.361-19.641 1+C2+0+C2+1 2 7+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C2+0+(2+1 4 1+C2+O+C2+1 4 1+C3+O+C3+1 A1+C2+0+C2+1 2 1+(2+0+C2+1 2 1+12+0+C2+1 3 1+C2+O+C2+1 4 1+C2-0-C2+1 4 i+(2+0+d2+1 4 = S Custom 11.391-13.397 1+C2+3+C2+1 2 7+C2+3+(2+1 2 1+C2+3+C2+1 3 1+C2*3+C2+1 4 l+C2+3+(2+1 4 1+C[+3+C2.1 4 1+C2+3+C2+1 2 1+C2+3+C2+7 2 1+C2+3+C2+1 3 1+(2+34C2+1 4 1•C2+3+2+1 4 1+(2+3+C2+1 4 q1 •��u� 75" y4-%-X13.398-19.110 1+C2+2+(2+1 2 7•C2+2+C2H 2 1+[2+2+(2+1 3 1+C2+2+2+1 4 1*C2+2+C2*1 4 1*C3+2+C3•1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+02+2+C2•1 4 1+C2+2+C2+1 4 1+C2+2+C2+1 4 %-X4.145 19.111-24.641 1+C2+1+2+1 2 1+C2.1+C2.1 2 1+(2+1+C2+1 3 i+C2+1+C2+1 4 1+C2+1-2+1 4 i+C3+t+C3+1 4 1+C2+1+C2+1 2 1+C2+7+C2+1 2 1+(2+1+(2+1 3 t+C2+1+C2+1 4 1+(2+1+[2+1 4 1+CZ+1+C2•1 4 Custom 18.380-19.397 1+C2+3+C2+1 2 1+C2•3+C2+1 2 1+C2+3+C2+1 3 1+[2+3+C2+1 4 1-12+3+12+1 4 1+C3+3+C3+1 4 1*C2+3+C2+1 2 1+(2+3+[2+1 2 1+C2+3+C2*1 3 1+C2*3+C2•1 4 1+C2•3+C2+1 4 1+C2+3+C2+1 4 '•.,,�:`-., �::,. 98' 4 19.98-249.3.380 1+C2+3+C2+1 2 7+C2+3+C2+1 2 1-2+3+C2+1 3 1+C2+3+C2.1 4 1+C2+3+C2+1 4 1+[3.3+[3+1 4 1•[2.3+[2+1 2 1+(2+3+C2+1 2 1+12+3•[2*1 3 1+t2+3+C2+1 4 1+C2*3+C2+1 4 t+(2+3+[2+1 4 �,. �; Custom 24.381- 80 1+C2+2KC2 2+1 2 1+ +2+C2+1 2 1+C2+2-2.1 3,1 4 1+C2+2•CZ*7 4 1+[3.2+[3+1 4 1+(2+2+[2+7 2 1+(2+2*C2+1 2 1*12+2+[2+1 3 1+C2+2+C2+1 4 1+12+2+[2+1 4 1*(2+2+[2+1 4 .._- ,, •- 120' Ys%-%i SEE TABLE 14 FOR DESIGN PRESSURE / ci c i;+ "W&SASH SIZE o WINDOW WIDTH•59.28 NOTES, Cr "s; Max.Anchor O.C. Amhor 2 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-4.SASH SIZE IS AS PER THE r' FIGURES ON SHEETS 6-8, -%:?.'•.•�-t.C::`:� :•' '�`-~ Spacing for'Intagral- P F 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE w 3)SEE SHEET 9 FOR A GUIDE TO USING THESE TABLES. I' Fin installation 3.T 4)-114.712-IW AND-113-1P3.11r INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE A?LYNN MILLER,P.E. IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.F-#58706 TABLE 28: Glass Types Anchor Quandits forXOX W)ndows 10-12 Gash 2 r F 30'HdgN 36'NkM 48'Hugh 5C HsW Or Hetgld 24'HeIBN 30'Heigh 36'WgN 46'HOW 64'Height 63'He1gN Sash g g a� R&W Lmel Ra�) Head&SM Hese&SM Head&SitlIII Head&81tl Head&SB Head&831 lead&B61III Head&SWIII Head&Sm 6 Head&Sip 6 Heed&S01 Heetl 8 81tl 5 IM Co"IlWatte" Anchor(roup A Andmr Gmup C i ••�� 36444' K-K-K 11-M-IIMI 1+C2+0+C2+1 2 1+C2+0-C2+1 2 1-C2.OK20 3 1+C2+O+C2+1 4 1+C2+MC2+1 4 1+(2+O-C2+1 4 PRODUCT REVISED 38' X-31,% 12308-12308 1+C2+0-C2+1 2 1+C2r0+C2+1 211+C2+0-C2+1 3 1+C2+O+C 2+1 4 1+C2+O+C2+1 4 1+C 2+0+C2+1 4 ✓u creding do Pos Fb 1 Yom%-% 11.381-13.387 1+C2+O+C2+121+C2+O+C2t121+C2+0+C2+131+02+0-02-141+02+#02+141+03+0+03+14 B�Ic�eP� t A No tib.0 f¢. 45*tW - -K 13.398-14.683 1+C2+0+C2+!E 1+C.'2+O+C2+1 2 1+C,L+WC2+1 3 1+C2+WC2+1 4 1+C2+0+C2+1 4 1rC3*O+C3+1 4 E. Dade j9 47.914' Y4-%-Y. 11. 1-12287 1+C2+O+C2+1 2 1+C2+0-C2+1 2 1+C2+O+C2+1 3 1+C2+0+C2+1 4 1+C3+MC3+1 4 1+C3+0.C3+1 4 By II 12208-16.68& 1+C2+O+C2+7 2 1+C2+O.C2+1 2 1+C2+O+C2+1 3 1+C2+O+CZ+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4 M Custom 11.381-12-18 1+C2+O+C2r1 2 1+C2+O+C2+1 2 1+C2t0+C2+1 3 1rC3+0+C3+7 4 7+C3+0+C3+1 4 1+C3+O+C3+1 4 62-U8' Y+- X 12017-13.387 1+CZ+O+C2+7 2 1+C2+O+C2t1 2 1+C2+O+C2+1 3 7+C3+O+C3+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4 K- -K 13.396-17.018 i+C Z+D+C2+1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+@+O+C2+1 4 1+03+0+03+1 4 1+C3+O+C3+1 4 Custom 11.381-13.397 1tC2+2+C2+1 2 1tC2t2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+%-1 4 1+C3+2+C3+1 4 1+C3r2+C3+1 4 IDB 80' •Y+-K-K 13.398-16.360 Pot Allowed 1+CZ+1+02+1 21+C2+2+C2+1 21+C2+2+02+1 31+C2+2+C2+1 4 1+C3+2+C3+141+C3+2+C3+14 • -;b, 15.381•18.64 • 1+C2+0+C2+1 z 1+C2+D+C2+1 2 1+C2+O+C2+1 3 1+C3+6+C3+1 4 1+C3+O+C3+1 4 1+C4+0+C4+1 a In •• Whom 11.391- T • 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3tQ-1 3 1+C2+3+C2+1 4 1+C3+3+C3+1 4 1+C3+3+C3+1 4 • •fir • • 1-CZ2 1+C2+2+02+1 2 1+C1+3K2+1 3 78' 388.18.170 1+C3+3+C3+1 4 1+C3+3+C3+1 4 1+C4+3+C4+1 4 e- 13 •• • K-K 18.117- 4. 1 1+C2+0+C2+1 2 1+C2+0-C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+04+0+04+1 4 1+04+0+C4-1141 O Cn 9O • Qptom 17.641 4110W •• 1+C2+3+C2+1 2 1+C2+3+C2+1 2 7+C2+3+C2+1 9 1+C3+4+C3+1 4 1+C3+4+C3+1 4 1+CA+4+C4+1 4 • 98' K- - 19.996- •• 1+02+310211 2 1+02+3+C2+1 2 1+02+3+02+1 3 1+03+4+03+1 4 1+03+4+03+7 4 1+04+4+01+1 4 }LO atD0 to •• • • -K• 94.381.41.847 •• 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+02+2+02+2 32+03+3-03* 4 2+C3+3+C3+ 4!C!4+S+4C4+ 4 N _• _ .+ 28,841- 6 6 2+C2+3+C3+2 2 2+02+3+02+2 2 2+C2+3+C2+ 3 2+03+4+C3+ 4 2+031+C3+ 4 J�ba'vf•;6 32618-381@4.1 • 2+C2+2+C2+ 2 2+C2+3+C2+2 2 2+C2+3+C2+2 32+03+3+03+ 4 2+04+3+041 4 Z L �LLJ. tp u�fd 6 2+02+3102+2 2 2+C2+3+C2+ 2 2+C2+3+C2+ 9 Z+q+4+Ci+ 42+014+04- 4 U U_ • N Andes Croup B Anchor Group D Z ro .. .. CO � g • 835-1/4' K- 11.391- 1. 1+C2+0H2+1 2 1+C2M+C2+1 2 1+C2+MC2+1 3 1-02+0+C2+1 4 1+C2+0H 2+1 4 1+C2+O+C2+1 a 1+C2+O+C2+1 2 1+C2+O+C2+1 2 1+C2+D+C2+1 3/+C2+0+C2+1 4 1+C2+0 0+1 4 1+02+0+02+7 4 �j d 000 • • 38' K K-K• 12308-26d! R3+D+C2+1 2 1+C2+MC2+1 2 7+C2+0+C2+1 3 1+C2+0+C2+7 4 1+C2+O+C2+1 4 1+C2+D+C2+1 4 /+C1+O+C2+1 2 1+C2-O+C2-1 2 1+C2-0-C2-1 3 1+C2+O+C2+1 4 1+C2+O+C2+1 4 1+C2+0+C2+7 4 Z 0.Z 11.381-x.387 102-WC2+1 2 1+1:2-0+C2+1 2 1+02+0-C2+1 3 1+C2+O+C2+1 4 1+C3+O+C3+1 4 1+C3+p+C3+1 4 7+C2+0+C2+1 2 1+C2+O+C2t1 2 1+C2+0+C2•+1 3 1+C2+O+C2+1 4 1+02+012-1 4 1-CS+0+C9+1 4 v }~. L�j,J LL K-K-K 13.398-14.1 1 1 2 1+CxW+C2+1 2 1+C2+O+02+1 3 1rC2+0+C2N 4 1.02.O+C2-1 4 1-CS+0+C3+1 4 1+C2+0+C 2+1 2 7+C2+0+02+1 2 1+CD+0+C2+1 3 1+C2+0+C2+1 4 1+C2+D+C 2+1 4 1+C3+0+C3+1 4 P-• J In • s 11.381-1 1+02+0-C1-1 21+C2-WC2+1 2 7+C2+WC2+1 31+C2+0+C2+1 4 1+CS+OC•+1 4 1+C3+0+C"{,+1 4 1+C2+0+C2-1 21+C2+0-CD+1 21-C2+0+C2+1 31+C2+0+C2+1 4 1+03-O+C3+1 41+C3+#C3-1 4 I"-' 47-3/4' Z 7++ays 3"40 72288-15.558 1+C2+0+C2+1 2 1+C2+0-C2+1 2 HC2+D-C2+1 3 1-C2.O+C2+1 4/+C3+0+C3+1 a 1+C3+0+C3+1 4 1+G2+g+C2+1 2 7+C2+D-C2+1 2 1+C2+0-C2r1 3 1+C2+0+C2+1 4 1+CS+D-C3.1 4 1+C3-0-C3+1 4 ® Q J Custom 11.391-12.018 1102-0+C2+1 2 1+C2+O+C2+1 2 1+C2+O+C2+1 3 1rC3+0+C3+1 4 1+C1+0-C3+1 4.1+C3+0-0+1 4 1+C2+D-C2+1 2 1+02-0-02-1 2 1+C2+0M2+1 3 1+C3+O+C3+1 4 7+C3+WQ+1 4 1+C3+0rCS+1 4 S+' Q Q Z 82.1!8' w-K-K 72017-73.387 1+C2+0+02+1 2 1+G2r0+C2r1 2 1+02+0-C2*1 3 1tC3tp-C3H 4 7tC3+0-03+1 4 1+Gi+0+p+1 4 1+02+0-C2+1 2 7+02;0-C2+1 211+C2+0-C2+1 3 1+C3+O+t3-1 4 11031103+1 4 1+17+0+03+1 4 d Z 8 W%-Y. 13.398-17.0111) 1+C2+0+C2+1 2 1+C2+0+C2+1 2 7+C2+O+C2+1 3 1.0.0+03+1 4 1+C3+O+C3+1 4 1+C3+O+C3+1 4 1+C2-o+C2+t 2 1+C2+0.0211 2 1-C2+D+C2+1 3 7+C2+0-C2+1 4 1+C3+O+C3+1 4 1+t3+0+C3+1 4 Q Custom 11.381.13.387 1+C2+2+C2t1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+CS+2+C3+1 4 7+C3+2+C3+1 4 1+C2+2+CD+1 211-(2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 4 1+C3+2+C3+1 4 1+C3+2+C3-1 4 O = N_ C�� 80' j�a-K-Yj 13.398-16.360 1+C2+2+C2+1 2 1+C2+2+C2t1 2 1+C2-2-C2-1 3 1+0+2+C3r1 4 1+C3+2+C3+1 4k2+.C4+ 2 03+1 4 1+C2N+C2+1 2 1+02+1+02+1 2 1+C2+1+C2+1 3 1+GK+1-02+1 4 1+03+1+03+1 4 1+03+1+03+1 a V K-K-K 15.361-18.641 1+C210+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1K3+0-C3+/4 1+C3+O+C3+1 404.1 4 1+C2+0-C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0-C3-7 4 1+C3.O+C3+1 4 1+C4+0+04+1 4 Q = Custom 11.391-13.397 1+C2t3rC2+1 2 1+C2+3+02+1 2 7+C2+3+C2+1 3 1102+3+0.2+1 4 1+C9+3+C3+1 4C3+1 4 1+C2+2+C2+1 2 1+G2+2+C2+1 2 1+C2+3-C2+1 3 1+C2+3+C2+1 4 1-03+3+03+1 4 1+C3+3K3+1 4 = 76' K-K-K 13.388-18.110 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C2+1 3 1+C3+3+C3+1 4 1+C3+3+C3+1 4CAt1 4 112+2+02+1 2 1+C2+2+02+1 2 1+02+2+03+7 3 1+03+2+03+1 4 1+03+2+03+7 4 1+04+2+04+1 4 eat �s0 s K K-K 119.111-24.841 1tC2+0+C2+1 2 1+C2+0+C2.1 211+C3+0-0-1,3 1+C3+O+C3+1 4 1+C4+0+C4+7 404+1 4 1-C2+0+C2+1 2 1+C2+0+C7N 2 1+C3+0-C3+1 3 1+C3+O+C3+1 4 1+CA+WCA+1 4 1+CA+O+C4+1 4 Custom 77.847-18.397 1-02+3+02+1 2 1+02-3+12+1 2 1+02+4+02+1 3 1+03+4+03+1 4 1+03+4+03+7 4CA*1 4 1+Cd+3+02+7 2 1+02+3-02+1 2 1+t�2+3K3+1 3 1+03+4+03+1 4 7+03+4+03+1 4 1+04r4+04+7 4 98' K-K-K 1&SW-24.380 1+C2-3+C2+1 2 1+C2+3-C2+1 2 7+C2+4+C2•+1 3 7+C3M+C3+1 4 1+03+4+01+1 404+1 4 1+C2+2+2+1 2 1+02+3-C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+03+3+C3*1 4 1+CA+3-04+1 4 • •.� ;'1.:,,•' )F,%-34 24381-51.641 2+02+2 2 2-13+3-02* 22+02+3+02.2 3 2tC3+3+C3* 4 2+03+3-C3* 404+2 4 1+C2+PC2+1 2 7+Ct+2+02+7 2 7+C2+2+02+1 3 1+03+2+q+1 4 1+03+2+03+1 4 1+Gr2+C4+1 4 12G K-K-K 20.541-32616 2+G2+3U+ 2 2+C3+3+C2+ 2 2+M+4+C2+2 3 2+03+4+C3+ 4 2+13!103+ 4 2+C4 4!A+ 4 2+02+3+02+ 2 2+CZr3ttx+2 2 2+02.9+13+• 3 2+03+4+03+ 42+031+13+ 4 2+C4+4+C4+ 4 - .';;•{, K K K 32616-39.841 C2+3+C2+2 2 2+C2.3-C2+ 2 2+C2.3+02+2 3 +(3+ 4 2+04+4+04•+ 4 2+06+4+C5+ 4 2+C2+2+C7+2 2 2+C2+3+C2+2 2 2+02+3+02+ 3 2+C3+3+C3+ 4 2+CA+3+CA+ 4 2tCA+3+C4+ 4 140' (yp(om -39.841 2+0:2+3+02+2 22+0.1+3+02+ 2 2+02+102+ 3 2+C3+4+C3+ 4 2-CA+4+CA+ 4 2+C6+4 C 4 2+C2+3+03+ 2 2+C2+3+CR+2 2 2-C2+3+C2+ 3 2+C3+4+C3+ 4 2+CA+4+C4+ 4 2+04+104+ 4 NOTES: SEE TABLE 18 FOR DESIGN PRESSURE .•[;,••. r17 >,:� 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT(SEE SHEETS 3-11 WINDOW WIDTH 60.72 SASH SITE IS AS PER THE FIGURES ON SHEETS MI GLASS TYPES 10.12&14-16 ^ N.SASH SIZE_ - 2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE 'J'��; "• -• •• `� 'MAY NOT BE USED WITH 3)SEE SHEET 8 FOR A GUIDE TO USWO THESE TABLES. t%%1•.'I.�,, `� ` J•CHANNEL OR INTEGRAL 4)'1/4-12-1/4'AND'1131/3.1/3'INDICATE THAT THOSE STANDARD SASH C ONRGURAnONS FALL.WITHIN THE SASH WIDTH RANG A LYNN MILLER,P.E. FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANG. P.F-#58708 TABLE 27: AnehorQuandthes for XOX Windows 14-18 Sash Sah Zr HeIght 1 3T W*d W HM91d NCpd.Wiftg 48'H 84'Height 63'Hetht 24'Fb�Mrt 30'Haft g 96'FelglO W-*Md 64'HDW 63'M: R"Leel �9e8on R vV Aa) Head&SIO Head&S® Heed&831 6 Heed&S81 5 Hid&SIO Htmd&8YI F.W 8 SIII Feed&SM 6 Head&Bill HW&SUI Heed&SN Head 8681 AnchorGroupA +++333 •� Anchor Group 0 30.114' Y+-Ya-% 11.391-11.391 1+C2+0+C2+121+C2+O+C2-121+C2+0+C2+131+C2+0+C2+141+C2+0+Cd+141+02-0+C2+14 pRODUC•REVISED 38' %-%-Y. 12.308-12.308 1+(x+0+02+1 2/+C2+O+C2+1 2 1+12+0+02+1 3 1+C2+WC2+1 4 1+C2+0+C2+1 4 1+C3+0+C3+1 4 B wig 4&V8' Code W%_yl+ 11.391-13. 7 1+C2+0-(x+121+C2+0•C2+1 21+C2+0+02+131*C3+0+C3o141+Ci+O+C3+141-04+0+04+14 Acoep�m-NoICO-O 14f•r!'f yi-ya-yi 1&398-14.883 1+CL+0+C2+1 2 1+C2+0+C2+1 2 1+C2#C2+1 3 1+C3+O+C.3+1 4 1+C3+0+C3+1 4 1+03+0+03+1 a a7aa• J�S_ys ya 11.391-12 7 1+C2+0+C2+1 2 1-C2+0-C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+0+C4+1 4 By Yi-Y+-Ye 12.288-%ma 1+C2+0+Cx•+1 2 1+C2+0+C2+1 2 1+C2-0+02+1 3 1+C3+O+C3+1 4 1+C3+O+C3+1 4 1+C3+D+C3+1 4 C+wtom 11.391•12016 1+C2*O+C2+1 2 1+C2+0-C2+1 2 1+C3+0+03+1 3 1+C3+0+C3+1 411+C4+0+04+1 4 1+C4+0+04+1 4 82-0!8' 3f-1i-Y+ 12017-1&387 1+C2+O+C2+1 2 1+C 2+WC1+1 211+C3-0+C3+1 3 1+C3+0+C3 l 4 1+04+0+06+1 4 1+C4+0+04-1 4 - -j✓, 1&398-17.018 1+C2+0+C2+1 21+C2+0+C2+1 2 1+C3+WGi+1 31+C3+O+C3+1 41+04+0+04+1 4 1+C4-0+C4-1 4 Cualan 11.391-13.307 I-C2+2+(,'2+1 211.C2+2-C2+1 2 1+C2+2+C2r1 3 1+C3+2+C3+1 4 1+C3+2+C3+1 4 1+03+2+C4+1 4 h 80' -YrX+ 1&398-18.380 PIDt AOowad 1+02+1+02+1 2 1+C2+2+C2N 2 1+f2+2+C2+1 3 1+C3+2+(3+1 4 1+03+2-03+1 4 1+04+2+04+1 4 • ..gggg -)bab• 10381•19.84 • 1-02+0+0x+1 2 1+02+0-02+1 2 1+C3+0+C3-1 3 1+04+0+04+1 4 1+04+0+04+1 4 1+CS+•O+CS+1 4 ♦• 6 CuaWn 11.381-1t 1+C2+2+Cx+1 2 1+C2+3+C2+1 2 1-C2+3+C2-1 3 1+C3+3+C3+1 4 1+04+3+01+1 4 1+04+3+04+1 4 • SS �, ••,�Lx•14• 13.989-1&110 1+C2-2+C2+1 2 1+C2+2-C2+1 2 1+C2+3+C2+1 3 1+CS+3+C3+1 4 1+CX+3+CA+1 4 1+C4-3+04+1 4 •• • • r Ya- 1&111••74.049 • 1+C2+0+C2+1 2 1+C3+O+C3-1 2 1+C3+o+C3+1 3 1+04+0+04+1 4 1+CS+O+C8+1 4 1+C�+0HS+1 4 0 N Q • Otst4m 17.861••I •• 1-C2+3+C2+1 2 1+C2+3+02+1 2 1+C2+3+C2+1 3 1+C3+4+C3+1 4 1+O1+4+CI 1 4 1+C4+4+C4+1 4 • 19.3118 e- 96' Yr - 1&399-2q 0 •• 1+C2+3+C2-1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C4W+O4+1 4 1+C4+4+CA+1 4 1+C4+3+04+1 4 �>..•Lo eJ� •• • • %_u• 2y3 St 1 1+C2+2+C2+1 2 2+C2+2+02+2 2 2+C2+2+C2+ 3 2+04+3+04+ 4 2+04+3+04+ 4 1+06+2+06+1 4 UO N 04 • • •• _ )y- 28841-32518 Z+C L+3-C2+ 22+02+3+02+2 2 2+C2-3+G2r 3 2+04+4+04+ 4 2+C4r4+C4+ 4 2+04+3+06+ 4 -J •• • 1�' 9i•H�`� 32518- • 2+C2+2+(�•+ 2 2+02+3+02+2 22+02+3+02- 3 2+CA+3+CM 4 2+CA+3+CM 4 2+C4+3+C4+ 4 Z LL • 140' " -39Or1 • 2-C2+3-C2+ 2 2+C2+3+02+2 22+01+3+02+2 3 2+C4K+C4+ 4 2+06+4+04+ 4 Z+C4+3+C4r 4 U U X T I C/) • AnchorGroupS Anchor W Z to W 'aa • •• • 36•U4' Yr -Y(i 11.391-11AM 1+C2+0+02+•1 2 1+C2+0+C2+I 2 1+C2+O+C2+1 3 1+CZ+0+02+1 4 1+C2+0+C2+1 4 1+C2*O+C2+1 4 1-(�•+0+C2+1 2 1+C2+0+C2+1 2 1+C2+O+C2+1 3 1+C2+O+C2+1 4 NC2+O+C2+1 4 1+02+0+02+1 4 � m Y J -1 mp • • 38' YrJ4-SS• 12.309- 1 2 1+C2+O+C2+1 2 1+C2+0+C2+1 3 1+C2+O+C2+1 4 1-C2+O+C20 4 1+C3+0+C3+1 4 1+C2+O+C2-1 2 1+C2+0+C2+1 2 1+02+0+01+1 3 1+02+O+C2-1 4 UCd+0+C2+1 4 1+03+0+03+1 4 Z CL Z LL -+• 11.391-10.307 4C2+0+C2+1 2 1+C2+0+C2-1 2 1rC24O+C2+1 3 1+03+0+03+1 4 1+C3+0+C3+1 4 1+04+0+04+1 4 1+C2+O+C2+1 2 1+C2+0*C2-1 2 i+C2+•O+C2+1 3 1+C3+0+C3+1 4 1+C3+0+C3+1 4 1+C4+D+C4+1 4 W 0 4&1!8' )6- - 1&398- . 1 1 2 1-C2+0Kx+1 2 1+C2+O+C2+1 3 1+C3+O+C3+1 4 1+C3r0+C3+1 4 1+C3+O+C3+1 4 1+C2+0+C2+1 2 1+02+0+C2+1 2 1+C2+0+C2+1 3 1+C3+0+C3+•1 4 1+C3+0+C3+1 4 1+C3-0+03+1 4 • J (0 ��4, • -+ • 11.391-12.297 1-C2+O+C2+1 2 1+C2+0+C2+1 2 1-02+0+(2+1 3 1-C3+D+C3+1 4 1+C3+0+C3+1 4 1+C4+0+04+1 4 1+C 2+D+C2+1 2 1+C2+0+C2-1 2 1+02-0+C20 3 1+C3+0+C3•+1 4 1+C3+0+C3+1 4 1-C4+0r06+1 4 i- Q �-� 12.288-18588 1+C2+O+C2+1 2 1+Cx+0-C2+1 2 1+C2+9+C2+1 3 1+C3+O+C3+1 4 1+0+0+03+1 4 1-C3-O+C3+1 4 1+02+0+C2+1 2 1+C2+0+C2+1 2 1+C2+0+C2+1 3 1+C3+O+C3+1 4 1+C3+O+C3+1 4 1+C3-0+C3+1 4 ® a -VT Cu*m 11.391-12.018 1-C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 1+C3+0+C3+1 4 1+04+0+C4-7 4 1+C4+O+C4+1 4 i+C2+0+C2+1 2 1+C2-0+C2+1 2 1-C3+0+C3+1 3 1+C3+0+C3+•1 4 1+04+0+C4+1 4 1+C4+DM4+1 4 D Z 52-U8' Y-%-y4 12017-13.397 1-C2+0+C 2+1 2 1+C2+0+C2+/2 1+C3+0+C3+1 3 1+C3+O+Cd+1 4 1+04+0+04+1 4 1+04+0+04+1 4 1+C 2+0+C2+1 2 1+C2+0+C2+1 2 1+C3*0KM-1 3 1-C3+O+C3+1 4 1+C4+O+C4+1 411-04-0-04+1 4 d Z atz 1&398-17.018 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1+C3+D+C3+1 4 1+06+0+04•+1 4 1+C4+0+04+1 4 1+C2+0+C2+1 2 1+C2+0+C2+1 2 1+C3+0+C3+1 3 1-C3+O+C3+1 4 1+04+0+C4+1 4 1+04+0+04+1 4 fY C]mfm+ 11.381-13.397 1+C2-2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 4 1+03+2+03+1 4 1+CA+2+04+1 4 1+(�+2+C2+1 2 1+C2+2-C2-1 2 1+C2-Z+02+1 9 1+03+2+03+1 4 1+03+2+03-1 4 1+04+2+C4N 4 O = (� 80' )�--ya-JQ 1&398-16.300 1+C2+2+C2+1 2 1+C2+2-C2+1 2 1*C2+2+C2+1 3 1+Ci+2+C3+1 4 1+C3+2+C3+1 4 1+C4+2+04+1 4 i+C2+1-C2+1 2 1-02+1+02+1 2 1+C2+1+C2+1 3 1+C3+1+C{+1 4 1+C,`1,+1+C3+1 4 NG-1+C4+1 4 (� a %-)a-% 1&381-18.841 1+C2+0+(x+t 2 1+C2+0+C2+1 2 1+C3+O+C3+1 3 i+C4+0+04+1 4 1+C4+0WA+1 4 NCB+0+CS+1 4 1+C2-0+C2-1 2 1+C2+0+C2+1 2 1+04+0+03+1 3 1+C4+0+C4+1 4 1+(X+O+C4+1 4 1+C0+0+C5+1 4 i.Letgtl 11.991-13.397 1+C2+3+C2+1 2 1+C2+3+02+1 2 1+C2-3+C2+1 3 HC3+3+C3+1 4 1+04-3+04+1 4 1+04+3+04+1 4 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2-1 3 1-C3+3+C3+1 4 1+04+3+04+1 4 1+C4+3+C4+1 4 a = 2 76' Ya-Yi-Y- 1&398-19.110 1+C2+2+C2+1 2 1+(7+3+(2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 4 1+04+3+C4+1 4 1+C4+3-C4+1 4 1K3+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 H(3+2+C3+1 4 1+C4+2+CA+1 4 1+C4+2+C4+1 4 anu ''tea %-14-15 I 1&111-24.841 1+C1+0.02.1 2 1+C3+O43+1 2 1+C3+O+C3+1 3 1+C4+0+04+1 4 1+CS+8+(S+•1 4 1 1+C0+O+C6+1 4 1+C2+0+C2+1 2 1+C3-0+C3+1 2 1+C3+O+C3+1 3 1+C4+0+C4*1 4 1+CWN-S•+1 4 1+C 5+0+C8+1 4 Cntdm 17.641-19.397 1+C2+3+C2+1 2 1+C2r3+C2+1 2 1+C2+4+C2+1 3 1+0,4 i 4 1+C4+4+CA+1 4 1+C4+4+04+1 4 1+C2+3+C2+1 2 1+C2+3+02+1 2/+C2+3+C2+1 3 1+C3+4+03+1 4 1+C4+4+04+1 4 1+04+3+04+1 4 98' J4-%-X 19.S1S-24.380 1-C2r3-C2+1 21 2 1+C2+4+C2+1 3 1+C4+4+C4+1 4 1+C4+4+GM 4 1rG+3+C4+1 4 1+C2+•2+C2+1 2 1+C2+3+02-1 2/+C2+3H�+1 3 1+04+3+C4+1 4 1+0+3+04+1 4 1+C4+3+C4+1 4 �,'`` '``� � �'i• 1b-15 24.361.31.841 +2+CZ+2 22+02+3+02- 22+02+3-C2-2 3 2+C4+3+04+ 4 2+04+3+C4+ 4 1+04.2+01+1 4 1 C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+(2+1 3 1+C4+2+C4+1 4 1+04+2+04+1 4 1+C4+2+O1+1 4 12P )�)q_y, 78.841-32.618 +t2+3+02+2 22+02+3+C2+ 22+(x+4+02+2 3 2+CA•M+C4+ 4 2+C4+MC4+ 4 2+04+4+04+ 42+02-3Kx+ 22+02+3+02+ 2 2+(x+3+02+2 3 2+C4+4rC4+ 42+06+4+04+ 4 Z+04+3+04+ 4 - -X-14 32818.39.841 +tx+3rC2+2 2 2+02+3+02+ 2 2+C2*3+C2+2 3 2+04+4+C4+ 4 2+04+4.04+ 4 2+04+3+C4+2 4 2Hx+2+C2+ 2 2+C2+3+C2+2 2 2+Cx+3Hx+2 32+06+3+04+ 4 2+C4+3+C4+2 4 2+C4+2+04* 4 !t.�,ir . _ 140' Custom .39.841 3+02+2 2 2+C2+3+Cx+• 2 2+(2+4+(2+2 3 2+04+4+04+ 412-C44+04-21412+04+3+04+214 2+02-3+02- 2 2+C2+3+C2+ 2 2+Cx+3 02+2 3 2+C4+4+C4+ 4 2+C4+4+CM•2 4 2+C4+3+C4+ 4 '�/(• t�"�t; NOTES: SEE TABLE 16 FOR DESIGN PRESSURE WI -[O j 1)FRAME DIMENSIONS ARE BUCK WIDTH AND BUCK HEIGHT'(SEE SHEETS 3.4). v WINDOW DTH-60.72 SASH SIZE IS AS PER THE FIGURES ON SHEETS 8S '. GLASS TYPES 10.12&1418 "MIN.SASH SIZE= 2 2)FOR SUES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ••sir,,j:,•,,_,t r. MAY NOT BE USED WITH 3)SEE SHEET 9 FOR A GUIDE TO USWG THESE TABLES. •r; ' J.CHANNEL OR INTEGRAL 4)-1/4112-1/0 AND'1131/3-113'INDICATE THAT THOSE STANDARD SASH CONFIGURATIONS FALL WITHIN THE SASH WIDTH RANGE q,L14:p% P.E. •FIN FRAMES IN THE ADJACENT COLUMN.'CUSTOM'INDICATES THAT NO STANDARD SASH CONFIGURATIONS FALL WITHIN THE RANGE. P.E,#58705 r r � TABLE 26: em Of MateNal 3500' 3500 —�{ 3.500' 3.500' # Part# Deawiption material �H� oar _..�� .osr 1 820121 Fm= rwM�,SM andwW Jm[dts-Flame rel PVC 2 62D1 Flame Head,Sm end James-FlmtiOe PVC 3 820123 Fmnw Head Sig and Jarnbs-Fin PVC 4 620124 Rama HeEd,IM01 SW end Jambs-Equal L� IWC 2448 8.445 �� 2.445 2445 13 620172 Atd14Jft klaert!Tdm Cofer PVC 14 W0131 FbiedTmok Meeting Reil PVC ji p 1 p 15820158 Th,ck irreert ��AI � _1L __LL 16 SM12B Sash Rall(Sides,Top&Bottom) PVC 17 620168 Monorail 8�3 TO Al .625 J-CHANNEL FLANGE FRAME FIN FRAME EQUAL LEG FRAME 19 620158 Pug Rall Werlwk 6063 T8 Al '7- 1.37 O SME HEAD,SILL O2 HEAD.SILL& 1.3 O3 HEAD,SILL& O4 HEAD,SILL& 20 820144 Pull Rag Herb*Caen PVC i j &JAMBS JAMBS JAMBS JAMBS 21 620150 Light Sash R77In1orcemerd 8083 TO AI 1 72 620151 Standard Sash Reintrcam eM 5083 TO All 1.672• --j 1.641• �{ 23 HD Sash REd*memerd 6063 TO AI • 76 820163•• IBeetirr�7'il Reinbme7l7erlt 6606 Tb Al 150T �{ 437° e 2.100' •• • 620164 Meettng l Ra moot T5 a I 1.e3m z.ns• • 62#V6•• D.Horiz.Rogw M hg Rag Reirrtomemmlt BOOS 75 AI 772° ow o o 1.020• 1�7� I •• ••� 710X11 PA 0 x 1-1/ PFS PH (MwXereg Sotew) 4108S 1LL 47T • 28 81844• Weetheret11f/!.tfA"it. 70'Fin Pile ag5• os0• -+alp- 070 050^ 6 19 Weatlrers,dp•.Wd(e220r P PRO t231• LIFT RAIL LIFT RAIL t.W6' I+ •• 30 • • X 1'Ph•P etbek MouNing Screw) 410 SS 13 TRIM COVER 14 FIXED RAIL 15 INSERT 18 TRACK SASH RAO. 19 INTERLOCK 20 INTERLOCK COVER •1 4A #B x 31/2'P.PH SMS(Fix Meeting Rag Screw) 41088 • an 716=0••Meeft Reg Plate 6063 75 Al 0 Hole r4pwo• PVC .070• 1.100' • • � 720187 Ireteiietion Screw PI PVC ' ns • 3 7201 Auto Lank • C Steel e 7y7. 750. 715, 775 cast 2kc • 720198 Swey LDak Qo-ApWnlWy Cast arm .035' --��..--� ,025 -".)+-� --� 1.185 40 A X 1-1/8•*h.PHS (Auto and Sweep Lock Screw) SS LAMI IG EXTRUDED ROLLED LIGHT SASH STANDARD • �B;W Sweep Lack Keeper Cast A11rc O BEADING 81 SCREEN FRAME O SCREEN FRAME 21 REINFORCEMENT O SASH REINFORCEMENT 421 78X334PF*• x 3/4'PH.PH SDS(Keeper Screw) SS 431 7012FPTX #8 x 1/2"FPH Tek(ftedntmenmt Screw) SS2&P 441 TopCww Key Hyp, 1 070• —"IFS— ,.78Y I ,.tea' �-- 45 Leadstile Bottom Corrmr Key Nylon �{ 1.184' r 91. .070° � � .os4' 46 L ackatil9 Top Cw w Key Nylon .810'F�7-- 57s .79t• 1.03s 1.041•� Jl i t.04t' tsL 1 122947 Locksoo Bottom Currw Key Nylon T .166• 1.331' P•— � � 13(r -� � t64• _L .074• 48720204 wheel } 72 %7MO42WScmen LEnd.I.G.Bead PVC HD SASH STANDARD HD MEETING HD HR MEETING 74Backbeddhg,GE 7700 or Dow 791 6111WIM l O REINFORCEMENT 24 MEETING RAIL O RAIL O RAIL 17 MONORAIL PRODUCT REVIS1iD REINFORCEMENT REINFORCEMENT REINFORCEMENT ss�Y�a°etbte•L�kx 76 Block(I18'x 2'x 1/8' 85+1-5d=- EPDM n�annrsl7o 7(e- }7 8D Ro04wrrred Screen Alum t t, Rewad BJa Doti latare 81 ExbWed Sween Frems Alum `:t`i is i,.• '%i, B, 82Exft ded Screen Spreader Bar Ahrm Rowed er Doter I�rlderc 83 Screen Caner Key with Pug Rhr9 PVC ' 84 GLB Screen Cwrler Key No Pu0 Rlrg PVC86M Temlon Spring SS8 screen Ckdh FmerglassWINDOW EXTRUSIONS&BOM J ROSOWSKI614 .140•semen spWre(Machlrre/ftmld Rog�> vtn i ifi�6 ,-; ,DTD TBNNDLGG, DRNE TNw' " N.VENiCF, FL 34275�= ''• :":-::•.•�-•.•-: ;;:� P.o.Box 1528 HORIZONTAL ROLLER-LM 05/15/15 NOTES: �.�;:�': .•... .'.;. NOKON6;FL 34274 Soxkr Short Orwtca No. Ra: 1)ITEMS#6.12,18,36,36.49-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. t �," HR� 2)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE, A:LYfiIY MW�,�M � OF�.f2 HR-5510 NT.S 17 OF 18 M D-HR5510-01 A 18 SASH TABLE 21. z ASSEMBLY Egress Lack Big of Material MITEREDFRAMEwrrHDETAILS O+ f Part Deacr{p0at MateAal 1 INTERIOR AND EXTERIOR O 7MC/02a Mmn Pane Lacs jj rcFRAME WELDS 100 08 ® 10173340 armam8 P 102 72 21 MWp*d tockn103 720294 M I.oek OWde46 ATTACHEDTO32 EXTERIOR SASH RAO. 10422M7--221 aSer Lw4hVadeatew71024X12HFX 0 x V2"HH MSteal78X1FPAX x1'PtLFHSMStew107 78X76FPTX 118 x 3NF Ph.FH SDSWSteil 19 17 ATTACHED TO © 183 30 FRAME JAMB 27 1e ~ EGRESS LOCK • • ••• 37 DETAILS •• •• • • •-�, (NOT TO SCALE •• ••• • • • (Jy • • 83 ORO 42 Bal ll//'I • 104 • • • S/ • OPT.AUTO LOCK 91 86 • • •• 45 -.'�.. ••• *see • ZO ATTACHED TO PRODUCT;*iIh dw 61 � Yt4q aid<ltel • e••••• •• 48 FRAME JAMB 108 AA �N,,IG-O 14. • { ••: ••• + Date 42 101 By • 14 • ••• Dam 00• 72 38 102 X4 40 41 \1 I 47 ® ATTACHED TO • 42 1 OPT.SWEEP LOCK FRAME JAMB 80 OR 81 16 O 1070 TECHNOLOGY 2DRIVE MITERED FRAME WITH FL 1 INTERIOR AND EXTERIOR 100 (941)-480-1800 FRAME WELDS CERT.OF AUTH./29298 SCREEN R.a w Br. 0#1 RsvWw ASSEMBLY DETAILS/ raMe.d oyr aft trowrer 00 84 EXTERIOR FRAME [f6 ; ',. EXPLODED WINDOW VIEW J ROSOWSKI ASSEMBLY aver NOTES: DETAILS _ : .•,•.:�;�.ri:�;-°:•;:•;w>:� HORIZONTAL ROLLER-LM 05/15/15 1)GLASS AND SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ® %- '` 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. Ai V p Smtw/ItR- Sodr '1 'MD ' an.• 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6-8, P :11 HR-5510 NTS 18 OF 18 -HR5510-01 A M IAMNDADE MIAMI—DADS COUNTY,FLORIDA 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 I fit' TAN OA www.miamidade.gov/economy (ER;7 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 AHI(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 Codeincludin ��PRA� :Series"FD-5555"Outswing PVC French Door w/&w/o�Sidele and Transom—L.M.L- . , an TIC, sheets 1 through 12 of 12, dated 05/07/13 with revision B dated 01/24/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the n Product Control Section. IMPACT RATING:Large and Small Missile Impact Res' LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.15-0409.03 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,as well as approval document rgedti Cd ib4ve.'. The submitted documentation was rhiewedby Maluk pesez,d'.E. . . . .. ... .. . . . .. . 00. .. . ... huAMN�e cour�Y .0. NOA No.16-0126.04 • a 16i •• • • • • Expiration Date: January 23,2019 ••• • Approval Date: May 05,2016 P ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries,Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-0815.03) 2. Drawing No.MD-555.1,titled"Vinyl French Door and SLT/TR",sheets 1 through 12 of 12, dated 05/07/13, with revision B dated 01/24/16, 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)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 FD-5570/FD- 2770 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.YM-8717,dated I I/16/15, 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 FD-5555/FD- 7700 PVC double entrance outswing doors,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-8716,dated 11/12/15, signed and sealed by Idalmis Ortega,P.E. 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 FD-5555/FD- 7700 PVC fixed sidelite,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-8715,dated 11/05/15, signed and sealed by Idalmis Ortega,P.E. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. Manuel Per P. . Product Control ExAmb r • .•• 0:0 NOA No.16-0126.04 . • .. . . . . . .• • • Expiration Date: January 23,2019 . . • •• 0.0 •• 0.0Approval Date: May 05,2016 E-1 ... . . . . ... . . . . . . . . . . . . . . . . . ... . . . ... . . . PGT Industries.Inc. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTiNuFD) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of an outswing PVC French door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7370, dated 05/23/13, signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) 5. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an outswing Rigid PVC French door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7371, dated 05/25/13,signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) 6. 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 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7338, dated 05/25/13,signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) 7. 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 Rigid PVC fixed window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7339,dated 05/23/13, signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 03/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0409.03) 2. Glazing complies with ASTM E1300-09 .. ... . . . . . .. Manu el rez, .P. Product ContrExam' er ••• • ••• NOA No. 6.04 • : : . : : : Expiration Date: January 23,2019 .. 0.0 •• . Approval Date: May 05,2016 E-2 • •• •• • • • V •• PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18 3. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusions Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors",dated 11/06/14, expiring on 09/30/19. (Submitted under previous NDA No. 15-0409.03) 4. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors",dated 11/06/14,expiring on 09/30/19. (Submitted under previous NOA No. 15-0409.03) 5. Notice of Acceptance No. 13-1121.01 issued to Vision Extrusions Limited for their series "VE 2000 Tan 202 and lighter shades (Non—White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors"dated 01/23/14,expiring on 01/23/19. (Submitted under previous NOA No. 15-0409.03) 6. Notice of Acceptance No. 13-1121.02 issued to Vision Extrusions Limited for their series "White Rigid Cellular PVC Exterior Extrusions for Windows and Doors" dated 01/23/14,expiring on 01/23/19. (Submitted under previous NOA No. 15-0409.03) 7. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 (Non-White) Rigid PVC Exterior Extrusions for Windows and Doors"dated 12/29/11,expiring on 12/29/16. (Submitted under previous NOA No. 15-0409.03) 8. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/ hr.-ft2°F, ASTM F 1249 WVTR-Pass, ASTM D3985 Oxygen—Pass,ASTM E 2190 I.G.Durability-No Fog-Pass. (Submitted under NDA No. 13-0815.03) 9. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU- in/ hr.-ft?°F, ASTM F 1249 WVTR Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs. (Submitted under NOA No. 13-0815.03) •• •t• . . . . .! -Wa wi,��t4 A70---;3 c . •• . . . • •.• . •• •i• •• . . . .. Manuel PeX42, .E. Product Control per 0:0 . 6:0 . NOA No.1 26.04 so . . . • • Expiration Date: January 23 2019 • •• • 0.6 •• • • Approval Date: May 05,2016 E-3 0:0 . . . . 0:0 . . . . . . . . . . . . . •• •• 001, • • •• •• PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • E. MATERIAL CERTIFICATIONS(coNTE EDS 10. Vision Extrusions,Ltd.Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 13-0815.03) 11. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 13-0815-03) F. STATEMENTS 1. Statement letter of conformance to and of complyingwi FBC P Edition (2014), dated 03/30/15,issued by manufacturer, signed and sealed by A. (Submitted under previous NOA No. 15-0409.03) 2. Statement letter of no financial interest and of independent, issued by manufacture, dated 03/30/15,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0409.03) 3. Laboratory compliance letter for Test Reports No. FTL-7370, FTL-7371, FTL-7338 and FTL-7339,all issued by Fenestration Testing Laboratory,Inc.,dated 05/23/13 and 05/25/13,all signed and sealed by Jorge A.Naya,Jr.,P.E. (Submitted under NOA No. 13-0815.03) G. OTHERS 1. Notice of Acceptance No. 15-0409.03, issued to PGT Industries, Inc. for their Series "FD-555"Outswing PVC French Door w/&w/o Sidelite and Transom-L.M.T.,approved on 07/02/15 and expiring on 01/23/19. . .. . . . . ... . Man el P ez, .E. Product Control a fuer 0:0 . • .•• • NOA No.16-0126.04 • . • • . • • • Expiration Date: January 23,2019 • •• • • •• •• • • Approval Date: May 05,2016 ••• • ••• • E-4 • • • • . . • • . • ••. . . . ..• . . GENERAL NOTES:SERIES FD-5555, DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT VINYL,REINFORCED,OUTSWING VARIES, RATED FOR LARGE&SMALL FRENCH DOOR&SIDELMMANSOM(SLTffR) SEE SHEETS 4&6 MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE TABLE 1: FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GTOYP Anchor SYbstrete M1n'Edge Min. ED 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. Dlelance Emb4/4• C•T &b dw Urlgrouted CMU.(ASTM C90) 1' 1-1/4' as cemAlY�E wiW the FIorLAi 3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY,USE ONLY MLAMI-DARE COUNTY A 3116'Elco UOrwOn 8w1din6 Code APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN Ungro W CMU, ASTM C-90) 2-V2' 1-1/4' A�� %ro-011 O )� PINE,ASTM COD CONCRETE MASONRY UNITS(CMUS)OF NORMAL WEIGHT AND OF COMPRESSIVE P.T.Southmn Pine(SG-0.55) 1/2' 1-38' " #10 Steel SMS(G5) STRENGTH OF MIN.19 KSI)AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. Aluminum,6063-75' 5116' 0.Der Sy 010 410 S.S.SMduct S Steel ASG 5116" 0063' M' pro 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTABL E 1,THIS SHEET.ALL WOOD #10 188 S.S.SMS BUCKS LESS THAN 141T THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS Steel Stud,A653 GC 33' 5116' 0.063" ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X B a 1 A)UPDATED ANCHORTABLE, P.T.Southam Pure(SG�.55) 1YL' .3/8' S CHANGED SERIESO-JR-03/16116 ARE 1-12'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS 3118'Elco Uhmoon Grouted CMU,(ASTM 6'90) 247 2-1/4° m B)ADDED TPS SPACER,LIMITED Concrete(min.285 kaI) 1 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 13/8' ' ' OO CFO.,STD.YRS.-JR-01R4/16 5)IF SILLS TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK.. 1/4'Elco Ultracon U CMU,(ASTM C90) 2-1/2" 1-1/4" NON-MET�OWLIT AT 3.4 K$1 MIN.PER ASTM C1107,(DONE BY OTHERS).MAX.v4'SHIM P.T.Southam Pine(SG=0.55) 62-1/r 13/8' • SP#CE FOR GFOUTNVYISH MUST FULLY SIMPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT #12 Steel SMS(6'5) Aluminum,6083-75* 0.071' • •VQHT TO THE SUBSTRATE,AND TRRNSPER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD, #12 410 S.S.SMS S2 0] • 30SFELT PAPER OR MA9nC IS REOUIRED BETNEEN THE GROUT AND WOOD SUBSTRATE,ORAS Steal,ASG 0.071" APPROVED B'*•Ri�AUfAORITY HAVING JURISDICTION,COMPLYING WITH THE PBC. #1218$S.S.SMS > • 1000 • • • Steel Stud,ASW Gr.33' 0.071'(14 Ge $ 6)ANCHOR EMS ENT TO BASE ALL BE BEYOND WALL DRESSING OR STUCCO.USE P.T.301$Feln Pine(SG=0.55) 1318" 0 LO I0 to ANCHORS OF SU ICIENT LENGTH A IEVE THE EMBEDMENT SHOWN ON TABLE 1,THIS C 1/4"Elco Ultrec0 GrOUIed CMU 1314 cm N amp • • SET•NARRQW J0�1jSEALANT IS lli6�ON ALL FOUR CORNERS OF THE FRAME.EXTERIOR rete(min.285 k8 13! O INSTALLATIOWANQHORSiSHOULD BE SEABED.OVERALL SEAUNGFLASHING STRATEGY FOR ,tg in •VAWER RESISiA NSE OF INSTALLATBIA SK9&q;E DONE BY OTHERS AND IS BEYOND THE SCOPE 1/4'Elco 410 S.S.CreteFlex LLLL • SOF THESE INSTRUCTIONS. Unlyouted CMU,(ASTM C90 1-V4" 2 U $609 see*SUASTFtA M8 /CB 00 P.T.$OuthelTl Pure(SCT-0.55) 1' 13/8' W O pC •ow 7)MAX.1/4'SI�7 S REQUIRED A�' HOR LOCATION WHERE THE PRODUCT ISNOT F Z m O C s"'o • �F� TO THE TE.USE SHI LE OF TMNSFERRINGAPPIJED LOADS.WOOD .V4'Elco 18.6 S.S.Aggre-Gator Cmiciete(min.3.27 k9Q 1412" 138' o Y • •'M BY OTHERS MUST BE SUFF6�JS T8y"CHORED TO RESIST LOADS IMPOSED ON THEM BY Unilrouted CMU,(ASTM C90 4" 1-114" Z a Z THEDOOR.SIDELTTEORTRANSOM. • tL • •••• • •••••• D co 1/4"Elco Ultraoon C"wrete(min.2.85 keq 2-V2' 1316' C 0 8)DESIGN PRWAURB6S• 1/4' Elco410 S.S.CreteFiel Concrete min.3.36 kel 2-1/2' 13/4" • A.NEGATIVE DESIGN LOOS BASEDON rdt:URAL TEST PRESSURE,FRAME ANALYSIS AND 'MIN.OF 3 THREADS BEYOND THE METAL buuuj KArF_ Of GLASS PER ASTM E1300. 0G • •eBeFOSITIVE DESRiR LVIDS BASED ONMATER TEST PRESSURE,STRUCTURAL TEST PRESSURE, ® as TABLE 2: FRAME ANALY%Vj OSS PER ASTM E1300. W V) B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS T Description Where Used: x� Z Q CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 33-1/3"/-STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR 1 13/16'Lend.IG(1!8'T-1111('Air-MY ANN-.09D'PVB-1/8'ANN) Door 0 THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 2 1.3118'Lama.10(3/16'T-6/8`Air-1/6'ANN-.090'PVB-116'ANN) Door LL DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Z 1.3/16'L.eml.IG(VB'T-9618*Air-3/18*ANN-.090"S B-3116'ANN) SidelitDoor re0m (INCLUDING ADOPTED STANDARDS)FOR CORROSION RESISTANCE V ' z LL 4 13/16'Lama.IG(3116'T-1!T Air-3118'ANN-.090'SG-311W ANN) Sidelite/Transom LU 10)ALL RIGID PVC AND RIGID CELLULAR CPVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS 6 13!18'Laml.IG(1/6'T-9/18"Air-3116'ANN-.09V PVB-3/16'ANN) S(delite/Tiransom BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. aq1 'tea wy 6 13/18*Lams.10(3/10"T-1,7 Ah-3118'ANN-.090"PVB-3/1(r ANN) Sidelite/Ttensom 11)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA T 7/16'Laml.(3/18*ANN-.090'PVB-3116"ANN Ocor/3ktelltefrrensom 1>>i;I:1 I't,Ot BUILDING CODEANM-ANNFAI Ff1 \ `h.) LYHIf A;ICt��i�;. 12)REFERENCES: T GUIDE TO SHEETS: =TEMPERED �.�•..•'•r i:,ia,cr•.,C,p TEST REPORTS:FTL-7339.7371,8715,8716&8717 'PVB'=.000'BUTACITEO PVB INTERLAYER BY KUR4RAY AMERICA,INC. SG'a.090'SENTRYGLASS INTERLAYER BY KURARAY AMERICA,INC. GENERAL NOTES._......._...............1 7 R: •'.')r NOAS:ELCO ULTRACON NDA;ELCO CRETEFLEX NOA ELCO ADORE-GATOR NDA; ELEVATIONS......_._.......—..--..2 ,0.55705 VISION EXTRUSIONS,LTD.WHITE RIGID,VE 1000 TAN 202(NON-WHITE)RIGID&BROWN-COATED SEE TABLE 11 FOR SPACER INFORMATION GLAZING DETAILS..-»._..............3 - AM7p,(PAINTED OR LAMINATED)RIGID PVC NOAS,VISION EXTRUSIONS LTD.WHITE&VE 2000 TAN - DESIGN PRESSURES..»......».._....4-5(NON-WHITE)RIGID CELLULAR PVCNOAS,ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND AOM STANDARDS USED: SIDELITEATRANSOM ANCHORS....46 ;•� t1=ALUMINUM DESIGN MANUAL •2014 FLORIDA BUILDING CODE(I`W.5TH EDITION INSTALLATION.......».....-._.__..7-9 :`J� ' •ASTM E1300-M EXTRUSION PROFILES...»»».»»»..10 •.•, C ,4I;.,•'� 13)THE 6565 SERIES 13 ALSO KNOWN AS THE 555 SERIES. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PARTS LIST.................._.......__11-12 '� �^,-,'••......•• a eALUMINUMDESIGN MANUAL.ADM-2010 CORNER DETAILS...._...»...-.....�.11 �'�� ta(Cl,j� Ire,, eAISIS100-07/S2.2010 HARDWARE DETAILS..................12 A LYnGd fJl)utn,P.E P.EJ)56705 EXAMPLE CONFIGURATIONS 4D• 40'MAX Max S' MAX 78 MAX. ----�{ TYP MAX38'3MULL I 1'MULL —+'•I M 4•—►I 1'MULL MAX SLAB WIDTH wcmpC'TREVLS�9 a��ryinx.aa,•x Fmtfda' MAX MAX.SLAB 83AHEIGHT AB (ALL DOOR HEIGHT CONFIGS.) a)No CHANGES THIS SHEET JR-03(18116 B)LIMITED 00 CONFlG. JR.0124MO •0 • ••• TYP.DOORSLAB ••• i X XX OIX(SHOWN)OR XIO O• IXIO • • •••••• (WIDE STILES AND WIDE RAILS (NARROW STILES AND NIDE 'AOb SHOWN ON SIDELITES) RAILS SHOWN ON SIDELITES) • '0000 • • • • • 30.8 FT'MAX 30.6 FT-MAX. O a • ••• O 1EfAIL SEE SIZE RANGES FROM SEE SIZE RANGES FROM MAXIZONTAL .�L1 �'•� 38-34" }n sh alnp • ••• • •• •• r�•� TABLE 8&9.SHEET 5 TABLE 8&9.SHEET 5 HO UWON I I I N . . LENGTH. . . o pp d ... ... . .••••0 Z� IJi $ —0 `L ••• 0000 0000 40' 40' UV X� d 0 7w WIL MAX • ••• ��•• 1•MULL()Q) •••• 6B•7A• 108.1/18' TYp, aN MAX MAX -- h— 1•MULL W O Y F Np • DLO DLO Z 0_Z • •1 MAX MAX 0000 O • . •• 111• 111' ¢ ~ N 1'MULL • ••0 4::� •• HEIGHT / OR WIDTH ORTH MAX / ® LL UVERLL� g ? � Iz \ / O LL J b a � \ % \ z d .\ °rNl •�a��5 \ Iltt:r 4. O XX O SINGLE O SINGLE O OIO(MAXIMUM OF 2 \i ,•;(!r; �t� •i (WIDE STILES AND WIDE (WIDE STILES AND WIDE (NARROW STILES AND NARROW MULLED SIDELMES) •� ��-••-r••�' `�� '. RAILS SHOWN ON SIDELITES) RAILS SHOWN ONSIDEUTES) RADS SHOWN ON SIDELITES) (WIDE STDFS AND NARROW O/O WITH O/X WITH �`C•.•'`��,aP1sg A NOTES RAILS SHOWN ON SIDELITES) HORIZONTAL HORIZONTAL 1)SINGLE DOORS MAY BE LEFT O RIGHT-HANDED. MULLION MULLION 2)MULLIONS SHOWN ARE STANDARD 1'FRENCH DOOR MULLIONS PER THIS NOA (WIDE STILES AND (NARROW STILES = ppp 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA WIDE RAILS SHOWN AND NARROW 4)FRENCH DOOR MULLION IS LIMBED TO BB'IN VERTICAL APPLICATIONS AND 40'IN HORIZONTAL APPLICATIONS. ON SIDELITE& RAILS SHOWN ON ^3 - 5)NARROW OR WIDE STILES AND RAILS MAY BE MDOED WITHIN THE SAME SLTRR OR MULLED ASSEMBLY. TRANSOM TRANSOM) 6)ADDITIONAL CONFIGURATIONS USING THE 1'FRENCH DOOR MULLION ARE POSSIBLE USE THE ABOVE DRAWINGS AS ''}.: •• Fa Un10�'. A REFERENCE FOR SIZE LIMITATIONS. rrr rr Rl}U•`.. A LYNN MILLER P.E. RE#58705 .+0 GLAZING DETAILS I I Iffff- LGLASS STACK ID GLASS STACK GLASS STACK —��--.{ WIT LAMNATED GLASS STACK GLASS STACK GLASS STACK 1B'ANNEALED GLASS /8'ANNEALED GLASS 3/18'ANNEALED GLASS BIB'AIRSPACE 9/18'AIRSPACE ,090'SG PRODUCT REVISED 11/16•AIRSPACE PVS .090'PVB /8'AN GLASS +�•�I{�m GLASS 1/8'TEMPERED GLASS 1!8'TEMPERED GLASS 3/18'TEMPERED GLASS 3118°ANNEALED GLASS Bui 11 Accepwuce�� -OI ' EXT:;r 11/1 EXTERIOR to 11/18' EXTERIOR 1a 11/18' S1, GLASS BITE a � GLASS SITE GLASS SITE M 'Oduct s 43 37 38 39 40 42 37 38 39 40 42 A)NO CHANGES THIS SHEET a JR.03/18/15 41 m B)ADDED GLASS TYPE 7&TPS • GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 u JR-0124H6 • USED IN DOOR ONLY USED W DOOR ONLY TYP.WIDE FRAME GLAZING • • • ••• • •• DETAIL,NARROW FRAME SIMILAR • • . �yds, 1.3A18'NOM. 13/18'NOM. • ••f GLASS STARK ! , • 7/18'LAMINATED GLASS STACK 7118'LAMINATED GLASS STACK 7/18'LAMINATED Ir lC O '�• • GLA89 STACK GLASS STACK GLASS STACK 0ID slop O �/18'ANNEALED GLASS 3118'ANNEALED GLASS 3116'ANNEALED GLASS C7 cc L~N D: • 669 •i12• �'/,CE • • ,pgp•IS�p WlW AIRSPACE .0�.PVB 1/Y AIRSPACE �.PVB 0 crl o O F4 LL • 0:0* ••3/18'TEMP jFtjQ GLASS •3/1�EA.ED GLASS 1/8'TEMPERED GLASS 3118' FAILED GLASS 3118°TEMPERED GLASS 3/18'AN GLASS X LL m ""1OJQ • • • • �L! • • •• Q 1V78" EXTERIOR to EXTERIOR to 11/16' �"ZW m O ... t oma 11/18' 0 7 Y F ..; EXTERIGR GLASS BTTE a 4 Q GLASS BITE a 3 Q 14 m III GLASS BITE "PpppZ d Z cc I Ngoz o 30 39 37 se 39 a 37 ss 3s as � Q a7 • 1 1 42at • •••• •.•• 47 41 ® O lao4s • 0000 GLASS TYPE 4 GLASS TYPE 5 GLASS TYPE 6 0 J F) TYP.NARROW FRAME GLAZING TYP.NARROW FRAME GLA36JG TYP.WIDE FRAME GLAZING = Q 2 DETAIL,WIDE FRAME SIMILAR. DETAIL,WIDE FRAME SIMILAR. DETAIL.NARROW FRAME SIMILAR � IZ 0 sloes O - w b ,tel 7118'LAMINATED Z I GLASS STACK Z 13 3118'ANNEALED GLASS ,.:. u' .090'PVB 8111 'osop seues 3/18' EALED GLASS lifir GLASS SITE '•.1� 113 4s ae �•%'t'• s ATE*� 'IVB'=.090'SUTACITE�PVB INTERLAYER BY KURARAY AMERICA,INC. v C . USED A DOOR.(SHOWN) -Cr a.090'SENTRYGLASO INTERLAYER BY KURARAY AMERICA,INC. IG:'ri l-; GLASS TYPE 7 Y" &SIDELITEITRANSOM A LYNN MILLER,P.E. P.El W705 SINGLE DOOR DOUBLE DOOR SIDELITE-TO-SIDELITE SIDELITE-TO-DOOR INSTALLATION INSTALLATION MULLION INSTALLATION MULLION INSTAL (XX) 4.O.C.MIN., (0 10) (XIO,ON,XIX,OIXIO,XIOI OIXXIO TC) SEE TABLE 4, SEE MULLION CLUSTER SEE L ON Of _ THIS SHEET. /� �" DETAILBELOW /�I `�� DETAIL BELOW 4*MAX FOR J 4• 1 I_CLUSTER__ SEE QUANTITY I- 1 \i ATTACH DOORS AND 1 it mPRODIX-f REVISED R . .L L SHEET 1 FOR SIDELITES TO THE & r B'MAX &MAX lIr --- - ,TYPE �� i MUWON AS PER 1� 8te•Ido•Coda T THE INSTRUCTION .I AmcpIDnw No( -O!a(a 9 1 1 I CENTEREDi' OF THE INDIVIDUALBETWEEN I I ` CENTERED ANCHORS i I i `� i i I DOOR OR SIDELITE BY CENTERED I I I 1 Miam• Prodad BETWEEN H NI GESS I I�, 1 HINGES i ,\ I 1 1 TASLE 6: i I MULLION CHANGES SEEI I _L SEEI I 1 �I I VERTICAL MUWON �I I�, �' IIN JR�D3Hgry6 THIS SHEET NOTEII 12.O.C. NOTEtt I I CENTERED MAX CENTERED I I I I I rTGN PRES8URE i i APPLICATION m B)ADDED GLASS TYPE 7 To BETWEEN I I�, BETWEEN I I \` / I SEE i 1 41-10.0 PSF I I flTAB 3,JR-01/24118 HINGES I '� I I I NOTE 1 i i i > f • ,�• I•••'� 41111m �'WEMEEEND ! 1 ,'� 1 SIDELITE SIDELfTE SIDELITE DOOR ANGPIORSm MAX ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS (o '18 • •f• NdhOR REQUIREMENT"• • ANCHOR REQUIREMENTS SAME AS HEAD SAME AS HEAD G a O MEAS HEAD 990090 MAX MAX _-`^�� ' e;e0 W .- • •• XX USING ASTRAGAL s• e• O N�1'MUWON `�1•MUWON x ,�I 4.O.C.MUN. 6' 4'O.C.MIN. 4.O.C.MIN. ?-%, 4.O.C.MIN. O uaw • • TABLE 4: I 1 y - -T i -i i Z LL P i 11 S Uj ••• TAB • XX Door.Alltr&�1 g7laDar Afmhors RagWred I 1 I uj xx TABU • +o �n�mms Type •• Door Width On) I F THIS SHEETS I --- r THIS SHEET, Z m O Baa • moo: • 18D�E- 12 FOR ANCHOR i SIDE- DOOR FOR ANCHOR o Y f- • f . IL F Chase 40 72 70QUANTITY.SEE i QUANTITY,SEE r- O O _ p p LITE TABLE 1,SHEET , LITE ,�\ TABLE 1,SHEET r Z a Z .� W • ••• • `� m t`g m C'II m U p 1 FOR TYPE �� 1'� t FOR TYPE 0 0 • • • �, a // • •f• •••• • • Ch TABLE B: • • 4 4 5 4 5 4 4 Anchare fbgWmd ml a VaNW MuMon(each mLdUm end) FOR-OP0gO• ® 8 W 7ae45 •••• 06 4 6 4 6 4 6 5 4 Door orSkIMe/Trensom WIW'M) AND SIMILAR O j y 1 24 32 1 3&U 40 CONFIGURATIONS F S c Z CONTAININGA U mLftn o m v o m v m m m o DOUBLE DOOR W �°'s TRANSOM-TO-DOOR(X/O)OR TRANSOM-TO-SIDELITE(O/O) HBf74 iffick If g CAn DAY HA o LL Z 'o (.) SS r�3 ONLY HALF OF MULLION ATTACHMENT&INSTALLATIONTHEFRAMEso � � � rdij Door WA 2 1 2 2 1 9 Z 1 WA WA WA WIDTH OF THE U y 8LTlTR 1 2 1 2 2 i 3 2 1 3 Z 1 ; WQ ATTACH DOORS, - DOUBLE DOOR -r�� fI00T WA 2 1 3 2 9 9 3 2 WA WA WA TRANSOMSSIDETO TBF'IE `��\ SLT/IR 1 2 1 :,K:72 2 1 3 3 Z 3 3 2 THISTABLEUSING a171 roaep seu THE MULLION AS PERINSTRUCTION TTi/WS{,Tfrl ` � 1MUWON INSTRUCTIONS: OFTHEINDIVIDUAL - .:��`,i>i,1:'+IP;tkt•!l,Jj 8• ? SHEET 1FOR � HORIZONTAL 1 UC DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SANCHORS.SEE TABLE 1, , (1� ..• CP � PRODUCT ---r- — ? I MAX I MULLION ALL APPROVED ANCHORS.FOUR OF THE SDC ANCHORS MUST BE INSTALLED THROUGH THE HINGES,ONE AT EACH i 8.112' II APPLICATIONS HINGE LOCATION(RECOMMENDED S10 FLATHEAD SMS OR 3116-FLATHEAD ULTRACON FOR EACH HINGE ANCHOR). r ALWAYS REQUIRE 2)FOR A MULLED UNIT,DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT PI THAT CONFIGURATION.FORgo" TABLE 7: DOOR OR' MAX. TWO(2)ANCHORS EXAMPLE,ON AN NO'CONFIGURATION,THE DP FOR THE DOOR,THE MULLION AND THE SIDELITE MUST EACH BE _ (TYPE A-D)AT EACH DETERMINED.THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY. ' HOR®NTAL NUWON SIDELTfE - _ / MULLION END. NOTES: "'4.;�• �JJ 1 }� DFSUON PRE39U� _ 1)SINGLE DOOR MAYBE LEFT OR RIGHT-HANDED. ""SILOc •�•�` +H71LOPSF 2)MULLIONS SHOWN ARE STANDARD I-FRENCH DOOR MULLION$. ',.-f`•' rCUF•iv:••,L� 40'MAX.MULLION LENGTH IN HORIZONTAL APPLICATIONS. 3)MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES,SEE SEPARATE NOA i fico• -• Y t, IY�ri TRANSOMS WIDER THAN 40'WILL REQUIRE ADDITIONAL THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP. A, STRUCTURE STRUCTURE OR DADE-APPROVED MULLION BETWEEN 4)FRENCH DOOR MULLION IS LIMITED TO 80'IN VERTICAL APPLICATIONS AND 40-IN HORIZONTAL APPLICATIONS. TRANSOM AND DOORISIDELITE. 5)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDEUITE"MSOM OR MULLED ASSEMBLY. X LYNN MILLER,PE FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P.Ed 58705 r TABLE 8: 31dente/TramwmWdgnpnmms(+/-,psi)for Glass Types 3R4 SIDELITErrRANSOM INSTALLATION(0) Long Side M) 633118 68.5/8 66 70 72 78 78 82 84 88 92 96 98 104 108 111 24 q-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1-70 +/-70 +170 +1-70 +/70 +1-70 +170 +1-70 1 +1-70 +1-70 28.O.C.MAX. 2312.O.C.MAX 28 +170 +1-70 +1--70 +/-70 +1-70 +1.70 +170 +1-70 +1-70 +170 +1•-70 +1.70 +1.70 +/-70 1 +1-70 +170 IF SHORT SIDE 15 IF SHORT SIDE IS 32 +170 +/70 +f70 +170 +170 +/70 +/-70 +1-70 +/-70 +1-70 +170 +170 +h70 +1-70 +1-70 +170 '4('ORLESS OVER 40' I'RODUCt'REVIISIEV 38 070 070 +170 +170 070 070 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +/-70 +17amid.$ 0 +1.70 ---- ---- ---- °fth �F � BwldmCode 38314 +/-70 +/-70 +1-70 +170 +170 +170 +1-70 +1-70 +170 +/-70 +/-70 M•70 +1-70 +1-70 +/-70 +/-70 ------ - -- neoeWaowNo��'0� �Q' 40 +170 +170 +1-70 +170 +170 41-7D 070 +170 +770 +WO 070 +170 +1-70 +/-70 +1-70 +/-70 I I I I SEE TABLE 10, 42 +1-70 +/-70 +1-70 +170 +170 +170 +1-70 +1-70 +/70 +/70 +170 +1-70 +/-69.8 +/43S.6 28'O.C.MAX I t I I SHEET 6 FOR 8y 44 070 +1-70 +1--70 +170 +170 +1-70 070 +1-70 +170 0-.6 +/-S&B +!$7.7 +1-57.3 IF LONG SOLE IS' ANCHOR 46 +1-70 +1-70 +170 +1-70 +1-70 +/-70 +1-70 41-0.4 +1-%7 0-67.6 +!•88.6 +/-65.8 40'OR LESS I I I I QUANTITY,SEE I I I TABLE 1,SHSHEET 1 48 0- +/-70 070 +170 +170 +/439.9 +1.89.1 0"7.8 0S( +/45.6 +/-84.7 i i I i FOR ANCHOR a A)CORRECTED TABLE 8 DIM.- 50 •17i +1-70 +170 +170 070 +1-88.4 +/.87.8 +/88 +165.4 +184.1s JR-03116/15 • 62 /70 '+7-71 + 0 +h7D +19.1 +187.1 +/•86.2 +/84.6 +183.9 i i I i TYPE. B)ADDED GLASS TYPE 7 TO • • 54 +/-70 49-70 +174 +/ .2 +/� +186.9 +185 +1.63.4 i I I i a TABLE 9;JR-OU24H8 • 2312'O.C.MAXI I • • 5B J +70 +1. 9.7 +/6P3 +/87.1 +/84.9 +/838 IF LONG SIDE IS I I I I 58 +/-70 +1-70 +/ft +/ 8 +/88,3 +/84 OVER`>� BD +1-7T +/89.8 +188.5 +787 +185.6 I I I I 0 5 • ••82 N 70 x/89.2 +/ 6 �L - 1Y MAX(LONG SIDE) 3 .,1ea 8 *1114 8/•89.1 +187.• •K812 6'MAX. _I ---------------) G • 65-wa +189. 0.88.9 (SHORT SIDE) -"I t•9 CUE • • • • (WIDE STILES AND WIDE. 0 a • 0 0000 •0•• RAILS SHOWN ON SIDELTTES) O J 0 1 • ••• Z LL W)LL • 00.00• _ • • LE9 • ••0••0 WZ X� (1 • • • • •• Sidelite/rransom Design Prossum,p9 forGlawTypes S.887 Fti W O Na • • Larg side 0n) 28'0.C.MAX 23-IW O.C.MAX >. � y • •••• •••• IF SHORT SIDE IS �--�j- IF SHORT SIDE IS Z d ZLL 8319116 60$!8 88 70 72 76 78 82 84 88 92 98 Be 104 108 111 40'OR LESS - I I OVER 40' O O 24 +l- +170 +470 +/--70 +J-70 +/70 +/70 +170 +1-70 +/-70 +1-70 +170 +770 070 +/-70 +/-70 - ---1----L� a a 28 +/-70 +/70 +/-70 +170 +1-70 +170 +170 070 +1-70 +/-70 +/70 +170 070 070 +1-70 +170 8 Lu -------------- W nuts 32 +1-70 +170 +(--70 070 +170 +170 +170 +170 +170 +1-70 +770 +170 +170 +1-70 +1-70 +470 r ® d' 38 070 +170 +170 +170 070 +170 +170 +1-70 0-70 0-70 +170 +170 +170 +1-70 +170 070 I I I I SEE TABLE R F 28.O.C.MAX I I I I S)iEET'6 POR = Z 38-3!4 +/-70 +/-70 H-70 070 070 +170 +170 +1-70 070 +1�.9 +1.69 +/883 +187.9 IF LONG SIDE IS 1 1 I I ANCHOR V W 40 +170 +/70 0-70 +470 +170 +770 +170 +189.8 +189.3 +188.3 +/87.4 +188.7 +186.3 40'OR LESS I I I I QUANTITY,SEE W It °Jto 42 +/-70 +/70 +170 +170 +170 +/-•5 +143118 +187.6 087 +186 0.651 I i I i TABLE 1.SHEET 1 O U. Z to �1 I I I FORANCHOR LL Lo 44 +1-7D +/70 070 +470 +1-61.1 087.6 +186.8 +186.6 +185 +784 u� Z 0 La 46 +170 +170 +/89.4 +16114 +187,4 +185.8 +/85.1 +1.618 0-612LL- 48 +/-70 1 +188.8 +/68 +188.8 +188 084.3 0.83,5 +182.2 �i i i i 5 13 2312'O.C.MAX w 50 +189.9 +167.6 +186.8 +185.7 +11'x4.7 +182.9 +1821 IF LONG SIDE IS I I I I 52 +189 +/86.6 +185.7 084.6 +1133.6 +181.7 OVER 40' 59 +188.3 +185.7 +184.8 +183.6 +1626 UYNh!A>I �i, 58 +187.7 +(65 +1.64.1 +/•828 '------------- 1Y MAX(LONG SIDE) �...��c.- 3f ` -6'MAX -----------68 +8.3 +184.5 +/8.5 1 *:o.58705 (SHORT SIDE) 82 +1-88.9 (NARROW STILES AND NARROW RAILS SHOWN ON SIDELTTES) -[J•:"�� ij� 833116 +168.8 �.T:r •• .,'ts E. ,:��: NN "•. iS'• ��.. 1)NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITEIIRANSOM OR MULLED ASSEMBLY. t' 2)SIDEUTEMWMM MAY BE A SINGLE,STAND-ALONE UNIT. A LYNN MILLER,P.E. 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. P"88706 A_ � v TABLE 10: Sldell alTran6om Anchor Quantlty Lag Side(in) is w-smq qq C� Q 8 8 84 as 92 96 98 104 108 ill Q eb Q a6 Q a5 Q ab Q m Q m Q m Q m Q m Q mQ m Q m Q m Q m Q 0�1. 4 00 rRODUCr IMVLSED CD L1— 1 I I i I 24 Short Side 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 22 2 12 2 2 2 2 2 A 209 LaVS!do 4 4 4_ 4 4 4 4 4 4 4 4 4 4 4 4 4 6 6 5 5 5 5 5 5 5 5 6 5 5 8 8 8 8 Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 t Side 4 4 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 5 5 5 6 5 6 6 6 6 6 5 5 7 6 7 6 32 Shat Bide 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Lag Side 4 4 4 4 4 4 4 4 6 4 6 4 6 4 5 4 6 5 6 5 8 5 6 5 7 5 7 5 5 7 6 8 6 <A)NO CHANGES THIS SHEET 36 Ide 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 S JR-D31191I8 • i •4 4• 5••4 5 4 5 4 5 4 5 4 5 4 6 4 6 6 6 5 7 5 7 5 7 6 8 5 5 7 6 a 6 m B)NO CHANGES THIS SHEET • • 38.314 Short Side 2 20 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SJR-0124116 • 4 4 5 S 4 6 4 6 4 8 4 6 4 6 4 a 5 7 5 7 5 7 5 a 5 8 5 5 8 6 9 6 94• • 40 S 2 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 LoM Side 4 4 S 5 4 5 4 5 4 6 4 6 4 6 4 6 6 7 5 7 5 8 6 8 6 8 5 5 9 8 9 8 Shat Ide 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 y in • • L 8t 5 4 •rb •• 6 4 6 4 5 4 8 4 6 4 6 4 7 5 7 5 7 5 8 5 8 5 8 6 B r •may Stat Vde 93 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Ir 1 • • '� Side 5 4 5 4 5 4 6 4 6 4 6 4 7 4 7 5 7 5 7 5 8 5 8 S • is y•48 8 3 3 •a •3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 O N ti erOO O ui LHO LQIg Side •5 4 5 41 5 4 6 4 6 4 6 4 6 4 7 4 7 6 7 6 7 6 8 5 099 N • ;� • S ds 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 —r Ee Aa toCS • • • Long de 5 4 •4 5 4 6 4 6 4 6 4 6 4 7 4 7 5 7 5 7 3 Z u w w'°'d • Shat Bide 3 3 31 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 U U X • • • Side •9 4 5 4 8 4 6 4 6 4 6 4 7 4 7 6 7 5 LU • S 3 4 4 3 4 3 4 3 3 3 3 3 3 3 3 3 F" DD O � Jm0 52 Lag Stile 5 4 59 40 8 4 6 4 6 4 6 4 6 4 7 4 7 5 ti> O p • •• • 3tror/91d! 4 3 4 4 3 4 3 4 3 4 3 4 3 4 3 W LL S' 4 6 4 6 4 6 4 6 4 6 4 6 4 7 4 Z O 58 Shat S de 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Q m Lom Side 5 4 8 4 6 4 8 4 8 4 6 4 6 4 Q tShadSidD 4 3 4 3 4 3 4 3 4 3 4 3 $ r�`� 58 5 4 6 4 5 4 8 4 6 4 6 4 O w 60 5 4 6 4 6 4 4 4 4 4 = O Z 5 4 8 4 6 4 8 4 6 4 5 4 6 4 5 4 5 462 Z 5 4 B 4 6 4 6 4 f LL 833/78 w to Shat Stile 5 4 5 4 5 4 N Log Side 5 4 6 4 6 4 Z J a 6SSIB Short Side 6 4 6 4 to Lag Side 5 4 6 4 ant ysed seu j NOTES: :'ti�c,••..-....ff�••. 1)NARROW OR WIDE STILES AND RAILS MAY BE MVED WITHIN THE SAME SIDELITERRANSOM OR MULLED ASSEMBLY. 2)SIDEL.RUfRANSOM MAY BE A SINGLE,STAND-ALONE UNIT. 0. PI IAILLER LYN ,P.E.3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. RENSM EMBEDMENT 1/4' INSTALLATION � SHIM 23 OPTION 1 INSTALLATION ANCHORS EDGE 18 INTO 2X WOOD. 13 DISTANCE 1 88 87 PRODUCT REVISW TYP.ANCHOR TYPE, 3 m�74YiM with go tlodb EMBEDMENT AND 71 33 B.Idi.9 Coda AcD ftm 1 A EDGE DISTANCE PER e oma Ig SUBSTRATE,SFE TABLE 1,SHEET 1. By Miami 43riT 1 ANCHOR PER HINGE TO BE THROUGH Q A)NO CHANGES THIS SHEET SUBSTRATE.MINI#10 C7 JR-03/18115 FLATH• >•ABE SI�ET 1!• 5 14 15 9 8 m B)NO CHANGES THIS SHEET • ••• • aT - 4T 48 JR-01124118 • • 28 • ••• • • i 70 DETAILQA 19 m •2X WOOD BUCI��<bP••• ALSO SEE BELOW EXTERIOR OR FRAMING,SEE R Y • ••• • SMTE 2.THIS SHAT •• �J DETAILQB ••• ••• •• 000000 TYP.ANCHOR TYPE,EMBEDMENT p U) AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 1. • ••• •••• •••• N • • IWP.ANCHOR TYPE,EMSEDMENT/WD .t • Lee: •••• ED401UPWANCE PER SUBSTRATE.SEE OPPOSING IAN INTERFERENCE OHO081 O 18 TYP.ANCHOR TYPE, � • TABLE•••i i f THE CORRECT LENGTH OR TTP.ANCHOR RIPE, EMBEDMENTAND Z I+• LL • • STAGGERING LOCATIONS. EMBEDMENT AND FJ7GE EDGE DISTANCE PER EMBEDMENT 1/4**••• 23 DISTANCE PER SUBSTRATE, 18 SUBSTRATE.SEE C-) X a • •••• �• .• HQ17 23 10 SEE TABLE 1,SHEET 1. 23 10 TABLE 1,SHEET 1. 1W-{ZL� m O (CY D,uO > r • FDG? .t • 18 a O O y • •••• DISTANCT•s}•. R 1 THROUGH PER HINGE. BE I ( P Z D.Z LL IUr' THROUGH SUBSTRATE.MW. IIIJI� � O #ta FLATHEAD SMS WITH 1 MIN.3 TIiREADS BEYOND HY r INSTALLATION . METAL SUBSTRATE 52 n I„ OPTION 2 29 41 71 7 ® a o rn INSTALLATION Z � ANCHORS DIRECTLY U Z INTO MASONRY. •' U zig °roes f.e LL 4 N O U. J ��— Z aa S Z LL 26 4 72 47 48 4 atu •xaa aa,�as EXTERIOR 32 EXTERIOR V 1'FRENCHDOORMUWON 18 70 20 28 EXTERIOR ;` �h.•• *`-."? "i 1 ANCHOR PER HINGE TO BE THROUGH DETAIL J .L�.•'`��e.N„�- DETAILQA SUBSTRATE MIN.3/18'FLATHEAD DETAILQI J- ALSO SEE ABOVE ULTRACON,SEE TABLE 1,SHIFT 1. V p3c.�P'0F INSTALLATION NOTES. Lu_ Lu 1)USE ONLY SUBST RATE•APPROPRIATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON J ANY SIDE OF THE DOOR,SIDEUTE OR TRANSOM. '•. 2)WOOD BUCKS DEPICTED ON THIS SHEET AS'Or,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO 'j�i� r i ORl`�r:•'••l'J MASONRY.WOOD BUCKS DEPICTED AS WARE 1.1P2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE ,•'C AUTHORITY HAVING JURISDICTION. •'% r+,,t t t 3)FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SUE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR SIDELITE OR TRANSOM. A LYNN MILLER,RE 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. PEA 58705 TYP.ANCHORTYPE, INSTALLATION EMBEDMENT AND EDGE 1!4' OPTION 4 DISTANCE PER SUBSTRATE, MAX 23 10 18 SEE TABLE I,SHEET 1. INSTALLATION ANCHORS SHIM DIRECTLY INTO METAL �( TA 1 ANCHOR PER HINGE TO BE I l DISTANCE 8-11 THROUGH SUBSTRATE.MIN. IUr #10 FLATHEAD SMS WHTH MIN.3THREADS BEYONDDOOR S7 PRODUCTRSVk%v METAL SUBSTRATE. VISIBLE LIGHT .cemplyieg with to Haifa b WIDTH(DLO) �7 23 AemptaimI 1 33 71 Acceptance. •O TYP.ANCHOR �P�� TYPE,EMBEDMENT AND EDGE M. to�M DISTANCE PER !' SUBSTRATE,SEE TABLE 1,SHEET 1. a A)NO CHANGES THIS SHEET JR-0318M5 • • EXtERIOR•• • 72 41 / 52 61 Bl NO CHANGES THIS SHEET ••: • 3 •• 31 • EXTERIOR 48 SJR-0124MS •� .. ; • ••. • • :FRENCH DOOR MULLION 18 70 11547 20 28 DETAILQ MIAMI RADE APPROVED • •••••• MULLION(SEE SEPERATE • ••• : •••• •••••• HOA).ALUMINUM,STEEL 3 ^m DETAILQE FRAMING ORSTEEL STUD.SEE ••• ••• • •••••• SUBSTRATE PROPERTIES, O • • INSTALLATLON OPTION-3-••. DOOR FRAME WIDTH TABLE B,THIS SHEET } O ••• INSTAUOA 1 QHORS THRDUGH • TYP.ANCHOR TYPE,EMBEDMENT O tV N • • 1X BUCW9rG141NT0 MASONRr.••• TYP.ANCHOR TYPE.EMBEDMENTAND EDGE O ' a DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET AND EDGE DISTANCE PER J • ••• 1.AVOID INTERFERENCE WITH OPPOSING SUBSTRATE,SEE TABLE 1,SHEET 1. O2 w LL Q • •EMBEDMENT •••••• TYP.ANCHOR TYPE, 16 23 ANCHOR BY CHOOSING THE CORRECT LENGTH EMBEDMENT °?Ot • ••• - •. • ••• EbIBEDMEN7 AND OR STAGGERING LOCATIONS. 1!4• U U_ X W • EDGE DISTANCE PER W 0 • w9� •. .� •SHIM• 23 SUBSTRATE,SEE 23 10 n SMAX ZZ m O �Ap EDGE Hf • TABLE 1.SHEET 1. EDGE r•� O Y N • •••DISTANCE �i• • DISTANCE 1 Z d Z `- • • Z co Of TYP.ANCHOR 1 o TYPE. ... 31 28 $ O I�vS EMBEDMENT b N 33 41 ® VO NANDEDGE F = Z Z DISTANCE U O • < PER +• W H ewas SUBSTRATE. g SEE TABLE 1, n LL SHEET 1. • 31 EXTERIOR •�CHOR • U EXTERIOR V Z LL CONCRETEfCMU 4,• 3 � al11 •asap ea,.� PERANCHOR any REQUIREMENT 1X WOOD CONCR32 ??EXTERIOR SUCKSTRIP, SIDELITEITRANSOM FRAM WIDTH 16 PER A � ?yHi�i X19/SEE NOTE 2, REQUIREMEN .......414.,'/,, THIS SHEET. INSTALLATION ��,s•,.• •. i DETAILQF DETAIL GQ DETAIL CQ ,L OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. INSTALLATION NOTES: _ 1)USE ONLY SUBSTRATE ANCHORS LISTED ON TABLE 1,SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAYBE USED ON _ _ �� ' �• ANY SIDE OF THE DOOR.SIDELITE OR TRANSOM. ~ �. 2)WOOD BUCKS DEPICTED ON THIS SHEET AS•1X7,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12•.1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO .• F.�c�r MASONRY.WOOD BUCKS DEPICTED AS"Mr ARE 1-lir THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE �'.'{? •,�`"?" AUTHORITY HAVING JURISDICTION. ''•` �'• ,�•)r? ✓�. 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAM OF THE DOOR SIDELITE OR TRANSOM. "r t•. 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR,SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. - A LYNN MILLER,P.E. P.E.11 58705 INSTALLATION OPTION 3 INSTALLATION OPTION 4 INSTALLATION ANCHORS THROUGH INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. EDGE 1X BUCKSTRIP INTO 2X WOOD. EDGE DISTANCE DISTANCE n CONCRETE .. a ... ,a BUCKSTRIP 4 a l 16 PER ANCHOR `..• :o' a OR FRAMING, U REQUIREMENT t EMBEDMENT SEE NOTE 2, EMBEDMENT 1 •° —� THIS SHEET asD 1 FVIlSS F7oekft 1X WOOD 1X WOOD SUCKSTRIP,SEE 1 -01?-6.iia 23 BUCKSTRIP,SEE 23 NOTE 2,THIS SHEET. lam+ NOTE 2,THIS SHEET. 1!4'MAX SHIM17 1J4'WVL SHIM By Mwai 18 25 T' 1 23 a A)NO CHANGES THIS SHEET • • 10 • ••• • •• 1B TYP.ANCHOR TYP.ANCHOR , JR-0311816 • ••• • • • I TYPE,EMBEDMENT TYPE,EMBEDMENT m B)NO CHANGES THIS SHEET • • • • • 16 1 I I AND EDGE AND EDGE s JR-0124118 •••• I I DISTANCE PER DISTANCE PER v • ••• • • TYP.ANCHOR TYPE. I 1 SUBSTRATE,SEE SUBSTRATE,SEE ' EMBEDMENT AND EDGE Tt 31 • ••• DISTANCE PER SUBSTRATE, I SEE LSHET 1 TABLE 1,SHEET 1. TABLE 1,SHEET 1. DETAIL,,SHEET 12 SEE TABLE 1,SHEET 1.AVOID I 1 � m • ••• • • • •• INTERFERENCE WITH I • • • OPPOSING ANCHOR BY 3 naa 9•0 ••• • 0000 3 • • CHOOSING THE CORRECT j 1 8 p O ••• •••• ••• LENGTH OR STAGGERING 1 I DETAILQ CE• • LOCATIONS. ••• EXTE00 14, TAIp� lugn 0000 55La 2X•••• I DOOR 14 1bDOW FRAME TRANSOOr> O YO 1-- sea <a • • ••• • VISIBLE LIGHT VISIBLE LIGHT HEIGHT O Z d Z y ••• DETAILQH HEIGHT(DLO) HEIGHT(DLO) a 0 -� O D DOOR 41 •Of 33 FRAME HEIGHT � y EXTEERRIIORU ZZ Z INSTALLATION NOTES: r W ~ %ax 0 0: W) 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON EXTERIOR j I DETAIL nJ DETAILQ U. TABLE 1.SHEET 1.FOLLOW EMBEDMENT AND EDGE DISTANCE II Z � p OMITS.ANY INSTALLATION OPTION SHOWN MAY BE USED ON �f'' 1 I INSTALLATION TYP•ANCHOR z U. ANY SIDE OF THE DOOR SIDO.ITE ORTRANSOM. I 1 OPTION 2 TYPE,EMBEDMENT atkl O aauas AND EDGE 2)WOOD BUCKS DEPICTED ON THIS SHEET AS-1X',AREy.} INSTALLATION DISTANCE PER BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-V2'.1X INSTALLATION I I ANCHORS DIRECTLY 29 SUBSTRATE.SEE WOOD SUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1 j 22 23 TYP,ANCHOR INTO MASONRY. TABLE 1,SHEET 1. DIRECTLY TO MASONRY.WOOD BUCKS DEPICTED AS 9X'ARE INSTALLATION ANCHORS TYPE,EMBEDMENT ....... •. 1-12'THICK OR GREATER INSTALLATION TO THE SUBSTRATE INTO 2X WOOD. AND EDGE V4'MAX.SHIM OR \ v .,�.Eb:^ •',`•i'••' OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS 24 1 APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1 DISTANCE PER 3.4 KSI NON-SHRINK SUBSTRATE,SEE 23 NON-METALLIC tdO.JS?3:: 3)FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER 2 O�■ TABLE 1,SHEET 1. GROUT-FULL _ �' nn SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE LENGTH •L( FRAME OF THE DOOR SIDFJ.fiE ORTRANSONL FULL LENGTH 1J4'MAX.SHI till 4)IF APPLICABLE,LOWEST DESIGN PRESSURE FROM DOOR SIDELITE,TRANSOM OR MULLION APPLIES TO THE WHOLE CONCRETE PER EMSEDMENT ��••., C''••'*'.•'•,`V 2X WOOD BUCKSTRIP EMBEDMENT ° SYSTEM. ORFRAMING,SEE �="� ANCHOR .y �r,'�:5�/;•,: ``-•` NOTE 2,THIS SHEET REQUIREMENT EDGE DISTANCE A LYNN MA I.ER.P.E EDGE DISTANCE �+-� 1"58706 4.822. 2281' ~i 4.585° .5821 u 4 3.925" } 1.45!'�07b" ' .075 ❑ ,187' .312. 1.7150' .L PR�� w�fW9te®Floride or . 1 1.376 — 3 C: z SIDELITE ADAPTER nm wu 16-01%.0 uL� L-� O #20003,Rigid PVC �1 OFRAME HEAD&JAMB FRAME SILL 3 PANEL RAIL&STILE #20000,RLgid Cellular PVC 2 #20001,Rigid PVC O#20002,Rigid Cellular PVC 3.979' •• 182. Q A)NO CHANGES THIS SHEET • • —� • • • �t•�03. ...J• •• JR-DEDP • ••• I• • t 2.48r 1.097 °1 8)ADDED PART�tl27 • • • • • �JR-0124178 •• 1• • J 2.148' �{ 781• • ••• • • • • _ I I � .374 > • • •••• • •�• • • • •• 275 � m •►• ••• 4.881' • • 3518" •1� h ••• •• • ••• .080" .080• 3.918• f ti �a0 o tri • • ••• •• • •••• 3.515 3515 •Q • ••• • • t • •••• J C .Sg • •t• •••• • • • t• Z m O smmo ••-•-� L 16 41.975• O HINGE STILE••• i .885 �-- --�{ 1.075' 1.075° 1A75• 1.000" ^ 0 Y J P • ••• t jtCEME; t#WW,6083-T6 TOP&BOTTOM RAIL PANEL STILE ACTNE INACTIVE 1"FRENCH Z a z Q LL O REINFORCEMENT 7 REINFORCEMENT O ASTRAGAL O ASTRAGAL 10 DOOR MULLION Q o t�4. #20014,606&76 #20015,6063-T6 #20016,6063-T6 #20017,6063•T6 #20022,6063-T6 -FV- .140' 145 �•'►— 1.450" .075 •�. 1255 ® 7�vS S 1.359' .OBr 281 .281 . .3T75" .773' •082• U Z 08p 070• .810"' I f Z Z s/uas ts oeo• T t.5z5° t� � O INACTVE BEVELED OGEE FRAME SC� ADD-ON 1"MULLION ACTIVE LL :3 , 13 As qL COVER 14 BEAD 15 BEAD 16 COVER 17 FINIFLANGE 18 CAP 19 ASTRAGAL COVER z d #20004,Rigid PVC #20005,Rigid PVC #20006,Rigid PVC #20007,Rigid PVC #20008,Rigid PVC 20009,Rigid PVC #20011,Rigid PVC rj u .901' 1-,+— \\,�',`,Y'N .935, 1.01r I►---I �{.- 1.625 +{ '.7h. :...... .. t•meq w5w 0.125' 2285" .a80• :•�c .•{;`rtaSC•. 1.041' O " .050' T� 723'. 930' � 7T U T .ow .191- •083• - ..• t , 200• y„- SINGLE DOOR THRESHOLD HINGE TRIM 7/16"SQUARE = ;h'.. ts 20 ASTRAGAL COVER O SILL CAP 23 ANCHOR 24 CAP 25 DRIP CAP 26 COVER 27 BEAD ,,,'1..' #20012,Rigid PVC #19009,Rigid PVC #19031,6063-T6 #20020,6083 #20021,6063 TB #20023,Rigid PVC #20047,Rigid PVC A.LYNN MOJ.ER,PS ALL RIGID AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. P.EB TABLE 11: sz 9 P•TP■rt• DeouIrt= Mateda DOOR HEAD 23 91 Dow&sweutwTmrmm Man Fmmo Cal pvc DOOR PANEL HEAD 2 20001 Door Frame 60 FWW PVC 1 3 20002 Poral SM&Ram COB"PVC o B 18 - 4 20009 SIde01e PVC 3 6 20013 s61a Re6dwcernrat Alam.6083.78 6 8 20014 Pore!Rai Rehdbmemem AKKa.,808375 7 20016 Parel SBa RWfdvmrram Anon.,BDB]-76 1 8 20018 AWW RWW PVC asRODUC7II wilt® 9 70017 ►mSwAarapel PVC 28 1 as h*Co with am no" ft 10 70022 11 Frvneh Dow Mumm AhM.W63.76 CoNo� .06e t3 20005 hwAthe Cowr PVC 4 23 Aerepimce —��}la 14 1-1116'Bawl= mw PVC 2"1116- is /-1116•09,Bead .RIQId PVCBy 18 scow Cam PVC 3 / °i Praduq 17 20006 Adrian PVC 5 18 70009 '•luMm PVC 19 20011 Cmar PVC / 3 > • 20 •20012 �A PVC DOOR ® A)ADDED 838-JR-03n8n5 • U PIeOa Alcon.80Rw 8376 JAMB / B)ADDED PARTS 627,945&H46 Atm.6004.76 JR-01/24/18 • FWd� v Tdm Corer R7AId PVC � 7n6 9quere Bred Pvo • • •Sian a FH.1&82S O.C. St*d n sora 28 DOOR PANEL • 7S1 X F .SiebSomm r Fti 26 D.C. sora / HINGE STILE p PPT410 oa= 1 C.C. Stwd"$Stan 70 Y� 1a0 • 3a OX�PAx Bores o statim"Stas / DOOR PANEL O e 41 lab sora: 1- PD.FH 8teYuoae soca N•W Sc-* FH stwese Sten -� • 37 Yves syaem • LOCK STILE ® Z a LL $ e wo • • Cmra- xE9gaa ••••• 30 theakeffaraw om, Oe Sealonvo icam SM EP Da bum LU H Z m Q sM0 aT 20028 88 N-S I _ • w SOlew�o INSTALLATION Z 6.2 rn 44 BH uo I ANCHOR v p 0 LL K 41 1682 8e 8/18•:P x3116'.85+1.56M 71 Z m O 48 1814 8e Bbak 1I8 K 1•K tA)',88 W.5 am. \32 p °B. l T°a°,xal�°t,2 ,�aa, INTERIOR \ g >aa 700$4 mAsCIP Aaaa ALL RIGID PVC AND RIGID CELLULAR PVC BY VISION EXTRUSIONS,LTD. 72 ' \ U Q f-' ANCHOR O.C.DIMENSIONS SHOWN AS MAXIMUM. �`-1 Z 33 W p a of w is DOOR 22 / rc LL z ug JAMB 29 DAYLITE OPENING(DLO)SIZES 3 / im 24 PL WHEN USING PART&3:(WIDE RAILS OR STILES) 2 X DOOR FRAME HEIGHT.12.1 a DLO HEIGHT SIDELIE/TRANSOM 34 '`s+ 1 I r 1l XDOOR FRAME WIDTH-12.3=DLO WIDTH >>:1 L;2d:•J r)P!( MDOOR FRAME HEIGHT)-12.1=DLO HEIGHT JAMB W/NARROW �...•r""-• DOOR FRAME WIDTH! -11.6=DLO WIDTH \ ' SLTfM FRAME HEIGHT-12.1=DLO HEIGHT FRAME Z': '',jS%.. SLTlrR FRAME WIDTH-12.1=DLOWIDTH DOOR 8 !vo.dfii+i WHEN USING PART 94:(NARROW RAILS OR STILES) _ ±- SLTfM FRAME HEIGHT-49=DLO HEIGHT SILL /! ' SLT/TRFRAME WIDTH-4.9=OLD WIDTH le 1 1 SIDELITEfrRANSOM "�h.;.-•. ic�.9°. J 31 SILL WIWIDE FRAME 34J 1 (HEAD SIMILAR) A.LYNN AIRIER P.E. P.E058706 HARDWARE DETAILS&LOCATIONS 52,55 47-49 6' 63 � 86 87 70.73 PRODUCPR&V(S&D IT � yicfw4•smF7 ..q EQUALLY- Off• t SPACED / 67 / \ �' ►rodud 47-49 ••• / A)NO CHANGES THIS SHEET • • • •• • /•• 11 / ° \ JR-03PI&1S • •.•• ✓• • ° b r,�y4 ° Q m B)NO CHANGES THIS SHEET • - •O• � o o �JR-0124/18 V • OID•• • Y' • • • v • • •\•fIDID• O O O•fO ••• • •••• • -^a� •IDO• VOID• ••O• 44• Orn • • ••O�Y ••••f O\ MAX' \ / ME A •r°p O vi • 000 O SPACED O 40 0000 • O••••V \ \ / of p� 8 ••• \ 10• C) X N t ✓r • • • •• MAX O X. • ••••• •• SID— • • 7073 7D 73 0> BYO M cel f•�• "X"CONFIGURATION "XX"CONFIGURATION \ 81 z D z zo W o SEE DETAIL, Q N TABLE 12 TOPLOCK SIMILARp ~ ee # PGT Part# Description Material 73-PTRh1no (nt%Armes" Staw1rde&9 SYS HINGE DETAIL' 48 856032702 P30M 3-PT Rhino Lock(over 88°),Amesbury hte. StaWass Steel z h Z 49 71032X1FPFX Rhino Lock Screw.10-32 X 1"Phil.FH Stub-Jess Steel W a °'Oos 62 20027 Adjustable Strike Plate Assembly,Arresbury Inc. stelNess Steel O 0 o LL Z 53 20028 Center Strike Plate Assembly,Amesbury Inc. Stainless Steai Ir 2 54 7S701X ShAe Plate SCreW, :#10 X 1°Phil.FH 410 S.S. v WN d 55 7SX12PFFPJX Strike Plate Screw,QN:08 X 1JY Phil.FH 410 S.S. Qp 5 O 80 7SB1202 Flush Bolt()00 °nu '••p s•u•s 61 7803725 Flush Bolt Rod()Q9 4" ;! 62 420034 FhrshBolt Guide(M @ Qo ^:.l `:/(•d;ll! ,l 63 7832X12FP)(P Flush Bolt Guide Screw SM X VY Phil.FH r 54 48033N Guide Pin 65 78036 Flash Bolt Strike Plate P4 Amesbury Inc. Stainless Steel @ 0 ^ 'S•' ' 66 7832X12FPXP Flush Bolt Strike Plate Screw,QW:N8 X3W Phl1.FH 410 S.S. 88 WrIesewr Amy tialltlis/Leker a• -� BEYOND i (,( +6 Q 70 20025 Butt HhVe,Amestm Inc. Stainless Steel 70 !' :. r' PANEL I I -^v Vf ,• 71 71032X1FPFX Slab Screw.#1032 X V Phil FH Stalnims Steel O FLUSH BOLT DETAIL 7 F F F Or J_ 72 7S101X Hinge,Frame Screw..#10 X 1•Phil.FH Stainless Steel `± A LYNN AaLLER,P.E. P.E.S'BB70.5