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WS-15-3006 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-248648 Permit Number: WS-12-15-3006 Scheduled Inspection Date: January 27, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ROMERO, IBIS Work Classification: Window/Door Replacement Job Address: 10560 NE 2 Court Miami Shores, FL 33138- Phone Number Project: <NONE> Parcel Number 1122310130660 Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 3 WINDOWS 2 DOORS AND 2 SIDELITES Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed !� Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid January 26,2016 For Inspections please call: (305)762-4949 Page 16 of 62 ierrnit.Nd1 WSW 2-15-33004, �sNO1 y,� Miami Shores Village f a �ja WindoWslShutEerS 10050 N.E.2nd Avenue NE 3 0 �;/ ssf>1ca6ar! Vf/ilrl�rli3il�t�la+�em "' ""'"' Miami Shores,FL 33138-0000 � �. Phone: (305)795-2204 V P t7Y11 S€ewAQP VED vi Expiration: 05/2016 p� Project Address Parcel Number Applicant 10560 NE 2 Court 1122310130660 IBIS ROMERO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell IBIS ROMERO 10560 NE 2 Court MIAMI SHORES FL 33138- .. .. -,�. ..... ... - 10560 NE 2 Court MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 27,300.00 ' FLORIDA HOME IMPROVEMENT (954)792-4415 _ . v. ....m_. .,.__ Total Sq Feet: 0 F' S• Type of Work:REPLACE 3 WINDOWS 2 DOORS AND 2 SID Available Inspections: No of Openings:7 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:6 Review Building Fees Due Amount �Date Pay Type Amt Paid Amt Due CCF $16.80 DBPR Fee Invoice# WS-12-15-57920 $2.55 12/04/2015 Check#:21457 $50.00 $187.90 DCA Fee $2.55 Education Surcharge $5.60 12/08/2015 Check#:21488 $ 187.90 $0.00 Permit Fee $170.00 Scanning Fee $18.00 Technology Fee $22.40 Total: $237.90 In consideration of the issuance to me f this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. in accepting this permit I assume respon ib'ity for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUM NG CHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certi for information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoni . uthe re t or a the above-named contractor to do the work stated. December 08,2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy December 08,2015 1 r- Miami Shores Village - j Building Department DEC 0 2 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 -- - INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 201 y BUILDING Permit No. L�j S 1 S— 3 CQ( PERMIT APPLICATION Master Permit No. Permit Type: BUILDING---' ROOFING JOB ADDRESS: 105(90 oe_� Z CT' City: Miami Shores County: Miami Dade Zip: 313136 Folio/Parcel#: I I-Z2-3 I-013- ®�U 0 Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 11315 12090 Phone#: Address: 105(po 9E 2 r-T City: 1'1►A,01 5t-tOPz:5 State: ' Zip: 3.3138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FCQZ10A t4®t'E: I I_W0jErkkE30 Phone#: 951-1 "1cf 7%4A415 Address: 9010 5.W• 30 AVE City: Aowi w0co State: Fl- Zip: 33392 Qualifier Name: V_?,14 NE T- 5y1ZWEIr Phone#: °i"-jgZU 413 State Certification or Registration#: c6C OCP 1d q0 Certificate of Competency#: Contact Phone#: q54_-C1 Z4y 1 Email Address:—�y � k�lQ Pv od,o�S - tom DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ -Zl1 J'O() Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New 'ORepair/Replace ❑Demolition Description of Work: eg:?"LE 3 W 11J,0OWS) *Z 000 W°® UOtT44 6riP6,-U' S1Z,!< F4C)F_ 5tZ#Z- Color thru tile: x�x�xm��x�m�x:��xxxxxxxxxxxx�xx�x�xx��x�Feesxxxxxxxxxxxxxx�:��x//x�xxx�xxxxx:x��x��x�:��:�xx Submittal Fee$ EE0U Permit Fee$ CCF$ 1t?e CO/CC$ Scanning Fee$ 1 Radon Fee$ 2,.5-6' DBPR$ Bond$ Notary$ Training/Education Fee$ 5.(oO Technology Fee$ 220qo Double Fee$ Structural Review$ TOTAL FEE NOW DUE$�� s 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu Gre� Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 30 The foregoing instrument was acknowledged before me this—30 day of PCW 201! ,by 1131-!) 2CP6W day of IAV ,200 ,by `iT Nt" who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as id 'fication and who did take an oath. NOTARY PUBLIC: NOTA B IC Sign: Sign: Print: Print: My Commission Expires: iP...... ANTONIO HERNANDEZ My Commission Ex * * MY COMMISSION#FF 164915 EXPIRES:October 1,2018 OF PLO-�I Bonded Thru Budget Notary Servka �kskskikkskksk:kskskksksk%kIsHaak:kskkkkakkkk �kkk =k=k kkjkekH=HeskskNeHsk�%ksk�%kskHeHekHwkHcksksk�kH=skkakHeNeBaHeskskakkkak�k�akkskak�kkkkaksK�kkk#kkskak��k9k APPROVED BY �L ,a/ Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/20O9)(Revised 3/15/09) Pry i�, Search Application-Miami-Dade County Page 1 of 1 F T E PR - TY APPRAI ER OFFICE Summary Report Generated On:11/18/2015 Property Information Folio: 11-2231-013-0660 Properly Address: 10560 NE 2 CT Miami Shores,FL 33138-2003 Owner IBIS ROMERO Mailing Address 10560 NE 2ND CT MIAMI SHORES,FL 33138 USA Primary Zone 1000 SGL FAMILY-2101-2300 SQ �* Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 h, Actual Area 1,612 Sq.Ft Living Area 1,306 Sq.Ft Adjusted Area 1,456 Sq.Ft Taxable Value Information Lot Size 11,500 Sq.Ft 2015 2014 2013 Year Built 1951 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value 1 $195,5061 $193,5581 $212,663 Land Value $192,372 $137,678 $155,312 School Board Building Value $107,511 $105,880 $107,351 Exemption Value $25,000 $25,000 $25,000 XF Value $0 $0 $0 Taxable Value 1 $220,506 $218,558 $237,663 City Market Value 1 $299,883 $243,558 $262,663 Assessed Value $245,506 $243,558 $262,663 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $195,506 $193,558 $212,663 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $195,506 $193,558 $212,663 Cap Reduction $54'377 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Sale Price Pae Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, g School Board,City,Regional). 06/15/2012 $320,000 28180- Qual by exam of deed 1117 Short Legal Description 08/08/2011 $314,000 27792 Qual by exam of deed FIRST ADD TO PASADENA PARK 4742 PB 6-82 03/11/2010 $323,000 341 Qual by exam of deed LOTS 6 8 7 BLK 15 11/01/2005 $0 24049- Sales which are disqualified as a result LOT SIZE 100.000 X 115 1886 of examination of the deed OR 21288-4574175 0503 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/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 11/18/2015 s 4 a Specialty Englneedrg Consultants,Inc. gC,tuFF.4. Wmd Velocilas In South Florida v3 n 5 1599 SW 30 Avenue,Suite#20 „k U, Dade I Brwvard I Not Beach Boynton Beach,FL 334328 7 x Q n FL CA#009217 ..,., ? RiA Cal 1 165 1% 06 l.ow rill•to bwness Ab) I'Fa 5 Rink Cao 2 175 170 170 Sio Fmul Residences % Riak CaL 3&4 186 1 180 1 180 Fa n0a1 Fecililies <'� i h (GCP-GCP ) Us 1 ev= pressures based on the mean roof height And shall not exceed 80'-0'. 2 Deslan Pressures are for an enclosed shuttere or other bn d resistance otectlon r ub V(mph) 175 1620 FBC for HVI IZ,or Fig 26.5-1a 3 User shall determine the mean roof height Eave h ht+Roof Peak Rink Category II Table 1.5-1,page 2 4 End zone distance is the lessor of 10%o}le 10%of width or 40°!°of the mean roof h ht and not less than 3.4Y Erpoarve C Secit_26.7 5 If 50°k of a com oath Is Ina rdculer zone then that com ant Is considered to be In zone with the majority of the area.if questionable then ace In ones Kd 0.85 Tahre 26.6-1,page 250 6 Each component,wdrtdow door mullion has a tributary area that Is area to be used.Area of components to rounded down but shall not be low than 10 sl. Ku1 Figure 26.8-1,page 252 7 For NOA's that require a Kd=1.0 then multiplythe values Rated herein by 1.1 S. IX;pt 0.18 1 18 0.55 8 Wind assures are based on Allowable stress d n. pitch of roof 3112 14.0 degrees 9 n assures Ssted hareN are va8d for res B end C artd re D.max roof he ht drcte 14.0 degrees 10 Cha1ffi and values fi ted herein are onl valid when ned dated aM sealed Oa McDou le PE#58214 or Mark LeBlanc PE#35883 11 1 Wind desIgn pnesstires are calcu aced in accordance with ASCE 7-10 Method 2 12 No reduction Is taken for slopes less than 10 dearees. Area of com Area of oxa rea Aof com t Area of corn t Arca of Area of Area of Area of 1 Area of t Area of- Area ofearnpartent 10.0 sf 15.0 of 20.0 of 25.0 of 30.0 at 35.0 of 40.0 of 45.0 of 50.0 of 55.0 sf 60.0 sf Mem Roof Hei tone 4 Zone a Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 1543.4 -53.6 - .2 -51.3 -41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 47.5 -39.5 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 40. ,40 6 3429.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 44.0 42.8 -52.0 42.4 -51.3 42.0 -50.5 41.6 49.7 41.1 48.9 -40.7 48.2 -40.3 47.4 -39.9 -46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 -42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 -48.8 -40.8 48.0 -40.4 47.2 40.0 -46.4 -39.6 45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 1 43.9 -53.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 1 42.2 -50.2 1 41.8 49.4 1 41.3 48.6 40.9 47.8 40.5 47.0 40.1 46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.7 36.7 19 45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 46.2 -57.0 44.9 -54.5 1 44.4 -53.7 44.0 -52.9 43.6 -52.1 43.1 -51.3 42.7 -50.5 42.3 49.7 41.8 48.9 41.4 48.1 41.0 47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 1 46.6 -57.6 45.3 -55.1 44.9 -54.3 44.4 -53.5 44.0 -52.6 43.6 -51.8 43.1 -51.0 42.7 -50.2 42.3 49.4 1 41.8 48.5 41.4 47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 47.1 -5&1 1 45.8 -55.6 45.3 -54.8 -44.9 -54.0 44.4 1 -53.2 44.0 1 -52.3 43.6 1 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 1 45.3 1 -54.5 44.9 -53.7 -44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 1 42.2 1 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 1 46.2 -55.8 45.7 -55.0 45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 1 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 1 47.4 -57.6 47.0 -56.8 46.5 -55.9 46.0 1 -55.1 45.6 1 -54.2 45.1 1 -53.4 44.7 1 -52.5 44.2 -51.6 43.7 -50.8 43.3 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 47.3 -57.2 1 46.9 1 -56.4 46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 433 •80 0 4: • •41'} 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -50.8 46.• 045.9• •443 • •55.1 45.8 -54.2 45.4 -53.3 44.9 1 -52.4 1 -44.4 1 -51.6 -44.0 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43. • 43. 33.1: 4C6• 4% 42.1 42.1 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 29 49.9 --6L6 _ 485-_. - - 47.6 -56.' OVA •46.3- 466 • •$.5 46.2 -54.6 45.7 -53.7 45.2 -52.8 44.8 -52.0 fW -51.1 46.3 46.3 .44:9"` 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 44,5 30 - -50.3 1 -ft+ 485 59.4-- - 47.9 -57.6 47.4 1 -56.8 47.0 -55.9 1 46.5 1 -55.0 1 46.0 1 -54.1 45.6 -53.2 45.1 �'-2.3 0416 9 1 ' _ r •,� • ••• qV Pr •°•GENSty 77 • L'.i, • 2111 •:�jr j • • Eye AT �. ° MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:10560 NE 2 CT MIAMI SHORES FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 DOOR 14-0303.09 +75.0 -85.0 +40.1 -43.4 39 3/8 x 82 NO YES 2 SIDELITE 15-0416.04 -75.0 -75.0 19 x 80 r- 14-110!5.01 .L 3 DOOR 14-0303.09 .�, .L �, y 63 3/4 x 80 .�, 4 SIDELITE 15-0416.04 19 x 80 .l, (+/-149.1) 5 HS FL16736.1 +60.0 -60.0 -53.6 26 3/4 x 44 7/8 6 45 3/8 x 44 7/8 .L •L 7 26 3/4 x 44 7/8 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. 0 :0 0 0: • ... . Y . .. see see 096 . ... . . 0 . 0 0 . , , O MA , 1• W • • •i .. r � , , I1 i1I I r .. , I , T W _I. {. I �. I ,. .�..� ; _�.. ,.{' I• .a. ..� i t. ! 1. I. { I : I I Win ! ! I ' ; .• i *!V •I �i 'it• iof us to Loa cc dCC MA LL Lu I , 1 . i , t ; r r , I. 1 ; � f r . 1 , 1 ' ; 1 _ LO is 1 o IL 1 Florida Building Code Online Pagel of 2 swam E FIO��Dwina loi BGS Nome I Um In User Re91WMW Ha Toptra SubMt SwChame Stall a Furs i ut r,-ti f 11^ BPon ,! Product Approvalresnal UM: Public User Regulation pmduct Approval Menu a s Avolkatlon[fit s Appltratl+n Detatl FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived p Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)366-6922 ekoss®cws.cc Authorized Signature Koss Erin ekoss@cws.oc 000.0• Technical Representative Erin Koss •• • • •• • •••••• Address/Phone/Email 1900 SW 44th Ave. •0 • •+ • • Ocala,FL 34474 • • • • 0000+• • •• 0000•• (352)368-6922 Ext 291 • ekossOcws.oc •••••• • • • 0000•+ •+•• 0000 • • Quality Assurance Representative hay Lathrop •a•• •••• ••••• Address/PhonWEmall 1900 SW 44th Ave. •+ • • +++ Ocala,FL 34474 •• •• • 00 0000•• (352)368-6922 Ext 291 •••••• • •+ pathrop0cws.cc s • • 0000•• Category Windows + + 0 + • • • • 0000•• Subcategory Horizontal Slider ++ • + +e+ • + • • • Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urech,PE 2 Validation Checklist-Hardrnpy Received Certificate of Independence FL16736 RI COI EyalReh CWS-87113 IHS 8200 74x63 IMS Ddf Referenced Standard and Year(of Standard) fibuidAW Year AAMA/WDMA/CSA/101/I.S.2/A440-0a 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://Www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwd)qu8obl`/*2f Zm6... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products PL# OX.Model,Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-80200 PVC Horizontal Sher,IMPACT,74"x 63",XO or Lbnft of Use Installation Instructions Approved for use In HVHZ Yes FL16736 Ri II CWS 8718(HS-8200.74x63,IMP).adf Approved for use outside HVHZ.,Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other,Large Mlssile,74"x 63 DP+/-60 psf.Outer lite In FL16736 III AE DuPont PVB NOA 13-0129 2Z.odf I.G.must be safety glazed when used above 30 ft.in HVHZ. E+6736 Ri AE EvalRep CWS-8718{HS-8 nn 74x63 Glass comply to ASTM E1300-04. IMP1.odf FL16736 R1 AE Ouane_Y(Mlkron)NOA 12-10.17 07 pdf Created by Independent Third Party:Yes 16736.2 HS-6200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"V,63",4OX. Limits of Use :0000 IneFellatlon Instructions • • •••••• Approved for use In HVHZt Yes FL16736 111 11 - n4m j 1 3 M • Approved for use outside HVHZi Yes Verified By:Lucas A.Turner 5 1 • • • • Impact Resistant[Yes Created by Independent ThhM"t V. • •• 6604:6 • Design pressure:+60/-60 Evaluation Reports Other.Large Missile,111"x 63",DP+/-60 psf.Outer Ilte FL16736 R1 AE DuPont PVB tuba ** *00129 27 ndf :foe*: In I.G.must be safety glazed when used above 30 ft.in FL16736 RI AE D n SGPlJMM-Q62-4N• • • HVHZ.Glass complies to ASTM E1300-04, FL16736 111 AE Eval -8 •••• FLIM 1677336 Rt AE anex(MircrE& 1 -10?11214E •••••• Created by Independent Thln*Par0to Yes • •• •••••• •••••• • Canted ;:+0__40 North Monroe Street TaOaha� FZ g239S Phone:650AIF-187q "..0 • The state m Florida is an"/EEO employer.ra..ev.l..ht 2007-2013 State or Florida,;: Under Florida taw,emat addrares are public records.If you do not went your a-poll addren released in respome tq a public-records rogUWk do not send electronic mail to this entity.Instead,contest the onlea by phone or by traditional coed,If you have any questions,please Contact 850.467.1195.*Pursuant to Secttpn 455.775(1),Floride Statutes,ef(e21va October 1,2012,Imes licerad under Chapter 455,F.S.must provide the DeparbTwd with an entad address n they have one.The m ids provided may be used 1br affkW eonlrmalieatar with the licensee.However emall addrames are public recard.tr you do not wish to supply a personal address,please provide the Department with an email eddras9 which can be nude evallable to the public.To determine if you are a tkensee under Chapter 455,F.S.,please click hw Product Approval Accepts: imRR® 3ucurit'Mi I I,vs mom http://www.floridabuilding.org/pr/pr app_dtl.aspx?paraln=wGEVXQwtDqu8obl%2ffZm6... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 871B April l8,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44'h Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5s' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave,North Port,FL 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,4A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04105,ASTM E 1996'04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. 0 • 000.. . 0000.. Limitations of Use: This product: •• • •• • May be used up to the sizes and daylight openings indicated in CWS-871B 00':00 ' 00 """ .000. • Achieves design pressures of+/-60 psf 0 ...... 0000 0000 . . • Is Large Missile impact resistant and does not require the use of shutters • 0000 0000 0000. • May be used in the High Velocity Hurricane Zone • • • 906* Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0I29.2-';•0. :• 0 0 0 *00000 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A;t2;1m j 7.021 • . . . 0 . 0.00.0 000.. I have evaluated the interlayer and framing materials in these Dupont and Quan4x NAAs and'find that they comply with the requirements of the 5`h Ed.(2014)Florida Building Code for use in to :': ' product. •• • Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. `0�stssci .46 v: N* 58201 *.IP;. . z S STATE OF ;'�+4V ft% 4/18/20I5 �',� '•R� o R 1'Dt-"�'%' Lucas A. Turner,P.E. •''int � ...P,.-��"� FL PE#58201 Lucas A. Tumer 2015-04-18 22:21-04:00 GENERAL NOTES: QRIZQNTAL SLIDER - LARGE MISSILE IMPACT I.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENT 548T�S LL�� EDITION INCLUDING THE MGH VELOCITY HURRICANE ZONE KA4Z)AND 1500 SW 44TH AVE. B RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFNED OCALA,FLORIDA 34474 IN ASTM E 1888 PER THE FBC. WW W.CWS.CC 75114'MAX,OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3 CONFIGURATION&OX'.•XO'. am FVC 7a•MAX uwrwlDTTi HORZ SLIDER 33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON.TESTED PRESSURE AND GLASS TABLES ASTM E4300.04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5 ANCHORAGE.THE 33 U3%STRESS INCREASE HAS NOT BEEN USED o 0 IN THE DESK!OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR 641/4• t W DETAILS.WIVDLOAb DURATION FACTOR Cae1.e WAS USED FOR WOOD q HEIGHTFLANGE B B ANCHOR CALCULATIONS_ rn HEIGHT I v 8.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT 1 I REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT 6r I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT WA MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND UEIo I I FLYING DEBRIS. HEIGHT HT c I MAX 6" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT BASH USED AT FIXED MEETING RAIL AND HEADISILL I I I HEIGHT V q SERIES!MODEL DESIGNATION HS-S00. � C 6813M r e.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: DLO t 8 SS X=OPERABLE SASH,O m FIXED SASH JA`r�,�4` ;r 10.SECTION CALLOUT&APPLY TO ALL ELEVATIONS IN A SIMILAR �•pr•'�G 6 N q*- G iy I I O LOCATION. `G s•V lc •4'y�` ' x 3: a ' I e 11.EXTERNAL WEEP SLOT a 114'x l'LOCATED 4'FROM BOTH ENDS Na 58201 C!; * y STATE OF $mit C�.—J 5 A -- Lucas A. �y.Fs.•t°.wt°•L' 33•(RAW DLO Tumer y+tnaa+�� 38 Will'MAX SASH WIDTH 2015-04-11 15:18-04:00 4111/2D15 LUCAS A.TURNER,P.E. FL PE$58201 •• ••• • • • • • •• 1239 JABARA AVE • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.941-38D-1574 • •• • • • • ••• • • • • • • • • • • EREEF pE GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS o wrH sv: GENERAL NOTES 8 ELEVATIONS...........1 • •• • ••• ••• ADE id/1D113 SECTION VIEWSfl GLAZING DETAILS..,2 MAX. UNIT$I E DESIGN SSU ! TING IMPACT RATING ar. ANCHOR SCHEDULE a"res::::::::::::::a 74"x63" • 4-6 Fi6F •• LARGE MISSILE IMPACT CWS-871B INSTALLATION DETAILS..................._......5 SHEET 1:15 1 OF 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR 7 2 WI�NOMI 1900 SW 44TH AVE. OC AI A,FLORIDA 34474 1 1 1 8 WWW.CWS.0 c 8200 PVC HOFM SODER IMPACT �n a po )a 4 5 3 � Qln SECTION EI-B 6 i NOTE.FIXED LITE AT HEAD z AND SILL IS SIMILAR. Q N � a � W i m Q Z 1 4 /�1111N1��1j ,p MMMI 71B"OVERALL7�•4ni s;�Ml UB"ANNEALED m TEMPERED r t *C SVTERK3R 7/18'AIRSPACE &b L * � die•LAZA 3�C STATE OF SWEEP_ V8'ANNEALED � �5,ha....�' �{ ONLY ENGAGED PRIOR .OSD DUPONT PVS INTERLAYER ,��•ry 1l7 it TO HURRICANE FORCE WNDS. fYF 1 4 I LOCATED AT THIRD POtWrS -1/r ANNEALED 1 I 1�m PURFECT GAZE W 4/11P2015 SIKAFLEX 552 LUCAS A_TURNER,P.E. FL PE#5=1 B •• ••• • • • • •• 41 1�,IABARAAVE. 5 • • • • • • • • NORTH PORT.FL 34288 • • • • • • • • PH.941-380-1574 • •• • • • ••• • 1 roe •• ••• • • • • • 1R`GLASS VIE SECTION VIEWS AND GLAZING DETAIL 4 D SECTION A-A • ••• •UHEAD IMPAC'[ (ji�llp • • • QEP LpO�L WC NS ADE 10/10/13 SECTION C-C ••• 9 • •• 0 i i •• i o . ALTERNATE PIN FFIAAB • •• 000 • • • • •• �G�LASS CWS-871B••• • • SHEET 20F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LM CORNER CONSMCTIQMIT9N1 PARES DES�PTIf3N1 VENDOR lIATEJBAL 31 '1 K1497 Rdnf.Seth Meet.Rall Keymeok Alum YYI S78",rw y /�2 FT109 Reim.S.B.RJS.S.R, Keymerk Alum 8 3190D SW 44TH AVE. 3 K108 Ie.Roll,Fxd. Keymelk Alum OCALA,FLOMDA34474 4 H-6052 SathTopew.Rail Mkrm PVC 211118" 3W1vr 27/8' Vir WWW.CWB.CC H-6049 Main Fr.,8H,W Fin.,PVC MlknmtPppvvvccc 6 H-8050 Sash Meat.Rall,PVC Mkro17L C�ERR WE SMES) am PVC 7 M 6051 Seth Safe Rall,PVC Mikron L94 Is S��R 8 H-6049 Main Fr.,SH,%WFig.,PVC Mikmn PVC FRAME FLANGE-6c49 FOCED RAIL-1836 FZ SU DER P-3628 Stxeah Pull lab S1mhmN IMPACT PVC FRAME FW4MB 10 P-3033 Screen Sprig,SS Hurley 1 18119 1 3M8' 7 11 P-3113 Screw Support,PVC Tenn Pi�tIC q2,WMM1r 12 P-3218 SOMM Frame AlmetaO RoNFormIF13 P•3228 9cro7a1 Spline,.1�Dia,Bac. DamYw14 P-4754 Screen Frame Comer Key Alimetal Nylon 1116` 1118' 1178' FIXED MEETING RAIL be 6 } 15 P3342 Scam Sealer,SM-5504 Schnee Silicone SCREWED TOGETHER WITH m 18 P-3352Sc. 85 Dur.,1/8'x 55wx 2'Lg. FranRubber PVC BASH MTG.RAIL4 M PVC SASH SIDE RAI:5091 PVC SASH TOP/BTM RAIL402 PVC FOXED RAIL COVER-6063 Ol>TERFRAi<tE y 17 P-3429 Wetp.,.,0 0270 x.187 lxtck FlnBXlaf, Ultratab ra}ab 516' to 18 P- #8x314'Square TEK 2 7hhc Feeielhai Steel tea^ $ e wZ Q W 19 P4730 $8 x 112•Truss PH TEK 2 71nc Festerml Steel 3118' 2 d h1 20 P-3752 Cep Pkhg,1PY Hole M&M Nylon 1611c 1116- e or 0, irt;otll ' r 21 P-5250 gpflnp Wdt,impact,PVC hierlock SASH MTG.RAIL-1497 SASH REINK-1698 «003g XMi 22 P4779 RONer,Tandem M&M Nylon 8• I t a/iht' 23 P4Wl 1#8x/1/4 Ph F"TEK.WN. FaMonai Steel 711W 1 114" 24 P-4068 KwW,impact,PVC hrteiook 25 P-0479 WeepCXwerw/Flap M&M Nylon fAIX1116• �� `•` pREf>dy+►`i PLAN 1118 • "6EA)"''.T�+�+i 28 P4638 x 21/2 Ph Russ 8M3 Ajax Steel HEAD IMPACT HOOK- v14 'i�v'.'�} 8F., + 27 P4958 Rat"luck Sullhom enc &B.RJ8.S.R.-149a ROLLER TRACK-1776 ` t Na 55201 1 28 P-4952 Keapar,RD"Lock Sullhmn arc {6 3118° 2* 29 P49M Walp.,0.420 x.167 back FllSeal,Gn UNtrateb O 114' 718• :-a: 30 r 9 L STATE OF �kI• P 4631 Bernd Fastener Fetterhel Steel 41 I ij O .F W! 31 S-1112 Reinforcement,Head —h! � 7 6V[Xi 1 yi •.t OR UO o g Keyman Ahmr r_f� �- �— 1118' +++rySq.`•e....rti�� 32 S•1498 RoW.S.B.R S.S.R, Keymork Allan 6+0° 1116' PYCGLA$BEAD-alae y44TONn p��``•' 34 8-1776 Rdler Track Keymaek Alum GLAZE BEAD-1112 3S 8.1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-20M PANEL IMPACT CATCH-2000 38 S-2.000 iPanel Catch,Head,tmpaa Keyman Alum 7X2' f 11lY�{ 3B• �5n(r 4/1112015 37 S-90X!5 Aril UR Mikmn PVG 3"e" ILUCAS A.TURNER,P.E 38 5-6013 S=.AdVI.,vil Nib,PVC MikrOn PVC � 1� 1116' FL PE a 5=1 39 1239 JABARA AVE, 86014 SCm.Adapt.,PVC Mlkron PVC ••T • • •• PVC SENCATCH-6013 PVC ANT4LIFT-6(x16 _ 40 $41083 Fixed ill Co+,er h1&ron PVC • • •eSCMEtM6URPdffr30 0 NO PH,941 -157FIL 4 • • 41 S43064 Glazing Bead Mlvan PbC • •• •• •• •• •• ••••• •• 5118. 7 1J8•y �� • 42 CLASS SEE SHEET2 CARDS CLASS •• ••• •• • • • •• f 43 Plutect Glaze*W.S)kaFlex 552Henke)/SOXe SIBcDre 1118' BOM AND EXTRUSIONS PVCSCREEVSUPPORT-9014 DRAWN • • • • • • • • • • • • • • ADE 10/10/13 as • LINE I ma NOT USED: • •• • • *NAD. • • • •• CWS-871 B 133 NOTE:ALL EXTRUSIONS ARE ALUMINUM 600"6NLEBS OTHERWISE NOTED. • • 12 SHEET 30F5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ia 1fY MAX O.C.(TYPa � VVINWwwmmm ,.I 3'CTYP.) 1900 SW 44TH AVE S'MAX(TYP.I It �(TYP.) BEENOTE2 4"MAX MAX .CSC '.) WENOTE2 WWW.CWS.00DA34474 INSTALLATION ISO PVC I 1 ANCHOR(rYP.) I HQRZ.SLIDER 8* I ' ' INSTALLATION) IMPACT I MAX O.C. III (TYP.) r rp /�MAXO.C. ; 0 1 v I ' 1 TY.I � O �( I l�il a Lu co z cc IL e o � ANCHT IAYOUT-(FLnNrp 9YOUT-(FlM o mg ��4PNbw�W V4,pp+i__ v i N• 58201 ��S ,'o: NOTES: 9 STATE OF tT�= 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING SAME AS HEAD. 'y± 8 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS_ MAX.ALLOWABLE SHIM STACK TO BE 1t4°. USE SHIMS WHERE SPACE GREATER THAN t/16"(S PRESENT, LOAD BEARING SHIMS SHALL BE ,•y%fn►„tiAO��,, CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. /�/ 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS SEE TABLE 1,SHEETS. 4/117 S 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTKXd. FL PE✓158201 •• ••• • • • • • •• 1239 JABARA AVE S.INSTALLATION ABLE 1.S SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACiTURERT3 INSTALLAIr OY W R/ICTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET S. • • •• • • • • • PH.941-3801574 EMBEDMENTANCHOR TO S14ALL BE WALL DREpgg•TGCCyO•• • • • • ••• f�• B.INSTALLAON3 SOLID CONCRETEMOR GROUT-FILLED MU MAY OVCLUOE BTJF RTCTf�C� g$ EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF LI3ED.INTO SUBSTRATE 1X OOD EEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND IN TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3°FOR MASONRY,I”FOR WOOD AND METAL DM- GATE • ••• ••• • ••• ••• S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL RBpER�V DESIGNEp�Y RCHTTE�OR INFER QF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE ADE 10/10/13 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS N IN•TABL j1,jHEET C�NCjgE�AND M4SONRY SUBSTRATES MAY NOT BE CRACKED. • •• • • • • • *PS** •• GWS-871 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE40f MTAILATION SHALL SEq= BY O4rHER3 POLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: 3umSHEET FMAfAAMA I00(FIN WINDOWS).FMAlAAMA 200(FLANQE W00]OWS), FMAANDMA 25MX WINDOWS),FMA/AAMAAMDMA 3W(EXTERX)R DOORS) 120 4 OF S ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL HEAD ANCHORAGE MOW EMBEDMENT SEE TABLE i SUBSTRATE U4•MAX.SHIM �'OTHERS SUBSTRATE 11YINID�L4YSTEf"� MIN.EDGE DIST. SEE TABLE t MIN.EDGE DET. SEE TABLE 1 SEE TABLE 1 BY OTHERS i9O0 SW 44TH AVE. SUBSTRATE BY OTHERS Ile MAID SHIM FSEE TABLE 1 DCALA,FLORIDA 34474 SEE TABLE 1 I W W W.CWS.CC MR EMBEDMENT MOV.EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 BY INSTALLER INSTALLATION ANCHOR Im PVC INSIDE AND OUT SEE TABLE 1 HORZ.SLIDER SEALANT BEHOVD MIN.EMBEDMENT FLANGE BY INSTALLER 1/4-MAX SHIM SEE TABLE i IMPACT a o PERIMETER SEALANT PERIMETER 9EALAN'T BY INSTALLER G BY INSTALLER INSIDEANDOUT INSINSIDE AND OUT v O r SEE TABLE I ANCHOR SEALANT BEHIND SEE TABLE I ALLATION�C� u��y CW ro SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND y FIN BY INSTALLER HORIZOMALBECTtON C HCFaONTALBECnON U 8 TYPICAL JAMB ANCHORAGE s TYPICALFINTO �tORAGE rn HEAD AND SILL SIMILAR FOR FIN INSTALLATION w Z 5 W a 2 114-MAX SHIM SEALANT BEHIND O FLANGE BY INSTALLER PERIMETER SEALANT 1-10 1 to 6 Z BY INSTALLER MOW EMBEDMENT Enna SEE ow •i� INSIDE AND OUT AV P�i.....y�TZ,'i SUBSTRATE BY OTHERS { $�• 511?a1 '+ SEE TABLE 1 moi---MIN.EDGE DIST. SEE TABLE 1 5 TYPICALSILLR STATE OF fTW� vv- * �'�'iy �Cl,� TABLE 1:APPROVED INBTAL1ATiON FASTENER$ 411112015 FTSEANCHOR TYPE LUCAS A.TURNER,P.E. CDNOFFM(2A KSI MIN.) i8`RW TAPCON 1-112' i-1/8 PERIMETER SEALANT FL PE#58201 1238 JABARA AVE • P• BY INSTALLER13EAND NORTH PORT,FL 34288 FLANGE CONCRETE(283 K81 MOW) 3118°ELCO UL 1. CVSIbE AND OUT PH.84138a-1574 FLANGE GROUT-FILLED CMU(ASTM CAM) 3/18'ELOO LILTRACSN •• ••0144-i i • MIT L 01 R¢ONTAL TION 3/18- T 8 BOX FRAME INSTALLATION Eti DE FLANGE 2X MIN.SOUTHERN PONE(G�.s$) •• ••• ••1-a• • • •f. HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO IATRACON INSTALLATION DETAILS FLANGE 2X MR SOUTHERN PONE(G� *10 WOOD SCREW 1-w 7/8• FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FL NG E, FLANGE 18 GAUGE(O,OW)MR STEEL STUD *1¢18 HRTI KwM•FLE)LOA ITW •FlJL1 THREAD ••f7/1i•• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: �` MTU (33 KSI YIELD MIN) TEKS SELF $CW o•�- ADE ia/111/i3 FLANGE 1/8'ALUM.063-76 MAI.)OR *10 GRADE 8 SRELF TAP➢NNti/ ItJll •• i MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Weaf: 1l8•STEEL(33 KSI MIN,) DRILI 8NG SCREiIO i i• • i TIb • • 7118'• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-871 B FOV 2X MIN.80UTHERN PONE(CF1L56) la WOOD SCREW • 1-1l2• • •ill'•• SHOWN FOR FLANt3E WINDOWS. SHEET 12 50F5 ••• • • • • ••• • • • • • • • • • • • • ••• • •• •• • • • •• •• • • • ••• • • MIAMI-I- MIAMI—DADE COUNTY MON PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 HOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamidRdL.gov/economl Eurotech Industries,Inc. 4201 NE 121 Terrace Ft.Lauderdale,FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sidelite/Transom"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W04-14,titled"Alum. Sidelite/Transom Windows(L.M.I.)", sheets 1 through 4 of 4,dated 02124/04,with revision D dated 02/27/15,prepared by A�-Faroo jfttporation• • signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Producf"Ti4l Rev tion stamp •• with the Notice of Acceptance number and expiration date by the Miami-Dade CoulrtSr P,rodudCoutrol ....:. Section. •••••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufactur&s.rwav or to k city, stats:..' model/series, and following statement: "Miami-Dade County Product Control ApprWd",u ss-Aerwi"•••• noted herein. :09:6: • RENEWAL of this NOA shall be considered after a renewal application has begn filed and 6s been no change in the applicable building code negatively affecting the performance of tl Vprbduct. . ..• ;••••; TERMINATION of this NOA will occur after the expiration date or if there has been a revisit,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.14-0303.11 and consists of this page 1 and evidence pages Irl and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0416.04 CMIAM11-DADE COUNTY Expiration Date: June 10,2019 Approval Date: August 06 2015 g jell 5 Page 1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04.0428.04) 2. Drawing No W04-14,titled"Alum. Sidelite/Transom Windows(L.M.I.)", sheets 1 through 4 of 4,dated 02/24/04,with revision D dated 02/27/15,prepared by At-Farooq Corporation,signed and sealed by Javad Ahmad,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 (b) and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared Hurricane Engineering&Testing Inc.,Test Report No. HETI-03-1331,dated 01/15/04,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 04-0428.04) 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 (b)and TAS 2Q .9.t. along with marked-up drawings and installation diagram of A alAinum fixed •so 0 e0 window,prepared Hurricane Engineering&Testing Inc.,Test jkFjt No:e••0• •••;0• HETI-03-1365,dated 01/15/04,signed and sealed by Rafael F.12wz-Seda,P.E. sees (Submitted under NOA No. 04-0428.04) •••• •••• . . • 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201'94 sees e 90:000•.•• 2) Cyclic Wind Pressure Loading per FBC,Tljj§'*3-94 :0• •• •0090 •• along with marked-up drawings and installation diagram of am ojwWnum f xed •• •0• window,prepared Hurricane Engineering&Testing Inc.,Tesl Report Nov . 0 0.0:0 HETI-03-1882 dated 01/15/04 signed and sealed b Rafael r. I�rgz-SeRoses • � ysees.. (Submitted under NOA No. 04-0428.04) '• ' ' :0: • • 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum fixed window,prepared Hurricane Engineering&Testing Inc.,Test Report No. HETI-03-1889,dated 02/03/04,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No..04-0428.04) �J Manuel#er Product Control Exa r NOA No.15.0416.04 Expiration Date: June 10,2019 Approval Date: August 06 2015 E-1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTjmxD) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared Hurricane Engineering&Testing Inc.,Test Report No. HETI-03-1890,dated 02/09/04,signed and sealed by Rafael E.Droz-Seda, P.E. (Submitted under NOA No. 04-0428.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 02/27/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their •••••• "SentryGlas®(Clear and White) Glass Interlayers"dated 5A15,eXpiriBg on 07/04/18. •••••• •• •••••• .... .... . . F. STATEMENTS ' .... .... ..... 1. Statement letter of conformance, complying with FBC 51' D t1enr(2014),.aa4 of ntr-•• financial interest, dated February 27, 2015, issued by Al-Ffflj! c�1Corpoi"atio'rs, signed • and sealed by Javad Ahmad,P.E. '•• •• • • • . . . . ...... 2. Laboratory compliance letter for Test Report No. HETI-03-1331,'HETI-03=1365, HETI-03-1882,HETI-03-1889 and HETI-03-1890,issued by-Iurprcane Felt•: •••• Laboratory,Inc., dated January 15,2004,February 09,2004 and February 03,2004 respectively, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 04-0428.04) G. OTHERS 1. Notice of Acceptance No. 14-0303.11, issued to Eurotech Industries, Inc. for their Series "Sidelite/Transom" Aluminum Fixed Window -L.M.I., approved on 04/17/14 and expiring on 06/10/19. Manuel Pe .E. Product Control Ejajpiner NOA No.15-0416.04 Expiration Date: June 10,2019 Approval Date: August 06 2015 E-2 37 1/2' 37 1/2' V FRAME WIDTH SURFACE APPUED FRAME WIDTH FRAMEWIDTH FALSE MUNTINS 3 J/4•MAX. 13 1/2' 13 1/2" MAY BE USED 13 1/2' 3 3/4'MAX. 3 3/4'MAX µEAD/SILL 2 0 HEAD/SILL A HEAD/SILL p CORNERS zd CORNERS 2 CORNERS 2 ------ ------- ---=-- „ - n I ---= i II 11 1 �1 / M W n u_-- B7 M M 4 I I{ !• II 1� C� e� I M N p 11 11 11 1 M -y / I, II II I 11 / 6 II 11 I II / 4��- yl I i i 1 II 85 3/4' ii 11 t I,/ SURFACE APPLIED - J 11 p 11 i FALSE MUNTINS- D.L.OPG. \ Q MAY ITE USED 73 1/8' 4 It °i W w ra 4 II 1 I, LEAF WIDTH M C •u � �� n itj\ / TRANSOM UNITS 1 11 i it \ DESIGN TOAD CAPACITY - PSF y Z ii m I1 i 11 \ UNIT WIDTH UNIT HETGHP EXT.(+) INT.(-) N w 60• 75A 75A Qz LJ w M "_-?�--- ---��--- i rySEE SEPARA�NOA . 89• 75.0 75.0 h 0"DOOR �-RATING AND DE�AR\S 72• 75.0 75.0 _ _1 2 2 Ih ri 78' 36' 75.0 75.0 78.0 75A Z_S lJ{'o I y'----------- 90• 75.0 75A D! 98' 75.0 75.D U v3 w m .g0• 72.1 72.1 O Z=) s 7b 27 27 1/4' 66" 72.1 72.1 g m o of D.L OPG. \ $ D.L.OPG. NOTE: 72' 39' 721 72.1 �d ,� 3a 5/e" M 34 5/6' GLASS CAPACITIES ON THIS SHEET ARE 7111° 72.1 72.1 --� LEAF WIDTH AND ON ASTM E1300-09 (3 SEC. GUSTS) 84• 72.1 72.1 TYPICAL ELEVATIONS AND FLORIDA BUILDING COMMISSION 9o" 72.1 721 DECLARATORY STATEMENT DCA05-DEC-219 67.0 67.0 gg• 67.0 67.0 E SIDELITE UNITS ALUM S RANSOM WINDOWS 72• 42' 67.0 67.0 a R 1G R 9 DESIGN LOAD CAPACITY - PSF T CAN BE INSTALLED AS SINGLE UNITS OR IN 76° s7.0 87.0 0 E 0 UNIT WIDTH UNIT HEIGHT EXT.(+) [MT.(-) COMBINA710N WITH MIAMI-DARE COUNTY APPROVED PRODUCTS 84' 87.0 67.0 z4' 75.0 75.0 USING APPROVED MULLION IN BETWEEN. gp' 82.5 825 g 9, 30" 80" 75.0 75.0 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL gg• 45* 62.5 625 36' 75.0 75.0 WILL APPLY TO ENTIRE SYSTEM. 72• 62.5 62.5 r •• .•• • . 411-Ilk- 1. e mffi S - 67.0 67.0 • • •��}� • • ��'" '!' 78' 62.5 825 o a n ry 24' A 75. THIS PRODUCT HAS6 BEEN DESIGNED 64 T63T4p Tj vT61nPy. WITH THE d g S g REQUIREMENTS OF M E FLOR"Bt$LONG GODre INQILYCgPWIG 41817 VELOCITY 30' 75.0 75.0 HURRICANE ZONE(MPr�). •!! • • • • • • • • 84' 75 0 75.0 WOOD BUCKS BY OTHERS.MM BE•AIfCHOR�O PAPERLY M TRANSFER SHUTTE S/IRANSOMS ARE RATED FOR LARGE AND SMALL MISSILE 9MACT. SHUTTERS ARE NOT REQUIRED. � Q 42' 67.0 67.0 LOADS TO THE STRUCTURE. 24' 75.0 75.0 ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS � �A}14aD REVISHD N i 3 EMBEDMENT TO SASE(j"IAL SH"fE BQOND W R STUCCO. L PRODUCTnpgwiththe I 3 �• se• 75.0 75.0 f� �� FIA.PE 71Ts9x ar nnnplying��the Florlde 3g' 75.0 75.0 NOT PART OF TL AING IAL.•O:JT tKO f N N THEr DETA:S ARE CAN % i;I�M• I b 24' 75.0 75.0 9 108" A LOAD DURATION 9NCREA t IS USED M DESIGN OF ANCHORS IMO•WOOD ONLY. 30• 75.0 no ••• • • • • • MA 2015 sy drawing no. 24' 75.0 78.0 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 1+4umil 3W 120' 75.0 75.0 MATERIALS INCLUDING BUT NOT LIMRED TO STEEL/METAL SCREWS,THAT W04-14 24" 132" 75.0 75.0 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE sheet 1 of 4 REQUIREMENTS OF9VeFLVIDA BWLDWG GODT••• • • • • • • • • • • • • 6%• •• •• • • • •• •• • • • ••• • • TYPICAL ANCHORS t� TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING layMETAL z .: WOOD BUCK n EDGE DIST. STRUCTURE `EDGE DIST..•, .� MIAMI-OAOE COUNTY APPROVED e Ep,�p N MULLION&MULLION ANCHORS .EDGE'D6T.'• ` i` d. SEE SEPARATE TA EDGE DIST. �g 'f��•�T% �j UI I N N SSEE ELEVACAL TIONS a°S� /1 FOR SPACING `AJ WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH 4 2 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SET:ELEV.FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. ' (F"*125 KSI.Fy=100 KSI) n ' t ' =177 KSI.Fym1S5 KSQ 3/16'HEAT STRENb CLASS S INTO 000 STRUCTURES � C7 090'Interlayer 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)� Z Kumray SentryGlas By`Kuramy Americo.Inc.' 1BY BUCKS INTO CONC. OR MASONRY z W_w rr Ti 0 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) W n p 3/16 HEAT STREN'D GLASS M 4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS 2 o 6 p , � SIUCONE DIRECTLY INTO CONC. m � o a n GE SCS E208W 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) ) Z x 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) N m i o X �� s 014 SMS OR SELF DRILLING (GRADE 2 CRS) L.i o` W i INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/B' O Z g INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) G1 AT 1/4 POINTS ON UTES ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 9 LNIDER THAN 38 ONLY (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE GLAZI G DETAIL INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1' MIN. c Re d - INTO METAL STRUCTURE = 3/4" MIN. ° E R 3 , WOOD AT HEAD. SILL OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS Ve - 3000 PSI MIN, a 1. g 2 0 4 4 2 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. al W C d e d„ i i • SEALANTS: • g g o<m�o O1 B1 •: : 0 1 . :• •• ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH o 000 • • •• ADSEL OR TEKNA 50729 SEALANTS. y N Engr.JAVAD AH PROOUCTg with Im ' 7 , I E t re eamPlying with uta Florida ' - 7 FLA.PE♦j70g92 B n 1=:�.:.::-: _:::.-..:.moo..-.. .-.,•.• .- _ _._ •••: • • •:o •:• CAN.a A $ $ • i ding a Ievtro PTol �� .�� O ° : a .o.. c '•''i" • • • •• r*� S drawing no. ° TYPICAL ANCHORS •: a . °••0 TYPIQ4l.ANCFWRS • •SEE ELEVATIONS SEE ELEVAONS EDGE DIST. 1 FOR SPACING EDGE DIST. FOR SPACING sheet Qof 4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MOI/ PART/ RRQD. DUCRIPTION MATETUAL MANF./SUPPUER/RRMANU 1 ER008 AS REOD. SIDEUTE FRAME __ W83-76 - 2 ER012 AS REGO. SIDEUIE LEAF 8083-76 - - - -- - -- F J VZ1568 1/LEAF DOOR BASE BOARD 6063-TB �, 4 YZ-1333 d/LEAF OLA2MO BEAD 8083-T8 S 2801 A3 REOD. OU2iN0 OASf(ET VINYL 8 1001/30 I/CORNER CORNER KEY _ ALUMINUM MONTICELLO_ G 7 SCS 2800 AS REOD. SmELDE LEAF SEAUlNT SNCOAE CE fY #,O 6 #12 X 1-1/4 - FRAME ASSEMBLY SCREWS 8 - 2/LITE SETTING BLOCKS EPDM DURONETER 80t8 SHORE A 4 1/4'MAX. ,Try+, Q 1/4'MAX. 1/4'MAX SWM �Vy{°Q��sF$ 3 III SHIM O 1 SHIM ISY WOOD BUCK LL Z6Q iG METAL \yam 26Y WOOD CK Q yi STRUCTURE TYPICAL ANCHORS OR SEE ELEV. D CTURE O FOR SPACING g o L� •' yy Z 6 111/: 4' �j O n 7 EXTERIOR '•�. >' TYPICAL ANCHORS 2 4 '•r':.'•-...•:. SEE ELEV. D.L.O. FOR SPACINGTYPICAL _ o: /S.ELEVANCHORS LEAF WIDTH C) WO z 7 a FOR SPACING g FRAME WIDTH MIAMI-RADE COUNTY APPROVED MULLION O 1/4'MAX.'. SEE SEPARATE NOA SHIM ---------------------------- SEE =-n--------------------- @ r 1,1/4'1 SEE SEPARATE NOA q RATTIINGGAAND DETAILS _ ________ *00 _. • •• • • • • I • • 1t • n � �o< mi�o 11 ••• • • 1 • • 1• EW..JAVAD AHMAD PRODUCTIU.VISFiD • $� 7 EXTERIOR ••• ••• • 000 ••• 7oss2 Ais�P1YinR with dw F7u Ma 2 a • • • • • • • / a�nacoae g n D.L.O. . • . . • acFlaucc Nut tEAF WIDTH • •• • • • • • •• BY IAL HORS - • • • Z 5 M8 dtnwing no. SEEFOR SPACING FRAME W04-14 ••• • • • • ••• • • Dheet3of 4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 3.937 40� Q .070 ffii I3a� ,o O 2.888 L.772 1' DOOR FRAME ITL 4,Z rh i z.1,3o 3.873 2.819 O n 1.024 I 3 N 4 2.047 U Z DOOR LEAF w w n M 1.772-1 14 FRAME TOPJBOTTOM CORNER o C, h =N��g .087 3.937 y UVWJ ujW d 3. 177 2.921 j w—H M 0 1.838 DOOR BASE BOARD 1.000 •848ASO tA16 T— 1.201 • • • • • • • c•,��„� • •• • • • • • o re-'rew GLAZING BEAD • • • • • • • • • m < m e ••LEA?MENA • • � •• E-srAVAD AHMA0 PNODUCTR,iVISED I Q • PML • ••• •• •• ••• ••• A 792 • • • ying whh the Florida 7.. CAN i • • • • • • aecepla N -0 04 • • • • • • • • • Px mlion DN 7Q19 •• I I ••• • • • • • 2015 BY drawing no. W04-14 sheet 4 of 4 • • • • • • • • • • • •• •• • • • •• •• ••• 0 • • ••• • • MIAMI- MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1Rmidede.Q0v/ec0a0rav Eurotech Industries,Inc. 4201 NE 12"Terrace Ft.Lauderdale,FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Sidelite/Transom"Aluminum Fixed Window-L.M.I. • APPROVAL DOCUMENT:Drawing No.W04-14,titled"Alum. Sidelite/Transom 1Afiadows(L.M.I.)", •••••• sheets 1 through 4 of 4,dated 02/24/04,with revision D dated 02127/15,prepared by,OUearooq,Ed nptation,• •„• signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Ptoduct•Gq>tgl Revisio4 stamp . with the Notice of Acceptance number and expiration date by the Miami-Dade CoualF.$roduct C 6Uol :4060: Section. a ..... MISSELE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's va or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved”,unl11%Qfterwise••••• noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been Alecl'and tNrp*ih%s 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.14-0303.11 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.I5-0416.04 MIAMI•DADECOUNTY Expiration Date: June 10,2019 Approval Date: August 06 2015 8l�,115 Page 1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04.0428.04) 2. Drawing No W04-14,titled"Alum. Sidelite/Transom Windows(L.M.I.)",sheets 1 through 4 of 4, dated 02/24/04,with revision D dated 02/27/15,prepared by Al-Faroog Corporation,signed and sealed by Javad Ahmad,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 (b)and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared Hurricane Engineering&Testing Inc.,Test Report No. HETI-03-1331,dated 01/15/04,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 04-0428.04) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,T4S 202-94 3) Water Resistance Test,per FBC,TAS 20284 . :*0000 ...... 4)Forced Entry Test,per FBC 2411.3.2.1 (b)anA!TA S 20,0-24% •, along with marked-up drawings and installation diagram of an'i;=hum fixetr window,prepared Hurricane Engineering&Testing Inc.,Testoje* rt No. 0�;0 :0000: HETI-03-1365,dated 01/15/04,signed and sealed by Rafael E..PxQ2-Sedfi,"VX. ..... (Submitted under NOA No. 04-0428.04) ...... .. . ..... 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 21"94� o•.0 2) Cyclic Wind Pressure Loading per FBC,TAr243-94 along with marked-up drawings and installation diagram of an alurwrium 15ndo0 00.. window,prepared Hurricane Engineering&Testing Inc.,Test*AsAo$t No. . ... o 0 0 0 0 HETI-03-1882,dated 01/15/04,signed and sealed by Rafael E. Droz-Sed;,P E' (Submitted under NOA No. 04-0428.04) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared Hurricane Engineering&Testing Inc.,Test Report No. HETI-03-1889,dated 02/03/04,signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No..04-0428.04) Manuel er Product Control Exa r NOA No.15.0416.04 Expiration Date: June 10,2019 Approval Date: August 06 2015 E-1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED B. TESTS(coivTrwED) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared Hurricane Engineering&Testing Inc.,Test Report No. HETI-03-1890,dated 02/09/04, signed and sealed by Rafael E.Droz-Seda, P.E. (Submitted under NOA No. 04-0428.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 02/27/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 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. 14-0916.11 issued to Kuraray Ameri day Inc. fo'r"Vr see*:* "SentryGlasO(Clear and White)Glass Interlayers"dated 06/25%'15,e4ftim on -, 07/04/18. •••• •••• • • F. STATEMENTS .... 000000 ..... 1. Statement letter of conformance, complying with FBC 51i EAh ftn:(2014�,.* of ne-:--• financial interest, dated February 27, 2015, issued by Al-FaiN Uorpo&tidd, signets•":• and sealed by Javad Ahmad,P.E. ••..:. 2. Laboratory compliance letter for Test Report No. HETI-03-1331,'HETI-03=1365, HETI-03-1882,HETI-03-1889 and HETI-03-1890,issued by-I•Iurricane Fev: Laboratory,Inc., dated January 15,2004,February 09,2004 and February 05,2004 respectively,signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 04-0428.04) G. OTHERS 1. Notice of Acceptance No. 14-0303.11, issued to Eurotech Industries, Inc. for their Series "Sidelite/Transom" Aluminum Fixed Window -L.M.I., approved on 04/17/14 and expiring on 06/10/19. Qif^ Manuel Pe .E. Product Control BVWner NOA No. 15-0416.04 Expiration Date: June 10,2019 Approval Date: August 06 2015 E-2 37 1/2• 37 1/2' 76" FRAME WIDTH SURFACE APPLIED FRAME WIDTH FRAME WIDTH FALSE MUNTINS 3 3/4•MAX. 13 1/2" 13 1/2" MAY BE USED 13 1/2• 3 3/4"MAX. 3 3/4•MAX. A CORILLL 2 0 HEAD/SILL A HEAO/S0.L1 CORNERS 2 CORNERS 2 -------------- L) ----------- a p6 - ----- ql v_II I=_--ITr====-1 II I et L Z 1�2t aSURFACE APPLIEDFALSE MUNTINsP. OPc. s Q n= n x n O =====C==== i�z h --_= ==77 MAY BE USED 73 1/8' - °'w r� 4 O1 m a ,ISI+ 1 / LEAF WIDTH ^ C� _ i i \ '�• TRANSOM UNITS v[t;) DFSIGN LOAD CAPACITY - PSFII UNR WIDTH UNR HEIGHT EXT.(+) TNI'.(-)60" 75.0 75.0 zzw M" ---rr--- ---'Tr--- I II SEE SEPARA NOA V nM ml FDOOR 66' 78A 78.0 qQ M 72` 75.0 75.078' 38ud 75.0 75.0 wr78.0 78AZ 1xF--aJ N Q 90' 75.0 75.0 = 0 1g 98• 75.0 75D yOy,J�W E F6 .gO` 72.1 72.1j h Z q 27 1/4' 271/4' 66' 72.1 72.1 g g ovi D.L OPG. a 72• 72.1 72.1 34 OPG. GLASS CAPACITIES ON THIS SHEET ARE 78' 39' 721 72I 3a 5/e' 34 5/8' BASED ON ASTM E1300-09 (3 SEC. GUSTS) LEAF WIDTH LEAF WIDTH 84` 72.1 72.1 TYPICAL ELEVATIONS AND FLORIDA BUILDING COMMISSION ON �. 67.0 62,1 DECLARATORY STATEMENT DCA05-DEC-219 67,0 86.0 �� 68' 67.0 67.0 ^a SIDELITE UNITS LUM S RANSOM iP1NDOViS 7z" az• s7.o 67.0 DESIGN LOAD CAPACITY - PSF CAN BE INSTALLED AS SINGLE UMTS OR IN 78" 87.0 67.0 0 S B UNIT WIDTH UNIT HEIGHT EXT.(+) NT(-) COMBINATION WITH MIAMI-DADE COUNTY APPROVED PRODUCTS 94• 67.0 67.0 p 24' 75.0 75.0 USING APPROVED MULLION IN BETWEEN. 80 52.5 62.5 li, sill 30" �, 75.0 75.0 LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL 66• 45, 62.5 82.5 38' 75.0 75.0 WILL APPLY TO Eq%E !MM.• • • . •� 72• 62.5 62.5 ie 4Y 67.0 67.0 • • • • •��r 7B' 62.5 62.5 o e ry 24' A 7b. THIS PRODUCT"BEEN DESIWIED 64 T"IS WITH THE REQUIREMENTS OF THE FLOM"BUKDIMG QPDF•IN% G HI�41 VELOCITY 30' 75.0 75.0 HURRICANE ZONE T") • 04,: • • • • • •at o u • 64' 75.0 7b.0 y 0'' ••• SIDELRESAMSOMS ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS. MUST BE ANCHOR PAPERLY V TRANSFER SHUTTERS ARE NOT REQUIRED. Y 42• 87.0 67.0 LOADS TO THE STRUCTURE. ANCHORS 24' 78.0 75.0 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ��AHW>D EMBEDMENT TO IMASE I1IAJWIAL SH"RE BQOND W OR STUCCO. L PRODU(:TREVLSBD 1 30• 98• 78.0 75.0 ��'� • Fu PE 70892 av nntryfyi09 with Bea Flodde • • A ` �` E CAN. I ivadi09 Code S 36• 75.0 75.0 ANCHORING GP*NOT PART OFTyjS•APNPP�IYAL.•)NDITI0• T�i„O�•14 • T: DETA�S ARE 24' 75.0 75.0 30' 108" 76A 78.0 A LOAD DURA110r1 JNCRV 1S USS%IN DC BION OF ANCHORS R.C•WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. Z��S Spm Browing no. za• 7s.0 75.o W04-14 �• 120' 750 750 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 24' 132' 78.0 75.0 COME NM CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE sheet 1 of 4 REQUIREMENTS OF07*10 FLORIDA BYILDWG CODj.•• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS V TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS- SEE ELEVATIONS 7 SEE ELEVATIONS FOR SPACING FOR SPACING z FOR SPACING FOR SPACING 1BY METAL Z j WOOD m= EDGE GIST. STRUCTURE O EDGE DISf.. - :� n MUUH-DADS COUNTY APPROVED F zd Ali'r_ ED D iv n MULLION& MULLION ANCHORS .� pI. .EDGE-DIST. ° �' o SEE SEPARATE 1L G y PA—E DIST. �O v y N TYPICAL ANCHORS qT tam 7 + SEE ELEVATIONS W a /�� FOR SPACING Zia�� `A) WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH is b q O 2 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS' SEE ELEV.FOR SPACING 20 AND TRANSFER THEM TO TIIE BUILDING STRUCTURE. '1TW (Fuo125 KSI,Fy=100 I(SI) n I'I' ° WjZ3 =177 KSI,Fym155 KSI) o ,i 3/16°HEAT STREN'D GLASS INTO 000 STRUCTURES �j 090'Interloyer 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) Z _ Kumroy SenlryGlae 0 a° By'Kurmy Americo,mc.' 1BY BUCKS INTO CONC. OR MASONRY P I 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) U M 3/16°HEAT STREN'D GLASS M w 4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS In tgi SUCONE DIRECTLY INTO CONC. vt C3 o q i G£SCS 2800 1--1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) Z m P: z =LAZE 11 1-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) c_V 4g o W n' 5 J14 SMS OR SELF DRILLING a[RP WC (GRADE 2 CRS) ca W i INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/B") N �Z g m d INTO METAL STRUCTURES �� STEEL : 1/8" THK. MIN. (Py = 36 KSI MIN.) til AT 1/4 POINTS ON URS ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) 9 WIDER THAN 36.ONLY (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINITED) 4 TYPICAL EDGE DISTANCE LAZI G DETAIL • INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. A a 1d — INTO METAL STRUCTURE = 3/4" MIN. P 0 3 WDOD AT HEAD, SILL OR JAMBS SO = 0,58 MIN. x g CONCRETE AT HEAD.SILL OR JAMBS Pc - 3000 PSI MN. 2 � q-_ 2 C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. S c • •• i i i i SEALANTS: W 8 8 O 1 61 • • 1 • • • • ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH o ••• • • • •• ADSEL OR TEKNA 50729 SEALANTS. z z Engr..IAMAD AHMADr PRODUCT REVISED a i CIVIL m complying with the Hands 1 7 7 • s• ••• ••• FLA. 3S387g392 DAuildr ---- -::.:._ _. • • • 15c tan Dam .•v • ' TYPICAL ANCHORS •:..° °•••. TYPICAL ANCWDRS • • .j e 5 Ndem{ drawing rK). SEE ELEVATIONS SEE ELEVATIONS W04-14 IP EDGE DIST. I FOR SPACING EDGE DIST. FOR SPACING sheet Q of 4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • MRM/ PART 0 RRQD. DESCRIPTION MATERIAL MANP./SUPPU8R/R10IARKS 1 ERDOS AS REOD. SIMnE FRAME __ 6O113-78 - I 2ER012 AS REGD. SIDEUTE LEAF 8083-T6 - -- < a YZ1566 1/LEAF DOOR BASE BOARD 8083-T0 - 4 K-1535 4/LEAF GLUING BEAD 5063-TB - Y '� 5 28D1 AS REGO. 0!AZIND GASIKET __ NIM - F - a S tool/5D 1/CORNER CORNER KEY ALUMINUM NONRCELIO O� 7 SCS 2WO AS REDD. SMELRE LEAF SEALANT SILICONE GE 8 6 1#12 X 1-1/4 - FRAME ASSEMBLY SCREWS - Isms S 2/LITE SETTING BLOCKS EPDM DUROMEfER 80*5 SHORE A ` 9Fi n D � 1/4'MAX. Lilt,1/4'MAX. 1/4'MAX. SbMSHIM /� SHIM IBY WOOD BUCK i �TAL OR WOOD CK STRUCTURE TYPICAL ANCHORS OR SEE Ems• D RE O ,i FOR SPACING �7 -_ -- - _ - - - - -- -- gin LqM p, U �L.J EXTERIOR >' TYPIGLL ANCHORS _ w 2 4 1.:;`,•: , , SEE V". i Q D.L.O. FOR SPACING ��SJJgj TYPICAL ANCHORS Q W L4 p^ SEE LEAF WIDTH F- FOR ELEV.SPACING &Z m FRAME WIDTH O MtW-DARE COUNTY APPROVED MUWON 1/4'MAX.' SEE SEPARATE NOA � () SHIM • ------ n dI II 11 �q�p a`Y' SEE SEPARATE NOA 0111 1 FOR DOOR 11 b RATING AND DEFNLS • • c• Si N ry Y c dAMAD AHMAD PRODUCT RINLSFD $ T EXTERIOR ••• ••• • ••• 000 FIA.PCML TOS82 03OMPIYh1R with Um Florida •� 4i 2 4 • • • • • • • C.AN. 3uRdinR Code O.L.O. • • • • • • / Acminaaw No • •• • • • • • •• _ LEAF WIDTH ••• • • • • • By TYPICAL ANCHORS (425 M1 drawing no. FO SSPPAyCING FRAME vnorN J WO4-14 ••• • • • • ••• • • Sheet Sof 4 • • • • • • • • • • •• •• • • • :060: ••• • • • ••• • • 3.937 .070 10 [ai Z 1.61 1.�� 1p O 2.956 F , g I U 1.772 DOOR FRAME ry F�1.771 630 I I JC Q 4 8 1 2. � ggg LL 3.873 .a70 I Q $ 2.619 I �— 1.024 I 2.047 Z O � DOOR LEAF E.w M•• M 1.772-1 14 FRAME TOP/BOTTOM CORNER o N LL V) 0 Z JJE z� i UWWw F.67- 3.937 Z mi 3.177 2.921 j O g L-L—j HEW 0 1.838 DOOR BASE BOARD ,.pp9� •848 .aSO 1.018 •• •• • • to • i •• • •• • • • • • o Egos" • •• • N. •• • • • • mo,m o GLAZING BEAD • • • • • • • • • c ••�URNEA? • • •• Fii9r.JAVAD CML FIiODUCTit1>VtSED L • ••• ••• • ••• ••• M PE 70592 as eomplyfagwith llK Florida N • • • • • • • • • • �WaNcA1Acan o4- " laDmun19 0 • • • • • • • • •• •• • • ••• •• By �{ drawing no. W04-14 sheet AM 4 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE i H,44N I--DADE COUNTY,FLORIDA a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE (NOA) w%,n v.ndam1dade.sov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami--Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid atter the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series`PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Alumiolum Tu'b'e Illionap.... sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/11 with the latest4evhion 4%d 01/29/15, • signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—DadB'CDUitty Ptbdut t Contra?•••• Revision Section stamp with the Notice of Acceptance number and Expiration**Yale by the Mfami—Dadk...: 00006006 . . County Product Control Section. 0000 0000• 0000. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 000000 6 9 . 9 6.6 9' 0 - 0 6 0 LABELING: Each unit shall bear a permanent label with the manufacturer's?iaNe or logo,tlty, statb'.9;• series, and following statement: "Miami—Dade County Product Control Approvid't-O;iless otherwise noted . 6 6 9669.. herein. .00000 . RENEWAL of this NOA shall be considered after a renewal application has beamAlad and tkem as be®n"': 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. 13-0815.05 and consists of this page I and evidence pages E-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-11051. MIAMbD DECOUN7Y ,r �lS`_ Expiration Date: May 26,2016 Iftmull2mg {{ Approval Date: February 12,2015 S,14, � Page 1 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted choler previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and 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 antler previorts NDA No. 10-0819.05) •••'•• ...... . .. ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, conWlyjng wit4.] IPC-20.10.•• and with FBC 5th Edition (2014), prepared by manufacturerl.d Ed 01=10, signed... and sealed by Anthony Lynn Miller,P.E. 00:00: ;•. •• ••••• .. .. . .. ...... D. QUALITY ASSURANCE • . . . . ...... 1. Miami—Dade Department of Regulatory and Economic Resources.(RERx•...• Goes . ...... E. MATERIAL CERTIFICATIONS so. • 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5th Edition(2014),dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010,dated 06106/11,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control to PGT Industries,Inc., dated 08/06/14, signed by Jaime D. Gascon,P.E.,Product Control Section Supervisor. ainte D.Gasco ,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FT1,6443, issued by Fenestration Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.11-0922.01) 5. Laboratory compliance letter for Test Report No. FTI-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.0.1) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13--0815.05, issued to PGT Industries, Inc. for their "PGT Seizes Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. sees.. sees.. .. . 00 sees.. sees. sees sees :sees: e e e sees esees sees. . . . ...tee e s sees. ee ee a se sees.. sees.. e e . . e e 0 eeee sseeee e . e . . sees.. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL MISSILE IMPACT-RESISTANT PRODUCTS 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION 70 ANYANCHORS REQUIRED FOR THE 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 IX OR 2X WOOD BUCKS IF USED, GENERAL MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS-_____1 FIGURE 1: ELEVATIONS..............._..__.__i AtULLT02X WOOD_........._.-..._.2 MULTIPLE [—CPENNa WIDTH PCR VERTICAL MULL ARCHESTO 2)THE TYPE AND NUMBER OF ANCHORS lS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLTO1X&MASONRY»... _2MULLIONS / NSCRlsw INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES-_.__.»_.2 W. SEE DETALS ANouIAR NOT HAVE A GAP OF MORE THAN 19'FROM THE CUP. MULL TO MASONRY..... .3 A-D,GM; SHEETS 23 SHAPE MULLTOSfEELSTUO------__.3 OD 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL 10 MILL.._ _ w_._.»_3 I T� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS••••»--»•-•-••-•-•3 U? i i�� I 1 / ��♦ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CUPS___.____4 Z (A BAY MULL INSTALLATION..._.._.4 O IhL- /♦ �/ �/\\♦ 1 Z76 X 2 X M MILL SPECS____ _B 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 13 BEYOND THE SCOPE OF THESE 1 X 2 X.3MULL SPECS. ___6 LU \\ INSTRUCTIONS. 1 X 2.75 X.375 MULL SPE:CS.____7 y \1 1 X 2.76 X.66 MULL SPECS.._.-...-8 SEE DET , i i 1 t III 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.126 x AN MULLSPECS....._S co ILLI O SHEETS 0, / I / 1 SEE �o S ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER 1 X 4 X am TUBE MULL SPECS.-1� Q N I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN SHEETS\ OPENING 1X4X.378'r MULL SPECS 11 I I 1 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. j \ 1.26x3.188 x.286 MULL 8PEC3._12 Z X 326 X.188 MALL SPECS__13 W� �• IVEkTy 1. FOR 8)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES). 1.26X3.26 X.824 MULL BPECS.»_74 z LENGTH HORIZONTAL Z MAIL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4X.26 MULL SPECS.._.__.._18 � Q Z SEE DETAIL E. BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT ¢ to r V SHEETS 128 X 2.11 X.128 MULL SPECS....10 AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 30• X3.26 BAY MULL BPECSM._..10 REACTIONS. WX3.26DAY MULL SPECS-.__.20 O '2 MULLION&CUP DIMENSIONS..__2123 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-8443:ELCO ULTRACOWAGGRE-GATOR NOWS:ANSUAF&PA NOS FOR WOOD CONSTRUCTION: EXAMPLES/&2.__....._...-....__.24 l� 33Y PRODUCTS MAY ADM ALUMINUM DESIGN MANUAL LOADING EXAMPLES--------_.25 lQ BE OF ANY TYPE. MUST �ACIUREC In MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING W7�- W N !i _ BYPOT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS MULLIONS ARE ONLY TO BE USED WITH O POT APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. < Z $ 3 /WE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ A-0,O,H; > HORIIZOOYLTAL SHEETS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MUL LENGTH HORUIONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA ULL LE H INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIRMENT 8.831 r FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT$FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRIANGULAWTRAPEZOIDAL'. PRODUCTRBVISBD m wimlgho whb dm Fwds HORR.MULL LENGTH 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBRIM FROM TABLES 1A THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING Du0dlu8 COd6 _ LENGTH �.—OPENING WOTH� f' —'1 THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY}THE Aa6cptaewNO15 OS.• MULLION CAPACITY O.BS/FT'1013TAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIM FOR THE OPENING OBTAINED IN �IZDs.�p STEP 1). CHEIGHT '1 Pre et comfotl OPENING ILL FOR 6)FROM THE SAME TABLE USED INSTEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THISVALUE .PENING . q q VERT. REPRF"TS"r•WIIIjOI.QAD TVNSFIRFWD TO•TWE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. I I t I I 1 I(1 HEIGHT LENGTH , ® Y Y • • • • • • • • • \\ / f L AIL 8)FROM THE ANGAOR Q4PACI6Y S ABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `\� Ao ••••.N CHORI§S" TF N OrL• P*•LRN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR `�*P:•' UCEWSF,�(F��' s •• • • • •• SINGLE MULLION SINGLE MULLION �F CPE�N oCa�iDMyu 7)IF THE MULLION CAPACITY ILBSFM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT 8 BS1FP1 FOR THE _ NO 58705 :y} OPENING WIDTH OPENING,YOU MAY USE THE'ANCHOR CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS . 0 FOR VERTICAL Muu V%UE A LOWER ANCHOR CAPACITY OPTION MAY SELECTED FOR THE SAME SUBSTRATE SEE CORRESPONDING DETAILS MULTIPLE MULLIONS ••• 000 •• • ••• ••• ;Off'•, y�T�-,Ze4q55_' FROM FIGURE 1 ABOVE. VE}NIFY E DESIGN%4S�I R TING OR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION '••�CORIDA ••'' �'�` 0a•1'AINEQ FOTiTHf MULLION SY;TEM.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ........... G\C� PROWJCTAMEM13LY• • • • • • 001,91VAL E�\ (M IR&LtGRT OPTION USED AND TABLE VALVES USEID IN A SPECIFIC APPLICATION WHEN USING THIS NDA TO APPLY FOR A PERMIT. A.LY44 fulll.'6k,P.E. FL P.E.#68706 ••• • • • • ••• • • • •• •• • s • •• •• ••• • • • ••• 0 0 'loll JB! � DETAIL A: DETAIL B: MULuON � 4 o MULLION TO 2X WOOD BUCK A° ON MULLION ATTACHED TO 1X BUCKST" rf••s c ,I OR WOOD FRAMING WOOD BUCK AND MASONRY Ani SEESuBswTS 16188 � d (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BYOTHERs N I I MULLION HEET 1.1' is to (F- 1 j I j ..', N N W S ti • Z A 1 1 I SEE SHEETS o nb 1 MIN 2.71(9 '• • Eva O L~U ETTHER E ° 1 1 21-23 FOR HOLE .7 I I CONCRETE OR CARD' I� '' DISTANCE, W 9TANDARO OR e I LOCATIONS ° e I I SEE SEE TABLES S OFFSET MULL a WS$ m m 1 EDGE DISTANCE 18-188 CLIP MAY BeI e FOR MASONRY NSTALLED BY A o I 11 �NroOD o I I ANCHORS m N THIS METHOD. ° e SCREWIISIDE VIEW .2W MAXFOR ALL MULUONS G ~ O J ° e STANDANDRARDO HJ OR- � OFFSET WILL Z 7 4 a ° �! ° a CLIP MAY BE d ° ° A. EXTERIOR ° o �A INSTALLED BY N Z G eNCE THIS AfETHOD. Z .- d• A 4° ° 4 DISTANCE e4 ° m 0 a MASONRY C THE OCLIP 49 ANCHORS ° C ° [RFECOM�LTMIZDEFOREXTERIOR 0°4 ° UT MAYD Fri ° S2 S2 TYPES. N c~iZa3 � TYP.ANCHOR TYP.ANCHORS -•1 TYP.ANCHOR PER SUSSTRATE. SEE TABES 18-1 PER SUBSTRATE. SEE TABLES 2S-188 SEE TABLES 18-169 SEE TABLES 18.16B _ EDOHEND E.1 DISTANCESEE TABLES EMBEDMENT gUgNBp 16188By NOTEBY OTHERS • 'T SEENOTE I. i •' SllEET 1. . • MIN 2.7 KSI CONCRETE OR CART ODUCI'TtBY)9BD SIDE VIEW FRONT VIEW u�vd&ftFufl& FRONT VIEW `0NO INSTALLATION NOTES: NW a Pioduet Contm 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. •• ••• • • • • • •• 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESETfMTION • •• • • • • • ��\ pt•1Y LYN/y //� ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DIST THE•• s • • • ••• • �� • ' ••(1�( ��i CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLLEES� • • • • • • • • Q�; �10ENSF•.,!(, i FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USEb. F•♦♦ •• ♦ • • •• y}; ''p No.58705 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _„D ?• ' 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 3. • ♦•• ♦•♦ • ••• 6:0 �• ,• F/ ��\ b)FORMASONRYAPPLICATIONSINMIAMI-DADECOUNTY,USEONLYMMMI-DADECOUNTY&MVEC: • •• • • • •• • %�� '•.,<ORIDP,.•• ELCO ULTRACON OR ELOO 114'S.S.AGGREGATOR MASONRY ANCHORS. • •• ♦ s • • • a •• ` FL ��4� P. .#58705 • •• •• • • • •• •• ••• • • • ••• • • DETAIL E: ® . DETAIL C: 12VMINMULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTIONON TES e-C '• MASONRY STRUCTURE elULUON (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR•"MS" 0� o INTERSECTIONS. (STANDARD CLIP SHOWN) VAJ PS ix, e 2)MAY BE INSTALLED HORIZONTALLY I I (SHOWN)OR VERTICALLY. WO I TYP.ANCHOR L , N EITHERTHE I ..-PER SUBSTRATE. STANDARD OR SEE TABLES 1B-13B 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 B m OFPSBr M�I I i TOP VIEW FOR CORRESPONDING MULLION. (A M J CLIP MAYBE I I EDGE DISTANCE /--MULLION SVSTAIIFA BY I� i FOR MASONRY Q THISMETH00. 1 1 ANCHORS VARIES-+� J 012 STEEL SCREWS, — _ SELF-DRILLING OR PRE•ORS.L 2 ��7 N \ MULLION AND USE SMS UU m Op O r/> ° EXTERIOR a MULLION Z 4 , a g 0 J EDGE DISTANCE 4 THE OFFSETCUP 14 p'• FOR MASONRY 4 RECOMMENDED FOR ` Z ANCHORS ° WINOWS.BUTMAY LUU."CTtON .jI I8 < OTLHER FFRRAM EEDTYPPEES. EXTERIOR Q �. 7YP.ANCHOR 4 PER SUBSTRATE, 4Z Q a O SEE TABLE9,8-138 TYP.ANCHOR SEE MEETS 21.43 FOR BUCKSTIBP PER SUBSTRATE, HOLE LOCATIONS AND SEE TABLES 18-139 FRONT VIEW sow ATTACHMENT DISTANCE y BY OTHHEfiS, WE TABLES EMBEDMENT SEE NOTE I, 1&13B V Z O O I • BFEET t. a QMN J� •° .. .• •_• EDGE ,r, I DISTANCE MIN 2J KSI CONCRETE OR CMU SEE TABLES SIDE VIEW MIN 27 KSI CONCRETE OR CMU 18.138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYPn NCHOR ERER�Si BSTM • ` SEE TABLES 16-138 ODULT REVISED 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION a n wm t�lRotide SE2143 FOR ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE � 2143 FOR _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS.FOR DETAILS A D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED_ LOCATIONS Nero 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEKHEAD OR FLATHEAD. `\ 1ULLroN ® Dad PcodaH Comm 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 6)FOR MASONRY APPLICATIONS W MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVEDgo:• ••• • • • • • EOIsrANCE `�� NpNY LYNN 4&, ELCO ULTRACON OR ELCO V4•S.S.AGGREGATOR MASONRY ANCHORS. • !• • • • • ••• • FORSTEBL STUDS THNNER THAN SEE TABLES • • •FROWVIEWA • • 16 GA AND COMPLIANT WITH THE FLBUMOPIG 1&138 •• ••• iiTi • CODE•ADCWOOD aACKER MUST USER. "� LJ� ATTACHMENT BY OTHERS. No.687p5 �}_• EXTERIOR usEwDODANcnDRSPEcs SIDE VIEW _ _ NOTES: u _ • ••• ••• • ••• ••• -O'• 1 S: • • • • • • • ! 1)FOR 2X WOOD BACKED STEEL STUDS WOOD (�'. ST E D � . (V • • • • • • • ANCHOR VALUES MAY BE USED. • •• • • • • • • •• 2)SEE CORRESPONDING MULLION TABLES, "l,PJVAL�NG`� ••• • • • • • SHEETS 6.26,FOR QUANTITY OF SCREWS. A.LYTBN 1MLCK P.E. FL P.E.t#68706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) ' $ SEE DETAILS A* 3T OR 4b• u# SHEET8 2 AND 3 POR INSTALLATI ON TOSPE IFICSUBSTRATES. BAYMULL MULLION 0 h O z �Ly O O O EA O 0 O O W O O TOP VIEW 2 SIDE VIEWI W V O SHOWN WITH VX 4•X.128' TOP VIEW MULLION I I I IZ I I I I TYP.ANCHOR g F EXTERIOR 1 1 I I I PER SU89TRATE, I I SEETABLES1680R188 Z V I I w>!I STANDARD MULL CLIP i 1 r-P R•SI�STR�ATE, I I I EXTERIOR � G MODIFIED TO FR FIELD 1 SEE TABLES 18-1484D I T7 CONDInONB. I V' Z r a-• ;t_ I j I I I 1 2 PER MULLION END,MUST BE Q N MULLION INSTALLED INSIDE OF BAY MULL ��'• i i m I it ~ N> 1 1 1 1I I II ANGLECUP, 2PERMULLIO N END. Q z 4 V 0 MUST BE INSTALLED INSIDE OF MILL. I I I TYP.ANCHOR PERSUBSTRATE, SEETABLES 1B44B ./1 INTO WOOD, L� STEEL,ALUM MTOWOOD,STEEL, STANDARDCLPTOBE EXTERIOR OR MASONRY EXTERIOR ALUK CMU OR MASONRY MWIPB:DII-FIELD. EXR3EOR ��X OEpDE -®�� "C+)� mtotnpiykl))wwilhmePlatlda pP3l �� ABi1dIBo � �•.Ow ® INTO WOOD,STEEL, O J• y ® ® ALUM,CMU OR BU80WiY EDGE H DISTANCE (018 BPR)11Ct Mt PER EDGE •• •-—•-{� ANCHOR D08TANCE F • PERANCHOR • •• • • • NOTES FOR INSTALLATIONOM014GB.H: \\5O.••••••••. •• � P�:'' 1.10ENS�c'•.�6��: NOTES FOR INSTALLATION OPTIONS F. •• ••• •• • • • ••• 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ; No.5870, 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28-X 2.1 P X.1125-MULLION. 2)DETAIL G:SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE ' LOCATIONS. 2)SEE TABLES 18-13B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATION6: *00 ••o ••• ••• ••• 3)DETAIL H SEE TABLES 168 OR 186 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :A�•, ATE • • LOCATIONS. % (� OR19P.••' \ 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. ••• • • •• • • • •• • •• • s • • • • •• ,' NAL ••• 0 0 0 A.LinIM MILLER,P.E. FL P.E.@ W705 ••• • • • • ••• • s • • • • • • • • • • •• •• •• ••• • •• •• •• • • ••• • • TABLE 1A • MWOon Capitally Table ObaWl 61 Opening WIft(for veAca0yspat7 hV-ft-)or Opening Halght(forhortmriaAyapamlrg mom) W�t42wge v 601n so in lain 6o In 9012 Inch 120In 140h 180h L2 O Rwtwmdm TreNrde29. Reo"war wi te. Raetetep0el TrePlldmOg. 1 m Oaplr6totq. Reefaa90er TtnpRMng. Rade.901e4 TrepTAarq. Red3ttgf4er 17eP71f1e2& 16W1pdffi Aep77de11g. q I x2x.128 t4aflt Loaft towing Loaft Loaft Lwdm Loaft t- t9 Loading Lcaft Loaft Lftft LoalTtt9 Lod" Lwan9 Load6g Loaft toetltp 39 Ai M-moo Tube � � 6' filliq is 1 11 , 11 1111 0111 11 111111 11 11 11 11 11 11 11 11 11 1111 1111111 1 11 if 111 o Ito r 421n 1119 403 129.8 332 932 408 110.6 326 179.9 408 107.8 321 1619 406 101.4 319 62.1 408 104.0 319 66.9 405 100.0 319 48.8 408 104.0 319 39.0 408 104.0 319 96.0 408 104.0 319 49 In 74.0 312 838 268 82.4 312 734 2m 63.6 312 87.0 248 48.8 312 622 248 41.8 312 81.3 244 37.8 312 41.8 744 312 312 BLO 244 26.8 312 619 244 23.4 312 819 244 y 60.828h 83.8 281 70.8 234 832 291 819 228 48.8 281 88.7 224 3&e 281 621 Y12 369 281 60.1 Yeo 319 281 49.3 210 20.4 281 49.3 219 22.8 291 493 219 20.0 281 4&3 219 W O 841n US 247 67.6 207 43.9 247 49.8 204 379 247 "A 109 329 247 419 198 293 247 39.4 f04 26.3 2A 3&4 193 219 247 38.1 193 18.6 247 38.1 183 1&4 247 3&1 183 m t,1 N 60 In 364 200 4t2 Ire 32.0 200 33A 188 27.4 200 31.8 163 24.0 200 24.8 180 21.3 200 27.1 169 18.2 200 269 ter 18.0 200 26.0 168 3e 631m W 181 36.3 166 27.6 181 30.3 162 23.7 181 28.8 149 20.7 181 249 148 18.4 181 22.8 144 tfl8 IN 213 M ? � 8 681. 238 186 30.8 142 24.0 1605 28.1 138 203 166 231 136 Ito 165 219 134 Zy��[ >Tg Mt. 72.2 139 23.3 120 163 139 199 118 16.9 138 17.6 116 p W 7861 189 126 18.7 108 16.7 128 18.8 107 .## y (1 Z r � 781. 17.8 116 162 104I*H = Q Q TABLE IB ANCHORGAPACITYADJUSIMENTFORMULA: 2 o AMR OborCa a Table be ANCHOR CAP.,,„,,, 8obftrete: 2.7k Ooamate 3.63 Cmto. Hmavcw Fmed Qdu PTwoal mom (OP-)Xt "',•ANCHORCAP.- (n � MULLION 6116'Eft t74.48Eb0 8/1VEW0 174.88 Ebo 010 OW 6128ted Oi28teei x AttdorTypaNNIA o UOmeon I'll", 9/i8'EOo llffieew 174'Efoo UBteoa. C4 AnchorCOpPatteme uftaoott A92raQdm tJHmoat Ag6+46a14r eatew(OryBetew(lc) 8oraw(a6) USE to E4ce mteme Mk2-12• 1• 2.1/0 31/8' r 2-irr 1• 2•i1r r 3103• r o.48• 6.6r 0.320 CAPACITY REQUIRED'CORRESPONDING TO AN V x Q EMOe•2en fa74• taw• 1204• r 1-11V 1-tw• 1.19- MW 1-1w' i-174• r Vale' 1476• rettw ACTUAL PRESSURE REQUIREMENT FOR THE Q .- O O 2Anataw®4.76'Int.O.0.181eMeN or Ol1sd 09P lFm.ik 390 ma 480W Ofts 1 fits 27063 280168 3640A 740@3 374ns 484 Ns 848 as 3410. 44202 6801bs OPENING,WHEN IT I9 LOWER THAN THE MULLION d U1 4 AnWm0IAW Int.O.C.I Stmtdmd(4rC3se0 cap ft 7000ro WA WA WA WA 360lbs WA WA WA ax WA 682@s 8881.88 1120me CAPACITY(FROM THE TABLE)OF THE SELECTED �_ K 4AnChmQ •I9n0.0./(2)20:8AnvIe Wpsr(Fip.3): 18011. 88011. 1880fm IBM ft 640203 r�801m WA 7001103 7481ea 88Mma 1892M 662 t1. 883Pos 1120VA MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Andm®0.46•W&O.C./LtMp.bft.126•Atmt.(Ftg.4t WA WA WA WA WA WA WA WA WA WA WA H7A WA 116.3 CAPACITY WHICH MAY BE USED TO QUALIFYfAvd•r/F4Apft bt 196 Bm 22611. 44611. on 63 136 @8 14ams 177 Bfs 370013 18726 33211. 473 ft 170ns 221 as 2w un ADDITIONAL ANCHOR OPTIONS FROM THE 2ADOM 01.18•Mh QC7 F4 IP(Fig.81: 130 a' WA WA WA WA 190 fm WA WA WA WA WA 341 n3 44211. 680 B, ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLiP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2: TABLE NOTES: PR RVVL%0 • a mttfp$1n0 nilb ttn Ptertda 1)SEE SHEET 1 FOR INSTRUCTIONS ON U8W0 THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. I3a1141geC04f SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 1,000• tmxoNo Q� 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE r D FIGURE 3: I �tie.0 atl4 Pn uc4 Ctmtrol 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMFN810N8,SEE SHEETS 21-23. • HOLEHB 0 IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SF{£ET3 21-23 2.OQ6' 1i 111 I 114177 FIGUj1�3 S �ESi"!!i""�"�'��1iltMME.OK&OCATIONS. 4)JwTRATE9:CONCRQE i Yl 12b' F-0 ANGLE CLIP MUST BE USED Ut PAIRS. 1�0 AG 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED C ONCRE4E BLOOK UJUT(CM1U SHAT. 0 TD ASTM 690.WOOD SHALL BE PRESSURE-TREATED [I- FIGURE ``*?.•'' LICENSE•,F� i 4: FIGURE& FIGURE S' yELLbdy SO PIRIPWITHIAN S001140.•ALUMINUM SHALL BE 8063-75 AND BE A MINIMUM OF.12V No.58705 • THICK.STEEL STUDS TO BEA MiNIMUM GRADE 33 AND.048'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT VX r X.126'MULLION LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.910&912 ANCHORS INTO WOOD MAYBE STEEL,IS-SSS.OR 410 S.S. --0 3 60: Or 00 • •• • • • • • • •• • • • • A rm[LLR P.E. FL PAA 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 2A • � Motion Capally Table Obelft) Opening (farvertloo44panning-A-)or Opening HeIght0bDr to tm om) xa,,,1111^Ed 60In win 701n BOM Ilb in 100 In 1201n 1401n ISO In BJp�j Realaguiar 'fM#T % R alwaWar I Tmpfft W Reaagltlot TM#Tft" Reetelgtda Trepndarg. ROMOPAW TIWTden9. Reotengtdar Ttaldfdag. ReoterBNa TreprfOalg. ftoweLft Tmp mro- ReatengNa Trep7fdang p$ng Ix2x.376 Lo32MP Lowb9 Low" Lowing L6 TgL4a�9 L-ft Lwft Load00 Lodlno LeawitP Lotling L0.4m Loadln9 Lwft Loaft twit Lo"m 6Y Y aMeploo h fill a I h I a 11 11 11 1111 11 11 11 It 11 11 11 11 1111 11 1 1111 11111 1111 1111 11 11 11111 111 11 n 11 1[ 11 42 In 170.0 020 170.0 436 161.3 632 170.0 478 1297 BB2 170.0 60B 113b 882 16&6 618 100.8 682 18819 817 w.B 60 1W O 617 7&7 652 188.9 517 84.9 062 188.8 617 88.7 SM 18&0 617 � W 48 In 121.6 807 13&0 418 161.4 607 71&2 410 8&8 507 708.7 489 76.0 897 1028 3AB BT.B 897 89.8 3B7 me 807 99.0 398 6&7 607 99.0 308 43.4 607 Sao 398 3&0 807 89.0 398 LLLLllllllll 60.60 In IW.7 458 1148 379 894 458 We 371 74.1 468 906 364 64.8 488 848 SW B78 466 81.3 357 61.8 488 610 38B 43.2 466 80.0 359 37.0 4w 80.0 388 324 d88 60.0 358 64 M 8&4 400 89.3 Me 712 400 809 326 61.0 400 727 302 63.4 489 87.3 318 47.8 400 640 316 427 400 623 314 96.8 400 81.8 313 30.8 400 81.8 313 1fl7 400 61.8 313 m (- win 823 324 See 278 $to 324 57.6 270 446 324 51.2 2S4 3" 324 4&0 2w 34.6 324 438 267 31.1 324 420 288 2&0 324 MLS 253 222 324 400 263 188 324 408 289 N W In 538 204 89.4 282 448 284 482 248 384 284 438 241 336 2o4 39.8 237 2&0 2S4 37.1 234 2&8 284 3&2 232 224 204 33.8 230 19.2 2B4 314 230 1&8 294 33A 230 S� � W M 48.8 288 40.6 230 39.0 288 424 228 314 256 37.6 221 29.2 268 34.1 218 2&0 289 MA 218 2&4 M 29.8 212 1&6 289 2&0 210 tfl7 289 27.7 209 148 289 27.7 289 72In 38.0 226 37.9 198 Sao 2% 322 lei 217 2% 28A /W 226 2% 28.8 188 20.0 226 235 182 1&0 228 22.1 180 1&0 225 2043 177 1" 226 186 178 113 me 1B.$ I'M 76 in 30.0 202 32.0 177 2&8 202 27.2 173 21.9 202 219 170 19.2 202 21.6 •167 17.0 202 19.7 185 18.3 202 16.4 iW S2B 202 1&7 180 7D.9 202 1&8 1B8 0.8 202 1&8 189 Z 78In 2&3 182 28.8 789 738 152 2&1 165 202 182 220 132 17.7 132 19.7 168 7&7 882 18.1 767 142 192 1fl8 189 17.8 1B2 1&2 16¢ 10.1 192 14.4 150 &8 182 143 160 BOM 1&8 144 18.0 128 1&4 144 18.1 1% 98M 16.2 127 18.8 113 N t eCa3 O TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA. N m Anahor C as Tante Bre ANCHOR CAP.„,„„ X S2 6t�latwta VIC tbnotale 13mcam Wow CMU Fhed CMU FTvToed NIeW (DP.m)Xt ,=ANCHOR CAP.,,, N N y 8ne'Eao 114.89 Elco W1 r EIN Wig Eko 610 81se1 612 Suet #12 SIM MULLION X Q Anchor Clip Patients AOOW T W WIV Elm Utta4o 114'Ebo UI11a4on KWA o UBMM 114'Ef4o lOneoon uheeoo Agpretleta tli0mon Ati9a0s1a 9aex(OS S'aew(tiG Boro+v(O6) USE THIS FORMULA TO OBTAIN THE' Q .- � O O Edge Distance 6n2 1• 2-W r 2-11r MIT2-Ur r 2.4M r 3•tv r 0.46' &6r &320' CAPACITY REQUIRED'CORRESPONDING TO AN O Embedatad taw' 1.314• taro' taw' r 1.14' I-Im t•tw' 1.1x4• t-114' r lanr law wd" ACTUAL PRESSURE REQUIREMENT FORTHE 2AnCl=@ 433 MM.O.C.1 Sondem a OM COPft It 390M 390 rm 450 Ore e90 Lbs 1644 Wa 2w ms 3548a 740 IDS 324 Me Bts 901 to 941 216s 890 @s OPENING.WHEN RIS LOWER THAN THE MULLION •7 .' 4 Atwhae 0 I.15•MM.O.C.1 SW*fd(oralm!)COP M 2}: 4W On 700 ma WA WA WA380 Bre WA NIA WA WrA WA 662108 865Pos 112DU CAPACITY(FROM THE TABLES OF THE SELECTED 4 Anexm§T KM O.C./p)Wftle tyi7ol(Ftj.3k 789 Me 780 We 680 FA 1589 ma 1898Ibs 567 na WA 7w roe 746188 tae aA 189248 6020• 885ms 1120 me MULLION.IT WILL YIELD A MINIMUM ANCHOR 2AWM 0 0AW MM.O.0.I41 A Me.12S AWm.(Flp.4)• WA WA WA WA WA WA WA NA NA WA WA WA NACAPACffY WHldl MAY BE USED TO QU/WFY /F•giP".6k 189 Ota 1B84s 2284e 445Ins 622 Ma UD In 1774s 370tba no ms 332 ee 473 lbs 170 Its 221 we 280 Ow ADDITIONAL ANCHOR OPTIONS FROM THE 2Aa41ta61 0 .0 1 F4HPfF866Y 240@8 35008 WA WA WA WA Igo we WA NA WA NA WA 34148 44248 Bw� ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP.USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PROT3(iCPREVISED FIGURE 1: FIGURE T. TABLE NOTE& t• �ne "Al Ao Plotld6 1)SEE SHEET 1 FOR INSTRUCTIONS ON DING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. ctrplBnooNO Dole SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --- 1- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE. I di well o poo et•ootrot FIGURE 3: I t 4 I 1 1 r 3)MUL1019 ANe 160LLIPN OLB'S S}W WO{APS NO%Tpp SCALE FOR EXACT DIu)E11SION3,SEE SHEETS 21-23. 2.0= t I • • • • HOL O Bd>E DRILNED1N TME RIEI©FOiLOWING MSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIOUSHOVY§133GE+SYf!b,APPROXtRIATt HGILE LOCATION8. I `� •� •'GENS �c ANGLE CLIP MUST BE USED IN PAIRS. • O •�S 4)SUB6iRATE$ NC� 3 L F�O TO AC1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 6 FIGURE 8 CONCRETE BLOCK UNIT(C U) L N ,A To ASTM 680.WOOD SHALL BE PRESSURE-TREATED � �;' No.58705 � YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE W83-TS AND BE A MINIMUM OF.126' 1'X r X.376'MULLION THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT SCK AN ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND t.t J �'( �S W TYE 6YITEWQL 010 a I C1 j�INTO VP"MRRW STEEL,18-8 S.S.OR 410 3S. O ATE �(/� •• • • • • • • •• • ••• • • • • • A.Lv14N M 'R,P.E. FL P.E.t168706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3A ® Mullion Ca o Table kill Opening Width(fm vel6ratysperWrlg"-)mOpBnhlg Haight @0t mU0on6) I-ei'e 6om so in 701. 601. gam 1 101170 1 I 1401. ISOM I$r5 lx275 x to" 7th Loadn9 Loa•rtg I-," Lao" ILftg e Lee" Laade9 1119111". Lm'o �Im*• I-" Les" I-" ►s9 I"" L-dl gX, .376 Afts ++$$ Tube �' 4f� � � � �" �' �' �• �' a � �' a �' �' Mullion Z ^gym 421. 170.0 920 170.0 435 170.0 744 170.0 478 170.0 898 170.0 NO 170.0 892 170.0 619 170.0 1116 170.0 521 170.0 1210 170.0 621 148.7 1301 170.0 621 127.6 1301 170.0 521 111.6 1301 170.0 621 O 491. 170.0 706 170.0 524 170.0 960 170.0 es4 170.0 992 170.0 630 170.0 1133 170.0 661 16tA 1139 1111.0 en 136.0 1ts9 170.11 sm 1139 1139 1111.0. 680 872 1139 170.0 eeD ee.4 1139 170.0 No 6DM5In 170.0 747 170.0 663 f"A � 170.0 031 167.8 1032 170.0 654 149.8 t0321170.01 723 1303 1032 170.0 747 117.4 1032 170.0 769 97.0 1032 170.0 766 639 1032 1702 768 73.4 1032 170.0 766 IY y O 5470 170.0 797 170.0 812 181.3 907 170.0 691 1382 707 184.7 730 1209 907 IRA 710 107.6 90.7 14LO 114 90.8 W 14t.1 710 803 W INA 709 09.1 907 140.0 709 603 907 140.0 708 m F- 6070 141.1 736 1513 628 117.6 I'M 130.3 811 160A 739 11a0 5" 8&2 736 100.2 890 78.4 736 99.5 563 706 736 00.1 078 60.8 736 01.8 574 90A 736 91.8 674 41.1 736 01.8 674 93 In IVA 666 130.0 610 101.6 668 111.6 667 87.0 890 WO 547 7d2 660 90.1 NO 07.7 ON 03.9 531 602 888 7&6 698 NA ON 762 621 432 ON 75.0 621 38.1 SM 76.0 521 � � 7 9670 108.0 807 112.4 612 8&3 807 9&1 511 70.7 807 0&0 601 682 607 77.1 493 58.8 607 713 49B $10 807 672 481 442 607 63.4 478 379 807 q.42 3.1 807 0.7 474 z tL 721. 81.0 510 65.8 443 88.0 010 73A 431 10 64.3 420 51.0 610. 072 419 46.4 610 63.3 113 48.8 610 WA 408 34.0 610 46.9 402 02 610 .5 610 44.3 999 = •6 W 7870 69.4 468 n.5 409 67.8 4bB 91.7 3CL 482 198 64.1 366 414 468 482 376 98.8 468 442 373 34.7 468 /tA 368 26.9 466 37.7 302 242 469 1.7 4611 56.7 958 7870 942 436 57.0 381 0.1.6 436 68.6 373f17.3 436 492 588 40.1 430 442 NO 36.7 436 402 366 321 436 3&1 351 28.8 436 34.4 344 222 436 0.1 438 322 340 90b 412 327 43.1 200 342 327 3&4 280 327 312 280 20.1 327 28.3 276 23.2 327 25.7 271 702 327 237 268 17.4 327 21.0 232 14.9 327 'Q O 9870 34.4 287 36.4 257 26.7 287 28.9 262 287 292 248 21.5 287 23.1 244 19.1 29 209 240 17.2 2W 19.3 217 14.4 287 16.0 232 N x O O toe m 242 227 24.7 206 20.2 227 20.8 201 227 18.0 1 16.0 19S N _ cli Sol 111 m 223 215 22.7 iB4 16.8 218 19.1 191 216 180 160 r` 120 70 173 184 173 167 x Q 3 ?� TABLE 3B _ ANCHOR CAPACITY ADJUSTMENT FORMULA: a � � O O Anit orCepacbTable s g OobshMta 2.7kConume IBA CON. Hobwcmu FIDfldCLW PT1Nea1 Meb1 ( )XtANCHORCAP.,w,,,,,,)=ANCHOR CAP.® Blir Ebo yr BS Elco Bhr Else V4•S9 Ebo w0.8tee1 H2 stew! 612&eu MUWON CAP.•,,,,,,,/ � � AnchorClpPatta7lls AnohmTypa 31trEIsoWUaoar fw•EboU6tasan Immm 9tirEbeUlbeson 1MElwlifltmon A9ptesetor tMam AWeoetor BMW(GO 8aree(M 84"(05) USE THIS FORMULA TOOBTAIN THE•ANCHOR Edge Mina 0n): r 2-tr• r 2-tr• 3-VW r 2-tv t• 2.1rr r 3-va r OAr O.W 0324 CAPACITY REQUIRED'CORRESPONDING TOAN Embetae9 ft feu• lave 14W taw r 1.114' 1.1w• t-fu• t-tw• 1-IH• 1-ur r tars lays wAa ACTUAL PRESSURE REQUIREMENT FOR THE 2Arodaatlt4.7O'Mho.ar8fnaaOffs•ClPft4 3eome 3911108 4696s Wilts 18"lbs Milos M(bo 354 Ms 7401.s 374 r 860.1011 -71-Ms I ttM 442 roe 9eoma OPENING.WHEN IT IS LOWER THAN THE MUWON 4Anol,•s o 1.19 Mm.0.411 StEdW(OfCmel)09(Fb.n 4WIts mom Wa wA WA WA 3W Ibs WA WA WA WA WA 882 ft 966as 120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED OAnobee rMtn O.C.t(2)216 Arent CUP$I f%.4 7801bs ?_Bobs 980 On 1380lb. t8981b3 640@3 5Mlb3 WA 76000. 7481b3 680 Its 1892 be 682 Me 886Ibs 1120 an MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Anohots Q 0.46•AtN.0.C.I LLg1P,Inb.12r APom.(Fp.4): WA WA WA WA WA WA WA WA WA WA WA WA NM NIA 718 W0. CAPACITY WHICH MAY BE USED TO QUALIFY 1AWMIFCBpft.5k 196110. 195 Its 228•s 448M Bat D• 135 Its 140tbs 17706 370(00 1878• 332 lbs 473tb3 170 me 2211M 280100. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Aaabea 4 M5*Mm.O.C/F-Crf ft Ot 240ms 350•s WA WA WA WA 180lbs WA NA WA WA WA 311 Iba 442911 5001110. ANCHOR CAPACITY TABLE. NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ERVMBD hhthePlo" FIGURE 1: FIGURE 2 TABLE NOTES:• 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING TH£TA(3LE3 AHD SHEET ZS FOR INFORMATION ON LOADING. ad0at Contr� SEE JIVET�1-$FOR GENERAL INSTALLATION METHODS. 1 I I I 1 2)&NEAR INTEJPO;q N jl�fE4 MiL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�t�aNY LYNN A7�?7ii� FIGURE 37. • •• • • • • • 2.750• � � 1}CENSF<<Fp WON ANi Ml4l.LION QLIPCSHZ4:ARE R(iT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. P HCI t5 TO 13L•DRILLao w1 THB1FIEtDFOW 01i1Iy0 DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 211-23- t 1-23 = No.50705 e 1 F FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - _ ANGLE CLIP MUST BE USED N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED FIGURE 4: FIGURE 5 FIGURE E RONCR91®BLOCK"15(CM(&SHALL(�%F JF* O rTM C90.WOOD SHALL BE PRESSURE-TREATED 376' •YLeLLOW50UTHERNPW(EWRWWSGOF_0�i5 ddLLjjIIl�7ffNUMSHALLBE6063-75ANDBEAMINIMUM OF.125' Q S ATE F •jFj�CK.7�$CK?,ND BIPA MINIMUM GS INTO METAL SHA THICK ND18 AT L E)STRUCTURAL S CTURAL S EEL THREADS B BE AT 1•X 27S X.370•MULLION �,�� ............LORiD '•G�`� TMCK��ddD ANAL!ANCHORS 1M0 METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • •df14E MA L.#101;t�2 AfJ R3 IN10 WOOD 1RAY BE STEEL,IM S.S.OR 410 S.S. • • A.LYHNIMOLLE"It,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4A Muillon Colefty Table a81 ^ Op9NnpW(d8lVomr ldcagaparrlUgmdI m)orOp9nln8Halgbt(Gorhofta Ipaperrimmiftm) 50In e01n 7061 so In Ootn Joe In 120M 140 In ISO in o 1712.7871 Reotm7Wim TteyTdal•. R Afflwwm T7all ftq Re4twaft TrWrdm RmuwAw TIBpRdm•. Reot•1g�1tm Tfwnfxlp• Tm77Nan11• Reotmpal• T1ap/Ms1g. TnpfAstg• Reotalgalal liW7Tdaag. p G .880 Alum. Loaft Loaft laadn9 LOOMS Loaft Loaft Loseln9 LaadM9 Leeks LOM71g 1ad179 LOedM9 i.oed7• 7aedn8 Loa ASO Loaft Tube Mullion 111111 11 fill 11 11 111 o 421. 17OA ON 170.01 438 170.0 744 170.01 475 170.01 888 170.0 509 170.0 1 992 170.0 610 170.0 111$1170.0 621 170.0 12M 170.0 521 170.0 1488 170.0 521 168.7 1620 170.0 621 I= 1520 170.0 6.21 48M 170.0 708 170.0 624 170.0 850 170.0 554 TWA 992 170.0 630 170A 1133 170.0 Bet 170.0 1275 170.0 OTT 170.0 1417 170.0 880 111.7 1q7 170.0 580 121.6 1417 IAA 880 1084 1417 170.0 880 N 2 60.8261n 170.01 741 170.0 863 170.0 SO 170.0 01 170.0 1048 170.0 684 170A 1105 170.0 723 1102.8 1288 170.0 747 1468 1758 170.0 758 121.9 1288 /TOA 768 IOU 1288 1 170.01 758 Q1.! 120 170.0 78B p 6461 170.0 7B7 170.0 012 170.0 90 170.0 1191 170,0 1110 170.0 754 150.7 1130 170.0 003133.0 1130 170.0 O37 120A 1130 170.0 888 100.6 1130 170.0M 60.1 1130 170.0 W75.3 1130 170.0 WI m 40 ~ (O J BOM 170.0 085 170.0 701 148.0 816 1823 761 1263 916 14.06 748 109.0 016 1323 735 07.6 915 123.9 726 67.0 016 118.5 720 732 816 11{.{ 716 iffi.8 016 114.0 716 04.9 915 114.0 716 !(�� 03M 161.8 830 181.9 710 1283 830 138.0 804 less NO 1212 581 042 630 1122 670 84.4 830 104.8 W2 76.9 630 99.4 SM 63.3 830 94.6 OW 543 830 94.1 649 47.4 630 94.1 640 (� 66M 1321 767 14OA 890 170.0 757 116.8 835 948 767 tOSA 524 823 767 84.1 814 78.4 767 69.1 809 88.0 767 648 800 58.0 767 79.0 693 473 761 78.2 6111 41.3 767 78.2 681 � N� 72 In 101.7 ON 108.0 562 51.8 838 01.0 640 60.1 530 83.8 838 723 621 583 888 6L5 614 0.0 638 823 508 424 838 573 500 383 838 55.3 407 31.8 B38 553 487 78M 803 571 90.4 498 721 571 78.8 400 67.4 479 84.1 ON 80A 471 46.0 571 553 484 43.2 571 61.5 459 38A 611 47.0 451 30.0 571 44.6 447 27.0 671 44.6 446 Z 78M 80.0 50 W.4 474 56.7 50 70.8 489 57.1 042 021 456 50.0 542 553 40 "A 642 81.0 442 0.0 50 473 437 33.3 60 429 429 2BA 542 40.0 425 25.0 642 W.1 423 I,•' � G 00M 62.1 407 63.7 381 0.4 407 0.4 355 373 407 W.0 349 �.a 407 36.9 343 24.0 407 32.1 We 2A0 407 20.8 334 21.11 407 26.1 327 1eA 407 24.1 372 148 407 23.0 810 98M 129 350. N.1 320 36.8 358 373 314 30.7 388 32! 309 24.8 358 20.3 301 233 356 28.1 300 213 988 24.0 280 17.9 388 21A 280 16.3 368 192 281 U3XLA 108M 30.1 283 3D.8 266 25.1 2B3 25.9 251 21.5 283 226 247 18.8 203 10A 244 14.T 283 1&0 240 14.1 283 183 237 N P r 111 M 2TA 287 28.3 242 23.1 257 218 238 18.9 287 103 275 17.3 287 188 231 1s! 287 78.6 ?28 F, 04 N V.M 220 229 223 208 169 229 163 206 15.7 729 16.2 202 Q x 3 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: ffi p An orComeltvTable be K Samuels 27k C4rolela 9.6aCam HaJhw 1U R1180CMU IK M�1 (ppm)X(ANCHOR CAP •,,,\_ANCHOR CAP.,,, 8118'Ebo t/4'�E!o 5716'l5eo 1!4.89 Elco BIO Bhe1 912810.0.1 i12'm' MULLION CAP.,,,,,,,, AnOhorCBpPatteme Andwrow 311S EleoNheesn tw•EboNtra4on Mew 97iB EboUMwon 174 Ebola6aoofl AgpeGgw I Aq9 393 8wrx(OS Sam(as) Smre(W) USE THIS FORMULA TO013TAINTHE•ANCHOR Ed9a O[w"Mt r 2-W I. 2-IW ave• I. 244 1• 2.1m r 34W r Mr 0.er o.324• CAPACITY REQUIRED'CORRESPONDING TO AN Em6am1en7 13'4• I-w'r law• 1sw• r 1.11r 144 1-fw• 1.174• tow• 14M r 144 1318• .atlas ACTUAL PRESSURE REQUIREMENT FOR THE 2Amtam®d.75•MM.o.0/"tended or08e•g0(FiO.lk 3901S 990 ma 450 ft 890W 1644 roe 2W 170 28063 3548" 7401m 374•s ON on Wo-ft 341100 44F la 580 OPENING.WHEN IT IS LOWER THAN THE MILLION 4Awhm01.VP Min.0.0./Sued(.W.Q COP ft.2t 460 be IN we WA WA WA WA 390Ma WA WA WA WA WA 882 Be 11201 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Anoham03•MmO.0/(2)2a5An9ta CB)e7(Flg.3t Mille 76oms 68000 is801W 1896 Ns 540 PA =ba WA 760 an 70780 No ms 188211" 562Ihs 1f20 mt MULLION.IT WILL YIELD MINIMUM ANCHOR 2kohm00.0•Min.O.C.7U421p.Inb.12SAim..0�.4t WA WA WA WA WA WA WA WA WA WA WA WA WA 715 ms CAPACITY WHICH MAY BE USED TO QUALIFY 1 A.dw/FCSp(F7g.5t 196 Be 185 as 226 roa 40M B22 gA 136®3 10160 177 @e 370168 187@9 332189 473.0 1700" 221 OA 280@0 ADDITIONAL ANCHOR OPTIONS FROM 711E 2Awhas 1.16•MM.O.Ot F-WP(F 4 20ba 00 b3 WA WA WA WA /W IW WA WA WA WA WA 341 bs 412 ros 580TH ANCHOR CAPACITY TABLE. ROIIUCT,Rgy(SBD NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. �CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. �the Fladtl9 NO FIGURE 1: FIGURE 2: TABLE NOTES: �24�L -� 1.000' I+- -- 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. 50 P/otlOcl COmfa1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINE """Y eETW9EN MALLIGAiiiti ANOVOR OPENING WIDTHS IS ALLOWABLE. ``11111 111(/7j7 FIGURE 3: • • • • • • • • `��`�O •• Q( �/i 3)MULLIJIN AND 414LI-1 T(t S NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.76(' • • • HOLES TOOE DRO.YED W TWE FO•�LitL ENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FtGURdSHOW 9UGGESIAID,APi1ROXIWA�yLDCATIONS. No.58705 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED . _ - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 090.WOOD SHALL BE PRESSURE-TREATEDi to FIGURE 4: FIGURE 5'. FIGURE 6: YELIkOW WVWERN P6Nr5 WITH SG OF 06� INUM SHALL BE 8063 TS AND 8£A MINIMUM OF.1?0 Q S ATE O 11/ T111109STESL STUDS TO 86•A WINIWUM GRAITC: E46.7HIC K(18 GAUGE}.STRUCTURAL STEEL TO BE AT R p;• ��' L T.126.4HICK AND M.AIA ANCHORS I O MET SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X 2.76•X.860•MULLION i� SS•......•• `` TTE46 181E&X12ANC NOR�IN-10 WOOD MAY::STEEL, S.S.OR 410 S.S. /7/3 ZONAL AE UUJ��11 *00 • • • • • A.LYNN IGII�.LER•P.E. FL P.E.A 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5A _ MuIlbnCapitally Table aft fill Opening Width(lorvelHoalyspeMrg mlNas)or o ll ht(mrl mfwzmm spw" melons) &q 60m 60m Jain sof Som Loom i2am 14om Isom o Rectengtim TiWTdeng. Rednngda Trep7ft,% Rmten9der Tiep10fem Reomofpiec TM0114n0• Itntowid Ti�fTdalg. ReelelDtar T olliaeg. Redal19dm TmpMag. ReaWOW YmpMtal•. RwIsagiAa TAT)MOng. a 1"x3,126"x Loaft LoaftLowing Loaft Loading 1cad1• Loafing Loaft Loxft Loaft LM*M Loadln9 Loaft Lmdng Loaft Loaft l.oaQlp Loa" 12! i al Tub Alum _ _ _ _ _ _ _ _ _ e MullO 42 In 170.0 6"W 170.0 NAS I70.o 744 170.0 478 170.0 eee 170.0 We 170.0 902 170.0 Big 170.0 1118 170.0 521 170.0 1240 170.0 &m 170.0 1 1460 170.0 621 Imo 1739 170.0 521 154.4 1802 170.0 521 Nein 170.0 Tae 170.0 520. I70.0 6"W 170.0 684 170.0 egz 170.0 690 170.0 1133 110.0 601 170.0 1215 170.0 W7 naoP14- "It BO.W61n IMA 747 176.0 683 +70.0 808 00.0 631 170.0 1018 170.0 684 170.0 1186 170.0 723 170.9 1345 170.0 747 VGA170.0 766 tot.7t495 110.0 756 121.8 1465 170.0 780 /08.3 1495 170.0 760 Lu541n 707 170.0 912 1710 958 170.0 e91 170.0 tt16 t7o.0 764 170.0 1276 17xO 863 166.1 1401 170.0 637 149.8 170.0 ese 124.8 1401 170.0 601 109.0 1401 170.0 861 03.4 1401 170.0 BBIW m 170.0 685 170.0 701 170.0 1088 170.0 7B7 168.6 1168 170.0 879 136.7 1168 187.0 028 129.5 1169 160.0 917 111.0 14917 910 926 1166 144.6 003 78.3 1158 1M.6 em 89.4 1168 144.6 903 03In 170.0 630 170.0 745 180.8 1059 170.0 666 137.0 1040 168.6 690 119.8 1049 141.7 848 106.6 100 I= We 050 Me OM 76.0 1040 tt0.3 020 60A IW9 Me Bt9 691 1049 110.0 B1081. 188.8 OBS 170.0 789 13U 056 151.3 865 lilt B56 in7 786 1052 955 121.4 778 02.8 W IVA 786 834 1064 767 691 OW 991 749 60.8 036 g&7 748 62.1 We 0&7 746 Z •pg 3St 72m /28.11 803 134.0 W t�.11 803 114.9 60 91.8 809 t01.1 870 00.3 am 012 OW n.4 W3 83.9 849 84.2 809 76.8 B42 63.6 803 72.2 832 46A 6Ri 801 828 40.1 B00 M.7 827 0 fn R 76m 1082 721 114.1 an 01.0 721 97.0 We 78.0 721 85.1 605 682 721 78A W 0.7 721 70.1 868 61.8 721 86.4 679 46.8 721 694 we 30.0 MI Bes 684 64.1 721 78 In 101.0 984 105.4 50 84.2 864 69.4 667 122 604 78.4 576 83.1 04 704 BBi 66.1 884 64.4 658 60.8 sea 661 561 42.1 081 64.1 6N W.t se4 61.3 838 SIA 884 80.8 634 a- mm 8&8 614 89.9 450 64.0 814 67.3 4W 47.0 614 600 440 41.1 614 44.6 433 Me 514 40.6 427 328 614 37.5 421 27A 514 33.0 412 2b.8 614 304 468 2" $14 29.0 403 00 to 64.2 451 66.7 404 45.2 452 470 395 38.7 452 40.0 890 33.9 452 384 584 30.7 452 32.0 378 27.1 462 30.5 573 228 462 26A 388 10.4 462 242 389 181 452 228 355 � LA 108 In 3&1 357 381 372 31.1 387 527 317 272 $57 28.4 Sig 23A 357 282 308 21.1 367 12.7 303 10.0 36t 20.6 208 18.8 367 18.0 203 18.0 357 182 287 111 3� 16.0 289 N Y 111 m 36.1 338 35.8 3m 2&2 538 30.1 301 26A 539 20.1 298 21.6 339 23.1 290 tBe 339 201 288 178 338 1&0 284 14A 339 18.6 278 12A 330 t4A 0.73 110 S38 13A 269 F M y in 120 In 27.7 269 262 283 23.1 289 23.7 10.8 289 20A 258 173 289 10.1 262 18.4 288 1&9 249 13.9 289 141 24B 11A 2W 12.6 1A0 a@ 289 114 238 8.7 289 104 232 Q r = O O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: lL G An*horCe el Table a ANCHOR CAP.�,., 9tWa0ate' 27k Oxe Sbkome. throw amu FBiedCA1U FT Woed Mdd (DR)X( _ANCHOR CAP.•m � •7 ane Elco 114.66 Ek envoto 114'88©to #108te5I 9128ud Meted MULLION Atulmcl7pe 9ne Elco u4rsm yr Ef[oU6mton 516"19to+31tam 11r EkoUAmcon AnchorCgp PeHems u6mcon AggreOdor umecon Aggn%i51u sclev(ON ease(05) 6"170.11� USE THIS FORMULA TO OBTAIN THE"ANCHOR FAge 0""On) r 2.1/r t• 2-vr 31A• P 2-vr 1• 2-vz r 3tre• r o.a8• o.w oW CAPACITY REOtARED•CORRESPONDING TO AN Emee•nn9 fair i-T4' 10.14• l wr r 1-114• 1N4' td/4' I-v0.• 1.14• t-v0.• r 139' 10.9' +mem ACTUAL PRESSURE REQUIREMENT FOR THE 2 A1lydom@ 475161m.o.6"./B1ntleV•Oftel Up(7tg.7) 09D us 3W on 450®s No 1 9m 270 m4 2W ms 561 us 74o1m 374 Re 6Bdue wma 341N 442ma 6W OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMfM 211.16•BM O.0 181endW(X WM)C1p(Rg 2) 430 ms 7W me IUA ILA 14A IUA 3mo6 IIA W4 RA ILA IUA 602.9 888 ms ttm m6 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AmMm®3•M1n.0.C.1M2(6AflPC1"1(Rg 3) 7W lm ?sous 6W IN t660ua lawn's 91o1m mm I1A ?soft 740 Its 6W ft 1892 u6" 602us assns lim ms MULLION.IT WILL YIELD A MINIMUM ANCHOR SArcltxs 600.45 fun.o.o./mAmp,mto.rms Alta.(Ftg q UA IUA IIA IUA IUA Rin NA R/A IUA IUA IUA IUA IUA 10A tO7s us CAPACITY WHICH MAY BE USED TO QUALIFY 1AMWIF-W g6) 196 ms trams Mft 446 ma gaff 185®1 tog We In ms 91010.6 187 bs Mile 03M IMIN 221 as 2W ms ADDITIONAL ANCHOR OPTIONS FROM THE 2AMM 1.151 Wt O.C7F 240 ms 3W IDs WA IUA IUA IUA Imus IUA IUA NA IUA WA 341 ms 44208 66009 ANCHOR CAPACITY TABLE. Sp"Vh' SED NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. rap FWds rt.000--+FIGURE 1: FIGURE 2: TABLE NOTES:1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.91 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. dvcl n+rol �� \1111111// 2 LTEAR IN •TER'OLATiON 1164SEN•I 4 L6(Af kS AND/OR OPENING WIDTHS 13 ALLOWABLE. FIGURE 3: ) • •• • • • • • 3.128' ,��`��ON•......,,�1/(��i�i 3)MUL1.PN;: `may 10 CL SHOWR ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 `� A:•' �\GENSF'•. Q . • • + HOI c("�TO B�QtLLED�It[THQ@�D SOL�3WING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23- 0. FIGURES SHOW SUGGE PRO�CUdATE�IQLE LOCATIONS. No.58705 _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CC�NCRE LOCK CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �L �)•, FIGURE 4: FIGURE 6: FIGURE& •YE�C4q TH�W R AN SG OP 0lE.AKIMNUM SHALL BE 8083-TS AND BEA MINIMUM OF.126' ` VTATI, tv •THICK.ST&eL STUDS BE M IMUM G 33 AID.045'THICK 18 GAUfl .STRUCTURAL STEEL TO BEAT 1•X(1-VF •. ( (1•VF MULUON) ��''•. •'�\; LLA6T.10.6'THIIiK AtdD A36. LLt310fj$ O MCIAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND LO.... s •V GMAT .#10!Bid ANCHORS INT(jWQpD MWE STEEL, S.S.OR 410 S.S. ' � ..�C T • • • • k/ LYif Ihtlia i,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE SA MWilon Capitally Table(Owflt) a4 , OpetbngWrdlb(forvazBcapyBpannimmllans)orOpeningHolght(forhwimnte*spardngmu ) vvC111�� 601n In 70 In e0[a to IOD In 725In I401n twin Reoln raff TtaplmenB• Reotet�dar TreNmew ReetmBim M-9111-1c. RmtengWet TWINVang. �npft Tt IMia l ROO War ft fdM Real•tgWar 7itgdTtlat9. Re 18 7mWTM09• R OIm n4Wmtam. y 1 ll41t.128 Loadtt9 LmWttg Loadn9 Loafing L-aft Laming I-M&O losdng Lt3ea?tg Loaft Lowing badn9 Lott r. Lwft Uaft Lwft Loadra �Y Y Alum.Tub 421n I70A 820 170.0 438 170.0 744 170.0 478 17010 888 170.0 608 170.0 892 174. 619 170.0 1118 170.0 521 170.0 1240 170.0 521 17010 1486 170.0 621 146.6 1489 170.0 621 12710 1488 170.0 621 481 170.0 708 170,0 621 17910 660 170.0 684 170.0 992 17010 830 170.0 1139 170.0 681 170.0 1276 170.0 SR INA 1969 170.0 880 130.3 I= 17010 680 111.7 1303 170.0 880 87.7 1303 170.0 680 60.8261 170.0 747 770.0 683 170.0 896 17010 831 17010 1048 17010 884 170.0 1180 17010 723 168.1 1236 170.0 747 140.6 1236 170.0 Me 117.1 1236 170.0 788 100.4 1236 170.0 768 873 1236 170.0 768 641n 170.0 787 170.0 612 170.0 058 170.0 891 170.0 1118 170.0 784 164.4 1158 170.0 803 1372 1168 170.0 937 123.5 1158 170.0 864 1029 1166 170.0 861 682 1158 170.0 861 773 1158 170.0 881 ca O 601n 170.11 BBS 170.0 701 168.7 11112 170.0 W 1429 1042 IOU 892 125.1 1042 146.7 815 1112 1042 1366 801 100.0 1042 1302 781 83.4 1042 1:25.1 762 7110 1042 12LI 782 626 1042 120.1 782 � � 63 In 170.0 830 MD 748 161.2 892 183.8 818 1228 BB2 144A 789 113.4 892 131.0 782 1003 982 121.4 768 90.7 882 114.8 758 766 OB2 100.4 745 84.6 M 106.0 744 56.7 m I= 744 � J 68 In HU 047 170.0 789 1376 817 146.0 788 1161 947 130.3 788 103.4 047 117.7 762 819 947 10&7 739 827 847 102.2 727 8610 947 96.1 713 89.1 847 94.0 711 61.7 847 94.0 711 Z 72N 1369 80 142.7 737 1132 W 121.8 722 9710 649 1066 708 84,11 849 98A 888 763 840 667 868 673 W 627 W6 666 $0 7610 859 4810 00 728 662 426 849 72.4 851 �L IL IL 78 In 1163 762 120.7 604 88.3 782 1026 6W 62.6 782 00.0 840 72.2 782 80.8 825 842 782 742 6.'10 67.8 782 882 819 461 782 62.11 41.3 7Cl 689 697 361 782 88.4 696 Z g7861 108.0 724 111.4 614 8910 724 9108 621 7810 724 92.9 609 868 724 74.4 688 8910 724 88.1 681 63.4 734 83.4 6119 443 724 87.3 873 3B2 724 643 687 38.4 724 63.6 886 00In 696 643 713 403 660 W 60.7 474 467 W 629 488 43.6 643 47.1 466 386 643 42.8 462 34.8 501 39.6 440 2910 1 60 1 34.8 1 430 24.8 60 321 430 21.7 643 30.7 426 1060r 67.9 478 689 427 47.8 478 467 4111 403 478 43.2 412 38.8 478 36.6 409 31.6 476 34.8 400 267 478 320 386 233 478 29.1 366 20.8 478 266 380 173 478 242 376 N N 6 too In 40.3 377 41.1 311 99.6 317 348 338 26.8 371 2510 330 25.2 377 268 22.4 377 2410 321 261 377 220 317 18.8 377 1010 310 14.4 Vi 17.1 304 III In 37.1 357 3748 . 323 30.9 357 31.8 318 286 357 276 313 23.2 357 24A 309 206 367 25.0 305 I68 367 25.1 301 16.4 357 17.4 294 x S2 120 In 29.3 308 78278 24.5 308 2&1 2" 21.0 309 21.7 270 183 308 192 287 183 399 17.5 28'd N Win 1•/.9 212 TABLE BB a Table ANCHOR CAPACITY ADJUSTMENT FORMULA: Ano erCa BOOM 2.74 Connote 36kOom. 1bOwta ajrmM FimdCMU PT Wood mew (Dp,�)X/ANCtIORCAP.m„��gANCHORCAP.,,, 8t18•Ebe WEWO 114*88Eb0 11108tsel MOW Intl MW `MULLIONCAP.,,�, Anchor Clip Paltems Anclar TYpb 3118•Ebo ultra5on 1AP Eton upteam tattmon 3n8'fibo a0mm 171,'FJoO Ultramn flta M AWvlklat bore W)Smw/451 eae9'ta61 USE THIS FORMULA TO OBTAIN THE"ANCHOR E•d9e mw"Ont P 2.1/2' 1. 2-t2' 3.18' P 2-lir T 24W3 W r OAr OA4' 0.32V CAPACITY REQUIRED'.�TO AN Embe&mal ft UW 139' 4314 I.Wr r 1-19' 1.1/4 1-tt4' t-V4' 1-V4 r 1318` 138• lttlba ACTUAL PRESSURE REQUIREMENT FOR THE 210thea®4.75'Mb.O.C.IStwxWer0ftelClip".l8$ 390 Ws slots 4590e BBOte 104413 27913 280te 381018 14013 ms Mr 04113 a tea 66ote OPENING,WHEN IT IS LOWER THAN THE MULLION 4 NOW 4.0225'Mb.O.G/BWMatd(0rOm Q cop ft 4 MUM MOB 590 t3 1410M 952 ms NA 68013 WA 63005Nallows WA 662 ms 9115 06 1129 to CAPACITY(FROM THE TABLE)OF THE SELECTED 6Anaba 0US'MIn.O.O.ISbndatd(w0ften C•lIp(Fla•4k 980 14WRO WA WA WA NA 780 to WA WANA WA 1303 is 1ROt5 22400n MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 AnWM@ 3•N.O.C.I M 2t6At•Is Carps 7(Fl9.6}: 78008 Mtbs Mbs 158018 IMft eats 8801b5 NA Tootslbs 169908 W2Ins 866 t5 �1201,b CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anallm®3'AM O.O.IT4 2a5An&afp I ft.BJ: 1170 R• 1170Wo 1020Ins 2340' 2048a08640Inn WA ItOlbs32D to 283803 1 UR* 1327isADDITIONAL ANCHOR OPTIONS FROM THE 4 Atbhme 4$0.47 Mb.O.O.14COp.Odo.125-Atm9.(ft4 NIA WA WA A WA WA WA WA WAWA WA NA WA ANCHOR CAPACITY TABLE PRODUCT RBVISED 2Amhom a 224•MIn.0.0/F4Mp ft 8T 350 Mn 360 is 28023 704ts 478 t3 NA 28003 WA Mra WA 44011,8 WA 041 to /12lbs4 Amhae IAA Mtn.0,0JF 48009 T008t5 WA WA WA NA 380 to WA WA WA NA WA 882Ore 804Ib3 A9c4p00100 �JiiJ NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000` TABLE NOTES: 410011 a tstCowol ' FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FiGURE 9: 1 FOR STR CTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING.SEE • • • • • • • IF. )8 :2 FS LL/�"METHODS. ,.......,2)LIABARR NIT6RPOIATTpNBy IptE%j4ULL LENGTHS AND/OR OPENING WIDTHS 18 ALLOWABLE. ENF• 3)?IE11ION A;MULLION W"SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23.HOLES 4' = *: No.56705 •• TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW - FIGURE S. FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. • • • • • •41MUSSTRIWN;CONCRETE S"L C:OWF(A#M TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •'• t A2TET ;'•l(/�� • • • • ••• NCRR TE BLOCk@1N8T(CMU)SHKL CONFORM TO ASTM C,90.WOOD SHALL BE PRESSURE-TREATED YELLOW .126• S.,FLORIOP.•C ��.•` E Y41 S .AL SHALL BE 6083-T6 AND TU A MINIMUM OF E AT THICK STEEL Li F ......... • �j(ID TQ•9E M I AND�45'THICK(18I3AUG�.STRUCTtBTAi.3TEELTO BEAT LEAST.I2GTHICK '��NNN ANGLE CLIP(FIGURES 686)MUST BE USED IN PAIRS. ••• •SND 1038 AIJ#12 ANCHORS INTO WOOIN D To MAY E STEE 18.8 S D A 41 9 3 SCREW THREADS BEYOND THE MATERIAL€r10& 1-yMWON A LYNN IUIIL gP,P.E. FL P.E.#58706 ••• • • • • ••• • • • • • • • • • • • • TABLE 7A Mullion Capaeft Table IlbsMis Opentn9Wkith((orvaMeaWspardngmWons)orOpenMOHelght(fmho rWngmull-) 1. BON TOM 80N 80N 1 N 12oN 1WN 1801.60 it 1%4 x.378 RmtevAm Tiwydm•. ReWmgdar TreplTdmO. Rest•ft Trept ll,- ReotengCom Tim a t m m TFBpghm% ReotaWO)er 11101 fu19. Rmlo 1gtt MpRAm9. 8+18 -ft Rtet0t9ulet 7mpl3it19• Raelm9uler nePTdanB• p 4 Alum.Tube Leaft tmtoatltng Loadtn9 lmdng L ft Ift L.0. lead13lg LoaA40 Leadi69 Lamm Leadng t0edf40 laedlag toedNe taad,q b'Y #i Mullion 10 &Ir o (�- 421. 17MO CH 170.0 436 170.0 744 170.0 478 I= 806 170.0 608 170.0 BB2 170.0 519 170.0 ilia 170.0 521 1 170.0 1240 1740 621 170.0 1488 t70.0 621 170.0 !738 170.0 821 170.0 1083 170.0 521 J W 48 In 1740 705 170.0 604 170.0 860 170.0 5% 170.0 882 170.0 630 170.0 1133 170.0 ml 170A Mitt 170.0 877 170.0 1417 170.0 60 Me 1700 170.0 880 170.0 1883 170.0 See 151.8 204 170.0 BBD IWL 50626N 1740 747 170.0 683 170.0 see 170.0 N! 170.0 1018 170.0 084 170.0 1196 170.0 723 170.0 1348 170.0 747 1700 1494 17MMO 768 170.0 1785 ime 758 150.0 1819 1700 758 1348 1818 170.0 768 L in Lij 541. 1740 797 1740 612 170.0 068 170.6 691 170.0 Ili$ 170.0 761 170.0 1275 170.0 803 170.0 1434 170.0 837 170.0 16114 170.0 858 16}1.9 1798 170.0 BBI 137.1 1789 170.0 881 MOA 1'N8 1740 961 Ib O N1. 1740 553 170.0 701 t10.0 1063 170.0 797 170.0 M40 170.0 875 170.0 1417 170.0 944 170.0 1594 IMA ON 166.6 1819 1740 1033 129.8 tate 170.0 1083 111.0 1819 170.8 1063 97.2 1818 170.0 1083 � J 63 In 1740 NO 170.0 748 170.0 1116 170.0 NO 170.0 1302 170.0 8W 170.0 1468 170.0 late 1N.7 1542 170.0 1078 141A 1612 170.0 itM 117.6 1542 1646 Ilse 100.7 1642 IVA 1157 86.1 1542 167.0 1167 60 In 1740 974 170.0 788 170.0 1189 170.0 903 170.0 1364 170.0 1002 160.0 1472 170.0 1088 142.0 7412 188.8 1148 128.0 1472 168.0 1130 101.1 147! 147.0 1108 016 1472 146.0 1701 80.5 1477 148.0 1104 Z 72N 170.0 1083 170.0 878 170.0 1276 170.0 1009 iNA 5920 186.2 1101 1320 1370 149.0 f0ffi 117.3 1920 137.8 1088 105.8 1320 MBA 1049 55A 1320 117.0 1021 76.4 1320 IMA IDIS 98.0 1320 112.0 1012 `2 W To In r.28.4330 2 170.0 937 1WA 1184 168.4 1013 128.2 its4 139.0 884 1123 It" 128.7 978 99.7 1106 i16.3 964 Me 1184 107.5 ON 748 1184 WA 835 84.1 1184 em 027 $&I it84 RL3 9N � N Z 78N .0 170.0 987 138.4 1M4 147.0 986 118.0 1M4 M48 947 1036 1124 116.0 831 82S iMd 103.5 918 83.0 112J 96.5 806 893 1174 59A 890 d93 1126 86.9 861 61A IM4 83.2 878 .- r 90N 111.8 780 90.1 814 81.3 738 773 844 82f 721 97.8 BN 73.3 712 80.1 814 88.8 702 84.0 add 81.4 8113 /8A 8M 842 878 38A 844 60.0 888 35.8 814 47.7 882 g O O 901. 91.5 683 743 7,0 773 852 63.8 442 872 841 68.7 742 69.8 831 40.6 717 64.1 677 44.5 742 449 814 37.1 742 438 800 316 742 346 680 71.8 712 37.5 684 108N WA 630 52.1 NO 63.6 871 44.7 668 486 513 30.t 588 41.4 506 34.5 NO 37.3 493 31.3 688 34.2 492 28.1 Na 2" 481 22.3 6N 28.8 472 19.6 688 21.7 468 N M 111 N8 NA 541 48.0 686 WA 498 41.2 BH8 42.9 487 38.0 666 35.0 480 320 N6 343 473 28.6 31.3 487 24.0 866 27.1 487 '�.5 685 24.5 418 15.0 663 22.4 442 X Y Y 120 in0 48.4 433 39A 476 39.0 428 328 475 337 420 28.5 478 29.6 414 2LS 476 248 409 22.8 4721 24.5 404 19A 478 21.1 395 18.3 478 183 387 14.3 475 172 N1 X Q y 144 In0 26.7 3N 220 330 22.4 301 149 NO 182 287 18.5 330 17.0 289 d x If:,� 0 15 TABLE 78 _ ANCHOR CAPACITY ADJUSTMENT FORMULA: Anaher Ca Capacity Table 5 to 2.7k Comets 3.6k Om. Hamcmu Finadcmu PTWSsd Melel (DP_)X(ANCHORCAP.,e,,--)-ANCHORCAP.- Bn6"Eeo 11.85 FJoe 5116"Eton tWOSEmo 4108tiel #Metes( #128W `MULLION CAP..caw. AnchorCOp Pattems Amlarlype: 3gt6"Eton t5tream f/F Ebo UBreeon mom 3116"Ebowtmoml }/4'101313 Utream A9gmG8W lift m AmeGaW Sam(at BMW(05) 80.91(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge U ums 013 1' 2.1m I. 2-Ur 3418' t• 244 1. 2-tm r 34AP r 0.4V 064• 0.524• CAPACITY REQUIRED'CORRESPONDING TO AN Embmtmg ): fan' 10.14' tan• 141/4' r t-1M 1.19• 1.114• I-im MAI` 1-114' r I4re• 10.18' vellas ACTUAL PRESSURE REQUIREMENT FOR THE 2And-@4.75 Mh O.C.I Stmdd w Offset C31p 58g.182$ 390 tba 390 ms 450 Ws ego bs 1844 917 MU. Me 406 354 ms 7401Le 374 ft 664 Ms OW ft341159 580 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Andw @ 228 590.0.01 Stendmd(a0113e0C6p ft.3)c 7401136 IN Wt s80 me 14101bs 9@ Ibt WA 510 tet WA 630 MS WA BBo ma WA 882 ms an lm 112D rot CAPACITY(FROM THE TABLE)OF THE SELECTED SAW=W 1.15 Mm.0.0.18t.W d(.O1WQCBP ft.41: 960 as 14001S WA WA WA NIA WO Ws WA WA WA WA WA 13331m 1770 tee 2240 mt MULLION.IT WILL YIELD A MINIMUM ANCHOR 4*whom 6 W RD&O.C.1(2)256 Angle C11"I9p. 780 ge 780 roe Mtn INOms te98ms 5Wm6 5601Da WA ?so as 7491136 NO lbs Imam 682 as 885@6 1t20tb CAPACITY WHICH MAY BE USED TO QUALIFY 8Almlmre@ T Mh 0.0.1(2)2c6An*CUM I(Fla.-+51111m Ws fi7OWS T=IM 2340tb6 2844 m6 810 WS GOIbs WA 11401bS 1L2 2* 13200$ 2858406 10228171 1327408 IBRO ms ADDITIONAL ANCHOR OPTIONS FROM THE 4 Atmhaa @ 0.dT Min.QC./U42Ip,1610.126"Atom.lFip.TG WA WA WA WA WA WA WA WA WA WA WA WA WA [V/A 1430 ANCHOR CAPACITY TABLE. RBVRiID 2Amho•@ 2.26•MN.O.CJ FAW(Fig nj =1117 350 ms NO Me 705 M9 4780• WA 280mt WA 31506 WA 401133 WA 1 341 Ws 1 442 WOPerm NOFtm 00ra)11ytt18e1tEfhOFIgh1• 4 AWhm @ 1.15 Mia-F-Cf(Fill.9y 480 ms 1 100 mS WAI WA WA 1 WA 1 380.6I WA WA WA WA WA 1 652 nm 1 8851135No 1120 W0. NOTE-FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. 1.000' ♦-- -0- m TABLE NOTES: 4fam ade Produc4 Control FIGURE 1: FIGURE 2: FIGURE 3' FIGURE 4: FIGURES: FIGURE 9. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 111 I I t t 11 •ON LOAMG*SEf SHEWS 2-JFOV OENJ%AL INSTALLATION METHODS. A4 L •2)LINEAR INTERPOLATION B AMEN 64ULL LENGTHS AND10R OPENING WIDTHS IS ALLOWABLE xl .•.• !! � • • • • • • • • • •�)MI�IN IQJ�b1ULLIQIQCLIPS 3riOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE �:' JGEN$F'•.,c$f, �' SHEETS 21-23TTiibbLES TTOBE bbRIIIEDWTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' 4•CW No.58705 •' SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - FIGURE S: FIGURE 8: FIGURE 7: • W TES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND ��I a-Ot /S �• � • • • • (�(J�-FILLLLIE& N RETE BLOC(HMT(6A"SHALL CONFORM TO ASTM M.WOOD SHALL BE :Q TAT :1V • • • • • • PQESSURE- OW RN MINE WITH AN SG OF 0.85.ALUMINUM SHALL BE '• �: •• SW3-T56NE EAM�1III pF� TEELSTUDS TOBEAMINIMUM GRADE 33AND.045' : �G` •.,CORLOP.•�G\ • • Til .376' .376' • TAIt1f1C(18 O1llC4[),STTRRUC RAI•ST�L T AT LEAST.128'THICKAND A38.ALL ANCHORS 'T ANGLE CLIP(FIGURES 588)MUST BE USED 1N PAIRS. ••• INFO METAL SHALL EX4TEND AT LEgBT 3 S THREADS BEYOND THE MATERIAL.010&d12 I'X C X,3751 P X 4•X.378' A.LYNN MIi11.�R,P.E. ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. '1'-MILLION MULLION FL P.E.#58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A Mui6on Capacity Table OPening Width(for%Vdca ry-spardng moons)orOpening Height(MrPlmt nieg spamdn9 m Upon) 60 fo 801n 701. 30In I00In I ibltfo I 1201n 1401, 160 in 126"x RaotanBuier ltaJ7da,g. ReatmgUet TwpTte,9. RBden9Wer 7tapl0ls,0. ttaprOtang_ iteofm�4m ti'eWntang- t7eatag6m TreN7da11g. sr 4ep77da0a lteetmp�er TrepRdan9. Raota+19a1ar 7raM5ena � q 3.188"It Load ng tearing Lo.d.�$(B toedfn9 loadtp U-60 Loadp9 Lwft Lwft Loadp LoaAg LeaQ1g LoaQng Loedfng Loaa,O Loaft L4aetn9 LeaM9 _at 286".00518 4' Tuba Mull � I II I I1 1 111 � Bim N 42In 170.0 620 170.0 438 1170.0 744 170.0 478 170,0 SO 170.0 506 170.0 992 170.0 818 17&0 1 1118 170.0 521 170,0 t2401 170.0 621 170.0 1488 170.0 621 170.0 1735 170,0 621 151.0 1789 170.0 621 0 W 481, 170.0 708 170.0 624 170El LU .0 860 170.0 684 t70.o M 170.0 WO 170.0 1133 170.0 881 1740 1276 170.0 877 170.0 1417 170.0 860 I64A 0316 17&0 680 132.7 1050 t70.0 so 118.1 1018 170.0 BW WA26In 170.0 747 170.0 669 170.0 880 170.0 931 VIM 100 170.0 054 170.0 ties 170.0 723 170.0 1345 170.0 747 187.0 1468 170.0 758 139.2 1488 170.0 768 118.3 1469 170.0 758 104.0 1168 170.0 768 w2 � N 54 in 170.0 797 170.0 012 170.0 668 170.0 891 1740 tits 170.0 764 170.0 1275 M.0 603 463.1 1978 170.0 637 148.0 1378 1740 868 122.3 1378 170.0 051 195.3 1378 170.0 861 91.7 1378 170.0 581 m 601n 170.01 685 170.0 701 17&0 1063 1740 797 18&9 1168 170.0 873 13&0 1158 787.4 MO 123.0 1168 158.0 918 1112 1168 1840 sit 9L7 1168 144A 805 79.4 1188 144.6 906 8&6 1168 144.6 003 J W J Win 170.0 830 170.0 746 105.1 1051 170.0 BW 137.2 1051 166.9 062 120.1 lost 14LO 848 1063 1051 132.9 637 96.1 1051 126.7 WO 80.1 1051 119.5 372 6" 1051 119.1 821 80.0 1041 118.1 821 � � 68 In 137.1 057 170A 788 139.3 057 151.8 805 1144 944 134.0 780 104.4 057 12t.6 M 929 057 112-8 767 0&0 867 108.6 768 89.11 857 100.0 760 69.7 057 041.0 748 82.2 657 98.9 748 Z 72 in 121L7 004 1352 058 107.3 805 1f62 ON 91.9 ON 101.3 671 80.4 004 91A 680 71.5 604 84.1 860 84.4 004 76.8 649 63A ON 72.3 633 48.0 804 WA 829 40.2 604 69.8 826 ? g 7801 10&4 771 114.4 WOF..3 772 972 NB 78.'1 772 86.3 see 88.4 772 747 605[21L. 8 787 7o3 688 Oct, 772 85A 5w 45A 772 05A 670 391 722 88.7 ass 342 772 682 set � Z $ 7411. 1012 805 105.6 800 Si 8&6 6418 72.3 ON 76.6 On 053 805 70.6 NO2 085 64.6 600 60.11 886 80.1 663 422 866 04.3 643 302 886 61A 697 31.6 WS 847 636 901n 66A 515 05.0 467 615 67.5 448 47.1 616 50.1 44t 412 515 44.7 434A 615 40.8 428 33.0 610 37.4 422 27A 616 33.1 413 23A 515 30.5 407 20.6 515 2&1 444 x 901, 643 453 56A 444 405 47.1 057 38.8 405 41.0 301 33.0 405 36.4 3862 469 39.0 379 272 441 30.4 374 22A 453 28.8 3W 10.4 443 243 360 47.0 453 220 958 10801 38.1 358 39.0 b43 I. 358 328 318 27.2 368 2&4 313 ZA SSB 052 308 388 227 304 1&1 368 20A 300 16.9 358 %0 203 N M 111110 35.1 398 05.8 308 938 341 944 26.1 378 05.1 297 '12.0 338 232 2936 398 249 289 17.8 998 19.1 205 X 10505 27A 280 283 284 280 23,8 280 141.0 leo 26A 268 17.4 280 182 2634 aeo 144 249 U N Q 3 144 in 18.1 201 103 IBS Q a- .5(�r��j TABLE 8B An6horCe Table s ANCHOR CAPACITY ADJUSTMENT FORMULA: S`- IIS[Al Su18trate 2.73 Cae1e19 9orCep HDOON OAU F0edcmu Wood Uetd (ANCHOR CAP. 1 -7 fl16•Elco 0M89EIe BHPFko VY SSEtco 0100.3• ef2ale01 012 SW @P)X(MULLIONCAPANCHQRCAP.,� MCh07C6pPt3t18m3 AKWTIM S•i6'ocoU9nxm V4•BcoUNacm Uft=on 3'16•SlcouOtaon OPEkoU6mcan Agge3ftr UNeem AMMW*r 9tM Kd serer(06) serer(09) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge OlMarce 0ts 1• 2.1 -- --r 2-vr a r 1• 2-ur r aar r af® r 0.46• oda• 0.924' CAPACITY REQUIRED"CORRESPONDING TO AN Emtled�0 taro• f aM' taro ta74• 2• 1-v4• 1.v4• 1.04' 1-vr 1-v4• taAr r tare• tyre• vertex ACTUAL PRESSURE REQUIREMENT FOR THE 2Anc11M04TIr MIT O.C.r WwvM a CaN Cup(Rg t► 010 on S90 ft us 9a eso 9xi ms mbs 218 M5 351 On 740131 4•s �WAIVIA 341 WS 442185 5699s OPENING,WHEN R IS LOWER THAN THE MULLION 4ArK i.W#AinO.C.IB rAffi(or Mat 092)' 430059 700 W5 IIIA WA NM 111A sWM9 WA IMA WA W21bv 885ant12o� CAPACITY(FROMTHETABLE)OFTHESELiCTED ®3'MN.O.C./M 215AMIe I(He4 78D 09 700 Ws 680 Ws 15WWe I SM 618 W3 660 We IW1 760118 74B Ws SIMS 885 Wa 1120053 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMn=@0.4VIAM.O.C./U1MpOdo.126'AWm 4I NZA WA WA WA IVA WA WA NuFAWA HA ISA 1490Wa CAPACITY WHICH MAY BE USED TO QUALIFY 1AMWIF 9 195109 ImMs 225059 44513 622pn 1359, 1409, 1'r7W- 9r0118 I"1" 170.5 221054 205 Ws ADDITIONAL ANCHOR OPTIONS FROM THE 2AMhm 1.16'Wb0.CJF 240118 380058 IIIA WA N!A1 WA 10518 111.0 I IDA IUA I WA I WA 311053 4429, fi80IOs ANCHOR CAPACITY TABLE PRODUCrRBvMBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. suit mM lb Florid, FiGURE 1: FIGURE 2: TABLE NOTES. F-1.280•-'1 Aoo � V,1, • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION 1318 s Ftodact t_mol ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • •• • L84F* I*EfVOIMTISN BETVrENIMULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��v li FIGURE 3: •• ••• • • • • • �QNY LYNN ti17� 7i�� ANGLE 413)MULI=Otd�41.1 M LI,�5 P948FIDVON ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3'1� Pad,; �}CENSF •.�(t`,p�� CLIP MUST •• SH�Sl21-2'yl$3T0 BLEQ �HE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS t, �� SHOWN ON SHEETS 21-23.FiGU E3$ OW SUfl0E3TED,APPROXIMATE HOLE LOCATIONS. 2W No.56705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = • s�UT F6 p�ONC ETE BLOt�YC UNIT CMU)SHALL CONFORM TO ASTM C>�.WOOD 311.02.2. O : FIGURE,k FIGURE& FIGURE 8: • • BE PRESSURE EST YELL SQl1T PINE WITH AN SG OF 0.68.ALUMINUM SHALL BE %gyp • t3@�i-T8 AND BEA h6NIpppjjjUUUM OF.1�+TTHIC$ STEEL STUDS TO BEA MINIMUM GRADE 33 AND % T'•. P ;' �W •• TSL 1.%'X3.1(!8'X.265'MULLION (:s .,(ORIS), +♦ TIRICh�18 OAlBGEJw4TtiUCiURAL S TO BE AT LEAST.126'THICK AND AX ALL 'i ...... LLO S ••• RS EUTOMEiAI'6 f>ICTHID ATi r•43T 3 SCREW THREADS BEYOND THE MATERIAL (1-1M'VF MULLION) �LHHpOR�S 10 8,1112 AN 11070 WOOD MAY SE SSTEEL,1"8.8,OR 410 S.S. A.C FIL P.E.A 58705�.E. • • • • • • • • • • TABLE RA ,�p Mullion CapacityTable 87m Opening Width(torvardea"aMing mtlor•)or Opening H810h1(forhodront8rlapamBg rm111005) m1. m1. TON m1. I m1. I t00ta I 1201. 1 1101. too In 8{ 1.16x626 �Qtan9ular Tm7/TAang. Rmatgutar Tmpr7dmg. laotaneau To147dmg. RNtangMr TMWAIty RamanOaar ftWrdar4 Rat8*110 9• R.a5P4n Tmp?dene. Reoimgu. leepl0W4 Redmod- TOP76sig. C Looft tmdre L0c6a0 1-ft Lesd<n0 W-ft L-d g Inedla0 LmdnO Loadtg Lea0t0 toaft Laedm LoaBn9 Loadtno toet619 Loadn9 Laedn9 �Y X.100 muman a 1, It 11 11 1, fill, a I a 1 11 1 h I h I I h 421. 170.0 620 170.01 498 1700 744 1700 476 170.0 ON 1---s 508 170.0 982 1700 818 170.0 1118 1700 821 183.3 1118 HOA 621 127.7 the Imol 621 708.8 1118 170.0 821 08.6 1119 INA 621 481. 1100 709 1700 524 1700 860 1100 880 107.8 978 630 148.7 878 1700 881 1304 976 170.0 W7 117.3 978 Ime 890 87.6 878 1700 8Bo 63.8 878 TPo.O 860 7M 970 1700 980 a0.828a 170.0 747 1700 563 170.0 888 170.0 631 1501 921 884 131.9 9P 168.6 708 117.2 927 169.1 899 108.6 827 188.3 886 81.8 027 168.3 698 741 827 1609 884 88.9 921 1888 898 84192 170.0 797 170.0 812 154.6 698 170.0 891 1328 869 889 115.8 868 141.8 689 1030 888 134.0 880 917 888 1208 660 77.3 888 1246 682 88.2 888 126.8 6m 87.9 808 120.6 652 ill a 0 m1. 143.2 71. 169.8 834 1181 7/8 1929 820 107.3 749 808 89b 746 107.8 668 78.8 11. 101.0 692 71.8 AW 008 681 6&7 748 998 689 81.2 748 83.3 663 1..8 718 09.3 683 OOp77 831. 123.7 871 192.0 578 MA 617 113.2 60 Sal 871 6S6 71.3 877 81.4 646 88.7 677 862 639 819 817 810 634 81.6 677 77.0 6E1 41R an 747 616 907 877 78.7 620 J QJ 7jP BBN 107.8 617 114.1 630 807 817 97.9 610 711.0 617 609 BL3 817 18.9 500 59.9 817 728 dtt4 63.8 BA 98.7 489 4l8 617 61.4 493 98.4 817 09.7 482 93.8 817 83.7 l82 � d �0 721. 829 618 87.1 NO 801 618 NR 140 692 610 84E 192 BL6 618 68.8 428 46.1 618 64R 418 NA 618 60.7 414 31.6 618 48.8 /OB 199 618 18.0 406 20.9 618 40.0 40S Z Min 709 486 73.7 405 607 465 82.11 398 MI 464 81.9 390 44.1 485 49A 361 392 4m 4a3 378 38R 486 42R 374 214 40 343 387 26.2 486 MS 384 220 4% 382 383 ' LLLLLLIII T8N 862 Nt 68.0 387 618 Nt 61.7 319 446 111 60.6 972 40.8 Nf 1..1 988 96R 1.1 419 380 919 441 367 368 27.4 1.1 31.9 349 23.9 1.1 93.1 818 20.4 Nt 327 346 g Z BON 42.4 392 43.6 285 35.4 312 319 289 30.3 332 323 281 tae 332 28.6 2W 23.0 332 20.1 278 21.2 332 24.1 272 17.7 332 II1R 288 152 332 118 282 13.3 332 167 260 0 �- B8N $6.0 281 36.8 289 261 291 90.3 288 26.0 2Bi 2a4 282 2L8 281 226 218 19.4 281 Y18 241 17.6 291 19.6 241 14.8 291 17.1 238 12.5 281 16.6 232 Z j 1081. 240 230 26.1 208 tab 230 21.1 206 17.6 296 10.3 201 144 M IBR 108 Q� tX{��gML �O 111(m 229 21a 23.1 187 168 218 194 194 142 218 18.8 181 14.1 218 1.9 188 N b) Q � 1201. 179 tel 162 170 14.0 t81 16.2 187 N X N N TABLE 9B0 AnohorCa Table(lila ANCHOR CAPACITY ADJUSTMENT FORMULA: F, Substrate: 21k O3mmta 3.69 Cam. CNu Mod CMU PT Woad Meal (DR-)X/ANCHOR CAP.,„,,,,,,\n ANCHOR CAP.- 0na•EtOo 1W 89Voe 6n6•Eae W886N0 0108tW 012S6t1 a126ted IMULLIONCAP.,,�,,,., Amba Type: 9118•Eao UGeaan U4•Boo LOBmai 3/IB'Etno llaaeorl 174•EaoUftraaan AnohwCllpPetter/re USmdo.1 A001e0ata UAraaan AggreQeM Saree(38)earaw(115) earae(O31 USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge deteme#ft): 1• 2-Ur 1• I 2.112• 3-le 1• 2-lir r 2-Ire r 344 r 0.46• Mw mw CAPACITY REQUIRED•CORRESPONDING TO AN EmbeOmeel Onj I V4• i-Ve 1.974• 13x4• r taw• 1.921• 1474• 144 1-Ile Mw r lure• I-wr ledm ACTUAL PRESSURE REQUIREMENT FOR THE 2Ambas04.1W MN.0,C.18Nmmd a O58e1 CVP(Fig.U 390108 310 VA 4m•s 890 a6 1W4 ao 270ae 280fe 3541. 74011. 374 ae 604 as 9480. 341 as 4421b9 Swu OPENING,WHEN IT I3 LOANER THAN THE MULLION 4 Amiwn 01.IS-Mb.0111 SWAmd(a08ee0 Op(Fle.27 490 m, 7m Me WA WA WA WA 380 ae WA NfA WA WA WA 682 a8 (185 we 1120ae CAPACITY(FROM THE TABLE)OF THE SELECTED 4A0020103.74N.O.C.1(2)296AnPCUP$1(Fl9.4 780 WS 1esm 6w!� 16m1n 16961. 640ae 6mlw WA 766me 748 as 860 as 18926. =lbs Mas 1120 a6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 AWm @O.64•Lin.O.C.IU-MX W0.100•Aa•.(Fla.4rI WA WA WA WA NIA WA WA WA WA WA WA WA WA WA 890 as CAPACITY WHICH MAY BE USED TO QUALIFY I A.h0/F4:OP(Fb.6} 195 Re 105 ae 223 bs 445 ae 8221ta 1366. t40 ae 177 a. 370as 187ae 932 a. 473 as 170 a6 221 a8 �D as ADDITIONAL ANCHOR OPTIONS FROM THE 2Amhom®1.1rLft O.C1F•db(Fq.a7 NO are 3m ae WA WA WA WA IS)am WA WA WA wA WA 341 Ibe 412x6 6m Pox ANCHOR CAPACITY TABLE. ODiTCf'REVISM wmpbltp"a Ills Florida FIGURE 1: FIGURE 2: TABLE NOTES: 1' • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION (aptedud Comml ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 111 11171 FIGURE 3: 1• 2)LINEM IIIR.NP04ATI*N 6Ty&E.A1L LENGTHS Amm OPENING WIDTHS IS ALLOWABLE. `\\�V��y LYNN�•1/��''i�'i ANGLE •0M 9MUlU(!N ORPSISHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3'260• �4C£NSF :�43 217 UST •• 3H� 2POL�4 Tti B B4sfHE FIELD FOLLOWING ON6FNSIONAL RE3TRICTION3 BEIUSMED SHOWN ON 3 ETS 2�-23 SSAOW SUC40ESTED,APPROXIMATE HOLE LOCATIONS. Nu.56%05 W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 6: FIGURE 6: • • UT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CQNWIRM TO ASTM 1-80.WOOD SHALL •1 :Nq • • RE981})(ERFA YELLOPl�tUTMBRY PINE WITH AN SG OF 0.65 ALUMWUM SHALL BE �T 0 S ATE b �; � n0 ILO-10 RHCIiORsWTOMETAL f(TFjIDA T3SCREWTHREAD.4BEYONDTH£MATERIAL. 128 X X.100 '�.,S�oNA� fir•• ' e•• >►10 R 012 ANCHORS IIlTO WOOD�pAY BE Et 18 8 S.S.OR 4t0 S.S. MULLION A.LY(4A)MIICf"�R,P.E. FL P.E.A 68705 • • • • • • 47 e • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 101 Mullan cep.4lty sable uem' .. Opwft VAd81(Torvediceiyspeaft mdlbm)orOpening Height(artmdmiiel"pmMng m1Nom) 4! q! Salo 601. 7 m In 90lo Scala IN In 1401. Stain 1(�d O 128%3.78 Rettayaw T7.yelong. Retwrcpdat Troplfdertg, Reduigder TwpTdcg. Re.tanpOts TropTd.a9 Rec1.n9dar TwpRd.ng Rdetmgofat TropTd.Sa. RectangularTropTdeaV. Ra.ronmd.r TropTdmg. ReU.r®dm TIgV7deag. yg x.974 Lading tadke L.,Fm Loaft la-ft la,diag L..ding Lading Loofm9 wang Lading Leed9g Laeaiag La4'n9 Lawft Laeft Loaft9 teamoil 421. 110.0 670 170.0 436 170.0 744 170.0 478 170.0 808 Rao 508 170.0 992 170.0 610 SIVA 1118 17&0 621 170.8 1240 170.0 611 140.0 14M 170.0 621 770.0 1706 SMO 621 INA 1981 170.0 521 � _ ABlo 170.0 708 170.0 621 110.0 B60 110.0 681 110.0 992 170.0 630 1700 1133 ROA an trot INS 170.0 877 170.0 1417 1TOA 090 170.0 1700 SMO 600 189.7 1918 IMO 608 149.6 1978 170.0 680 60.6701. INA 747 INA 681 IMO 06 110.0 631 IMA IOa IMO 884 170.0 1196 170.0 72J 170.0 IUB 1700 747 170.0 1491 110.0 708 170.9 1783 IMO 168 1626 t817 11&0 166 133.6 1647 170.0 766 r2 6170 170.0 787 170.8 614 170.0 966 170.0 691 1700 1116 170.0 764 170.0 1276 110.0 803 170.0 1434 170.0 831 170.0 t594 IT0.0. 656 166.4 1769 Site 081 131.1 1769 SMA 801 5172 1769 170.0 881 co Bolo 170.0 Bol IWO 701 11&0 1083 170.0 797 IMA 1240 170.0 079 %0 1417 110.0 914 IVA 1611 170.0 908 146.0 1611 "0.0 1033 120.8 1611 1700 1063 103.8 1611 IMO 1083 00.6 1611 170.0 1083 631. IMO 030 170.0 746 11&0 1116 1101 060 170.0 1901 tare 910 1686 13M 110.0 LOIS 1392 IWO 170A We 176.3 1370 194.0 1082 104{ 1310 t5i.9 LOM 89.6 1370 166.3 Son 782 1370 166.3 1010 g 0. 666n 110.0 9T4 STU 769 170.0 Sim INA 903 IN.8 1248 170.0 1002 1362 INS 168.6 1013 121.1 1248 141.1 1090 108.0 1248 139.0 BM 90.6 1249 13&4 879 77.9 INS 1%.O 976 68.1 1248 178A 975 J 771. 181.8 1039 110.0 870 138.9 1D69 tm.2 992 119.0 1619 132.1 076 1016 1619 119.1 Bm 932 1048 109.7 648 03.9 1049 1027 BJ8 69.8 1048 94.3 696 1099 819 820 624 1639 91.1 870 Mia 1627 931 1d9.f 822 1789[114 1289 806 101.8 811 111] 791 89.2 9H 100.0 177 78.3 B31 812 760 71.4 031 86.6 767 69.6 941 71.8 TU 61.0 941 14.0 737 44.8 931 73.3 738 ..�1 Z T9 is 1720 884 1376 703 110.0 7/6.8 707 91.3 691 1024 763 826 863 91.9 740 732 694 81.1 730 66.0 ON 70.3 721 6LO 803 70.7 707 47.1 883 67.0 701 41.3 83S 66.1 Sal 1¢.. a - q 801. 869 B71 81.7 690 71.6 148 b86 81.{ 811 85.3 676 63.7 671 68.2 668 44.7 671 679 668 43.0 671 48.8 651 36.8 071 43.1 639 30.7 871 39.7 691811 In 706 690 726 627 69.0 61.4 518 60.6 690 531 609 41.3 690 47.6 392 600 43A 487 35.4 600 39.6 488 20.6 590 34.7 471 M.J 6110 SLB 489 70.1 no M.8 404 1081. 49.7 488 69.8 d21 d1A 426 411 93.6 !88 97.1 409 31.1 468 .9402 47.8 4B8 M] Sol P4.9 460 47,1 391 20.1 488 706 302 17.8 Ogg 2L2 376 76.6 dSa 79.0 370 !n1111. 46.8 411 d6] 490 38.2 392 J99 3Z.7 b1 9d.1 337 20.8 dlt 30.2 390 261 ddt 279 378 429 447 4d.9' 370 78.1 4d1 21.6 ?63 161 411 183 358 14.3 ddt 17b 357 X tare 38.3In 370 389 311 3&2 31.0 359 P6.9 970 70.8 331 227 370 73.7 370 40.1 370 P72 326 ti.t 77B 19b 321 16.1 379 16.7 574 r 1441. 2110 292 21.2 242 17.6 1 17b 1 239 1 1.01 262 I 16.3 I 236 V Q O�NpO TABLE 10B ITY ADJUSTMENT FORMUA: O°� AnohorCe�elty Table(Ila) ANCHOR CAPACL substaile PAOomrde 9akcat. H0%wCMJ FOMaAu PTWOod man (DP_)X/ANCHORCAP.,,�,,_) ANCHORCAP._ e'ICE140 96.98ar 6/16.600 94'89 elto #t08ted #128tee1 #12 Steil (MULLION CAP.,,e, / AnehorC6PPeNeira An7tdrlype 9116•EfeoU6meon 96•aroUlirocen uew3al 3110Ehotillaom I/maroU%e0an AggsOstor u6w7on AggreOator Betea(C6)9e76w8H9 9ttdv(o5) USE THIS FORMULA TOOBTANTHE ANCHOR gslerxe n) 1• 2-92' 1• 2-ur 34JW 1• 2-IM 1' 2-117 r 31re• r 0.40• a64' 0.924' CAPACITY REQUIRED'CORRESPONDING TOAN Em0Eed6m or4 14L14' talo• I-14• 1-74• r 694• 1.94• 1.94• 1-9a• I-w• 1-im r 148" 1078• rain ACTUAL PRESSURE REQUIREMENT FOR THE 2Awm®448'L98 O.C./slmma Or omd Sap M.17 396.9 316 tm 460019 acems 1844%9 270189 2w me 664 ras 740169 814®9 881 ma was 411%9 4-169 686 as OPENING,WHEN IT IS LOWER THAN THE MULLION 4AntIM®I.W M1.O.o 7stetfrd(Orabet)ap JR9.2r 490 as 700 PA NIA IOA ulA HIA 380%1 111A WA IUA IVA WA 6820n 865019 Ilm gn CAPACITY(FROM THE TABLE)OF THE SELECTED 4AntSIM 0 TMOL O.C.I M 2t6AMIOCOP.1019 aZ 716169 7m as m ris I mme IMM 50Bm gimme NIA V*IbS 74 Pas Om me iMac 664%9 MMS 112DRA MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AR10n®D.6t'Mlo.O.Q 7 V4:pp.n%.'100•Nam.0`1B.Q If^ WA INA WA M NIA IVA WA MA IVA WA IVA INA WA 05o ns CAPACITY WHICH MAY BE USED TO QUALIFY I arclgrl F4COP 0105r INRis f9026 1 225 MS "5 Its Ban MIDs 140 an 171%5 3701Ds SB7 ma 33209 473 Re 770%9 221 Rn 280%9 ADDITIONAL ANCHOR OPTIONS FROM THE DUCT'2 Axlsrs 1.16'MI0 o.C1 F 9.6} 240 We 360 Re 1NA MA SIA HIA 116%9 NIA WA NIA 107 10a WS%a 4-169 580 me ANCHOR CAPACITY TABLE dw�� No O FIGURE 1: FIGURE 2: TABLE NOTES: t125V 'DG1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND MEET 29 FOR INFORMATION lesd�de Pro as Cnmr.ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.•• ••• • • • "'"��2)LINE R2 INl'EWOLIAT1O14 S UMEe•"L LENGTHS ANWR OPENING WIDTHS IS ALLOWABLE.FIGURE 3: • •• • • • • • �� 4`2` .•-ANGLE •T)Ml1tl�ClN Cl? RE BROW E NOT TO SCAlJ3.FOR EXACT DP4ENSIONS.SEE3NSCLIP MUST •• �j.• - L B E IELDFOLLOWING D'MEN31ONAL RESTRICTIONSBEUSEDSHOWN ON SHE S 2-23 3 SUGGESTED,APPROXOMTE HOLE LOCATIONS No.56705IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND 'FIGURE 4: FIGURE 6 FIGURE 8 • • UT-FILLEp E BLOCK 11MT(CMU)SHALL CONFORM TO ASTM C 90.WOOD SHALL4. '•.� j .L�j S: ✓� • • SSE211 REiU•PWE WRH/W SG OF 0.85.ALUMNl1M SHALL BE Q STATE O �(/ i 000 •• �63.T6 AND A I MOF.1 IC STEEL STU03 TO BE A MINIMUM GRADE 33.0100 %��••'•ACORIDP•.•'•G,\�� R45'TINCIA(18 OAlIBE)♦ST 3T LTO BE AT LEAST.120'THICK AND 138.ALL 'i S • LL-1 • RSSJTOMt7AL�HALLE�'fFj10AT 38CRE'WTHREADSBEYONDTHEMA7E21AL. 1.25`X325•X.524• S�Oj�j��,��`� • ••• R10&#12 ANQiOR3 IiTO WOOD NtlLY BE�TEEL,18•B S.3.OR 410 S.S. MULLION A,LY�Wlkll@t�1R,P.E. fllFL P.E.#58705 • • • • • • • • • • • •• •• ••• ••• ••• •• ••• • • • • TABLE 11Apg + Mullion Capadty Teale 01:80 Operdn0Wdth(brvedh•9yVamNOmtRon9)or0peldllpHeight(brhodzanafyspEldngm Dna) e 110E 60 In Tab BOM 55I, Iloom 120 in 140E t801n p 128 X 990 Rectwa dm Tmp'M9ng. RKUWAer T-plydona Reebngoi9r Tnp/rdug. Ronaegdm TropRde�. RecMn9ubr TroPRdan0 Retlengalm Twpl7d9,g. ReMapller Tropl7d m Radaviloc TtWtdone• 1 1018u1w TropTd�g. p X.828 L-ses Ludhg L.&4 L." L-0-4 L-ft L-ft LoaA'm2 Lmdn2 In" Leedmo tolft Lo-ft10660 Leading tweall Loode2 L-ft _y 1711 V U U V V U V V V V V V V V V V 1 . 11 11 1 muman 1 a Nil r 4210 170.0 IN 170.0 435 170.0 744 17.00 418 170.0 NO 170.0 606 IMA 992 170.0 619 110.0 Me 170.0 621 170.0 1210 170.0 621 170.0 /470 170.0 621 170.0 1736 170.0 62t 170.0 1903 INA 621 J 481, 170.0 706 2.8 624 170.0 060 110.0 681 INA 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 877 110.0 1417 W0.0 886 1170.0 1700 170.0 680 170.0 1083 170.0 880 IMA 2287 170.0 860 60.6%70 770.0 74T t70A 663 170.0 898 170.0 631 170.0 1US 170.0 655 170.0 1169 170.0 723 170.0 1348 170.0 747 170.0 1490 170.0 768 117&0 1793 170.0 768 110.01 2092 170.0 766 1170.0 2391 170.0 768 W 0 6470 170.0 T8T 170.0 812 170.0 956 170.0 891 170.0 1116 170.0 764 170.0 1276 110.0 803 170.0 UN 170.0 837 170A ISM 170.0 658 170.0 IOU IRA 861 170.0 2231 Me est 1602 240 170.0 881 H Nie 170.0 555 170-0 Tal 170.0 MOM 110.0 797 170.0 U40 170.0 678 170.0 1417 170.0 914 1T" 1694 170.0 898 170.0 1771 170.0. 1033 170.0 2125 170.0 1083 148.3 2153 170.0 t063 129.8 2163 170.0 1063 t0 J I. . 6310 VLd 930 110.0 746 770.0 1116 110A 669 170.0 1302 170.0 900 170.0 1486 170.0 1016 170.0 1873 170.0 INS 170.0 1869 170.0 IW 166.9 2080 110.0 1169 134.5 2060 170.0 1171 117.7 2080 170.0 1171 A 974 170.0 789 170.0 1169 170.0 803 170.0 1361 170.0 1002 170.0 1686 170.0 toss 170.0 1763 170.0 1166 110.0 1846 170.0 1210 143.0 1960 170.0 1276 122.8 1988 170-0 1298 107.2 1908 170.0 1286 .0 1083 110.0 OTB 170.0 1276 110.0 1009 IWO 1488 V0.0 tt28 1100 1755 170.0 1226 04.1 1734 170.0 1315 138.7 1730 169.6 1396 116.0 1731 166.9 73N 99.1 1734 160A 1362 86.7 1134 1602 1352 .0 1122 IWO 937 170.0 1318 170.0 1080 168.6 1668 170.0 1209 WA 1568 155.2 1255 131.1 1656 161.8 1266 1179 1688 141.3 1261 983 1668 128.3 1239 55.2 1638 172.3 1210 73.7 1558 121.2 1216 .>.I > Z 0.0 1141 170.0 987 170.0 t38t Me i11S INA 1477 169.3 1246 138A 1477 162.0 1224 1212 1477 199.1 1206 109.1 tW tM 1191 90.9 1477 118.0 1769 77.8 7071 110.6 1155 882 1171 1693 1155 Q C4 � d' 2.0 MO 146.6 986 IMA 1110 123.9 988 101.6 1110 IOTA 551 NA 1110 06.3 936 78.9 1110 87.6 922 T1.0 1110 80.7 910 69.2 the JU 891 60.7 1110 66.6 670 70.4 1110 623 670 ~ m � e- 7p 7.0 976 1203 en 97.6 976 101.6 666 63.8 976 883 552 132 976 706 ON 66.0 976 71.2 817 69.6 976 663 807 49.6 916 67A 755 41.8 976 623 InS363 976 493 767 � � 2171 NA 696 611.6 "1 701 886 U.7 711 613 614 61.4 7T1 55.3 W 407 771 19.0 665 41.1 771 84.9. W 31.3 771 99.9 *2.1 36.0 26.7 111 32.4 612 TR O 130 773 Nt 63.1 730 BSA 650 66.1 730 683 NO 473 730 49.9 631 42.1 730 48.0 822 37.9 130 41.11 814 31.6 730 36.6 31.0 231 730 70.6 681.9 02A 613 50 49.9 624 612 560 42A 624 443 552 37.6 621 39.2 644 33.3 624 30 637 300 624 32.2 631 25.0 824 21.7 243 183 624 22.6601 X 144InSL7 133 55.1 400 283 433 793 355 289 433 26.8 390 21.7 433 22.8 355 183 893 20.0 355 11.3 433 182 376 Q ? $ O TABLE116 - AlrohorCapadty R1ble pb6) ANCHOR CAPACITY ADJUSTMENT FORMULA: .� ANCHOR CAP.,,o„ BUD9 2.7ktb¢1e1B 9AMCam. H (IdU FOfadC61U PTWOm IA98I (D1,w)Xt )=ANCHOR CAP.,,, IW9•Elto 114.88 Ek0 616'Eco Ur 8S Elco 010 bled 0f281ed 012 Sal VAN CAP.,,•,7 An6horCllpPatbme AnclaW 3.16.4colmrocnn urEtroueeecon umman 3016'Me V4-Ek A99�6 UNeeon AggmWw 9erm(Goltcm#(GM 8c1erp46) USE THIS FORMULA TOOBTAIN THE'ANCHOR Forge o19MU M) 1• 2-Ur 1' 2.112• ave' r 2.117 1. 2-VT r 34M r 0.48• o.6r 0.924• CAPACITY REQUIRED'CORRESPONDING TO AN Tnabea11e1t tsrr tar 1314• 13+0• r 1-ur 1-114• We 1-ur 1-114' 1077 2 lure• 1.556' wMs ACTUAL PRESSURE REQUIREMENT FOR THE 2 wAms®4.75,Lon O.C./Stamen eiOful�(77g.1 Walla 89006 550 m9 W00e i WS 270MO 280 We 3Nm9 740Re $74919 655 We 916106 941 Its 442 Me RS OPENING,WHEN R IS LOWER THAN THE MULLION 4AWW9Q1.Ir L1h Or 191a1aaN(arOMBRCIPM 2) 46009 100.0 ILIA IRA NIA NIA 3110m9 ILIA WA IIIA ILIA IRA 1521 seems 1726 me CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMh=@VM[n.O.C.1(2)2t8Afa%Cpn/(Fl987 78009 78003 600 MS 7800 m3 1898 Bm 840M 550 m6 ILIA 780109 146IN o80 m9 1892 b9 69209 Mto 1120031 MULLION.R WILL YIELD A MINIMUM ANCHOR 4.0707000.�0.5V Mtn.O.C.MCIp.M1o.107A9mL 0Tg 4) IUA ILIA NOL ILIA NIA WA IMA IIIA IUA RIA ILIA ILIA NIA IUA 1287 08 CAPACITY WHICH MAY BE USED TO QUALIFY IAM-1FCip(Fip 6) t96� i960e 22809 445 me 111* 19am9 tdD Oa 1710s 3/0108 78702 99203 073 mn 170®9 22108 2m tn1 ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRBYISBb 2A0cMn 1.1669M1 O.CIF (R 24009 36006 NTA 'A NIA 5501 190b IUA NTA tUA IUA IRA 311 m9 442 rA 5mme ANCHOR CAPACITY TABLE � 13'081911h�Plotida t217 AaacplexveNo - rJ.d FIGURE 1: FIGURE 2 TABLE NOTES: tl11to �� '[ • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iami ads v trot ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. `717171 I I I 1717/I •• ••• • • • :)LINEAR n ftERlOLMION WVV;EN1•NILPd t&GTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��,2,0 ........... FIGURE 3: • • •• • • • • • �,�'�.,•''7,7GENSF'•.,rY ANGLE 3)MyLLIOA aND O,y•� aHbNN ARE NOT TO SCALE FOR EXACT DIMENSIONS SEE CLIP MUST eI8EET34Q&a H�TU 'DPJy•�EQIN'jHE(<IELD FOLLOWING DIMENSIONAL RESTRICTIONS 3i;• No.88705 BE USED SHOWN ON SHEETS 21-23�IGUf&:SHOOVSUGGESTED.APPROXIMATE HOLE LOCATIONS. 8J PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5: FIGURE 6: • GRgtjI�ILLED FF BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.130.WOOD SHALL :��'. S ATE O �l • BBEPF►ESSURE-� ELL OWSWTH£RH97iNEWRHANSGOF0X6.ALUMINUM SHALL BE4• '� ' F �` 'AND BEAA4 IA([IMF.100'TILd(.STEEL STl1D3 TO BE A MINIMUM GRADE 33 ANO �s'/••.... ��: o . •4045'VMCKgIB6AUGE)AM)GVR4L TEEL BE AT LEAST.126'THICK AND A38.ALL N��G ••�ANth�RS INT0IMEML•RAYL EXTFyD P6T T.7 SCREW THREADS BEYOND THE MATERIAL. 7/I+1 111 i t 1171` . #10&812 ANCHORS O4TO�VOOD MAY I6E STE i&S S.S.OR 470 S S. 1.2s MULLION SW .52a A.LYNN MILLER.P.E. FL P.E.#58705 ••• • • • • ••• • • ••• • • • ••• • • TABLE12A - -- mumon Cupacny Table s Opening WfOIb aOr sr6oa9y Bpemblg 179 010126)orOpening Ne1gM(for FnAmnfeBy apmining mlllons) Win BO In loin BON 9010 1000 120tH 14091 1401n , Rsatm*0.r ToWRI 179• RO*tN wer I Ttoomtena. I7eamltgwal 'BepRosoa naplAm R r 111,807400- ttede40ttim Lep Ib•1g. tmaetrgwer TmNr6ett0• aeotmg6er tley/Nma 2 x 4 x 28 Lea" Loaft Ladn9 1.9aft L-d" Ladva Ladttg LaJtre L44d49 Loa" Laat'1B Leeft Loading L48d"ll Laft Laft Lottdo0 laadtt0 G Alum,Tube tlhtllon � � -Y hu z °gym 421a 170.0 810 170.0 435 170.0 7M IMO 478 170.0 869 170.0 5011 170.0 892 1740 are 170A tire 17MO 521 170A 1240 11ra0 621 1ra0 1468 170.0 1736 170.0 621 170.0 1989 170.0 521 O F 48117 1ra0 708 170.0 524 170.0 B50 170.0 584 170.0 891 170.0 830 170.0 It33 ira0 691 170A 1275 170.0 877 170.0 1417 170.0 880 170.0 1705' 170.0 859 1ra0 1883 170.0 ON 170.0 2257 170.0 1180 J IWL 50MBin 170.0 747 Me 683 170.0 06 170.0 831 110.0 10411 170.0 684 170.0 1195 170.0 723 170A 1346 170.0 747 110.0 1494 x740 759 170.0 1793 170.0 769 170.0 2082 170.0 7W 170A 2381 170.0 768 a. 64 In 170.0 7117 170.0 612 170.0 858 170.0 891 170.0 1110 1740 764 170A 1276 170.0 807 170.0 1434 170.0 837 170.0 1694 170A 859 170.0 1913 170.0 881 1740 2231 1740 661 170.0 2560 170.6 861 W p 0 00 m 1740 885 170A 701 170.0 1063 170.0 707 1ra0 1240 170.0 878 170.0 1417 1740 959 170.0 1594 170.0 599 170.0 1771 ,17&0 1033 1740 2125 170.0 1063 170.0 2478 170.0 1003 180.8 28M 170.0 1095 630 170.0 930 170.0 746 17&0 1118 170.0 850 17x0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1873 170.0 1078 170.0 1859 *tra0 1122 170.0 2231 170.0 1169 1647 2653 17&0 1171 145.0 2693 1740 1171 J 68 in 1740 974 170.0 789 170.0 1188 170.0 903 170.0 1364 170.0 1002 1740 15M 170.0 1016 170.0 1763 1702 1165 170.0 1946 170.0 1210 170.0 2336 1740 1275 151.9 207 170.0 1240 132.0 2437 170.0 1286 721n 170.0 1063 170A 878 170.0 1276 00.6 IWO 110.0 1488 170.0 1128 170.0 1700 110.0 1228 17.0 1913 170.0 1316 170.0 2126 17&0 13W 146.8 2164 17&0 1468 121.{1 2184 170.0 1628 1082 2184 17&0 1630 .gp 18117 170.0 1M2 170.0 937 1-0 1318 1ra0 1040 1ra0 1670. 170.0 1209 170.0 1784 170.0 1�2 /85.1 1959 170.0 1421 'H8.8 1980 170.0 1606 1232 1860 1814 1648 1041 1980 104.0 1656 922 1960P.4 1631 a F Z ?a In 1740 1151 170.0 9117 1 1 170.0 1116 1ra0 1811 170.0 1250 170.0 1642 170.0 1368 182.7 1661 1740 1474 137.4 1881 193.1 1500 114A 180 147.3 1473 98.2 ION 139.8 1459 KA 1881 1484 90117 170.0 1318 170.0 11 149.1 1596 168.0 1218 127.0 1359 136.0 1198 111.8 1388 121.3 1178 944 098 1102 1182 846 1359 1m.e 1147 742 1399 88.8 1172 838 161111 94.7 11� 562 1388147.4 1229 161.5 1088 121.8 1079 10&3 1279 1112 LOBI 01. 1259 We 1044 m.9 1129 me 1028 7&7 1228 92.4 1016 61.4 1278 722 9113 62.7 1729 06.9 972 441 172010659 103,5 971 105.8 677 843 071 840 882 742 871 T/2 649 1 59.4 837 67.5 971 81.9 825 51.6 971 50A 816 43.1 871 49.0 788 59.0 071 NA M 324 971 771 _ NIll In 05.4 919 97.3 959 79.5 me 91.9 819 88.1 its TOA am9 82.9 794 6&0 919 W.7 784 47.7 959 M.8 774 39.7 018 444 768 84.t BIB 40.2 742 292 919 732 Nx 120 dt T6,5 788 746 716 62.8 788 84.6 703 632 780. 654 896 47.2 789 49.4 888 414 789 "A 877 37.7 786 448 1188 31.5 788 34A 853 27.0 786 31.0 641 2&8 788 831 t a' yj y 144117 43.7 688 442 504 39.4 618 37.0 498 $12 618 312 4m 27.3 618 282 489 244 648 264 4711 21.9 0.40 122 474 18.2 618 IBA 464 162 618 172 459 19.7 640 146 440 V N Q O O CL Z .417 rn TABLE 126 ANCHOR CAPACITY ADJUSTMENT FORMULA' ' AnohorCepadly Table fba 278 Oacfee 9A2cam. HoBov Chiu rmacmu PTWooe meld (pP-)XlANCHOR CAP.,Q,,,,,,�n ANCHOR CAP.,,, iY (L' 6ne Deo w•80 Elea&IV Eko w'SS Elto 610 9ted 61291801 OM S1ee1 l MULLION AnehorClPPattem• Nx0or7)p8 S•16•EkoUOtacm v4.19eoumazm umaem ffiiCElrolmtam v4•EkoUamtm Atlgreoetor UMM AtirMalor SCMN(G5)Sttm085) Sere9(n6) USE THIS FORMULA TO OBTAIN THE•ANCHOR E496 aMerce 010P41 2-1rr 1• 2-1rr 3. v 2vr r 2.1rr r 3.1111• r 0.48• 46r 1474• CAPACITY REQUIRED'CORRESPONDING TO AN Emba•turl e) 134• 19x4• 134• r 1-w• 1-w• 1-U4' 1-vr 1414• 1-14• r 4318• 138• vefea ACTUAL PRESSURE REQUIREMENT FOR THE 2Mttas®176 rain oc./matbaO orOm81 Cop tFig.182741001 1814 ms 'lobs 240[e 36106 Webs 3409 661 Name 34 me 442m1 659ID8 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Arch=02.69.1amo.cl9lmmm(aaoe9C�LFle3) rwm9 69056 599509 14MFm IUA amus ruA 09601 Nu eeom9 11A 98206 B95m9 112109 CAPACITY(FROM 71-ETABLE)OFTHE SELECTED 6AfaM01.71•Uhl 0.411 Slmdard(of Cft CBP(FI9,Q 769117 ruA NLA 70600 NLA 79B1b3 NIA WA IUA t0221bs 132709 1680 fm MULLION.IT WILL YIELD A MINI MUM ANCHOR 4Anehas®3•Mm.o.c./(rj2t6Atgleceps/ ge) 680 E3 15®09 ie96ms 56006 WA 780119 748 m3 660186 169x09 682119 Met 1112140 CAPACITI'WHIgiMAYBEl1SEDTOQUAUFY 6AM?W03•MEL O.C.I(2)2t6Angm Ct89/(FIR.4 117005 1020ms 23wma 2814 ms mms NA 1140 its 112226 ' 1320 me 2898 me 1@2100. tubs 111110 me ADDITIONAL ANCHOR OPTIONS FROM THE 3AMfM@ 1.94'Mm.0.0.l 11COP.Wo.12V Alan 044 WA WA IUA IIIA RIA IIA WA WA N/A IUA IA NA ILIA ANCHOR CAPACITY TABLE6AMhn@044•Mtn.O.C.I IIC9y,Ittlo.IW AWnt(RB 6) IUA NIA IW WA WA WA NIA WA INA IBA IEA NIA tuA ma P0-0wpb/'ItWM lba2Arkt• @?.68•MinO.CJFCBP(R99J 370108 McItm 743 ma 7M ms IUA 28099 NA 318106 WA 440 me tUA 941 m3 4C2m3 660110. as code 68F1011ds. 9Amt m01.71•WAO.CJF421p .40) 443 ms 62506 9788tH 073me 11A ILA 359.8 11A 38Bme NA IUA ILIA 611r" W42S MRS �.-Cn` NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ��CIRCLED VALUES ARE USED I4 THE EXAMPLE ON SHEET 24.FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000• arm 6♦ ♦ • • • • TABLE NOTES: `1111 I I I Ill, / • • 1)SEE SHEET 1 FOR 110STRUCTN)MS 0►1 U>iIN(iTHfjTA�1.E�AN� F ET 28 FOR INFORMATION ON LOA�NO.SEE SHEETS 2-4 FOR `I do GENERAL IN3TALLATI�IMETHOD". •• • • • • • a•��',••'VkGENSF'•.F�P FIGURE& FIGURE 6: 2)LINEAR INTER�L4T(QAi BV&N TAU LdV"ANDIOR OPENIN01MDTHS IS ALLOWABLE. �,�:' � • I- 0 e sets 4.000' - No.558705 .. ARE NOT TO SCALE.FOR D IN • • • • • ♦ • • • • L E FIELD LOWING DIMENSIONALION tPS SHOWN ESTRICTIONS SHOWN ON SHEETS DIMENSIONS,CT 1-23.FIGURES SHOW SUGGESTED,APPROXNMTEE HOLE 260' ��t • 900 ••• • :��••. S ATL O FIGURE 7: FIGURE B: FIGURES: FIGURE 10: ••• ••• AN 0.� 4)SUBSTRATE3tLCONCRET SHALL CCOO11�� TC►ACI 301 SPBCIFIClTIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNR ' '� FCORtOP.•'c • •• • • (FIGURES 5&6) (CMU)SHALL CONPON TOAST16 -gp.'WOO St�LLFE PRESSUREe(REATD YELLOW SOUTHERN PINE WITH AN SG OF 0.65. %�ss' ••• F.�•�� •• MUST BE USED At UMINUM SHALL BL•6063•fsANO 882 L YN Mt .125'TH�K.S?•E L STUDS 70 BE A MMIMUM GRADE 33 AND.048'THi(2C 18 r X a•X.26'MULLION IO�Jj�L 11 IN PAIRS, GAUGE).STRUG1TTfdlL STO TO A 41ST 428'THICi�/�N8296 ANCHORS gNTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LY(d(J'W[ER P.E. • •• ♦ • THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD Y BE STEEL,18-8 B.S.OR 410 S.S. FL P.E.#58705 eee • • • • •ee • ♦ • e • •ee • e TABLE 13A x Mulflon Capaeft TableObsM b1 Opening W14th(for wtoettspartirgm121ais)orOpertingHatght(for hot yspmdrgmutons) 4S 5061 8010 "in soIn 0010 t001n I In 140 in 18010 Resis.90w Tr OTft O• Reetevgr38r TrWNWg. Rechapin TMPMMtq• ReelsnBitsr LnPl7denA RBolmrpdm 1YeOVA19. Re¢lettglia wdang, RmlarBaia RWRIen0. Rnateng•ar Tref Tft%. Paetnnpdnr TrapRdmrg. 2x8`.26 Lwft Loaft Luaft Loaft Loaft L0aft Leaft LoadRa Laeft Laeft Lmft L05o1ne Lome loedrs Ladtlg Leadho Load" Lovang Alum'Tube fi! 42tn INA 820 170.0 439 INA 744 INA 476 INA 868 INA 508 INA 982 INA 010 110.0 lite 170.0 621 17x0 1240 170.0 621 170.0 1 1468 170.0 521 INA 1736 INA 621 INA 19a3 170.0 821 � 40N 170.0 708 170.0 624 INA 560 170.0 681 170.0 OR 170.0 630 INA 1133 INA 601 170.0 1276 170.0 On 170.0 1417 INA 800 INA 1700 INA 880 INA 1889 170.0 880 170.0 22117 17.9 880 = _ 6092561 17.0 747 INA 683 17.0 696 170.0 631 INA 1048 170.0 684 170.0 1199 17x0 723 f70.0 1316 170.0 747 170.0 1494 INA 768 176.0 1703 170.0 758 170.0 2092 170.0 768 170.0 2381 170.0 768 N 842 INA 797 170.0 812 iii 098 170.0 69f 17.0 1118 170.0 754 INA 1275 170.6 603 17.0 1431 170.0 637 INA 1%4 '170.0 669 170.0 1613 170.0 881 INA 2231 INA 661 INA 2830 INA 681 Wm O 60 In INA 669 170.0 701 INA 1063 170.0 707 17.0 1240 INA 1178 170.0 /417 170.0 044 17.0 1694 INA 2e 170.0 m1 AMA 1033 170.0 2125 170.0 102 INA 9479 INA 1083 170.0 2633 INA 1063 032 INA 039 170.0 749 17.0 1118 INA 860 17.0 1302 170.0 8411 170.0 1466 170.0 1015 170.0 1873 INA IWO INA 1669 INA 1122 170A 2231 INA 11N 17.0 2803 INA lin 170.0 226 17.0 1171 � 681n 17.0 974 170.0 760 I.0 1189 170.0 900 INA 1391 170.0 1002 170.0 15M 17.0 tow 170.0 1763 INA 1183 170.0 1016 INA 1210 17.0 7438 INA 1276 INA 2727 INA 1288 INA 3117 170.0 1288 Z �� • L 72 t0 INA 1083 17.0 878 170.0 1276 170.0 1000 INA 1488 INA 1126 INA 1700 INA 1228 INA 1013 Mo ta15 INA 2126 INA 1387 INA 2550 170.0 1468 170.0 2078 170.0 1628 170.0 3400 170.0 1010 � .a 7010 170.0 1192 170.0 037 17.0 1348 170.0 1080 17.0 1970 170.0 122 170.0 1704 170.0 1372 17.0 2018 170.0 1421 170.0 2249 17.0 1609 17.0 2892 170.0 128 170.0 3140 17.0 1994 170.0 9689 17.0 1703 N Z a 78 in 170.0 1161 170.0 067 170.0 1391 INA 1118 INA 1811 170.0 1260 INA I= 170.0 1368 INA 2'072 170.0 1174 170.0 2302 17.0 1684 170.0 2763 170.0 1700 170.0 3223 170.0 170 170.0 3883 170.0 1708 •Q.[ � `- d' 00 In 170.0 1328 170.0 1144 170.0 1684 170.0 1326 INA I= 170.0 1498 170.0 2125 INA t1R3 170.0 7.181 170.0 t793 INA 2898 170.0 1918 170.0 3166 170.0 2126 158.0 3413 INA 2273 198.8 343 170.0 2381 � _ ,^�i o Mb INA 107 INA 1232 INA 1700 INA 1431 INA 1983 170.0 122 INA 2967 170.0 iM 170.0 25M INA 1952 INA ?839 17.0 2005 160.0 3109 INA 2138 137.1 3109 IWO 2470 INA 3199 188.1 2428 H � L a 108 in INA 1694 170.0 1409 INA 183 170.0 1647 INA 2231 INA 11170 170.0 26'3 INA 2078 188.8 2781 170.0 2271 148.3 2781 t8f9 2539 123.6 2781 140.4 2281 106.4 2781 125.8 2734 02.7 2781 118.0 2100 111 in INA 1838 17.0 1494 170.0 1988 170.0 1700 INA 20 17.0 19W 170.0 2ffi1 INA 2149 161.8 2832 323 27.09 1362 282 146.1 2216 133 282 120.4 2186W72 13.1 2128 0.1.4 2832 108.3 2086 IL 120 b 17.0 TR1 17.0 1568 170.09126 170.0 1859 1644 2262 169.9 1991 136.1 2252 141.! 198{ t2.1 71E2 1272 1036 10.1 2ffi2 31.1 1916 9.1 2282100.8 1872 863 1836 29 ?262 81.1 128 I- X144h 126.1 1884 128.8 1443 7013 1184 10.1 1429 8.1 1584 813 142 762 188! 8.7 380 88.6 1584 n.3 1373 2.6 1681 85.7 1368 521 1084 58.0 1390 492 306 3.1 1681 MA 1263 D. N Q co TABLE 138 ANCHOR CAPACITY ADJUSTMENT FORMULA: Ano orCa 6 Tableg � 'a Subssate 2.7kC=rde 3.5kcaw Raftwcmu FEedCMU M mew (D-)X(ANCHORCAP R„�,\_ANCHOR CAP. A."T7pa 3115'MOUtkmm 1A*Elm Ufl a 5718'Mao xMir EboMaw Iw so MOM IM88�6118•Eb0 W 88 Mw Oto Bias H29tW Iw2$teal MULLION Anchor CUP Patteme U2aeon A 0.r, M. A2refiamr Solar(O5)Berea(35) Sam(" USE THiS FORMULA TO OBTAIN THE'ANCHOR Edge aswa fbk t• 2-tW 1• Mir 3.18` r 2.1rr 1` 2-irr r 3•aa 7 0.48• .60.` 0924' CAPACITY REQt0REW CORRESPONDING TO AN Emmdmod iars I'vetaw` taro` 7 1-10.` 1.119I-V4' taw• 1-114' tars r 14W 10.18• � ACTUAL PRESSURE REQUIREMENT FOR THE 2Anohae�4.75•tab.O.C.1U dea0 G8Pffq•1 Fra 39023 4505 880ma 18441 270 ft W1b ma 74020. 37429 694th 341 as 4421m 880 uta OPENING,WHEN IT IS LOWER THAN THE MULLION 4AWM 4.58'Wbu0.C./8tand•d(er05§e8C6p Sk 76om8 7800e 00063 175612 3232ue bums 56oms 7881ba 149025 748 ms 127223 MO* 02 me 689 Be 1920 me CAPACITY(FROM THE TABLE)OF THE SELECTED 9An&M01.71.WL O.O.IBleMad WOtbe0 C59 t•4 1901bs 1400me 1010 me 26951b WA WA 8401be WA 10631m WA MA WA 13632 177068 224023 MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Andom 40 T Mm O..r(2)W Arab C893I(FTG.Bk 7602* ISO In 2000. 76wms i896 ms 540 Re wows NIA 76023 748 2e 86028 1w91bs 86223 685 ms 1120 As CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anoma3`om 0.0.1(2)7x5 AT&C9ps I Fq.n 1560 me 18w2e 13562a MUM 37225 I=ts 112023 WA 15202* 149023 174023 3784 m3 1363 m3 /770 na IONAL ANCHOR OPTIONS FROM THE 12 AWbW019.690.0.0.1(22[5Arp1e CUP*/ft.4 1856 ma 2I00Ma 144029 ;00 WA NIA 1320 me NSA 1600153 WA WA WA 204923 269 Ws Mrs ANCHOR CAPACITY TABLE. ODULTREWED 4 Awhm®1.34`W.0.0./UbMP,090.126`AIM.M ek WA WA WA N/A NIA WA WA NrA NIA WA WA WA WA 1430 IN �Pi7M856115 0MPt071de SAmiras®0.WMh.O.C.IU4M^ba0.12SAbM(F4.0k NIA WA N/A WA WA WA WA WA WA N01 WA 26812s Fes-2.00('^1Hd2AWAn@4ArW&0.C1F�p(R9•tok 39023 39029 45669 0.* 181628 270103 290169 989I� 710 me 37629 838I� 9482s 3N 23 442159 WOES 4AMbw@I.71'M•.O.CI .11k 5WRA 70028 55609 It a WA N01 470153 WA 533 Ms WA � s0. WA 6223 856Ib9 1110 m3 .260' NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES. .flem-iZ)0de PraduU CdOtto� FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE 10: FIGURE I1: 1 8E SHE T 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR WFORMAT�N ON \\i 1 t I 1111117 • • O S i 2.4 FER GENERAL INSTALLATION METHODS. �� y & • • • •• •• 0 LINEAiiWTCRFQ!♦A�lORVTWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 8.Q0� �S>:: J •.•,k • • • • • • •• • • • • 3)Al;LIO*~* MULMONSOMP-S SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS tic No.68706 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE& FIGURE 6: FIGURE 7. SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROMMATE HOLE LOCATIONS. :-Q•.: a ts- , t • • • • • • • • SCUP••• 1 OWSTR&TES:CO�VE V QONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED A ' SATE F •' (AMR1� C.ONER2►E BLOCK UNIT(CMU)�W1LL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE TREATED :�i(\% FLOR\OP (9 • • • • • • • • •6-7) Be • LOWSOormERNPINE wmmNSGOF0.66.ALUMINUM SHALL BE8083-TS AND BEAMINIMUM OF.126' %�SIrONA �?� ♦ • • • • • • • 9t�f}• �J4Ei�`Tfi BiODb�•lGOK BE A MINIMl1M GRADE 33 AND.046'TFUCK(18 OAUG�STRUCTURId STEEL TO 1, `S� \- � • i TH1tEA08 BEYOND THEMATERTAI O&HCt2 APICHOR91NT0 WOOD MANY BE 57EE 8 8 S O 410 S S. Y x a`x.26' A.LYNN I�JILLIER P.E. MULLION FL P.E.#68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 14A + MulOon Capaelly Table sill? Opening Width(rort•Itic*-sprdgmgons)orOpenhlgHelpht(brhod mWnpnamore) 501n 60M min 80In 90M t001n 12010 140m me inReg-WW I g� 1.28'1[2,11' 7ta� 1-ft eaftrawa Tmwniaw1oe411• Lm0in0ar T W&V R�r T T R umr TWUM R cet T��. LOaQYq LoeWfe taa0n0� I.ontli LaSSSSY0. 11 z Tube Mug111 a 1a I I II II _ _ _ _ _ _ _ _ _ _ 421. 1442 828 187.0 428 120.2 628 14&0 418 IMO SM 13&8 414 80.1 We 130.8 411 80.1 678 194.1 411 721 W !134.1 411 60.1 028 1341 411 819 628 134.1 411 46.1 We 134.1 411 QUl �J 481n 88.9 403 t0&0 339 80.8 4W 84.7 328 a" 400 MA 320 804 403 81.4 317 63.7 403 76.1 316 4&3 403 7&8 314 40.3 �3 78.8 3M 30 403 7&8 3% 3&2 40:i 78b 914 � _ W.628 In 51.3 36'1 91.0 301 8&6 362 76.3 261 06.8 3821 71.6 268 61.6 362 07.2 298 4&7 962 649 284 412 302 63.8 293 30.3 982 83.8 283 22.4 382 8318 283 2&7 362 MA 283 � N 64 In 87.8 318 74.1 287 6&6 318 842 281 48.6 318 67.7 268 424 316 63.8 2113 37.7 318 Me 260 Me 318 4&6 249 289 319 4&1 248 242 318 441 248 21.2 Me 48.1 248 W ettrrMMOOjjj O 8016 �.6 268 63.1 Me 4t2 268 4&7 214 3&3 268 407 210 308 2W 372 207 27.8 269 34.9 204 24.7 268 33.4 203 208 266 922 201 17.7 268 322 201 16.6 258 322 201 J Mln 417 234 46.8 200 39.8 294 98.1 166 3MS 234 34.7 182 28.7 234 31.6 189 237 234 29.4 109 21.4 234 2&0 184 17.8 234 28.8 183 189 234 28.6 183 134 234 28.6 183 •� lL WI. 372 213 38.4 183 310 219 337 176 2&6 213 2&8 176 2&2 213 27.0 173 208 213 2&1 170 VIA 213 217 109 1&0 213 77.2 167 139 213 220 1W 11.e 213 220 166 Z UJ) g TIM 78.8 176 30.1 186 23.8 179 2&8 182 204 178 27.6P 179 178 103 147 1&9 178 1&7 148 J 78M 243 181 2&4 140 203 161 2t9 137 17.4 181 12.0 7&2 181 179 139 ? ZMin 22.6 162 23.6 133 1&e 162 12.8 131 1&1 162 17.6 H Ln a- TABLEI4B ANCHOR CAPACITY ADJUSTMENT FORMULA: ZZQQ AncherCepacily Table Obs) MIGHOR CAP.,,,,,®, r x p 8109De1a: 27 00"m 3.62C61C. n60a1Cmu Fm80CMU PTW400 L4ele1 �)X� ANCHOR CAP- to ai8•Eko 1!4'83Ek0&HB'Ek0 VP98EkD e109tetl 81281ee1 e%29M41 MULLIONCAP.�,,,, N Arebw TYP2. 3/1VEkol"man U4•EIto1lman 9116•Ekoubm0 114'EkolDifetm cm AnehorCOp Pattsme f6t�nn A9IrM1al4r Uumm AgWeWw &••(G�St/es(nb) Sam(w) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edle0wmce(Inj r 14/d P 2-1r1• 34°6• r zvr 1• a-12' r 3•ve• r 0.®' O.W 9.3x4• CAPACITY REQUIRED'CORRESPONDING TO AN � m N tq E(nneanent taro• talo tarp tav4• r 1•v4 1-v4• 1.114• t-V4• 1-fa• 1-v4• r IW 1sre• w m ACTUAL PRESSURE REQUIREMENT FOR THE 4kktom@ S'68n.O.C.I 2(6Al%' I fy 780109 7wes 680108 1693IDs tmms 6mm 6)b WA 760•s T491D3 eeo®e 16620 66286 886&0 19DIDe OPENING,WHEN IT IS LOWER THAN THE MULLION Q (� CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY AODITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. °1268'-1 �eW UY1�� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS wcPhinCaft O FIGURE L• 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS M ALLOWABLE. 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 4 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON S14EM 21-23. 2,116' 1 a Pteduet Coatro FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 11141 111111/l1 •• ••• • • • • . ANGLE CLIP MUST BE USED IN PAIRS. • 128ESHAft_ 4CWNCRETE BLO�IfaUNtT(ETCj11Q) L•COIlIFORM•O ASTMiC-WOOD SK41 BE PRESSURETREATED GROUT-FILLEDICATIONS.HOLLOW AND 11"��41GENgF�I�<<��i: YELLOW SOUTHERNpINE VV�H OIPO�AL AN IU L BE a606346 GAUGE). R A MINIMUM E TO T ` THICK.STEEL STUDS TONG 1 Mt I 3�AN TRICK(16 GAUGE).STRUCTURAL STEEL TO BE AT 128•X 2.11'X.12G MULLION No,56705 lz LEAST.126'THICK AND A36.ALL ANCHORS ET S L EXTEND AT LEAST 3 SCREW THREADS BEYOND (PREORAL FIN MULUON) THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. - • •• VATes�••• ••• • ••• ••• =.0�•.. 1 � • • • • • • • • • • •• 'rultlnjlr • • 'L ..MILLER,P.E. FL P.E.#68705 ••• • • • • ••• • • TABLE 15A _ Mulftn Capachy Tabie � Opening Width QorvedcalyapenMng mt e"o)or Opening Hslght(brh9dmnm0yrR3arWrg ml@om) WN so in 70N 8D1. I BON I login I t20 In 1401. ISDN RoctenBUNr I TfayTaelg. Reotsr 0 Treppe p. Rect•tguter 17¢9x" Reebrader I Tmore m Rectawder I Tfwmm. Iteotm>alar TRARaang. Rect-gow Trap7Mm. Red-olar I Twftm Rectangular TegaT wa 6 3.28"50 LOadi�g Loediag LondinB Loafing Leeft Loa•ng Lea" Loafing Loading Lcdng loafing loading toediag Loeft Loading loafing Loading Loaft EY YY OEM MULL Z LU 421. 170.0 1 820 1170.0 436 170.0 74 1740 478 170.0 888 170.0 808 170.0 97 170.0 618 170.0 1118 170.0 621 170.0 1240 170.0 621 1740 t4681170.0 621 170.0 1738 1170.01 621 119.1 1710 1740 62[ W 481. 170.01 708 1 170.0 624 170.0 830 170.0 584 170.0 882 170.0 830 17&0 1133 17$0 ON t76.0 1276 t7&O Err 170.0 1417 170.0 880 162.2 1692 1740 880 730.6 1672 170.0 ON 1142 1672 170.0 680 Cn 50A26N 170.0 747 17&0 683 170.0 888 17&0 631 170.0 1048 170.0 884 170.0 1186 1740 723 170.0 1346 t70.0 747 1642 1143 170.0 768 138.8 143 17&0 768 117.3 1443 170.0 758 IOU 1443 17010 766 W � 64 N 170.0 781 170.0 812 170.0 068 170.0 691 170.0 1116 170.0 764 170.0 1278 1740 803 180.4 1363 I70.0 837 144.3 = 170.0 866 t2U 1363 170.0 861 10.1.1 1363 170.0 887 �2 1363 170.0 661 m ~ N 60 in 170.01886 170.0 70t 170.0 1063 170.0 791 167.0 1218 170.0 876 148.1 1218 170.0 44 129.9 1218 IWO 938 116.9 12111 1627 024 07.4 1218 148.1 913 63A 1216 148.1 Gill 73.1 1210 USA 013 031. 170.0 No 770.0 7N 170.0 1118 1740 IN 160.2 1160 188.6 903 131A 1150 183.0 914 118.8 1180 14LO 888 106.1 1560 1342 886 87.6 Hall 128.7 871 75.1 1180 1282 870 65.7 1160 1262 881. 170.0 974 170.0 788 162.4 1018 165.8 BBt 1348 1048 14.8 684 114.3 INS 133.1 850 101.6 1048 1214 639 91.4 1068 118.6 830 78.2 ION 109.4 821 BSa IM 1082 818 57.1 1048 1062 818 ? J 72N 110.8 880 147.0 784 177.4 SBD 12&0 T4 100.6 880 110.8 734 6&0 860 100.0 792 782 880 9210 712 70.4 SBD 662 703 8&7 880 7&2 �3 60.3 880 78.6 BBB 4.0 860 7810 868 J > > Z v 78N 11&7 TSD 12&1 880 99.6 78D 108.0 e78 8610 780 03a 663 74.11 780 e3A 852 8&6 780 7610 813 69.s 780 77a W6 40.0 760 %.1 624 4210 780 62.1 ets 37.4 70D 81.6 817 d �- 771 781. t1Ae 760 116.6 667 82.3 780 8&1 1144 %31? 2?5 632 89.2 760 77.1 621 61.5 780 70.8 a12 6&4 7W 657 M 462 750 69.4 694 3&8 760 662 BN 34.6 760 6&8 US } r Q 4 o gain -at 683 74A No 60.1 663 0210 481 8 463 4&1 683 411.9 476 447 683 410 485 D&1 683 4010 182 Sao 663 3&z N2 ffi.6 683 3.1.3 446 22.6 689 at.9 4CG LU 011N 89.1 495 81.1 4N 48.6 496 61b 496 .8 427 37.1 4� WO 421 33.0 488 38.1 416 28.7 405 332 409 24.8 493 20.1 400 21.2 495 20A 394 1810 495 2010 300 LU mLUO 108to 41.7 391 4210 353 34.6 391 SSA 348 .1 342 28.1 391 27.6 337 2&2 391 24.8 333 20.9 381 22A 328 1710 391 18.7 321 14.0 391 1710 316 1111. 3&4 370 392 333 320 370 33.0 330 A 326 24.0 370 25.3 320 21.4 390 2210 MS 1&2 370 249 312 10.0 370 1$1 306 � 0p N t20N 30.1 317 3010 289 25.3 317 28.0 284 6 280 1&0 317 1810 278 1010 3V 1710 273 Q M j 144 In 17.6 220 17.6 203 6 ho TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnehorCe d Table bs ANCHOR CAP. m, Sumtrefe: 2.78 Cmmdie 3.5k Com. H*UW CUU Filled CMU PT Wood mew (�)X( }=ANCHOR CAP.- Andw tw•BSEke WWEloo 174.88Ekn Mated 4128teel 4128tea MULLIONCAP.,m•�,• AnchorClpPattema fie' 3718'EIooUDaom trd'EtooUftecon XIWEooUOaaon U41 Eke{g0aoan ApmeOmor UOreemi AQpal7etm eena7(86)Samw 1.351 8mew(tHt USE THIS FORMULA TO OBTAIN THE' Ease OISImae pert t• i 2,IW 11 2-1re' &t!8• t• 2.112 r 24W 7 3.10 r 0.N• O.6P Oa24• CAPACITY REQUIRED'CORRESPONDING TO AN ERbedmela Mk faw' taw' taw• 13 r 1.1w• t-1w• 1-tt4• f-1 1-1w• t4w• r fstB' I'3m• antes ACTUAL PRESSURE REQUIREMENT FOR THE 2Arohas®6•aBn.O.Q7(l1215 Angle CQ7sf(Fg.tk 380 tna 3BOIbe 430 be 8110M Ib 270 tm 78016.3 361®8 740rm 374 Me Iba 918@8 34120 44211.3 6801ba OPENBYG,WHEN IT IS LOWER THAN THE MULLION 4 Analm 0 3S Mm O.C.1(2)W Angle C11ps 7 ft.4789Im 780•s Mine ISTD Ne 2MRS 3N lbs 660168 WA 1120411 7441 Ing 880 @s 18920.3 882 ms 885 a e 1/2o am CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Amhme 8$2.71•Mg.O.C.1(2)US Angle Cup 7(Fig.4 1120 Bre 1120 780p 2240ros 1 22M 1119 RlA 549IDs WA 1059 Ns WA Im ms I WA 112210- 1327 ros 1860 roe MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODUL7 REVISED ANCHOR CAPACITY TABLE. uVbftgwh f r do�v-' FIGURE 1: TABLE NOTES: N014- C6• 01 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. _ SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. ala h• C Cohttvl dw FIGURE 2: .2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.00 00 111 I I 1 I 3)MULLION AND MULLION CLIPS SOWN ARE•T TO BCAVE FOR BKAQV DIMENSIONS,SEE SHEETS 21-23. •128' `11\�ONY LYNN low • • • • HOLES TO BE DRILLED IN THE FTELDWOLLOY� O�1 L�E�(�I.OTIOBO�SHOWN ON SHEETS 21-23. 30. Pt`.,••'t 10ENg FIGURES SHOW SUGGESTED,APPROXIMATE WL�,Ot F •• �� •• ••• •• • • • 3260' to' No.50705 X ' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICAM&NA&LOW AND GROUT-FILLED _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED ; • • • • YELLOW SOUTHERN PINE WITH AN$G OF 0.65.ALUMINUM SHALL BE�S345 AND BE A MINIMUM OF.126' O ^ THICK STEEL STUDS 70 BE A MWIMU�A�y1DE 33�1 .046' CK(78 GAUGES STRUCTURAL STEEL TO BE AT 30.RAy '. IS LEAST.125'THICK AND A38.ALL ANCHORS WTO META Sw XTENUAT !!CREW THREADS BEYOND MULLION ;O�., Si ilE�� 47 THE MATERIAL.010&012 AN&W INTO WOOD MW BE SiEE(p I"S.S.j3 4R 1048. ''•;�<ORIDP. \\\: • • i • i i • • • '�'rs�UNAL��aG ANGLE CLIP(FIGURES 1-3)MUST BE USED W ••PAIRS. ••• • • • •• e • • • • A.L{'fJIVIKIILL�R,P.E. FL P.E.O 58705 0:0 • • • • 0:0 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 180 Mullion Cl eo Table Opening Width(farva18cdy-speMlg rinGans)or Opening Heigh!(for horizontelyapaming mll5are) ~ 80111 806 "in 806 956 100111 t20 In 140 to leoln • Reot•IWim TrawThm Reamgulw TmpTft4 RWWWa I T O pY4 3.28"49 Leaft Lumaft Lonlna Ladng Lmdbs Ladng Lady Ladrry Uaft Loedm L"ft L-Am Lmft Leadrg Laadn9 6 FF dl DEG.AL BAYMULL 426 170.0 620 170.0 438 J70.01 744 1010 478 170.01 888 1170.0 506 170.0 832 170.0 519 170.0 1118 170.0 821 170.0 1210 1700 621 170.01 1138 170.0 5t 170-01 1738 170.0 521 180.3 11971 170.0 1 9121 J W 186 1700 708 170.0 5d 170.0 850 into 684 170.0 8512 1700 We 170.0 1133 170.0 881 170.0 1216 170.0 877 170.0 1417 170.0 800 183.7 1837 170.0 BW 140.3 1637 1700 880 171.6 '4837 170.0 880 60.828In 170A 747 170.0 663 I70A 898 17&0 831 1704 1048 170.0 684 170.0 1195 170.0 723 170A 1345 170.0 747 170-0 1404 Y70.0 768 147.t 1652 170.0 788 12&1 1652 170.0 He 110.4 1882 170.0 766 m O 616 170.0 797 170.0 812 170.0 988 170.0 891 1700 1118 170.0 761 170.0[24,1 170.0 803 170-0 1434 170.0 837 166.2 1405 170.0 8B8 SZB.3 1466 AOA 681 110.8 1456 1700 861 970 1189 170.0 681 M N 606 170.0 888 170.0 701 170.0 1083 17MO 797 170A 1240 170.0 878 157.1 170.0 944 t397 1309 170.0 098 125.7 1809 Me 990 104.6 1308 167.1 952 89.8 1995 187.1 B82 76.8 1309 167.1 882 t0 63 In 170.0 930 170.0 745 170-0 1118 170.0 860 1820 1247 170.0 940 1424 1866 893 1287 1247 15.8 886 114.0 1247 144.3 95 950 1247 1382 038 910 1247 135] 836 71.3 1247 135.7 835 es In 170.0 074 170.0 769 1700 1189 1700 803 148.4 t/90 18&7 986 129.0 147.0 945 t15.4 1190 138.5 928 103.9 1t90 12&4 814 680 1190 1194 58 742 1100 118.1 093 84.8 1190 118.1 693 Z N 726 101.8 1010 1899 877 134.7 1010 1M.8 BS9 1164 1000 127.2 842 101.0 114.7 828 868 1010 105.8 617 604 1010 118.8 807 67.3 1010 We 795 87.7 1010 870 780 804 1010 67.7 788 786 W7A see toe 702 114.5 M 122.0 778 98.1 800 IOTA 781 86.9 982 749 7&3 906 882 798 08.7 908 823 729 57.3 908 74.7 718 49.1 BOe 11.2 710 420 808 70.8 706 Z r 786 127.1 861 15.6 764 105.8 681 1124 798 We 881 9&8 726 7&4 880 713 70.8 861 81.0 703 63.8 681 76.4 884 b3.0 881 80.1 8B1 f5A 861 04.b 875 39.7 881 83.7 672rNWin r202 816 85.4 674 O&9 848 72.1 884 95.1 808 59 5% 51.7 5&1 048 480 848 BOA 537 41.4 808 470 630 368 648 41.5 618 204 1MB 3e2 511 2" 848 38.6 607 QLU00886 568 70.1 1108 We 668 59.1 490 467 508 51.4 401 42.8 45A 483 370 888 41.4 476 34.1 5580 3&1 470 28.4 68$ 33.4 469 24.3 586 30.6 45 21.3 588 28.7 447 N LL¢i 1686 448 18.9 406 390 449 412 388 342 44s 36.7 303 290 449 317 387 280 119 20.8 35 2&9 449 28.1 377 20.0 448 tl7 388 17.1 HO 20.4 381 16.0 4tD 1a9 358 1116 425 4&0 386 3&8 428 37.9 374 34.5 426 32.8 373 VA 425 28.1 3BT 24.8 425 282 382 221 428 24.0 3811 18.4 428 20.7 395 15.8 425 189 343 t206 38{ 364 331 29.1 384 2&8 328 24.9 904 28.8 $21 21.6 384 229 317 t9.4 364 20A 313 179 364 187 309 Q � � 0 � 1446 753 20.4 233 Ice 253 17.1 23D d TABLE 16B � ANCHOR CAPACITY ADJUSTMENT FORMULA' An arCepacityTable ba ANCHOR CAP.,,,,, 9ubs0ete: 2.7k r-Me 3.acm. R*bW c 11 FOea CO Pr Mew (DP_)X t }o ANCHOR CAP.,,, 6h8'Elco tAr 1b0 WOO* 1!4.89 Ebo a10 akd 91R atml d12131eei MULLION CAP.,„„„ AnahorClpPattems Anchm Type: 3Jt8•Ebot34asa1 iN•EIooUNmm tma 8/fB•EkoUltreson 114-EMO AggmGaW UMmmn AggmOatw 8wew(OS)earaa(O6I (� USE THIS FORMlULATOOBTAIN THE"ANCHOR E403latu a 1• 2-ur r 2.1/2 3.1a• r 2-Ur r 2-tie r 3•fr8' r 0.43• OAC 0.3'x• CAPACITY REWRED'1;ORRESPONDINfl TO AN Embeena8 511 taVC 1-sr4• tam• taro• r 1414• 1.1x4• 1.1w• 1414• 1-1r4• 1.114• r ia:8' tare• vmma ACTUAL PRESSURE REQUIREMENT FOR THE z Anclp3®�50a D.C.r(2I2r5AtEfie�7s/(Fq.tk 390Poe 390 m3 450 ib 890 m3 17001b3 2703p 28D me 369 ma Tao Ore 37416e 714 9a8 tbs 341 ms 4421bc 614 Bro OPENING,WHEN ITI3 LOWER THAN THE MULLION 4 AntMm®3.T Min O.C./{?)216 Arte t9p3/1rb.2k 760 pw 780 ma 79O1m 1870 ms 2m Ou 540 m3 560 ms WA 1120 m3 748 me 8801m 1892 ma 8B2 0e 89516e 0M ro3 CAPACITY(FROM THE TABLE)OF THE SELECTED sAo49ae�27r6Bnoart212a6aoeea9s! 3k nzOme i120pq 966tm oma 2951 m1 wa 840-- 11a 10S9m3 190 132010a WA f0720m 1327 ms iB30ms MULLroN.ITWILLYIELDAMINIMUMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. oaaR1>ging 17eh 1ho Htoslds FIGURE 1: Au114,0800de 1 TABLE NOTES: 1.10 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Ooo>td 2)LINEAR INTERPOLATION BETWEEl&f4ULLiL"GTHS ANOIOR OPENING WIDTHS IS ALLOWABLE. \\\11111 11!! FIGURE 2: • • • • • • •• 3)MULLION AND MULLION CLIPS SVOWN ARE T T R�1*DIMENSIONS,SEE SHEETS 21.23. �� ON .1fe77�i HOLES TO BE DRILLED IN THE FIELDiOLLO1W11(i I E 1019S SHOWN ON SHEETS 21.23. .125 --46°-- a V\CENSE•'•.,•Q �� FIGURES SHOW SUGGESTED.APPRO)RIATE FICOQ{1TIQN3• • • • •• ••• •• • • • •• A No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 3.260' FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.66.ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.125 -D �qql ftS a THICK.STEEL STUDS TO BE A MINIMUIM4MOE 33�046'jHroK{18 E) RUCTURAI STEEL TO BEAT q6 SAY %�Q sTATC LFA3T.125THICK AND A38. LAhCHORSINTOMETAYSHALL(cXTENDAAs•FSCREWTHREA068EYOND MULLION ��'��.5•.,FCORIDP.•��.` • THE MATERIAL.#10&912 AN INTD WOOD kr9l SE SWEE:1"3..S D 410 S. i S'• . ... ANGLE CLIP(FIGURES 13)MUST BE USED IN PAW. ••• • • • • • A.LYER,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 1.000' t- .I 1.000` te --{ 1.000' 1.000' f-- d o .127IL .126' .127 2.760' 2.760' .126' 3.126" .126' 3.187 •127 4' 2.000' 2.0100' 2.1118" N L .126' L �f �f 75 Sw607'0' i L i.125' O <`1810 y I I f 1 I .800' I TX T X.126'MULLION TX 2•X.376•MULLION 1'X 2.76'X.376'MULUON 1"X 2.717 X.860'MULLION 1'X3.126'X.6'MIILLION 1I-VX3.18r X.286"MULLION 1.2WX2.11"X.12V MULLION 8083.76 ALUM. 8083.78 UM. 800-TO ALUM. 6063-TB ALUM. 8083.76 ALUM. 6083TOALUM. 6063•TBALUM. 2 Q XSECTION X•SECTION X-SECTION X-SECT(ON XSECTION XSEcnoN X-SECTION Wm Z 8 O I�-.126' J TABLE A � Lu ISITANDARD CUP ' 2X6 ANSI CLIP Z LUM. 6063•TO ALUM. Dimenelon Value(In) For Muiiton: M a 2.000" ION 2.126' UCLIP X-SECTION Z 2.060" A 1.8'26 -j a B 2.654 1'X2'X.126" Q =1 q .126" I 6 X�STECTIOUNM• .126' Alumbwm .Fy U C 0.895 Tube Mullion �ZZ D 0.740 Qo c .126' I 1: I Z --I.740'I-- B 2404 1"XY X.375" l�l 0 Y 6.500` AluminumJ 3.125" +i CUT HEIP To 377 6.000" c 0.836 MullionTube .3717 _CREATE FCLIP,SEE MIN. r( .376'MIN. D 0.41 MIN. DETAIL F.SHEET 4 _ 337 MIN. A 1.876 --------------------- B 3.000 1•X2.77"X I i i I A A 1 UCUP A I--- ----1 L_ J L-_-____J S00;1•TBALLUM. •- -------------------� 2X5 ANGLE CLIP C 0.767 Alumtmw TOt'\4EW - 6083•TBALUM D 1.118 TWO MdOon STANDARD CUP CENTER OF ANCHOR HOLE MUST LIE WITHIN THE TOPVIEW E .450 Min. 6063-TB ALUM. CENTER OF ANCHOR DASHED BOUNDARY.SEE SHEETS 6.17 FOR THE A 1.312 1"X2.76'X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE CASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER+111 r. B 3.000 .660" SHEETS 547 FOR THE ANCHOR O.C. =wnM THE DASHED DISTANCE MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER•1117. SHEETS S17 FOR THE D 0.8311 Tube Mullion ANCHORO.C. TABLEB RODUCfRBtlFSBD DISTANCE.MAXIMUM POT Part# A 2.O eompSyPogwAh the Pl4dde ANCHOR 1•X3.127 X 6XW •3717 Mull Dlmeneion{aheetiq 8 2.837 OdtoRoeao DIAh¢TER:ANCHOR Mullion Std.Clip ONSet Cllp U.Cllp Angle Clip •�Alum wrylmleo No .376' MIN. DIAMETER•1118'. C 0•� Tube Mull dote MW. 1"X2"X.127(b) 88806 H88113M 8881118M 888243M 888511M D 1.137 _-- ------ -------__ 1"X2"X.376"(0) 888008 665114M W81119M SM44M 6WS12M A 2.716 1 Pr4duu omrot r - i 1.27X3.188' I I I •1 JVJ5" ,376"(7) 86807 688116M 6661120M MU46M 688613M B 3•� X.287 Alum I I I i I i e 1"X2 6"Q 116M SM1121M 6SM46M 888514M U 0.862 Tube Mull ``�\\O�t --- i D i • 1"A:25,•.Off • �M .881116M NSI114M GM42M 688515M 127 X2.11"X '•�Fp �� I i • 1.26•)l3M86"111 t67(412) M 117M 88S1I13M 688241M 666518M A 1,813 `------ I ---- 121"Alum ` No.58705 1.28"X2.11"X.126"(18) 89370 MIA WA WA 888517M Tube Mull C 6�.TSB ALUM. NOTES: ••• ... .•• • ..• ... _-��•'•, l 2.q 1 s�w •127 I TOPWEW • --++ ST TE OF <V - 1)HOLES TO BE DRILLED ROTHE FIELD V LOW DIMENS^REPTRICTIONS OMEN ON THIS SHEET. .74(r4--j--I •• • • • • • • • �;�.t� ••..FCORI4P.•'C2�`: 2)SEE SHEETS&-IP:OR Sf NESTED,A/PR•XIM4TE HObE LQCATI6S&ANCHOR O.C.DISTANCE. �SSJp(��1L� %"� • • • • A. ;2 MO+UER,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.000• 1.000' toor 1 Aar A ' t F' • I i»i .126' �•1 F,-.126' M a o LL n I Aw .4OW 36 I 4 .128' 4.000' 4.000' 4.000' 2.625' 2.060• B083STANDARDCLI I 2.126' 2XSANGLECLW ^k .126" "UPUM. 2.000' X•SECTION 9 X-SE ALUM .12E .126' 1 .126" 7�' I X�-SECTION I XSECTION .1�' ,e m .031• .126'J L O ��,•, 126 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J .375" .165' 275. DASHED BOUNDARY.SEE SHEETS 6.20 FOR THE O S ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1•X4•X.12V 1•X4•X.378' -T 1'X4"X.378• -T HOLEDIAMETER:ANCHOR DIAMETER+1/19'. W p 6.500' &am* OD Z t9i y MULLION MULLION T•MULUON 6983-TS ALUM. 9093-TB ALUM 9083.76 ALUM 3.1�' CREUT HERETO .378' 376' p co .378' CREATE FIX.8+,8EE •MIN. � -J-1 XSECTION X-SECTION X-SECTION MIN -DETAIL F,SHEET 4 Z 1260• .376' Z W r------� CENTER OF r--------- -----------i .375' z W ANCHOR HOLE j MIN. Z La, 1260' 1 I I 1 I 1 MUST LIE WITHINTHE DASHED IL L J i I}1 BOUNDARY.SEE 2.676' I -u- --- I THE ANCHOSHEETS R "Be MADISTANCE. N O y u 3.260• 3.280' i i I i i ANCHOR HOLE i I 1 1 1 1 DIAMETER: 0E .106• .100' L L J I L______..J ---------------------- DIAMETER V10".ANCHOR �------------ I ~ Q --- - .100• 2X6 ANGLE CLIP .�4• '• SB+�T�I MI 6083•s�UM To�--"1.820•It- --t.820'I-- �NRTHE DASHEDBOUNDARY SEE TDA' TOPVtEW 128•X 326'X.100' 1.26•X 3.26'x.824• 126•X 3.84'x.824' SHEETS G20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MN6MUMANCHOR HOLE D(menalanValue(In) ForMUl6an: Dlmenelen Value pe)For Mullion: 9W5•T9ALUM. 6069.76 ALUM S008•TSALUM. DIAMETER:ANCHOR DIAMETER+1/18'. 3. 1"X4 F 126•X3. X-SECTION x-SECTION x-SECTION G 1.300 •125" 0 0.600 x.924' 3.499` 6.600' H 2660 Alumbnen H 1.439 Atum(mlm 2�7I 3.000 Tube Md1on 1 3.260 Tuba Mutton Q37r� 1• 1.8777 -A 3. .126' MIN. .375' 376' F 3.187 1'X4'X F 2.926 1.28"X3.94• ' f 0 0.767 .376' O 1.128 X.824• ODUCT Ruvishn H 2430 Alumlrean H 1.500 Aluminum c1IS'iNSwpbBea I 1 I I 3.000 Tube&T 1 3.250 Tube Mullion ►� _ti F2260 1.2E X3.26' F 2.813 30• MUt.126', G 0.750 X.100' F 2.87845.118 Mug126' 45' 2.2 5T i i 1 i i I H 1.600 the W 1n I 3280 Tibe MuBbn80'45°BAY MULLION 3260" i 1 I I TABLE O30'BAY MULL9083.76ALUM. • .ai_a_A-• _ _____ Mutl Dimemtoa• I• • • • • 4•{ j POTPeRO �� N4 NN ('��6083-TB ALUXSECTION • • • • • • • y • (ebeet� Mullbn -1.Cup ORaotCti UIP Angle Clip `�,�'<�;•'•�1GENSF'••�Fp X-SECTION I ••• ••41 •• • • e•�I 1'X4'X.128'(10) 69684 MWIM SMI122M SWAIM 888818M Q' '•.;T OFFSET CLIP 7'i .12E I G 6083-TB ALUM. VX40X.378'(11) 68610 686112M 6W1123M ON42M 8S8610M No.58705 z28'j -,961'-I �• I-.gar-I 740• TOPVIEW T X4'X.378'T(11) 00886 9s9112M 8881123M e�zaaM 680018M NOTES V4 128'X3.2'X,100'(13) 20160 601127M 8881124M 6582410M 8S63116M • ••• ••• 0 0041 0 0 [ :• IM LO 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTPNSGIVEIgON THIS SI LOT. 41• 126 X3.94•X.624'(18) 82 8881117M $6011128M '[41 888 1M 817M a�n,0•'•. ATE C . RID.,'G�. •• • • • • • • • • 3p Oe91ea(19) 88869 WA WA WA "W110MISS �: 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. ••• •• ••• ••• ••• :• 45 �) 88680 WA WA WA 8888111M i��QNAL�,` 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. A.LY IIWI(t tt P.E. FL P.E.N 58705 4141• • • • • 4141• • • • • • 4141• • • • • • • • • • • • • • • 4141 4141 • • • 4141 4141 •41• • • • 4141• • • TABLE E Mull Dimension PGT Part# � (shoat 0) Mullion Std.Clip U•Clip I Angle Of Aw I �.12s --I I- ,12b• 11"41 ge r X4'X.25'(18) 88802 M201M 080271M 6888112M Ir 2'X(°X.2s(17) 68604 068282M SM72M 8866113M STANDAROCLIP U•CLIP 2X6 ANGLE CLW 2.000• I 0063-TS ALUM 2.126 I 5083-TS ALUM. 60S3-T8 ALUM � d NOTES: xsEcnGN II XSECTION 2.000' XSECTION a 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING ILO •728' 1 I .128' L .126' y IN m DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET. yy to 2)SEE SHEETS 620 FOR SUGGESTED,APPROXIMATE T O 9 HOLE LOCATIONS. 1.490' It-1.490•-►I 31 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. W 6600' -{ � U y O 2000• 3.500•--1 � AIL F, 1 378' 6.000' 375' W 8 MIN. I -MW. m Z r MIN. r 8HEET4 MIN. .37s � O r -------------- -- -- z 2 r---------------------1 W 3�w 4.000' •- xx4 x26 i SAW ^c + 3.438' L) c MULLION I I I 3.433' 1 I ` a�3V 6083.76 ALUM. I I 1 I ti I o XSECTIONi I i I (.378' N Z L- --I--- -------J ---------------- MIN. -._1 MIN• {Lj Q f� --- - �- STANDARD CLP U-CLIP.6083•TSALUM IL 2X5 ANOLEE CLIP ryTQ, CENTER OF ANCt10R HOLE MUST LIE S0WTSALUM. OFO X 4'MULLION SHEET IB CENTER OF ANCHOR HOLE MUST LIE 6083.T6ALUM. a G,•fq 0) WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WI .THE DASHED BOUNDARY.SEE TOPVMW M SHEETS 5.20 FOR THE ANCHOR O.C. TOPV�W SHEETS 6.20 FOR THE ANCHOR O.C. L D' DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE "'��•� DIAMETER:ANCHOR DIAMETER+1/18'. WfTHtiv THE DASHFD BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER 1H0•. 6HEET�620 FOR THE ANCHOR O.C. &6w DISTANCE.MAXIMUM ANCHOR HOLE CUTHERETO DIAMETER:ANCHOR DIAMETER+1/18'. 5.O. .376' 3' •- � CREATE FEW. .375' M64. f. r_SEE DETAIL F. 37 .376' SHEET4 MIN. .376' I I I I I I I I I epy@jpl�wbfiUroFtsddO I I I I I 1 f7aa I 1 c I I 1 1 omrol Map .. I I .260• 6.000' f -i- -T-- - i 4.888' @ r 6.438• + -------I • •• • • •I • • • 111111!/!/ I I • • • • • • $,43g' I b.438' I •• • • • • I I �� V L N d4/��i • • • • yL ••• • i i .`.��ON.......... xX6'X.25' I • I • • • T • • I I ; . '1.1C s ''•;F�, MULLION • •• •• •I • • • x XSECTION• i i No.58705 .375• _ - `------- I - --- -----------------� MIN. • -iii- iii--iJ ••• •• -- - ��. t 3-°� �s t- • ATE OF �` •SrAND11RD CLIP • • • • • • UCLIP 2X6 ANGLE CLIP .a60' •• ••• ••• ••• • USED FOR 2*X 8'MULLIO.SHEET 17 TOPVTEWM ,S��NAI.�. TOPVIEW A.LYNN MILYR,P.E. FL P.EA 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2-114'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60-Of-MO PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1•WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 7--AND THE OPENING WIDTH 15 '+32+1'oMi•.REFERENCING SHEET 28,THE COLUMN USING ® a RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLtS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.114'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.01.60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVA9ASLE. i o �SEEJI-1SEE FROM TABLE 3A,SHEET T.THP 1'X 2.78'X.375•[JAILLWN(LENGTH o 72',OPFJVING WIDTH=707 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+1•68.3 PSF AND WOULD • FENESTRATION DETAILS, NOT BE SUITABLE FOR THISAPPUCATION. Nil PRODUCT'S SHEETS ,. APPROVAL 23 FROM TABLE 4A,SHEET 8,THE I'X 2.76'X.650'MULLION(LENGTH o 72",OPENING WIDTH=707 HAS A DESIGN PRESSURE OF+L723 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE n OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. MULLION on I.-- --_- ^ A 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X8 Q) N �j ANGLE CLIPS WITH(4)912 ANCHORS HAVE A CAPACITY 6F 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL Z �/ oETAIIE, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS.WILL MEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j = 23 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. g D: IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS 41-0.0 PSF.T*OVERALL MULLION SYSTEM WAS DETERMINED TO SE 72.7 PSF WITH AN ANCHOR CAPACITY OF&16 LBS.ALTERNATIVELY, WOD O NO ANCHORS IN xmR�VSriI THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF PSF: id y !-- J �I"-nau• DT. (60 PSn X =624.9 L8S (MAY BE USED TO QUALIFY x410 S4EEl.SCREWS FROM TABLE 46) On LBSz THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A DESIGN PRESSURE OF+50.01.86.0 PSF. P d• FOR THE VERTICAL MULLION: Z a 1)INITIALLY ASSUMING THAT A T WIDE MULLION IS SUITABLE,THE MMULLION LENGTH IS 32'+7--+1•=106'AND THE OPENING WIDTH IS 38•+36'+1''77.REFERENCING SHEET 26, C THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-315'AND WILL W o O EXAMPLE 2:MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+60.01-66JI PSF.IF THE TABLE DOES NOT SHOVNTHE EXACT SI7J=,USE THE NEXT LARGER SIZE AVAILABLE J D. 4 �[ MSLLvalorH-�- FROM TABLE 3A,SHEET 7,THE T X 2.76"X.375*MULLION(LENGTH=108',OPENING WIDTH=80)MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+ft&1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U Q IAol o FROM TABLE 12A,SHEET 16,THE 2'X 4-X.250'MILLION(LENGTH=108',OPENING WIDTH=80)HAS A DESIGN PRESSURE OF+144.7 PSF WHICH EXCEEDS THE REQUIREMENTS SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS- V, � DETAILS. 3 FENESTRATION SHEETS BECAUSE R IS NOW KNOWN THAT THE MULLION WILL ADD T M THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 38'+38'+2"=74,NOT 73'AS PREVIOUSLY PROW= 23 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WmTHS MAY BE REDUCED TO MAINTAIN APPRM �- THE 73'DIMENSION(35-1!2'+35-1/2"+--=737. i ' 2)USE TABLE 126 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXANPLE,ASSUME THE POURED I I CONCRETE HEADER AND SILL ARE W WIDE.IF THE MULLION CUP WkRE TO BE CENTERED WITHIN THE 6•.CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. `pll 1 MUu0J� '•- USING THE STANDARD CUP WITH(8)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-i12'GIVES AN ANGOR CAPACITY OF 1050 LBS WHICR IS GREATER.AND SEE SEE L13RGTH DETAILS. OETAL E, THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 L&S. 3 SHEET323 SMET3 FOR THE HORIZONTAL MULLIONS OPE•MNO mow BECAUSE THE VERTICAL MULL WILL BE A 2-X 4'X 260'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER HOWZ MULLION TYPE COULD BE CHOSEN. QDIR.TRBVISSID kbft M[rLLION eomplYi!®VJIIE IED Fbdtlf 1)THE MULLION LENGTH IS WAND THE OPENING HEIGHT IS 3--+-IJ+2'=108'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAY BE IND USED.FROM TABLE 12A,SHEET 16,THE 2'X 4'X.260'MULLION(@ LIEN07H=4--,OPENING HEIGHT-120')HAS A DESIGN PRESSURE OF+1--170.0 PSF WHICH EXCEEDS THE /z0 REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPYCATKXN.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. U SEE DEraus, 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 ar artJ a Pro Dst Conttol WIDE.F THE MULLION CUP WERE TO BE CENTERED WITHIN THE IP;CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 23 (4)3110' &&CMMCHERS%T AMEDGMIS PANCEP 1-GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOACITYO:L;2TI i i i `T�N�LYNN �35,I�WL ,� 38•.HORTZ. 4)FOR THI?t}CUP 1k:HF O�ZO�TA j Old TO A11TICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 621 LBS.TABLE 128 FOR THE U•CUP SHOWS THE ANCHOR 1�•:'\.\CENSE'•.,.Q ii Muu LENGTH MULL LENGTH CAPAC IVAP I AL"WH% N 1Nd IS GREATER,AND THEREFORE SUITABLE.FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE Q' *,• �t onEwNO VApT!R FwR VERTTCALMULL ANCHOR TYPE IS A#12 STEEL SCREW. _ No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: +/•64.7 PSF FROM THE VERTICAL MULUON', -'O 't'EI I S (u +1-170.0 PSFCWMQ08W HOW--ObUAL MdLUON ATVACNBNGFG GMtk ATE F I11: +1-170.0 POF FROM TIRE 38'HORIZOI•TAL•NUM.ION ATTACKING TO THE VERTICAL MULLION(INTERSECTION). O '•• THE LOWf'SjDESIGRPRESSURElS+1-8!7�FAND W01lULDAPR.YTOALL OFTHE MULLIONS. '� �CORIOP••' VERIFY SI(Bd•I&SSURI? THEA 4STRATIity PRODt1Ct5 USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION ��,,CONAL PRODUC�LL APPLY TO THE BVERALLss�Y.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED AN A LYF)Id MII@E�P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.1EJ 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDALARIANGULAR LOADING: 1 y� LL PW PW P" 717, z m SHIDH SHMM SHJDH SFNDFI j// j Q t(1 4 4 4 4 I � olrcc�r / c LULOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I O] SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i / t SLiD Z LOADING OF VERTICAL MULLION ? N PW Z LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION PW < I < 1 F O PW z SHIDH PA SHIDH SHAH SHIDFI ! O Q O LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION �— SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION I /J PW PW_ HR 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED j DOOR PW P'W i NOTES: RODUCT'RBVISP.D I ron�FlpltlgwiOhIGo plmlda 1)DRAWINGS ARE ding 06d0 RERESENTATIONS OF TYPICAL >G FW CONFIGURATIONS. PW NOT SHOWN MAY BE EXTRAPOLATED FROM Qpppp� / / / / • •1 • THOSE SHOWN. /� /•• • : • • E pTHE LOADING ERMINED,USE CANNOT . �4YNN ,(V` • ••t • RECTANGULAR LOADING. �,1GLNSF •.FSP Pvp / 3)SEE PRODUCTS'APPROVAL FOR 'Z :• No.58705 ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH IN'TERSESTTMIsi HQRjLaNTAt MELtIsNS••I ••• / v` N�.S tL _ ATC T �: ••• • • •• • • •• SOD '�'O�•'•.FCORtOr.•.�j�•�` • •• • • • • SSS' ��;` ••• • • • ; • LOADING OF VERTICAL LOADING OF HORIZONTAL A.Cig%l!'t P.E. MULLION MULLION FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 009 0 0 0 ••• 0 • ALMFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT October 27,2015 Mr.Angelo Petreccia Eurotech Industries Inc. 4201 NE 12'h Terrace Fort Lauderdale,FL 33334 Ref Compliance with 2014 Florida Building Code Aluminum Outswing Entrance Door-LMI NOA# 14-0303.09 (Pending Approval# 15-15-0729.14 for 2014 FBC Update) Dear Mr.Petreccia, The enclosed sealed drawings are copies of drawings presently under submittal to comply with the Florida Building Code (FBC)Fifth Edition(2014)at Miami-Dade County. Miami-Dade has notified our office that: "Due to the high number of submittals received during the last few months, our turnaround times are now over 90 days and they probably will••ba- that way for the next few months". : •'• ' "•';' We are submitting this letter and drawings to be used as the files are pep&glo be 4pMved. Please note that this is subject to the approval of the Building Department ofY4dsidiction...:. •••• If you have any questions,please feel free to contact our office. "" "" .. .. . .. ...... Respectfully, ;•••;• •••••• No 70592)l 9'• * \ i� ,R optp,. 111ZONAL�; oretonins Javad "'ad,P.E. Chief Engineer Y:JMy Documents2JEurotechJ2014 FBC Compliance Letter Double Door-Revision2.doc 1235 SW 871'Avenue I Miami,FL 33174 1 T:305.264.8100 1 F:305.262.6978 1 www.afceng.com I alfarooa@afcengcom - rviicuni-ijaue wtuiLy rage 1 ui i Miami-Dade County Building Product Information for N.O.A. 15-0729.14 NOA 15-0729.14 Superseded—By File Status File Assigned for Technical Review File Classification High velocity hurricane zone Category Doors Subcategory Unknown/Unselected Material Unknown/Unselected Applicant Eurotech Industries. Inc(pc-result detail app.asp?app alias=102049) Expiration—Date null Impact—Rate Unselected/Unknown Maximum_Design_Pressure_Positive 0 Maximum_Design_Pressure_Negabve 0 Description Aluminum Outswing Entrance Door-LMI Green—Sustainable—Attributes NONE ••00:6 For a detailed description on the File Status,click the NOA File Status Key.(/building/pc-result key appasp) Page Last Edited:Wed Apr 22,2015 2:06:29 PM ""� ""• ' •••• •••• ••••. • .••••• .. • .•••• • • • • • •••••• M�.�IAM • • • "00 K-6111 2 1 film 00 000 • http://www.miamidade.gov/building/pc-result_app.asp?fldNOA=15-0729.14&BasicSearc... 10/28/2015 MIAMI•DADE MIAMI-DARE COUNTY s PRODUCT CONTROL,SECTION 11805 SN 26 Street,Croom 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vv%yw.miam1dade.eov/econoM Eurotech Industries,Inc. 4201 NE 12 Terrace Fort Lauderdale,FL 33334 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 Miaini-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 Miatni-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets 1 through 5 of 5,dated 01/15/04 and last revised on FEB 01,2012,prepared by AL-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Rene oval s vamp wilt ow.• • 000 Notice of Acceptance number and expiration date by the Miami-Dade County Product Cotrtrpi Srction.• 0• MISSILE IMPACT RATING: Large and Small Missile Impact : ...... . .. ...... Limitations: •••••• • • • 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs waterl-Af gs in sbddt7. ' .... .... ..... 2.Single or double doors may be mulled with approved clipped mullion or sidelites or transom(ander separate . .. .. . ..... approvals),lower design rating shall apply and such installation to be reviewed&approvgc� y-kHJ. •• •• LABELING:Each unit shall bear a permanent label with the manufacturer's name or lopp city:state andseries and folloNving statement: "Miami-Dade County Product Control Approved",noted herein.! 0 ;0.0,- •••••• RENEWAL of this NOA shall be considered after a renewal application has been filed a' tKe�e has Geeta X10 •••• change in the applicable building code negatively affecting the performance of this product. 0 4,a• 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 Mianni-bade 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 andshallbea ailable for inspection at the job site at the request of the Building Official. s NOA renews NOA#12-0208, consists of this page 1 and evidence pages E-1,as well as approval document mentioned a ove. The submitted documentation was reviewed by Ishaq I.Chanda,-P.E. ,Lz9 AaE coUNrYT NOA No. 14-0303.09 nff ;S � Expiration Date: June 10,2019 Approval Date: May 15,2014 Page I Eurotech Industries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted raider files#12-0208.03/#09-0310.05) 2. Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01,2012,prepared by AL-Farooq Corporation,signed and sealed by Javad Almmad,P.E. B. TESTS(Submitted under files#12-0208.03/#09-0310.05) I. 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 installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-08-2021,08-2022,08-2023 and 08-2024,all dated 03/15/08,signed and sealed by Candido Font, 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 installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-03-1882,08-1889,08-18890 and 08-2024,dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E.Droz-Seda,P.E.(transferred from file#08-0507.10) 3. Tensile Test prepared by Hurricane Engineering&Testing,Test No.HETI-04-T100,dtd(l11J220+i�4, tested per ASTM E8-01,signed&sealed by Rafael E.Droz-Seda,P.E. .•. ••••;• C. CALCULATIONS(Submitted tinder file#12-0208.03) • ...... . .. ...... 1. Anchor Calculations and structural analysis,dated 02/01/2012,prepared by 41--jWgoq Corp.,•signed • and sealed by Javad Ahmad,P.E. •"'• .... .... . . 2. Glazing connplies w/ASTME-1300-02&-04 Goes *see 0000 D. QUALITY ASSURANCE 00:00: •'••' e G so G 0•G• I. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS • . . . . ...... 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours&Co.,.lac. for t2Att"buPont Sentry Glass®Plus",expiring on 11/14/17. 0 0 o s e e s 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc.for tTw1-r"DuPont Butacite PVB Interlayer",expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010,prepared by Al Farooq Corporation,dated 02/14/2014, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conforhnance to FBC 2010&no financial interest,prepared by Al Farooq Corporation,dated 01/25/12,signed and sealed by Javad Alumad,Pel;.(Submitted under file#12- 0208.03). 3. Statement letter dated o2/14/14, issued by EuroTech for renewal with"No Change". 4. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NTOA# 12-0208.03,expiring on June 10,2014. 2. Test proposal#07-3527 approved by BCCO. lshaq 1.Chanda,P.E. Product Control Examiner NOA No.14-0303.09 Expiration Date: June 10,2019 Approval Date: May 15,2014 E- I (2)ADOL.ANCHORS AT 3'O.C. ----------------- ===___= __=_ AT MTO.STILE ENDS 75 3/4- 42" I li SEE SEES TE NOA it I I RED.FOR WOOD OR e1 I, ,I , I FRAME WIDTH WOOD BUCK INSTALLATIONS FRAME WIDTH V FORI RATING DETAILS�i i I 13 MAX. MY I I �I II I 1 HEAD/SILL DOOR HINOES 13"MAX. 5'MAX. 5"MAX- SURFACE APPLIED SEE SHEET 2 HEAD ILL HEAD/SILL lfy5 I j -- --------- I i HEAD/SILL FALSE MUNTINS FOR OVANTITIES -- ----------- CORNERS I A MAY 8E USED &CAPACITY A CORNERS _ U I/ Ui !! I ,1 s / I I SEE SEPARATE NOA A i / I I I II I a 95 FOR SIDELITE li 1 A4 \ ills ro / LEAFRATING AND DETAILS it i / LSkF IN \ -) m W ^ N J \ Al 4I j ll / o m 7 6d3 v tn 1r--- ii `\ i II \ III 6 11 \ / II w O ------------ z C4 O —# cc-------- I v OOOR SEE yy�� ozv F UA E /4- SEE SEPARATE NOA S mG£$l MIAMI-DADE COUNTYAPPROVED WU mGl W &CAPACITY 31 D.L.3OPG. \ V LLION D.L OPG. D.L OPG. \ g O M M 39 1/8' ALUMINUM OUTSWING ENTRANCE DOOR LEAF VADTH LEAF WIDTH LEiV WDTH APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS. TYPICAL ELEVATIONS s ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES LA°i/UC �N IJWAYLQNLyIY® c R USING MIA II-DARE COUNTY APPROVED MULLIONS IN BETWEEN. f�•�IIi 9�AlIM �wl1h ft r d& ° „ ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN @° COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED o3G ?'� g S Aealtraaik �•�/ �bww"s - § S MULLION IN BETWEEN. �MMAiI +:n � iq u cc u;MULLION LOWER DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY •• • •• • •• z`m° HURRICANE ZONE(HVHZ). • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• ••• •• • • • •• o LOADS TO THE STRUCTURE. Em1r,.IAV ANNA9 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT, i EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLA.PE 17DS92 g • ••• i•• ••• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • • • • ••• ••• • • a a NOT PART OF THIS APPROVAL. • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • 0 • • • r� drOWi� MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ••• • • • • • GR-O Z �� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W04-01 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. shoat 1 of $ ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • ITEM I PART/ MQD. OR"IPT70N MATERIAL MANF./SUPPIJER/REMARKS u 1 EROOS AS READ. DOOR FRAME 6083-TB - � 4p 2 ER012 AS READ. DOOR LEAF 6683-T6 - 1 3 V21566 1/LEAF DOOR RASE BOARD 8083-T8 - Z 4 VZ-1483 1/DOOR FRAME SILL 5083-76 - �r 8 - 1/DOOR SILL BASE 8083-76 - m 1 . _ 6 VZ-1481 AS RE00. ASTRAGAL STILE 61183-76 - Lb, T 1 VZ-1338 4/LEAF GLAZING BEAD 8063-T6 - Q 8 8 2801 AS REOD. GLAZING GASKET EPOM OUROMETER 7819 SHORE A IL --- 10 tool/so 1/CORNER CORNER KEY ALUL410M MONTICELLO 11 00800% 41 LEAF HINGES ALUMINUM Gomm V FF 1cy 2 110 X 3/8'__4/HINGE HINGE INSTALLATION SCREWS _ PH MACHINE SCREWS Q 13 - _ AS READ. BULB WSMPPM __ - - v n 3 14 110 x 2' u REQO. ASSEMBLY SCREWS - _HH SELF DRILL69G Q! 4D 16 112 X 1-1/41 FRAME ASSEMBLY SCREWS 0 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY -PSF 3/18'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS n SINGLE (It) DOORS SINGLE(X)DOORS DOUBLE(XX) DOORS by DOOR SIZE GLASS TYPE'A' DOOR SIZE GLASS TYPE'B' DOOR SIZE JGLASS TYPE'A'OR'B' .090'INTERLAYER .100'INTERLAYER WIDTH HEIGHT EXT.(+) INT. (-) WIDTH HEIGHT EXT. (+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) BUTACITE PVB BY'DUPONT' SENTRYGLAS BY'DUPONT' Z 2/6 78.0 85.0 2/6 100.0 140.0 8 0 8 JB 75 3/16'HEAT STREWD GLASS 3/18'HEAT STREWD GLASS (/1 3/0 8/8 75.0 &SIO 3/0 6/B 100.0 140.0 (( eJ4 75.0 75.0 w lAl w eel"t 3/6 75,0 85M 3/3 100.0 140.0 75. 0 U rMj 4 2/6 75.0 85.0 2/6 100.0 140.0 8/4 7/0 75.0 75.0 Q z 3 0 7/0 75. .O 3/0 7/0 100.0 140.0 5/0 75.0 75.0 n SILICONE � SILICONE 8/1 z ' GE SCS 2800 ' GE SCS 2B00 Z m 3/8 7s.0 85.0 3/3 100.0 140.0 6/4 75.0 75.0 SILGIAZE H SILGLAZE H z w 2 2/8 100.0 140.0 LOADS SHOWN ABOVE ARE FOR N ro 'I io I. T I 3/0 6/0 75.0 85.0 3/0 8/0 100.0 140.0INSTALLATIONS WHERE WATER INFILTRATION B 8 U L.i o 3/6 75.0 88.0 3/3 100.0 140.0 RESISTANCE 3 NOT REOUIIED. LIMIT EUO R(+)LOADS TO 48 PSF i O Z g DOORS APPROVED FOR INSTALLATIONS DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER WHERE WATER NFILTRATTON RESISTANCE WHERE WATER INFILTRATIDN RESISTANCE INFILTRATION RESISTANCE LS REQUIRED. I C4 1S REQNRED. LS REQUIREO. O LOCKS SINGLE DOORS: LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS: 3 POINT LOCK SYSTEM AT ACTIVE LOCK STU MANUALLY OPERATED CONCEALED FLUSH BOLTS AT erTnAE LEec: GLASS TYPE 'A' GLASS TYPE 38'FROM BOTTOM,KEY OPERATED ON TOP AND BOTTOM OF ACTIVE LEAF PART 102181 MANU&LY OPERATED CONCEALED FLUSH BOLTS ATr"Outicir scasm [erTh EXTERIOR AND THUMB TURN ON INTERKIR. ATTACHED WITH(4)110 X 1-1/2'SMS. TOP AND BOTTOM OF ACTIVE LEAF PART/02181 PRODUCq t tnswan �LAZING OPTIONS whb to STRIKE PLATE 3 POINT LOCK SYSTEMAT ALINE LOCK STILE ATTACHED WITH(4)18 X 1-1/2'SMS. u pompl3tt•RA 1At iYtli• «� �'IGc�y o 1-1/4'X t/4'X 16-1/4'LONG 36'FROM BOTTOM,KEY OPERATED ON DRERICR 3 POINT LOCK SYSTEMA AT ACTIVE LOCK STD.E SHWAR Ce6t ATTACHED WITH(2)IBX 3/4'SFAS AND THUMB TURN ON H4TERI0R. AaW ntoN•/ -r.3o,3.,1? /, ASt14s4•ae 38'FROM BOTTOM,KEY OPERATED ON EXTERIOR EsPinlle•'bt1Fr STRIKE PLATE AND THUMB TURN ON INTERIOR. I t c HINGES SINGLE DOORS' 1-1/4"X 1/4'X 16-1/4'LONG S-<< ATTACHED WITH(2)/B X 3/4-SMS TWO-HANGED COMB TING INACTIVE LEAF M NOTE: EXTRUDEDAL1u6NUM BRIDGE 2 GLASS CAPACITIES ON THIS SHEET ARE BY'GIESSE' HINGES SINGLfi DOOR •• •WNIYLLY•OPER*ED CQFICF4"D WFm BOLTS AT p d --� • TEP AND GOTT•M OF 8•ACTW LLiAF PART 102168 BASED ON ASTM E1300-04 (3 SEC. GUSTS) m (5)PER LEAF TyTp_ pEp COMB wN<i • RTACH1�44WT}/4 AND FLORIDA BUILDING COMMISSION $ AT 6, t2',35",63-t/2'AND • •• • • •(i/6i i X10 ' DECLARATORY STATEMENT DCA05-DEC-219 92-1/2'FROM TOP OF DOOR EXTRUDED ALUMINUM BRIDGE 2 By IGMWEI (7)PER LEAF AT 7/0 AND 8/0 DOORS TMip_ pEp COMB HIND AT 3',9' OTT M,ONE FROM EXTRUDED ALUMINUM BRIDGE 2 Orr.JAVAD AHMAD o TOP AND BOTTOM.ONE O MIDSPAN BY'GBSSE' CIVIL (8)PER LEAF'AT 6/8 DOORS P FLA.PE AT 3",9'AND 26-3/8"FROM • •• AT)8'T? '• 1 J2• • ••• CAN. TOP AND BOTTOM • 92-1/;'FRO$�TO OF D00f;• r y a '. • • • • • • • • •• ` droWfng no. NOTE:TOP AND BOTTOM FLUSH BOLTS AT BE W04-01 ENGAGED DURING PERIODS OF HURRICANE WARNING. FEB (sheat 2 oT 5) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 18Y TYPICAL ANCHORS TYPICAL ANCHORS WOOD BUCK SEE ELEVATIONS TYPICAL ANCHORS too SEE ELEVATIONS METAL •FOR SPACING FOR SPACING SEE ELEVATIONS STRUCTURE v iE O I 5 FOR SPACING z EDGE DI EDGE DIST. e E¢GE DIST. T $ 13 cy3u '00 73 TYPICAL ANCHORS ACCESS HOLES SEE ELEVATIONS WITH PLUGS wn FOR SPACING 7 2 jl F�QER RAN NOA WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND n , a�•=�� RATING AND,DETAILS _ N I TRANSFER THEM TO THE BUILDING STRUCTURE. 2.ff__R S o nti TY ' SEE ELEV.FOR SPACING J ____- " n=177 KSI.FY-155 KSI) INTO OR WOOD STRUCTURES �' M O 1-3/B" M. D =w HRU 1BY BUCKS INTO CONC. OR MASONRY W ~ o � 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z -n _ , 13 MIAMI_DADE COUNTY D1REC N��R-kl7g9fC SEEAPPROVED SEPARA�OA atamppi�t ON PRGDUCII`42�61MII 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Lq 0 zd BdQlejCed. 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0 g TYPICAL ANCHORS Agmpl�ea N•14___�� ,,-;'t�' N SEE ELEV.FOR SPACUIG 6t�ty1lea INTO MIAMI-OADE COUNTY APPROVED MULLIONS � �v� INTO METAL STRUCTURES 0 I ALUMINUM : 1/8" THKN IN. (6063-T5 MIN.) i 7 2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 7 TYPICAL EDGE DISTANCE o E INTO CONCRETE AND MASONRY = 2-1/2" MIN. �B x 1/2"sus VluiiuGYNCY1SBOwm ea.petM INTO WOOD STRUCTURE - 1" MIN. 3'FROM ENDS ..ANN1•� INTO METAL STRUCTURE = 3/4" MIN. AND 10'O.C.MAX. A,�ygeTy12`a2c •.^.3 3 •INM_.(a� CONCRETE AT HEAD.SILL OR JAMBS re a 360 PS!MIN. 4 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. Oat2xt"SMS •• ••• • • • • • •• 3• gAT 2'O.C.MAX. • • • • • • • • •C� T CENTER OF SILL •• • • SEALANTS•• ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITHECD,AT •• ••• •• 6 • • •• ADSEL OR TEKNA 50729 SEALANTS. OUBLE(XX) DOORS NLY Engr.JAVAD MOAAD o i PI 12 IL 000• ••• ••• • ••• ••• y ECGE • •• • • • • • • •• ( drawing' no. OTYPICAL ANCHORS H ••• • • • • • `--((,�; ,1 W04-01 SEE ELEV.FOR SPACING Z4w (shBet 30f $ ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1 L 1/4"MAX. O SHIM SPACE 1/4'MAX• za 1/4'MAX. SHIM p a METAL 6p (2)18 X 354 O STRUCTURE CI TYPICAL ANCHORS OR V✓M �. ACTIVE LEAF FOR SPACINSEE ELEV. G h�{ . � 13 13 Cf Q 1 TYPICAL SEEELEV. r 't Q a l l FOR SPACING 12 O EXTERIOR 13 is TYPICAL ANCHORS _ ^ SEE ELLV. 11 2 D.L.Opt•,. FOR SPACING v S PRdDU}.7'3�RBAEID c�� U igb LEAF Vim y�rnu�ytyl�niettih llt tlbtldA C AZA `t of 144, - FRAME 1710TH gtyhAypyO p^•ir. M SINGLE DOOR �:= - r !!,.• , ~� COUNTY �R�MU O Z x SEE SEPARATE NOA N m 1/4'MAX. Y SHIM 5 V L30 11 II 1 1� Z Q xi II II WOOD BUCK ...7 v -------------�---- SEE __-,I 1 a it II I SEE SEPARATE N�1 4 i i ACTIVE LEAF IN-ACTIVE LEAF a FOR SIDEUTE 8 RATING AND OETAILS 6 11 1 Ijh II 1 13 18 •v • a II 11 I -_—_ _— _ 7 • R °m �L r___ dL J v_..____ ,�vl__ __J�'-� - '. SEE EL ANCHORS _.. _ FOR SPACING 12 13 D. 0. °. 11 2 EXTERIOR \(2) IS X 3/4' 0 • • •• LEAF WIDTH • S LEAF�YADTF(�• • • • • • • • APA1dE VI{�{}t p DOUBLE DOOR Dwe Engr. IAVAo AHMAO CIVILo v84DUCT RLVISPB FLA. E70692 0 •• 0:9 ••• • ••• •••nn" VA&A.Flamm C.A.N.odgh-5 006 5838 ii •• i i •• w'M b-UZC •cc3 /'� I $ 8 5 •: ( FE 2012 0 ••• • • • • • �, _ drowin N�- W04-01 Gshaei 4 of $ ••• • • • • •t• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S 1 3.937 10 070 ® ^� e IIS` 10 1.81 85 ❑� 1.634 ® O k 2. 8 / � P 28 h-1.772 d O DOOR FRAME �t.77r-- p dl 'T 2.830 � [% 3.673 T-070 2.819 O n L t M24 s d 2.047.- ERAME TOP CORNER g Z O DOOR LEAF W w ton t.77z-1 i t4 z Z�_�� / PkaDUCT8rfi8fYr9 .087 IVWrB w o 3.937 u cea1 •UA O O Z O i 3.177 2.821 coo eta kr/'`'-!�.':3•C:�% g Oj Q 5 1.838-�•I O DOOR BASE BOARD `o ..1 03589 t. r-2.402-1 � sOAU=w�0OAhUt74'kNSV%I26t8l-Df FhM v$ Gcc 70063 2 d17 $ FRAME BOTTOM CORNER •. • . • . . .. 744 • • •• • • • • • o<m� 1.772 .591 • • • • • • •LEF CORNERS • • • 4 FRAME SILL C of • •• • ••ASTRAGAL STILE ,. Ertgr.JAS � •� o p--2.000-1 1.000 FIA.PE/70592 o n X33 • •.• ••• • .•• •.• CAN.35JB , 1.000 .094 .846 • p 8 • • • • .050 • • • r .1 GV�ZO L • • • • • • • / -�I 1.20t ••• • • • • • j. ' W04-01 QS SILL BASE O GIA71NG READ Z (shoat 5 of 5) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •