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WS-16-1115 Miami Shores Village Permit,TY 'WJndQ *($hlttefS 10050 N.E.2nd Avenue NW ' Window/Door,$0 Ia Miami Shores,FL 33138-0000 �— ft7i7 v� ;Fti�s ;��PRV �' a Phone: (305)795 2204 F�oR� Expiration: 10/23! 16 lug t��/ 016 p Project Address Parcel Number Applicant 102 NW 100 Street 1131010220370 Miami Shores, FL 33138- Block: Lot: MARLENE ANNE PAMANDANAN Owner Information Address Phone Cell MARLENE ANNE PAMANDANAN JARIN 102 NW 100 Street MIAMI SHORES FL 33138- 102 NW 100 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 Valuation: $ 16,628.00 Total Sq Feet: 0 Type of Work:REPLACE 1 WINDOW AND 2 DOORS Available Inspections: No of Openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.20 DBPR Fee Invoke# WS-4-16-59534 $2.00 04/26/2016 Check#:22330 $ 173.20 $0.00 DCA Fee $2.00 Education Surcharge $3.40 Permit Fee $130.00 Scanning Fee $12.00 Technology Fee $13.60 Total: $173.20 In consideration of the issuance to mLispermit,, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformi ,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responrk done by either myself, my agent, servants, or employes. I understand that separate permits are required forELECTRICAL,PLUMBIN WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify thformation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ntractor to do the work stated. April 26, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 26, 2016 1 � r t Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-262757 Permit Number: WS-4-16-1115 Scheduled Inspection Date: August 05,2016 Permit Type: Windows/Shutters Inspector: Mesa, Michel Inspection Type: Final Owner: PAMANDANAN JARIN, MARLENE ANNE Work Classification: Window/Door Replacement Job Address:102 NW 100 Street Miami Shores, FL 33138- Phone Number Parcel Number 1131010220370 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 1 WINDOW AND 2 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed I CREATED AS REINSPECTION FOR INSP-260514. CREATED AS REINSPECTION FOR INSP-257541. 6-7-16 NEED ATTACHMENT APPROVED FIRST. 7-7-16 Failed NEED ATTACHMENT APPROVED FIRST. Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 04,2016 For Inspections please call: (305)762-4949 Page 16 of 35 Miami Shores Village l CETVF"ID Building Department APR 2 6 2016 ' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ��. Tel:(305)795-2204 Fax:(305)756-8972 =Xzi;z=j INSPECTION LINE PHONE NUMBER:(305)762-4949 S` 1 ��FBC 201`{ BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. FE-IBUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 002 NUJ QOO `'-- City: Miami Shores County: Miami Dade zip: 331 50 Folio/Parcel#: 1) -'3 101-(D 031® Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 1"►A�l�—N� A-• PAr1A jM"AW Phone#: Address: . 102 Nth 10(D Sr. City: 111p ril '-M®eutS State: r--L-- Zip: -3 S'0 Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ 0P o�P'Zb Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace ❑ Demolition Description of Work: REPLACE 1 W I WDQVJ bU® 2 J 5 Lk�I rAPA Cr - S 1ZoE- F00— 61Z.F- Specify color of c thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ' (Revised02/24/2014) Bonding Company's Name(if applicable) N/A Bonding Company's Address N/A city N/A State N/A Zip N/A Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. s -- Q Signature �`� Signatur OWNER or T CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ZO day of AV(LIL- ,20 0� by ZI day of d 120 Ifa by � �o is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and7�b did take an oath. NOTARY PUBLIC: NOTARY PUBLIC �-g��o�6 eH � � �O� •00�VJcA Sign: Sign: Print: `� Print: o0 a°t Y P6Bz, ANTONIO HERNAND 0 Seal: • " EZ Seal: * MY COMMISSION#FF 164915 EXPIRES:October ,201 'OF Flo'\ Bonded Thru Budget Nota Sery APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County http://www.miamidade.gov/propertysearcH/#/report/summary OFFICE 4F THE PROPERTY APPRAISER Summary Report Generated On:4/14/2016 Property Information Folio: 11-3101-022-0370 Property Address: 102 NW 100 ST rrb Miami Shores,FL 33150-1206 " Owner MARLENE ANNE PAMANDANAN JAW N Mailing Address 102 NW 100 STREET MIAMI SHORES,FL 33150 USA Primary Zone 0800 SGL FAMILY-1701-1900 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/2/0 Floors 1 t, Living Units 1 Actual Area 2,881 Sq.Ft Living Area 2,793 Sq.Ft Adjusted Area 2,640 Sq.Ft Taxable Value Information Lot Size 9,222.12 Sq.Ft 2015 2014 2013 Year Built 1950 County Exemption Value 1 $50,000 $0 $0 Assessment Information Taxable Value $347,2911 $361,464 $328,604 Year 2015 2014 2013 School Board Land Value $150,026 $124,637 $83,091 Exemption Value $25,000 $0 $0 Building Value $246,075 $242,004 $244,297 Taxable Value 1 $372,291 $367,844 $328,604 XF Value $1,190 $1,2031 $1,216 City Market Value j $397,291 $367,844 $328,604 Exemption Value $50,000 $0 $0 Assessed Value 1 $397,291 $361,464 $328,604 Taxable Value 1 $347,2911 $361,4641 $328,604 Regional Benefits Information Exemption Value 1 $50,000 $0 $0 Benefit Type 2015 2014 2013 Taxable Value 1 $347,291 $361,464 $328,604 Non-Homestead Cap Assessment Reduction $6,380 Homestead Exemption $25,000 Sales Information Second Homestead Exemption $25,000 Previous Price OR Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sale Book-Page Board,City,Regional). 09/28/2012 $311,000 28323-3718 Financial inst or"In Lieu of Forclosure"stated Short Legal Description 03/05/2012 $111,100 28040-4201 Financial inst or"In Lieu of 1 53 41 Forclosure"stated GOLD CREST PB 21-56 03/01/1997 $80,000 17586-0595 Sales which are qualified LOT 6 E1/2 OF LOT 5 BLK 5 03/01/1978 $39,500 09986-1899 Sales which are qualified LOT SIZE 85.390 X 108 OR 17586-0595 03971 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 IvMami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govAnfo/disclaimer.asp Version: 1 of 1 4/14/2016 4:04 PM 5 c a Specialty Englneeting ConsuRen•,Inc. a S 1588 SW 30 Avenue Sttlte 020 ° nEF.4 2c jr Velo�es br So1M 90*18 f _ Dade &owmd Palm Beech n n Boynton FL CA 03�� X ` Risk Cat 1 165 156 156 Law risk to hums sheds 5 Risk CaL2 175 170 170 Sm FamilyResidee= /nit n�v os am lad Risk CaL 384 186 180 1811 Essemial Feditic '1 11 1\ of Ug 1Cnmte mMe MIM based on the mean roof hL And shall not exceed W-O. 2 eaeures ere for an enclosed shuRers or other Impact resistance pmtecfiw mq*4. V(mph) 175 1620 FBC fm HVHZ,or Fig.26.5-1e 3 User shell determine the mean roof Eave helght+Roof Peek Risk Category II Table 1.5-1,page 2 4 End zone dMance Is the lessor of 100/6 of lengh 100k of w6d01 or 40%01 the mean roof heW and not less than 3'-0' Expasme C S.W.26.7 5 If 50%of a componerd Is Ina pailicular zone then that componerd Is considered m be in zone with the rrtalorfty of the area.if quesgonable then Wace in Zone 5 Kd 0.85 Tabt.26.6-1,page 250 6 Each component Mtdow door,muNon ttea a area Oud Is area to be used.Ates of components to rounded down bid shall trot be less than 10 sf. Ku 1 Figmc 26.8.1,peg.252 7 For NOA's that r ulm a Kd=1.0 then m the values�herein 1.18. Gepi 0.18 118 0.55 8 WInd essutes are based on Allowable meas d n. pitch ofreof 3/12 14.0 degrees 9 res gated hereht ate ve0d(or B and C eltd D.max roof h m theta 14.0 degreer 10 Cheds end values prded herekt are o va0d when ned dated and seated M PE 056214 or Mark LeBlanc PE 935853 or Adam D.LeBlanc PE977012 11 JWhW design Wessuresere calculated in eaxnlence whh ASCE 7-10 Method 2 12 No reducibn is taken for slopes less 0w 10 degrees. Area ofcomponug Area ofasuntol Arm efcoreponcut Area ofoompoomd Arae ofoacrowboA Area ofoompownt Area OfCOMDOnent Area of A-of Arced ArAru ofoopuDoncut 10.0 15.0 d 20.0 d 25.0 of 30.0 of 35.0 d 40.0 of 45.0 sF 50.0 d' 55.0 of 60.0 sf Mem Red - Hai Zone 4 Zotro"5 Zone 4 Zotre 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone S Zone 4 Zone 5 one 4 Zorre 5 e 4 Zone 5 Zone 4 Zone 5 Zone 4 Zorro 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 33.4 35.0 35.0 15 43.4 -53.6 -42.2 -51.3 41.8 -50.6 -41.4 49.8 41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 45.2 -38.6 -44.5 39.3 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 -14.0 -54.4 -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 -04.6 -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 -4(1.4 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 43.9 -53.3 43.5 -52.6 43.0 -51.8 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 -48.6 40.9 47.8 -40.5 47.0 40.1 46.2 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 43.7 -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 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 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 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 -58.1 45.8 -55.6 45.3 -54.8 44.9 -54.0 -04.4 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 49.9 42.2 49.0 41.8 48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 47.5 -58.7 46.2 -56.2 45.8 -55.3 45.3 -54.5 44.9 -53.7 -44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.3 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -39.2 46.6 -56.7 -06.2 -35.8 45.7 -55.0 45.3 -54.1 -44.8 -53.3 44.4 -32.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.3 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 1 48.8 -60.2 47.4 47.6 47.0 -56.8 -46.5 -55.9 46.0 1 -55.1 45.6 -54.2 45.1 -53.4 -44.7 -52.5 44.2 -51.6 1 43.7 -50.8 1 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 1 47.3 -57.2 46.9 -56.4 -46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 -04.6 -52.0 44.1 -51.2 -43.6- -50.3 45.7 43.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 SI'A• •aC8 • •41.1• .3: • .8 40.8 40.4 49A'�. 39.9 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 -46.8 -55.9 46.3 -55.1 45.8 -59.2 •945.{ 1 43.39 •44.9 -52.4 -44.4 •,' i1.6• �-44'U,,� S 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 4241• 0411 f41.t T%: '461 41.1 40.7„"; a 40.7- _140.2-- 29 4.2 29 49.9 1 -61.6 --4. 48.0 1 -58.1 1 47.6 -57.2 47.1 -56.3 1 -06.6 -55.5 4W •e%6 ••45.7• 43.7• 1•05.2 -52.8 -44'g'� 46.3 46.3 44.9 44.9 :'44,4 ..44,4_.. , 4�. . 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 #9� °° '� 40.5 40.5 30 -50.3 -62.1 - 47.9 ) 5�.6 47.4 -56. 47.0 -55.9 -46.5 -55.0 46.0 -54.1 45.6 -53.2 ��S ° -52.3 -51.4 o a V •. .. . . . . . . APS 1- LI . o R 0 so ------ ----_-- /if• . • • �a� ® !ni L]�� • • • • • • • • ess°I°�� ° _I/\�^dCE ^JiTli f1LL FED HAL O •• • • •• •• p • • • • • • ®G®©t1B6LpC�S�G�'y � s1 (� -� LIIS MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:102 NW 100 ST MIAMI SHORES FL 33150 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW 15-0528.26 +80.0 -80.0 +40.1 -43.4 72 x 181/4 NO 2 x 4 YES 2 DOOR 15-0729.14 +75.0 -75.0 731/4 x 79 3/4 14-1105.01 3 .(, 15-0409.02 +60.0 -60.0 .j, -53.6 591/4 x 791/2 .l• .L .. ... . . . . . .. . .. . . . ... . .. !t• .. • • • •• . . . . . . ... . . . .. .. . . . .. .. ... . . . •• 0 0 FHA - DIAGRAM SHEET GdorasDaa o-aoreaa�arccprm,v4mscr,meae MEASURING TECH MEASURE DATE ea�oea�a�s CUSTOMER'S NAME FHA LEAD NUMBER TYPE OF PROPERTY ROOF HEIGHT FLOOR NUMBER TOTAL#OF FLOORS Al 14 Goo • x -•t •• _ —�aa�a.rr'•�—,- _—_.--_ •- } _ _ter°� -- i • t • ••.••y•--- _ _ _— -- ---— e , •i• • _ j 0000 •_ - - -- -- -- op, , l -- i i ; — r 3' 1 .i. 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.miamidnde.gov/economy. PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: .... This NOA is being issued under the applicable rules and regulations governing they use of constxuctiou..•.. materials. The documentation submitted has been reviewed and accepted by Miami Dade Coloy•RER - •, Product Control Section to be used in Miami Dade County and other areas where Ri C*td by the Authority••••• Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miairt!brie Comityeuroduct• • Control Section(In Miami Dade County)and/or the AIIJ(in areas other than Mi ji id Coq;ty19 reservg • the right to have this product or material tested for quality assurance purposes. )i.ftj produCt 91 i0aterial••••• fails to perform in the accepted manner,the manufacturer will incur the expense of sysb testing and the AHJ .' may immediately revoke, modify, or suspend the use of such product or materia: w>ilh>in them 'tirisdiction....:• RER reserves the right to revoke this acceptance,if it is determined by Miami Daae CpVty Pre uct tontroi....; Section that this product or material fails to meet the requirements of the applicable bi tildtng code.*:*. . This product is approved as described herein, and has been designed to comply with the Florrcra Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: one:DESCRIPTION: Series"PW-701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,thein 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#13-0502.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0528.26 �FjjjMlAhibDA aq l,_ ft7fExpiration Date: February 19,2019 2 J1� Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets I through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. •••• . . .... ...... B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94••• •• •••• ••••• 2)Uniform Static Air Pressure Test,Loading pq.V.BC,TAS 2q2-94 :0060: 3)Water Resistance Test,per FBC,TAS 202-94... •••• 00:90 4)Large Missile Impact Test per FBC,TAS 28t;e94 .••;• ••'••• 5)Cyclic Wind Pressure Loading per FBC,TAS 243-94 6)Forced Entry Test,per FBC 2411.3.2.1,anc rMt 02-9.4 ••••;• along with marked-up drawings and installation diagram of analurninum fl188" window,prepared by Fenestration Testing Laboratory, Inc.,TAst4teport Np..•;•• •••• FTL-7212, dated 03/21/13,signed and sealed by Marlin D. Brinson,P.E. " (Submitted under previous NOA No. 13-0502.03) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively,all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t" Edition (2014),dated 05/20/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). eag - Manue Perez Z., Product Control Exe '.er NOA No.15-0528.26 Expiration Date: February 19,2019 Approval Date: July 092015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas©(Clear and White) Glass InterIayers"dated 06/25415, expiring on 07/04/18. ' . . .... ...... 3. TREMCO Part No.TR-14271E EPDM exterior glazing gaskAmoo plying vyith the • following: "':" 0000 666990 a) ASTM C864 Specification for Dense Elastomeric Compres1iQ�deal CTAsAets, ;•••- Setting Blocks, and Spacers with Option II exceptions. ..... b) ASTM D412 Standard Test Methods for Vulcanized Rubber p6.Thernw%hTtic, ..... Elastomers—Tension of 1600 PSI. .. .. .. . 00 00" c) ASTM D395B Test Methods for Rubber Property--Comp'ress15i Set for 22 HRS... ;• 158°F. 6 d) ASTM D 624 Test Method for Tear Strength of Conventiorai WIcani;ed-Aybber:•a 0 and Thermoplastic Elastomers of 143 lb/in. .. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'" Edition (2014), dated May 20,2015,issued by manufacturer,signed and seated by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31./03 respectively, all signed and sealed by Joseph C. Chan,P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. ManuelPe Product Control r NOA No- 15-926 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 GENERAL NOTES:SERIES 720/820 DESIGN PRE39URE RATING�Ml �LARGE G IMPACT-RESISTANT FIXED WINDOW VARIES, SMALLSEE SHEET$2-5 STANCE 1)THIS PRODUCT HASBEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48•nP-TO-TTP WIDTH BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 4T BUCK WIDTH 46'BUCK WIDTH 48'BUCK WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN UGHTVISIBLE 4 LIGHT 48-H VISIBLE WIND-BORNE DEBRIS REGIONS FOR INSULATED GLASS LIOHTW/ID7H LI(iF� LIf�iTVYIDTH PRODplying d1SAD INSTALLATIONS ABOVE 30'IN 771E HVHZ,THE OUTBOARD �"'I - 6'MAX' rilD,SHEET 7� 2'MAX. m Building � with FlMide 8°MAX. F,StIEET$ � � BoBdmg Coda Wo LITE(CAP)MUST TEMPERED. S. SHEET 8 H,SHEET 9 AcoaPlae¢o No S-O o Data 3)FOR MASONRY APPLICATIONS IN MIAMI-RADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY I I I Mi Nrodusl ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS i C E,SHEET 8 I E.SHEET 8 WERE SOUTHERN PINE,ASTM 000 CONCRETE MASONRY A SHEETB 66' SHEET? I SHEET? O,SHEET9 O, EETB EDATEN 7J02N6DATE UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEETS BUCK 88' , 4)ALL WOOD BUCKS LESS THAN 1.12'THICK ARE TO BE J I HEIGHT —� —_— BUCK __ CONSIDERED 1X INSTALLATIONS 1X WOOD BUCKS ARE r I+ HEIGHT 83-114• OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. � i J 92-W -�• / WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR 17 MAX / VISIBLE 12'MAX. / 93.1!4• VISIBLE v GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE O.C. I LIGHT O.C. I VISIBLE S"MRK I / EI13H'T ¢ DESIGNED TO PROPERLY TRANSFER LOADS TO THE / HEIGHT LIGHT O� I / STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS , 1 g8• HES BUCK Y d THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP--TO HEIGHT Z4 ARCHITECT OF RECORD.(AOR} I HETIPIGHT 0 a N r B)ANCHOR LLEMBEDMENT DRESSING O BASE MATERS!.SHALL S I I d' eTaO O BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF i i I O W SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED J Of G ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION - Z (� p ANCHORS SHOULD BE SEALED.OVERALL I I to SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF 8- I--..-8.yl F- 12'MAX,O.C. 8' yD�( ft- 12'MAX.O.C.2•MAK H,SHEET 0 U U X y g INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MqX SHEET 8 MAX SHEET 7 S MAK O.C. THE SCOPE OF THESE INSTRUCTIONS 8)MAX.1/4•SHOdSARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION. wj Y .-z z so LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UN ELEVATION(TESTED UNIT) (TESTED UNIT) z a z °� F F tl SUBSTRATE.USE SHIMS CAPABLEj OF TRANSFERRING g O APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: 1Y O.C. SHAPES SHOWN BELOW SIMILAR,MAYBE USED BY WSCRIM TH THE SHAPE INA BLOCK Z W THEM BY THE WINDOW. GUIDE TO SHEETS: MAK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM TE TABLES ON SHEETS 2.8. ® Z aif I-YS MAX.ANCHOR SPACING TO BE 8' . .MAXFOR ALL CURVED FRAME 7)DESIGN PRESSURES: GENERAL NOTES...._.._.....»»._.1 j�/ FROM CORNERS AND 12"OCW A NEGATIVE DESIGN LOADS BASED ON STRUCTUR/LLJCYCLE ELEVATIONS............_................1 I MEMBERS,SEE FIGURE 1,THIS SHEET. 1- TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLA73NO DETAILS.........—.-.2-5 $8 g at�S E13iHL DESIGN PRESSURES..._......._....2-6 ITD.C. WIDTH =( IfEll, WIDTH--I WIDTH--i I�WIDTH-►I Z 3,POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE..........6 MAX 1 —— —— 1 — -1PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE.FRAME INSTALLATION,EQUAL-LEG-_..7Lu ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,INT.FIN A.»._._..8 I I I ,dj II �j I WINSTALLATION,INT.FIN B._.._..9P/ 9/ UL FL8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY._._.............10 ' = x I I I LL O DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSK)N PROFILES..»...........10 MAX 1 1 J i L— — TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS, PARTS LIST..._..........._.._»..»«..10 1. - - INCREASE HAS NOT BEEN USED INTHE DESIGN OFTHIS T �_WD�i ®rjTl�-�l (�-WIDTH--I Imo-WIDTH�I \`111111IIIII,//j PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR T u.-JI a� • r --T 7- �� 1A�( LYN�r THE EVALUATION OF ANCHORS INTO WOOD.ANCHOR37HAT TABLE 1: T r`— y `20.•••••••COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPE DeaodptIon 3 •• • •• ` �;• 1.tCENSHALL MEET THE REQUIREMENTS OF THE FLORIDA iiBUILDING CODE FOR CORROSION RESISTANCE. 1 71W Lod 18•An-. PVB-3+18'HS � � •• • I •• x _ No.587052 9)REFERENCES:TEST REPORTS FTL•3835,3860 8 7212; 3 1-1118'Lem!.IG 1S'T-7118'AU-3118'Aa•AW PVB•3118•HS 3L— —J 1!L311 ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSIfAF&PA 4 1-1/ffi'LrarlL IG 18'T-7116'AIT•3118'}IB-.080'PVB-3118•IIS 3 WIDTHUI' NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN _I�—WIBTH � WIDmTM - y�� r 5 MANUAL. 5 7/1GLwrd 18•An-.0VSG-3/16'An 4 —.�.�., �r`�•� �,— • -1 ��---- :nom-., F TE OF �. 8 1178'Lem i 16•H$-.O6t7'30-9118'HS 4 - 7 1-U18•lemi.IG 18•T-7/18'Air-&18'An•.000'8G-3118'An 6 • • • A, • I '•,�`•'•..<O�IDA,.•'�\rte: 10)THE 720 SERIES USES A PVB INTERLAYER,THE 820 a) • • • •• • 1 i,/ss� •••••• ``��SERIES USES AN SG INTERLAYER.THE 720 AND 820 SERVES 6 1-U18'LemL IG 18'T•7/18'A6-9118'H9-.OgO'SG•3M8'H8 6 e • • I•• • <Lu _� MAY ALSO BE REFERRED AS THE 761 SERIES A'SG'='KURARAY SENTRYGL/lS INTERLAYER•BY KURARAY AMERICA.INC. x "PVB'='KURARAY BUTACIT PVB INTERLAYER'BY KURARAY AMERICA,INC. 1 •• • I•I• • 1 1 A.LYNNP.EMILLER,P.E. .6 X706 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: Window Design Pressure(+f-,pal)for Glass Type 1 areSideon 7/18'LAMINATED I� 87.7!8f 72 A 76 80 1 84 88 1 92 95 109 104 109•UZ GLASS STACK I +1.80 4!410 +140 +/40 +140 +140 040 +140 +/4D +1.80 -AO +1.60 +1.811 +1.80 +140 71.80 HAO 0.60 HAD +140 +140 .09W PVB INTERLAYER 34 +1.80 +1.80 6.80 +TAD +1.80 +1.80 14.80 .140 +17.89 0-79.9 0.79.4 366'HEAT STRENGTHENED GLASS 38 7180 71.80 +1-80 N•80 +140 H H-79. +1.772 +/.75.1 -173.4 *1-72.2 3/18'ANNEALED GLASS PRODUCERBVISI� 38 +/-BD +140 +140 +140 +MAO 71-7 1 H-75.2 +1-725 +/.70.3 043.5 +1.86.3 asmmMYNBwilhtireFtoride 40 +1-80 +1:9 *1AO +1.79.8 H-77.2 +1.74.3 +/-71.3 047.9 +145.1 043.4 +141.6 O Building 42 +1410 +140 +1.80 -•77.4 +/-74.3 +1.71.3 +148.2 +1-647 *141.6 +159.8 +158.2 4 11 Axeplmw Nt USED AT CURVED Date 44 +100 H-80 +l-78.9 +/-75.4 +!•72.1 +1469 +W a 0422 +159.7 +157.5 FRAME MEMBERS ONLYBY 46 +IAO +140 +1-77.2 +1•73.6 41-70.1 +1.868 4!43.6 040.3 +157.7 29 as I•++- LONG SIDE Mi S 48 +140 ;•79.3 +1.75.6 +1.71.9 41748.9 +140.9 4/.81.5 0-562 11-718'O.C.MAX. GLASS BITE Mi i Product 50 +t40 H-77.5 +1-74.1 H-70-3 +/48.7 «1431 •159.7 13 62 +/•761 H-76.8 +1-724 6468 +1.85.1 *141.6 SHORT < NO CHANGE TT-IIS SHEET 64 ;-774 +/-73.8 H-70.5 *1.87.3 +103.5 EXTERIOR SIDE Y/ ¢ DATE:07 0 15 56 +1-758 +/-72 +148.6 +I-M3 /T� 20 13 m 58 *1•742 0.70.3 +1468 �t eD +/.727 +14e.7 +145 GLASS TYPE 1 82 +1-7.2 +/-61.1 I� LONG SLOE IN +1497 +145.5 I- 88 +1463 67.718 .1747 t+1 Q Q NOTES: SHORT �J a N xob 1)SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP•TO•TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE Y� _ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. a O 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR Wrm } wn0 O TABLE DIMENSIONS MAYBE OJ W N ORIENTED VERTICALLY OR Z Iy z '9„0 d HORIZONTALLY AS SHOWN. W - g UU_ XV A TABLE 3: W Z $O N4 Window Design Pressure(+l,pailPorCdessType 3 9� n �z Z P �z D.0 �' O w a L-9 Side O W-718 72 76 so 84 88 02 96 100 104 1O9-V2 -ASS NOM. 7/16'LAMINATED l`1 30 +140 6.80 +1410 +1-80 +140 6-80 +1-8D 0•� .140 040 +140 3VL38 STACK GLASS STACK F 32 +1410 0.80 .1.80 +1.80 +1410 +141(1 H-8D 640 640 -AO 0.80 3ry8"HEAT _I SHORT N W 1�'u 34 4140 +140 +140 +r•80 +140 ; 6-80 +1-80 +140 0410 +7.80 STRENGTHENED GLASS yl SIDE ® .2 38 71Ab +1.811 +1-� +1410 +140 +!•� 0410 41-60 040 +!•80 +IAO 3118"TEMPERED GLASS N F 311 7180 0.80 •1.80 +1 0.80 +/410 +140 •140 079.4 0.78.4 «174.3 3/18'ANNEALED GLASS O Z 40 +IAD +IAD +1-80 HAO +JAI 41 +1.80 +t-767 +1735 +l-70.9 149 T118'AIRSPACE� •0B0•PVB W 42 +140 41.80 +140 0410 +140 +140 +1.77 .1.731 049.8 4/48.9 +1852 11 WTERLAYER 0 Z d aWaS 44 14.80 •140 +1.80 +/-e0 +/40 +/-77.8 0.74.1 +/-703 +/47.6 +1439 . � Z 46 «!40 0-80 6-80 +1410 0.79.2 *1•754 0-71.7 +!4161 045.1 B LONG (g 4Q $� 48 +140 4J-SO +1419 +1.80 +1-77.2 0-73.3 +149.6 465x8 USED AT CURVED ON SIDE ii W 50 «140 +140 1440 *179.4 +/•76.3 +/-71.3 +/47.6 FRAME MEMBERS ONLY GLASS BITE 52 +14M 0 +1.8D H-77.7 0-73.6 +ha @ 11.7/8'O.C.MAX. LL E4 w1u yae0 0a�a 5q +/•� +f +/• .8 +!•76 +1.71.8 1-3 ` 66 A+1-741 +1-77.5 +1.73.8 58 +1-75.4 EXTERIOR y� LYNN 80 8 6.73.528 2 • 13 • •• SHORT ��ONV,......,n0/(162 8SIDEE BI No.56705 88 87.718 •• ••• •a • • • •• _ _ 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. •' •.�' 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A SN-5 <(/w` 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. • ••• • •e• • • •;X1 ; P,;.•' '•..<OR10.. •• • •• • • • A.LYNN MILLER P.E. P.EA587115 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• • 0 TABLE 4: VVIndow Design Pleasure(+l--,peg for Giese Types 2&4 unD SI (In) o7-7re 72 78 88 84 Be 92 98 100 1 to8.112 112 118 12O 124 1 132 138 140 144 30 +1.80 +IAO ♦140 HSI 11-89 +1.80 +1-BO +140 1140 1140 +/40 1140 +IAO N40 +140 +1.80 +1.80 +14D *i•80 +TAO 32 +I-8D 0-80 +146 HAO H4D +l +l +1A0 +l 40 +FAO 1140 1140 +140 .l +IAD +1.80 +IAD 11.80 34 11.80 +140 HAD +/$0 NAD +l40 +/ +I40 +I40 11.80 +1.80 +TAD 11$11 0- +l HAD H PRODUCT RBVIS6D 36 +!•80 +IAO +I-60 +140 0A0 .1AO +140 +680 +!-BO +TAO +l 71— HAO HAO HAD +IAD as�rA9t with ft Bloods 38 0.80 +140 +I-6D +140 HAD .IAO +IAO HAO HAO NAO +l +IAO HAO +I40 BuildlWMN Ili*-0528• 40 +1 +140 +1A0 HAO HAII +1A0 +f40 +1A0 +1.80 +l40 r/•BD H.BO Acein" No imt Dale 42 +140 +/A0 NAD HAO 0.80 +140 +140 1140 +1.80 HAO +1A0 44 HAO +140 040 +140 +140 +IAO +I40 040 +140 +l By 48 —71.m-- +140 040 +140 +1A0 H 41-60H4D +f40 Dada 48 HAO +140 +1.80 +140 +f• +140 +140 HAD 50 +14D 1140 +/eo +!•so +14D H-ea +140 a NO CHANGE THIS SHEET 52 Hoo *r HAD +rte .rAo +1.79.1 DATE 07 15 % 54 11.80 H4D +/-80 +IAO +148.8 m 58 +1.80 +140 +/40 11.79.1 ap 58 11-80 1140 HAD a 60 +1A0 +140 1179.3 62 1140 1140 a` 84 HAD HAO es Hoo M Q a Bl•718 -1-W a •aea NOTES: 1)BUCK DIMENSIONS SHOWN.FOR HANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. p 0 c 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. to sIW 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WiTHN. N O� �r Z O Z � W � 14119'NOM. TABLE DIMENSIONS MAYBE 0'e Z N ca GLASS STACK ORIENTED VERTICALLY OR o 7118'LAMINATED 7118'LAMINATED HORIZONTALLY AS SHOWN. �-Z a Z F W O GLASS STACK I_ GLASS STACK Q 3/18'HEAT STRENGTHENED GLASS LONG J k— LONGSIDE INTERLAYER 3118'TEMPERED GLASS SIDE EAT -3118'HEAT STRENGTHENED GLASS �— LONG SIDE N LU IaayS OTHENID GLASS 7110'AIRSPACE —.GW PVB INTERLAYER � 3118'HEAT STRENGTHENED GLASS -• 11 SHORT NN FF N Z USED AT CURVED 4USED AT CURVEO 5 SIDE S DRT a BOA FRAME MEMBERS ONLY 29 FRAME MEMBER ONLY 29 SIB" O Z iV 11-TAr O.C.MAX. BITE ®11-Ire'O.C.MAX GLASS BITE `Y O C7 -e 1-3 1-3 w EXTERIOR EXTERIOR ---a 22 21 13 T_ LONG enu ossa aeus5 `r lt GLASS TYPE 2 GLASS TYPE 4 •• e • •� • • •• SDE �� V 141'NN l�,j • r • • • • • • • • • • •• 040 •• • • • •• No.58YO5 SIDE � –•O ' f • • • • • • ••• • • 00 06 •• • •• • • • A.LYNN MILLER,P.E. P.E.@58708 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • ••• •• ••• • • ••• • TABLE 8: Window Design Pmesure(+h,pef)forGlass Type 5 woSide On) 7110"LAMINATED W-718 1 72 1 76 80 1 84 Be 92 98 100 104 109-112 GLASS STACK I 30 +90.125.4 +90.12D .90.115.5 +90-111.5 +901-7085 +90.108 +901-104.5 +907.103.5 +90-1026 +90-100.7 +90'•97.9 .080'SG INTERLAYER 32 +90-1189 +90.1108 +901-105.3 +90-101.8 +90-98.7 +901.95.7 +90.923 ♦ .90-90.3 +149.8 +1•89 34 +90.10.9 +80.103 +90-99.8 +90-95.7 +90-91.8 +l 2 +144.4 +141.5 +1 1 +1.79.8 W. .4 -3118'ANNEALED GLASS 38 +90.1028 +90-97.1 +90-928 +148.9 +145.5 +1428 41.79.7 +1-77.2 175.1 +1-73.4 +1-722 3f1('ANNEALEO GLASS PRODUCT REVISED 39 +90.98.4 +90922 +1-88.7 +1•83.2 +/•80.7 H-78.9 -1•7-6.2 +. 5 ,l- .3 +1485 +1.88.3 aycomP1Y{agtv9hthe Fimtda 40 + - ,148.2 +142.8 +1.79.8 +1-77.2 1.74.3 */•71.3 +1.87.9 -1-651 +143.4 +147.8 4 11 BuOdi�Co& 42 +90/•91.3 +144.1 +140.7 -1•77.4 1-74.3 1-71.3 +l 2 +1447 4141.8 4159.8 +1592 AePifawl ca No(5 •1 USED AT CURVED Pirad Dela19 s 44 1.88.3 4142.4 +/-78.9 +1-75.4 H-72 1 +148.9 +145.8 +1422 +/49.7 +/57.6 FRAME MEMBERS ONLY 29 518' 46 +1•&44 +140.8 H-772F+1-71.9 +I-70.1 Pme +143.5 +1-60.3 -157.7 (4311-7/9'O.C.MAX. GLASS SITE �- LONG SIDE BY 48 OZZ7 +1.79.3 +1.75.8 -1-88.3 +/•84.9 +141.5 +1-68.25o 140.9 +1.71.5 +/-74.1 +1-88.7 +l 1 +159.7 1-3r52 +1-79.1 +/-75.6 +l-724 41451 +141.554 -1-77.4 .!•73.9 +/-70.6 1-63.5 pRERIORSHORT < NO CHANGE THIS SHEET 56 1-76.8 +l-72 y$8.8 � 20 1S SIDE a DTE:07/02115 58 +/-142 +1.70.3 +AW.8 v' � m 60 1.727 1-69.7 4145 GLASS TYPE 5 62 1.71.2 11$1.9 04 +497 +/-6b.5 �- LONG SIDE 68 +1-683 87.718 +147 +� NOTES: M y Q 1)SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO•TIP DIMENSION TO DETERMINE THE SLICK DIMENSION. SHORT 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE Y' 3)FOR ARCHITECTURAL WINDOWS,FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN i q y o 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.00 NOT USE WITH FIN-FRAMED WINDOWS. }N N a ILL' ap TABLE DIMENSIONS MAY O N a^ ORIENTED VERTICALLY OR O (y Z e a HORIZONTALLY AS SHOWN. z _ W UWW U_ pX TABLE 8: F'� 011 O � U' Oma Window Design Pressure(+l-,psf)for3)a9e Type 7 c Z Q O Z cq o Long Sad90n) Z d Z �, a J O 07-718 72 78 80 84 88 92 98 100 104 909-112 1-1/16"NOM. .] 30 +90-130 +90-130 +90.130 +90.128 +90-1228 +90-119.8 +901•!187 +90.117 +80.1188 +901-112.7 ,90-109.9 GLASS STACK 7116"LAMINATED .� 32 +90.130 190-1251 ,80!•718.9 +x'•114.8 +90-117.5 +90-IDS.! +801.104.3 W402.4 +90!•102 +90-101.4 +90-99.7 � GLASS STICK F � 34 +90-123.1 +g0.17fl4 +x!•171.7 +90.107.6 +90-103.8 +90-99.7 +90-95.3 + 1.92.1 +90-90.6 H-90 1$9.6 � SHORT � (q W t�'S 38 +90/•718 :90.1 6 +90.104.8 +W-100.5 +901.9fl6 +90-93.3 H-90 4147.3 +144.9 +1423 +141.2 3116"TEMPERED GLASS 3116"ANNEALED GLASS SIDE ® ? j 0 38 +90.1112 +90-1042 +90-979 .90.94 +90.91.1 +/4fl2 1.84.9 +141.9 4179.4 +1.78.4 -174.3 3110"ANNEALED GLASS 3 40 +W.108.9 +90-99.8 +901-934 +90-90.1 +/•97.2 +144 -1-80.5 +!-Tfl7 0.73.5 +1.7.9 +149 7/10"AIRSPACE- -98('SG INTERLAYER Q y z 42 +904 .2 +90-95.7 +�IA1.2 +147.4 +/44 +1.688 +1-71 +/-731 4144.0 +140.9 1&i.2 z alu 44 +90.99.7 +90-93.1 .149.1 +145.2 +141.4 +l-7To H-74.1 +1-70.3 0.61.5 +1-63.9 11 I 46 +90.96.5 +90-91.3 +147.2 +/43.2 +1-79.2 +1-754 +1-71.7 0 1 045.1 6 48 +90.93.5 +1$9.8 +145.4 +/47.2 0-77.2 H-73.3 149.8 +145.9 LONG 0 � a USED AT CURVED SIDE UX,� 50 +90-914 +147.6 1.83.7 +/-79.4 +/-75.3 -179.3 +/$7.6 FRAME MEMBERS ONLY 28 GLASS BITE O li O 52 +149.4 +1.66.6 +141.8 +1-77.7 r1-73.5 41.89.6 O 11-7f8"O.C.MAX. m 54 +1475 +14U-4- +/-79.0 0-76 H-71.8 7-3 j seas 56 1.856 141.4 +1-77.5 +/-73.8 0011 0 S 58 41.838 1.79.4 +176.4 80 1421 4171.6 +1.73.5 •• EXTERIOR \\N SO 82 +/484 H-75.8 22 21 13 SHORT I„F ��``TONV LYNN A7/4�'�i�� 84 +1-758 +1-74 • • 60 +1.77.2 • • • • • GLASS TYPE 7 ?�.: \tcFNSF F,p 67.710 1!-749 ••• •• • • • •• '" No.58705 X NOTES, 1)SUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. °"'�..:. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 'U '• ��% S" •ILL'; 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVEWHICW WITH MMibOVERAIIdDIMENYIONB COMPW-MY FITOTHW. tJ��•(/� 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE TH FIR-FRIkMED UNDOWS.• • • • • • -X()t ..•. F ATE P `0 o 10NAV. •• • •• • • • A.i41N4J 4V1 M P.E. PAA 09706 • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • TABLE 7: _ Window Design Pressure(41-,psf)for Glass Types 6&0 Lag 67.718 72 78 80 94 88 92 100 104 1 12 112 11e 120 124 12B 132 13B 140 tbt 30 +90-130 +90-138 +90.730 + .138 79iU•13D x90.1 +907-730 7907-130 70-13D +90/-130 +W.130 +901.130 +911.130 +901-130 + 1.130 7981-13D +=430 +901-130 +91- +901.130 32 +901.130 +90.130 +901.130 +801.730 +907.130 +901-130 ;90-136 +901.130 +906130 +90-13D +901-130 +90-13D +90.130 7901.130 790.130 +90.130 +901.130 -+W-130 790-130 34 +90.130 + .130 +80.130 *90.130 +901-130 +�-130 +90-730 ---W-136- +901-130 + .13D •130 +g0-130 +901-130 + -130 +901.130 +901-1 090-130 PRODUCT RSVISIiD 38 790/•130 +90.130 +901.130 790.130 :901.130 130 +90.730 +80-130 +901.130 +iK1.130 +901-130 +901.190 +907.130 +901-1 +906130 + •130 as caaplyh,g with 6,a Fbflde D.0ding Coda 38 +911-130 +911.13D +9M-13D +1)07.130 7901.130 +901.130 +801.130 7901.130 +90i-130 +906130 7901-130 r8pf-130 r90i•129.2 +901-1 7.3 Acwplenm N,16-0 528. 40 7 •130 +90-130 +906130 +901-130 +90.13D 790-130 7901-130 +901.1 790.130 +�1-128.8 +911-123.2 +901-W Dale fq 42 r907.13D +90-13D +90-130 +90.13D +90.130 +906130 +901.1 +90.129.3 +90'•1232 +90.119.7 +981-118.4 44 +90/•130 +901.13D +90.130 +90.130 +90.13D +90-130 7901-130 + 424.5 +80./19.4 + .115 BY +€ 46 +90.130 +9W.13D 790.130 +80.130 +901-13D +901-130 +90-128.9 +90-120.5 +901.715. Munn' trot •� 48 +80.130 +W-130 +90.30 +90.13D +90-130 +90-129.7 *90.123 +90.116.5 50 +90-130 +90.120 +901-730 790-130 +90-13D +90.726.2+89.41.110 a NO CHANGE THIS SHEET 52 rW431) +90-130 +90-130 +U7-130 +801.130 7808/-123 a ATE:07/02/15 tl1 54 +90-130 +90.130 +90.130 +90.130 +880.127.1 m 68 +lKI-13D +90-13D +80.130 +8947.128 $ 50 +90-130 790.130 +90.130 60 +801.13D +g0-738 +89.8/-128. 62 +90-730 +90-130 84 +90-1 +g0-13D 88 +901-130 S2 Q 67-7/8 +80.130 a to b NOTES: 0 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O a N o 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. LO � 7170 O N 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. N IX 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.00 NOT USE WITH FIN-FRAMED WINDOWS. ry� S 1 J M Z NO)LL -1w 6 UU_ Xy A TABLE DIMENSIONS MAY BE Y Z o ORIENTED VERTICALLY OR o O o� O t-1/1g-Npy1, HORIZONTALLY AS SHOWN. t-Z a Z F to J O 7/18'LAMINATED GLASS STACK 711W LAMINATED LONG GLASS STACK GLASS STACK SIDE 7- .080'SO INTERLAYER 3/18•TEMPERED GLASS 3118'HEAT STRENLiTHENED GLASS T I"~ LONG SIDE �O ® Z = l N 3/18'HEAT 3118'HEAT STRENGTHENED GLASS + NN STRENGTHENED GLASS 7116'AIR SPACE -.090'SO INTERLAYER SHORT 1/j Z 3118'HEAT STRENGTHENED GLASS SIDE O W a o R53 By 4 11 5 71 SHORT 'S Z tQ! USED AT CURVED USED AT CURVED O 0 eP FRAME MEMBERS ONLY 29 so 6/8' (ID 11-718'O.C.MAX GLASS BRE FRAME MEMBERS ONLY 29 GLASS SITE O 7S W 3:k (g�11-718'O.C.MAX. 1-3 1-3 �- LONG SIDE ---� u- 1-3 saps 877ll '�0 5 EXTERIOR 20 13 ••• • • 2 • 14 •• •i ••i i�c >3ASSET LONG ;1 DLYMi� /. S�A GENGLASS TYPE 8 ' : •• ••• •• • • • •• N0.68705 JI sSIDE v ' • ••• • ••• • • 'I SIDE tS ••. ;'• • ZA VIE r • • • • • ••• • • i�� '•F�nR... •' ^` ••• i• • •:0 i•• • • : i•i i�SS'ONAI E� A.LYNN MO.LER,P.E. P.EA 68705 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD NG.SEE INSTALLATION INSTALLATION INST�E TTION EMBEDMENT EDGE OR FRAMING,SEE DISTANCE NOTE 2,THIS s1tEEr TYPE C INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, ° a TYPE A V4•MAX SEE NOTE 2,THIS SHEET EMBEDMENT SHIM TYP.ANCHOR TYPE.EMBEDMENTANb EDGE PRODUCTRBVISED 1 j e EDGE DISTANCE PER SUBSTRATE. DISTANCE Otdld�in'yb*Wn rl� J L EDGE SEE TABLE 8,THIS SHEET AoroY�oe N.lrj-!J r DISTANCE B het Dnto 19 114'MAX BY 1 SHIM 1 M' f TYP.ANCHOR TYPE. 4 EMBEDMENT AND EDGE -°" a NO GRANDE HIS SHEET 11 DISTANCE PER SUBSTRATE, DATE:07l0?J15 SEE TABLE 8,THIS SHEET USED AT CURVED 11 +a 28 FRAME MEMBERS ONLY FJREWBR 11-718.O.C.MAX. CONCRETER;MU 4 � 11 , PER ANCHOR VISIBLE LIGHT WIDTH- S a REQUIREMENT 7 WINDOW BUCK WIDTH-2-314• WiNDOWBUCKWIDTH CONCRETEiCMU a a IWIN(OW EXTERIOR --- — TIP TO•TIP WINDOW WIDTH REQUIREMENT ANCH R O HEIGHT va•MAX.SHIM --••{ �•'•— HORIZONTAL SECTION A A I W 012 STEELJJ �n HEIWINGHT VISIBLE SELF-DRILLING SMS Z LL W LIGHT (GS),SEE TABLE 8, TABLE 8: Min.Edge Mex O.C. 6 U x 4 HEIGHT= THIS SHEET Anchm Substrate obtelfce Min.Emkedmenl SPec05 U� p WINDOW ` F Z B1 O (D OW BUCK T-.Beetham kre .88 8/ 1 •. HEIGHT- INSTALLATION 612 or 6144+033 Screw a1°"I"1tl°•�• mU4 0. 1 O z Z 2-3/4• A38 steel are• 0.083'• +2 Z a Z LL METHOD D Steel Stud,Gr.33 min. 0. 8 Oe• +r O INSTALLATION ANCHOR P.T.Southam Fine ISG'O= 8118• 1.38' �° � Z to UNDERNEATHTHE AtumNum•808378min. 31V 0.1183'• 12 O BEADING 612 or 614 Steel Screw(OS) A38 Steel 0• +� EXTERIOR Z F i�v5 Steel Btud,Gr.39 min 38' 0.008'(18 Ga• 72 `n) V4'410 88 QB1eFlex U CMU,(AB C410) 2-112 1-114' tY MIAMFDADE APPROVED MULLION concrete(mtn.3.38 ke0 I. 1317 YC 21) {SEE SEPERATE N0A1,ALUMINUM, tbfroteto(min.2.8$k 1' 13f4• 12 8 z olo 8 STEEL FRAMING OR STEEL STUD. Concrete 2.88 ke0 2-112 1318' +2 Z SEE SUBSTRATE PROPERTIES, i/4.8tal Ulnuon �CMU, BTM 2-t12 1-110' 12 O W 6 TABLE%THIS SHEET Gfwfted CMU TM C•g0 2-112 1314• 12, 114'MAX SHIM rete(mtn.3.8 ke{) +-114' 1-314' 12 ly a 8118'Steel Ukrecon fBralted CMU ASTM c.®0 2-112 13/4' 12 O 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. qly •�0 aeuas 1X WOOD SUCKSTRIP, SEE NOTE 2,THIS SHED ••• ••• ••• • • ••• 11.YNAJ CONCRETE PEI • •• • • P �WCENSF' F',Q EMBEDMENT ..` ANCHOR • • •IdTAISATISN 0tO • °• / - REQUIREMENT•• ••• •• * ::7• • •• - 1'�1 ••• 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. _ No.50705 I • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN+-112.+X WOOD BUCKS ARE _ INSTALLATION E� TW•ANCHOR TYPE, BEDIL PTIO UNR CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X•ARE 1-V2•THICK OR GREATER. ] �C DISTANCE EE��11 T N TO SU�q T%�e�E OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVI9O ' t7 ST 1TE UP TYPES AND EDGEDISTANf;�PC�t • • V -l'-Y- '.C• ,�+.' SUBSTRATE,SEE TABLEA THI�SHEET •JI iFS01 N. ••• • • %.!�,'•. 0R1Ot'. ^•� VERTICAL SECTION B-B •• •• • 's ' • G • •• 3.F0Fa4TTiWCHMEt4T TQ MC;AL••THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ��SI0NP�1[.``•`, •• • •• • • • 111 lift l't 4.IF APPLICABLE.LOWYER DESIGN PRESSURE FROM EITHER WINDOW OR MUWON NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,; P.E. P.E.g 38706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F EMBEDMENT DISTANCE NOTE 2,THIS SHEET tX 1M70DBUCKSTRIP, EMBEDMENT SEE NOTE 2.THIS SHEET INSTALLATION - 114•MAX TYPE E EMBEDMENT -� I'� SHIM T EDGEp. DISTANHOR CE PER SUBSTRABEDMENTTE. E. EDGE J_ - EDGE DL4TANCE PER SUBSTRATE. DISTANCE PRODUCT'REVISED 8 SEE TABLE 9.THIS SHEET ax canplyleg du Florlde EDGE Mudding Cab DISTANCE Acceptmm No �11V MAX 2 Date .-1 14 2 SHIM hull Dade Product 4 + TYP.ANCHOR TYPE, EMBEDMENT AND EDGE c NO C ANOE THIS SHEET 11 DISTANCE PER SUBSTRATE, 11 ¢ DATI-:07/07/15 SEE TABLE 9,THIS SHEET EXTERIOR m USED AT CURVED 4 11 EXTERIOR 28 FRAME MEMBERS ONLY °' -•. I �/ I 5 .. •• c, 11-718'OA.MAX. VISIBLE LIGHT W DTH- - � CONCRErFJCMU t� WINDOW BUCK WIDTH-2-314' PER ANCHOR WINDOW BUCK WIDTH REQUIREMENT CONCRETEIGMU N Su� PER ANCHOR HORIZONTAL SECTION C-C REQUIREMENT 3 HEIGHT 114'MAX.SHIM 1•n V aa9 O C n fV S12 8TEEL O c� Nr SELF-DRILLING SMS 00 M Z �e !` VISIBLE (G5).SEE TABLE 9, Z ^'on7 LIGHT THIS SHEET TABLE 9: Mtn.Edge Mtn.Embedmard Max O.C. LLUW U X� r G HEIGHT= ` Anftr substrate Distance swim F-Z m O :3 ON WmOW PY m rte a 1 BUCK YYO Z p HEIGHT- Aluminum 8083•TSmin. 2-314• INSTALLATION 812 or Steel 311F 0.083•• 1T o Z D.Z O TYPE H Steels Or.33" 3W 0.045.1 Ge• 1r d� z LL P.T.seulhem Pkre(sG=O.BS) 9118• 1318• 1r ..] O O EXTERIOR 012 ar ffi1d Steel screw(OB) A1umNum,Steel B min• ifs' 0.003'• tr n aced 3,a' o.os3•• 1r � g lams Elect 3Gr.33 min. 378' o.040' 18 Ge• 1r MIAMI•DADE APPROVED MULLION V4.410 SS CroleFbx Ung Concrete CMU,(ASTM 030 2-1. 1-V4• 1T Z N F 21 (SEE SEPERATE NOA),ALUMINUM, Oman) (min.3.38 k@4 r 1314• 1r Z Z STEEL FRAMING OR STEEL STUD. Conerele min.2. ke T 1314• 1r O alums g COMroIa min.2.B0 ke0 2-Vr 1318• 1r a Z_ W SEE SUBSTRATE PROPERTIES, 774'Steel Ullroeon Ungrouted CMU,(ASTM 080) 2-Vr 1-174' 12' O TABLE 9,THIS SHEET Grouted CMU, STM C-")- 2-112" 1-3/4' 1r t- ti aQ 5 �V4•MAX SHIM Cororeta(mla.3.8 Rep 1-V4• 1314' IT n Iy W $ 0118•Steel llltaoon Gronled CMU ASTM CN70 2-1/r MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. aI1 '�aD ssuas IX WOOD SEE NOTE 2,THIS SHMES ••• • • • • • •• ��7�ONY LYNN+1 j1�i,, • • • • • • • • • 1�...••••••.,Mye • • •• • • • • • P: \.%CENSE••�F` ' CONCRETE PER• •• • • • • 000 • = .�.• EMBEDMENT • ANCHOR • • • g9STA.LAIr(Q* CIES: • • REOUIREMENT•• ••• •moi• _ No.58705 •••T`I ' 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. - fj INSTALLATION 2.WOOD BUCKS DEPICTED ON THIS SHEET AS•1X•,ARE BUCKS WHOSE TOTAL THICIOESS IS LESS THAN 140.IX WOOD BUCKS ARE TYPE F I-"— ED°E •�•ANCHOR TYPBt EMBt10MW rr •OPT10*4IF UNIT•CAN BEI TALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS RX'ARE 1-112'THICK OR GREATER. O`•. S7 7E OF DISTANCE AND EDGE DIST7A10E4ER • • WSTALLAdION TWW SUBSS-rVTE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING %�•,•F70RIDp••••:\,`�V✓. SUBSTRATE,SELPrAdLE 9,T1YfS SHEET• AURISDICTION. 999 • • s ••' .` VERTICAL SECTION D-D •; ;• '• • • • • • • •• • ••I FdkeACHMENT�METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 1 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, A.LYNN MILLER.P.E. REA 88708 goo v • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE -+I EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, I NOTE 2,THIS SHEET TYPE J TYPE K SEE TABLE 10,THIS SHEET EDGE DISTANCE 1� EDGE DISTANCE INSTALLATION d DISTANCE TYPE I O SED 2X WOOD SUCKSTRIP �R FIYCIgh theFlmtde 2X WOOD BUCKSTRIP OR FRAMING,SEE OR FRAMING,SEE NOTE 2.THIS SHEET Dnild+ng Ciodd No) Im 114'MAX - NOTE 2,THIS SHEET At N. bate TYP.ANCHOR TYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE. B retlon 19 P[odocl0"" 4 B SEE TABLE 10,THIS SHEET 10.7 EMBEDMENT 0 a NO CHANGE THIS SHEET 11 3 EMBEDMENT D TE:07/0 15 m USED AT CURVED rc EXTERIOR -�FRAME MEMBERS ONLY ®11.718'O.C.MAX. 11 EXTERIOR v M S a wwoow 4 BUCK VISIWSUC WIDTH H= 5 HEIGHT 1/4'MAX SHIM —►•� �+— WINDOW SUCK ' �,n a t� N WINDOW BUCK WIDTH DC n VISIBLE INSTALLATION HORIZONTAL SECTION E-E_ z w LIGHT U X y 0 HEIGHT= TYPE L Z m p WINDOW BUCK 010 STEEL p 0 O HEIGHT- SELF-DRILLING SMS o Z O.Z 2-3W (06),SEE TABLE 10, ... r' U.O THIS SHEET TABLE 10: Min.Edge Max.O.C. e0 Abhor Stlbshate Olet•nce 3 Mp y 1-4.S /2"x.11 80 1 P.T.Southam ere G OW Bi18" I8' ® Z ZO 21/2"x.131'Common Nefl r.1,soutnern mne .55) 8' 2.112"x.145"Roolng Nall P.T.Southern Plne SO=0. 30 1 8' Z 21 P.T.8outhem Phro Sti=0.88 112' S' 8 2X WOOD SUCKSTRIP EXTERIOR0.083'AlurNntun 8083 T6 Irdn. 918' S' u Z Q �e OR FRAMING,SEE �JJ_L�, 0'10 x 1'Steel 8orew' V18"A38 Steal 5/10' 5' 0 N -.8 NOTE 2,THIS SHEET V n°Q 5 0.048' 18 Ga)Sl�l Stud Gr.33 5118' S" � G �1W MAX SHIM MIAMI-RADE APPROVED MULLION •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (SEE SEPERATE NOA),ALUMINUM, LL d STEEL FRAMING OR STEEL STUD. LL atla •xop rouos SEE SUBSTRATE PROPERTIES. INSTALLATION •••T% V•71 EET•e i 600•• � V ILYNty A TY � PE J _ EDGE DISTANCE •• •• ••w • • •s• •• �0'�10ENS '//�F —� • • sgHgl•ALiAT10N IIOTtltS: • P.•' TYP.ANCHOR TYPE,EMBEDMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �I'• No.58705 �- EMBEDMENT AND EDGE DISTANCE PER _ � '�'�^ _ SUBSTRATE,SEE TABLE 10,THIS SHEET 2,WOOD BUCKS DEPICTED ON THIS SHEET AS-1X",ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/Y.1X WOOD BUCKS ARE ,11 + • ••• OPTIOW&IF UNIT GAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS"2X'ARE 1-IPC THICK OR GREATER. •. a ` • • • •INVALLATION TO T11E SUBSFRAME OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING 7�[� •. STAT[OF Z� VERTICAL SECTION F-F •• •JLDtsilenoN.• '- F ' F<OPIDP \N S""01111101" S UNAL G�C ••• • •1 ROR•A=TACHMENT TQMETFiI•fFiE STRUCTURAL MEMBER SHALL B£OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. �i'I tt 011111 01" 4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER P.E. P.E.O 69706 • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE M EMBEDMENT DISTANCE NOTE�,THIS SHEET INSTALLATION INSTALLATION TYPE M FOR THIS INSTALLATION TYPE N _ EMBEDMENT 'METHOD ONLY. 1 FOR THIS INSTALLATION 114,MAX ANCHORS MAY BE NO METHOD ONLY, •MORE THAN 6'D.C. a ANCHORS MAYBE NO C`r EMBEDMENT SHS 1X WOOD SUCKSTRIP,SEE PRODUCT REVISED •MORE THAN 6'O.C. 1 1 ONOTE 2,THIS SHEET as�nPIYIaB Fbft 2X WOOD BUCKSTRIP OR FRAMING.SEEBui"'"Cala 3 SHIM EDGE DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET Aaceplatce lJo Ir3•' �1/4'MAX TYP.ANCHOR TYPE,EMBEDMENT AND Dao I DY 4 TYP.ANCHOR TYPE S SEE TABLE 11,THIS SHEET M e t Coatrol EMBEDMENT AND EDGE a GE SHEET DISTANCE PER SUBSTRATE, 3 NO CHANTHISDTE:O7 2/16 11 SEE TABLE 11,TMS SHEET m USED AT CURVED ET EXTERIOR 29 FRAME MEMBERS ONLY DISTAA NCE � EDGE a 11-T/8'O.C.MAX. DISTANCE CRETE/CMU 11 PERANCHOR - •. M Q REQUIREMENT _..-.._ 4 11 CONCRETFJCMU W a to nee WINDOW PERANCHOR > _ BUCK VISIBLE LIGHT WIDTH- 6 REQUIREMENT 3 HEIGHT 114•MAX.SHIM WINDOW BUCK WIDTH-2.314' a o WINDOW SUCK WIDTH EXTERIOR }N slop a2aQ 1!f d VISIBLE HORIZONTAL SECTION G-G z to i d W N LIGHT INSTALLATION TYPE O U) o a�a HEIGHT= FOR THIS INSTALLATION U Z X os WINDOW METHOD ONLY, TABLE 11: UUUJ11 BUCK ANCHORS MAY BE NO Andror Substrata Mm'� Mm.6n6edmenl Max,O.C. O O O c HEIGHT- O MORE THAN 8'O.C. Dleterwe s Z d Z 2-314' P.T. a .55 8116' 1318' 6' F IL3w 0AW. O 012 STEEL 012 or 014 410 SS Screw Om1 T8 mkl 3V 0.08'4' e' SELF•DRRLING SMS Steel Btud Or.Si mm. 3f8' 0.046'18 Ge• 8' LQ–. (05),SEE TABLE 10, P.T.8authem Pine .S6 9118' 13/8' 8' tO IaavS THIS SHEET Ahmwwm,62893-IMM 3/8' 0.083'• 8• ® O fo 012 or0t4 Slee)Sorew(G5) A36 Steel 3f8' 0.083'• Ir ?' F F- 21 TYP.ANCHOR TYPE. 9 8 Gr.33 min 318' 0.046'18 Ge' r O Z EMBEDMENT AND EDGE £XTEWOR ted CMU TM G90 2-1/r 1.1/4' f2' 0 6 DISTANCE PER SUBSTRATE, 114'410 9S G'eteF'iex Coa6tele( 3.36 kd) T 1.314' tr u. Z �C p SEE TABLE 11,THIS SHEET Concrete min.2.86 k 1' 13/4' 12, O $ y 5 �1/4'MAX SHIM MIAMI-DARE APPROVED MULLION Conarete mill 286 k 2-t1r 13/6 tr 0 ? (SEE SEPERATE NOA),ALUMINUM, IW Steel lAdacon UiViouted CM ,ASTM C80 2-Ur t-1/4• 77-- I O STEEL FRAMING OR STEEL STUD. (.keep dMC-00 2.1/r 1314' tr 11. C–i SEE SUBSTRATE PROPERTIES, Conorele mm.3.5 kat 1-174• 1374' 12'— TABLE r eau asap ea;.a5 INSTALLATION TABLE 11,THIS SHEET 6418'steel ldbaeon ��CMU TM C90 2-1/r 1314• 1r TYPE N 1X WOOD SUCKSTRIP,•• ••• • • • • • d j1W.OF 3 THREADS BEYOND THE METAL SUBSTRATE ��1�t 1NY IL1'NN Q SEE NOTE 2,THIS SHRET • • • • • • • • O ,.... • •• •i SNs�eLl4nQt4 Nd4�� • 1 '�� vir EMBEDMENT •. •• #00 •• • • • ••• _ 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �I!r•56?OS • ` 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X-,ARE BUCKS WHOSE TOTALTHK:KNESS IS LESS THAN 1•Ur.JXWOOD BUCKS AREyam– •- O ON�L,IF UNLT 8E INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS*2X ARE 1-11Y THICK OR GRFATER. :� /!�•15 .;: �1� I EDGE ••• ••• ,I� (�4•TO Ttf SUBSTgn OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING �,T�'•.. FAL' 01 OF DISTANCE • • • •IU ICyTT4I 000 • • %��>i•.�ORIUP,.•' �C��: • •• 3.FOR AWTA161iMENT TO J0ET�ItE STRUCTURAL MEMBER SHALL BE OE A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H •• • •• • • • 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,RE P."50703 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCTREVLSED 01 as complylegwltb the Florida Bw7dlag Code A«epla�l•1a l5 5 26 ANGLED/CURVED ANGLEDICURVED a,Date n0)q FRAME ASSEMBLY FRAME ASSEMBLY Dy W`CORNE 90'CORNER Mian a Product Coo I FRAME ASSEMBLY FRAME ASSEMBLY I I = N CHANGE THIS SHEET m i 4 DATE:07/02/15 I 10 fFLANGE 1D ALL CORNERS TALL CORNERS TO I v USE GASKET , USE GASKET I AND/OR SEALAN / AND/OR SEALANT d AEDEQUAL-LEG FRAME FLANGE FRAMEMITERED FRAME WITH INTERIOR I MITERED FRAME WITH INTERIOR (9 NEG FRAME AND E%TERIOR FRAME WELDS 0 "�AND EXTERIOR FRAME WELDSI NAME {SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS AT ZSCREW BOSSES.SEALANT AT ALL CORNERS JA� SCREW BOSSES.SEALANT AT ALL CORNERS Z LL OCA VU_ Xpp� z th O 0 W wo c 00 �i O d o •2'784 L�� oea•2.784 t;1 Oea• I�� z d z g �i o a o TABLE 12: .074' Ogg• -074' .082• .074' OST 1.375•k Tl 1.375'-1 �jj I�uS Are PQTPan# Description Nkllanal AW 1.578' TT .5p0• .438` I -___ ® O 1 42630 Fledged Frame Alum.80835-6 t.00 � r ♦� 1 T .05wm40A' o j Z 2 4285 Equal-leg Flame Alum 80533-6 t I "/°'S 1.125• Z 3 4268 Integral Fin Frame Alum.808376 I FLANGE FRAME 2 EQUAL-LEG FRAME 1— Orr o N� 4 4265 7118"Leml.Glees Bearing Alum.GD63•76 O#4253C,8083-T5 O 04285,6063-T5 p O 6 4264 I.G.Glass Beel6ng Alum.6083•x6 3 FIN FRAME v O #4258,6083--5 to 8e 4270 Installation Fastener Corer Alum.603.76 aur •,SaO acus Bb 4224 Installation Fastener Cofer Rigid PVC e •i• A7•b'•• • •• • •6 '346" 10 705690 Gasket(at 80°cam Jots) Polyethylene • •♦ � •9705.037Qa`.•+1• LEYNNgN i i ,\O ......•F' 41•9j.�11 TP24718 Vinyl BubWeathereMp Rex PVC,Ouro65+1-1 ��• 13 Dow 898,OE 7700 Silicone or Equiv. • • • • • • Y ' •• ••• • • •• 050 No.5870.5 =>` 20 71662K Setting Block,Mato.3118°x 7118'x 4 Neoprene,Dim.86+1-1 T!7-4— •-• „II — .050• OgO• 21 71704AK Setting Block,I.G.3x151°x 1.3137'x V Neoprene,Duro.85+1-1 T D , 7116°LAMI I.G.GLASS � INSTALLATION =.� 22 DURAK718 7110 DursSeal Macer • ••• G DI ♦ O BEADING 6,d FASTENER COVER O\ STATE � 28 #9 x 1.114"FH SMS StaWsas Steel • • • 4♦ -34255 Et1&?781 • • #4254,5053-T5 #4270,6083 T6 ' t� '•F<r,RIDA,,.' \\�` 30 781PQX i-8 x V Quad PH SMS Stainless stoat • • • • al ••• • • :S 97 •••... C�\ •• • • •• • • • • • • AL ♦• • •• • • • 'x1111111+'' A LYNN MILLER P.E. RE.A 58705 • • • • • • • • • • ••• • • • ••• • • MIAMI-Di1IIAM1-DADE COUNTY,FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w►vw.miamidade.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 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 perforin 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`TGT"Clipped Extruded Aluminum Tube Mullion-L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled"Impact-Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 iwith the latest revision dat%401/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade Cownty Prb&*d •Control••••• Revision Section stamp with the Notice of Acceptance number and Expiration elate Ly the llji"Mi-Dade •, County Product Control Section. 6 66.00 6"' :6066:. MISSILE IMPACT RATING:Large and Small Missile Impact Resistaut @::::o 66666 '.... LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo;city, state p r- series, and following statement: "Miami-Dade County Product Control Approved''',lt4ess of t%Mrse noted'6 6• herein. 66 06 00 0 0660•9 . RENEWAL of this NOA shall be considered after a renewal application has bei*****n fllle*i and There bas beep...;. no change in the applicable building code negatively affecting the performance o£this product:""' • TERMINATION of this NOA will occur after the expiration date or if there has b4ii-a revisibh:dr 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 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. HEM NOA No. 14-110501 MIAM!•Q D@ COIJNYY ,rS d.4re Expiration Date: May 26,2016 _ Approval Date: February 12,2015 �r�iE Page 1 i i PGT Industaies,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Satbniitted under 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 thtu E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P. E. (Saahanitted ander previous NDA No. 10-0819.05) C. CALCULATIONS . . .... ...... 1. Anchor verification calculations and structural analysis, com* yiflg with 7BU 2010 . and with FBC 5th Edition (2014), prepared by manufacture;a;$;d 011Y4115, signga. and sealed by Anthony Lynn Miller,P.E. 0000 00 0 ""• . . .... . 000 ..... D. QUALITY ASSURANCE """ 0 0 . . .. .. .. . ...... 1. Miami-Dade Department of Regulatory and Economic ResoiM s-MER). • . . . . . . . ...... E. MATERIAL CERTIFICATIONS 0 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 06/06/11,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. Pt gime D. Gascon-h,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 corder previous NOA No.11-0922.01) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11, signed and sealed by Marlin D. Brinson,P.E. (Submitted under previous NDA No. 11-0922.01) 6. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq I. 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 Series Aluminum Clipped Mullion—L.M.I.",approved on 11/31/13 and expiring on 05/26/16. . . .... ...... ...... .... ...... .... . .. ..... ...... .... ..... .. .. .. . ...... 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 o 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE t,-�, EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES.__.__»......_.__1 MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS-----_•-••-•.»_»•1 110 � ELEVATIONS__._._...__..............._1 b 0 FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULL To 2X W000_....___._...._2 Y MULTIPLEFaPENMG WIDTH FOR VERTIG4I.MUU. ARCHES D BE MULLTOIX&MASONRY!._._._2 MULLIONS / --� INSCRIBED N61DE HAVE BEEN TESTED AS'FREE-FLOATUIG'AND DO NOT NEED TO BE DIRECTLY ATTACHED 70 THE MULLION CLIPS,BUT SH/LLL INSTALLATION NOTES_.....__._2 � 4' WE DETAILS s ECTANGULAR NOT HAVE A GAP OF MORE THAN 1W FROM THE CLIP. MUILL'TO MASONRY_.....,_._.»...3 A D,TS 204 SHEETS SHAPE MIAl TO STEEL 3TU0__.....»_._.3 B m _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED MULL TO MLA l.. ..w__._.3 DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN UI80.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS....3 (n IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CUP&»_�._._._..4 Z cA i BAY MULL INSTAUATION.___.___4 0 fru 1 X 2 X.126 MULL 3PECS____5 ' _ i 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL SPECS___._5 W INSTRUCTIONS. 1 X 2.76 X 976 MULL SPECS_.___? \ i X 2.76 X 25 MULL SPECS._._..._& N ADETA'Q / I _ /_ _ /__71 SEE DE7An8 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1j X 4 X•128 MULL SPECS CS._ 0 m Q $METS G, I 1 ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNIT$,CONSIDER uJ AIFRW fi; 11 X 4 X.375 TUBE MULL SPECS_.11 I ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN J SHEETS23 1X4X.376 T MULL SPECS..._._11 l III I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. g 1.26 X 3.285X.286 MULL SPECS._12 \ Nif 1.26 X 326 X.100 MULL SPECS__13 Z W� MULL FOR 8)WHEN PINGING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES}. 126 X 325 X.824 MULL SPECS__14 0 LENGTH HORIZONTAL g MULL 7)ANCHOR EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4X28 VIAL SPEW_-------15 SEE DETAIL T S E SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT - V) d•CS._. AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED 128 X 2.11 X-126 MULL SPE18 TO PREVENT ~ 4 0 REACTIONS. 30°X 3.26 RAY MULL SPECS___..18 4b°X326 BAY MULL SPECS_.-....20 ZQ MULLION&CLIP DIMENSIONS..__21.23I-- z FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOAS ....._.__._. ;ANSRAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2.._..__ 24 a-) PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES----------25 (1) ,_BEOrAWrfn. UJ MN AN VE Of ACTLIRED 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINGZ 03 N III BVP6T CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS MULLIONS ARE ONLY TO BE USED WITH (.1 IL Q $ ig _I I__ POT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 4 O Z O /SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ L HOROMAL A-D,GM; ALL SHEETS 2-3 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL.MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT ILBSIFr')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 28 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAW OR-TRIANGULARRRAPEZOIw.-. PRODUCT'RBVISED •mmpft w116 Uta mdd6 DRQ.MULL LENGTH 4)FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBSFF M FROM TABLES 1A THROUGH ISA,ON SHEETS 5 THROUGH 2D RESPECTIVELY,USING DUOdba code ....I L- I— �•.—OPEwNG WDTM—I - THE MULLION TYPE,LENGTH AND OP84MG WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY}THE AcmppmwN�± OS.• MULLION CAPACITY(LBSI"OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT°)FOR THE OPENING OBTAINED IN 1, STEP t} HEIGHT M ProcBulConlro FOR 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE HaG r/ LENGTH >� HOR •�EP�F•S�WTS TtF WIIVLOAI&TRONSFW6ED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.MULL 1111 t 111)I L• 6)FROMCHE/WOHOR CAPACITY LS•TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE `��OB.•,, NH �i�� •A CAH UB�,S,��TT}R}ATI AN00 C HOR JU P PATTE RN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHORL L `� P�••' 1.ICEA/S�•��lF��' •• ••• "'ii • • • •• 587 _ SINGLE MULLION SINGLE MULLION ""F�VFRRTICA KILL L7)IF THE MULLION CAPACITY 0JjS/FT')OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(-8SIFP)FOR THE No. ;y� .� OPENING WIDTH OPENING.YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-0 FOR VCRTIG4° VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE - O • 4 • ••• • • SEE CORRESPONDING DETAILS MULTIPLE MULLIONS Sf S FROM FIGURE 1 ABOVE. • • 8)T/ERIFY D IGNf,pAESSUR N ( FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION ,c ••� A QpANEQF L NSYSTEM.THE LOWER OFTHE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION �;�tS1s'��aIOP,•.•'��1�� • 5 ass Y• • . . �pNAL •• 9)61104LIGH-OMMON WISED AND TAB!VABUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN NII)olUt,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Kid DETAIL X. DETAIL B: MIALION MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BucacsTRP T1P ANCHOR I PER SU89TRAID NTE, a' OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEE TABLES 1&188 d (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS BEE NOTE 1. i m M04 L4LION �1' d h I I I SEE SHEETS a nI I I MW 2.7" -DOE J W 21-23 FOR HOLE 4 11 11 1 I CONCRETE OR CMU ^ I DISTANCE, J EITHER THE a 1 LOCATIONS ° I I SEEM TABLES 2 STANDARD OR ° ° 1 I EDOEDISTANCE 18-188 p' N OFFSET MULL u EDES u I 4 FOR MASONRY W Q O O CLWMAYBE I INSTALLECEY d r I II FOR WOOD I I I ANCHORS m N F THIS METHOD. ° SCREW9 �258•MAXFOR °d I 1 o SIDE VIEYJ h z fJJn ° v ALL MULLIONS e 4 ° O J UMERTHE � � 7 eoI�tGUR e < V� 4 EDGE 4 1 e e ° d - CRY °a c ed j O O a O a THE OFFSET CLIP L4 ANCHORS Lqp �.. RECOMMENDED TOR 198 EXTERIOR °4 ° FIX-FRAMED N a W7NUOIYS,BUT MAY ° e ALSO BE USED FOR OTHERFRALETYPEB. U Z Q ? 3 Q — z O AK TYP NCHOR TYP.ANCHOR PER SSUBSS 110 PER SUBSTRATE. PER UTRATE, TYP.ANCHOR SUSEE TABLES 18.188 SEE TABLES 18.188 lt—zf I I PER SUBSTRATE, SEE TABLES 113.188 ��D?DF BUCKSTRIP SEE TABLES 4 AND EMBEDMENT 11 SUCKSTRIP 16ME 188 ATTACHMENTNT BYO7HEFL8, AND � I'IT SEE NOTE 1, ATTACHA831T .. 3HEET 1. SYOTHERS ti . • SEE NOTE I. •• MEET 1. • MIN 2.7KS!CONCRETE ORCMU ODUCTRBVISBD SIDE VIEW FRONT VIEW ITu13d1Bg0odowNttLeFbTide FRONT VIEW A n 20 INSTALLATION NOTES. Miami a Product Coatm 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR 61V%CO••• • • • • • •• 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL Rf$RESENTAT:M � p....LYN/y ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTAMGE,INE• • • ••• • ` ��N' CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES 019171E • • • • • • Q':' SF .(P� FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP m&%E U&&..• •• • • • •• ' No.5$705 31 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHFAD OR FLATHEAD. •D 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. • 0:0 • ••• • • •'. ) 6)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI•DADE%JITY"OVED••� •• • �•� ��s •.,<ORIDP,,:'��`` ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. • •• • • • • • • `'.'870 C1�� FL P. #$$705 • • • • • • • • • • ••• 0 0 0 ••• • • DETAIL E: ® w DETAIL C: AMMIN. MULLION TO MULLION INTERSECTION NOTES: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE /-MULLION (U-CLIP) 1)MAY BE INSTALLED IN"TEE'OR'CROSS• o (STANDARD CLIP SHOWN) INTERSECTIONS' Ila: 2)MAY BE INSTALLED HORIZONTALLY TYP.ANCHOR (SHOWN)OR VERTICALLY. 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 EITHERTHE I _.PER SUBSTRATE, $ m STANDARD OR I SEE TABLES 113.138 Rh OFFSETCL_ Y I g@ TOP MEW u� FOR CORRESPONDWG MULLION. zCLWMAN INSTALLSE ED BY I1 I ®� EOR MASONRY El E THISMETHOD. I I j 4p ANCHORS VARIES-F--� J 1 I 012 STEEL SCREWS, _ SELF•DRILUNG OR PREDRILL N MULUON AND USE SMS W m G O MILLION Z c J EXTERIOR °a a a ? Q EDGE DISTANCE ° TFIS OFFSET CUP is \� FOR MASONRY < RECOMMENDED FOR / Z ANCHORS �'F ZINTERSEOTION ° WINDOWS.&rt MAY ALSO BE FOR 8 a OTHER FRAM TYPES. EXTERIOR V TYRANCHOR -a ZPER Q O a sEET B-38 TYP.ANCHOR SEE SHEETS 21.23 FOR _ _PERSUBSTRA7E, HOLE LOCATIONS �CRSTaIP SEE TABLES 18438 FRONT VIEW EDGE DISTANCE Y ATTACHMENT N SEE NO BEET OTEE1, 11"38 38 (1 Z Q EMBEDMENT SFIEE71. d • ° .a .. a EDGE •�'. °• ° •-• - ••, DISTANCE ar gs 'r SEE TABLES SIDE VIEW '� MN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18.138 FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. G= TYP.ANCHOR n PER SUBSTRATE, ` / TABLES 113-138 ODUCPRBVISSD 2)QUANTITY OFANCHORS AND MUWONSIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A. ��(0 SEESfiEETB ® ioz"(Dg>,vhIRRE adde ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR HdlLg Oho CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE Nw FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. L�� Dow 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEKHEAD OR FLATHEAD. `` �� ® — ,' fartDade PRodntl Contin 4)WOOD SUCKS ARE OPTIONAL,SEE NAIL C.SHEET 3. / 6)FOR MASONRY APPLICATIONS IN MU1MI-DADE COUNTY,USE ONLY MIAMI-DARE COLINTY APPROtED•• • EMB�TgNGE `��pt1Y LYygr 49� �i ELCO ULTftAt NOR ELCO V4'S.S.AGGREGATOR MASONRY ANCHORS. •• •• • • i Qp(j SEW••, 18 R THINNER WITH THE BUILDING EE Es PC�••' LICENSE•.!!�� •• ••• •• •-•Ti• COCA,AMC WOOD BACIO?R MUST USED. `�• ATTACHMENT BY OTHM NO.68706 :* EXTEMOR WOOD ANCHOR SIDE VIEW - NOTES: ' U ••• 0:0 ••• 00: • ••• 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ,� S7 E 0 • • • • • • ••• • • ANCHOR VALUES MAY BE USED. ��i�s1 '•F<OIiIDP,,.•'�� • •• • • • • • • 2)SEE CORRESPONDING MULLION TABLES, ��i ANAL C�\\`�� e• • •• • • • SHEETS 6.20,FOR QUANTITY OF SCREWS. A.LYNN M'lILLIK P.E. FL P.EJ 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATIONG (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) o IgI SEEDETA1LSA'E' 30.OR46• SHEETS 2 AND 3 FOR INSTALLATION TOSPECWICSUBSTRATES. BAY MULL 110 /-MULLION 1 � m O O 8 z O O O O O O O O O W O O TOP VIEW SIDE VIEWI i W U sHowNwRN rxrx.l2c TOP VIEW MULLION Z ,_,I 1 I TYP.ANCHOR M EXTERIOR 1 I I I I PERSUBSTRATE, I I SEE TABLES 188 OR 188 z TYRANCHOR 1 I STANDARD MULLION CLIP , I r-PERSUBSTRATE. , I I EXTERIOR M Z MODIFIED TO FIT FIELD SEE TABLES 1&1411 I p 1 Z d CONDITION& I 1 I I TX VANGLE CLW. ~ z Q Of I 2PER MULLION END,MUST BE '7d- O N I , MULLION , I 1 INSTALLED OWE OF BAY MULL. N F Cp p I 1 INSTALLED � I Yxrx.128• F! N y II I I ANGLE CLIP. z I 1 I MAST MUWON END, •� [� 1 &lo: MUST BE INSTALLED INSNE OF MULL. �.•- � ��x� I d TYP.ANCHOR PER SUSSTRATE. SEE TADM ID-148 ./1 PITOINOW, (� STEEL.ALUM INTOWOOD•STEEL• STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALM CMU OR MASONRY MODWWDIWIELD. EXTERIOR .�� ®_` p RODUCTRavim O R as w11naC(�llm Av" S01 INTO W000,STEEL, O ":i+v � I ® ALUM,CMU OR ® ® MA80NRY EDGE N DISTANCE T®1 0Pf Bc/ Mro PER 1�1•• • ��- ¢OR 11 fill, EDGE DISTANCE • • • • • �� ON.....,, Rpt 'moi PERANCHOR • •• • • • NOTES FOR INSTALLATION OPTION G&It •• 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. ' VTDENSF••';F� NOTES FOR INSTALLATION OPTIONS F. •• • • •• • • • • No.58705 •• 1}DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.125 MULLION. 2)DETAIL G:SEE TABLES 10-140 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 2)SEE TABLES 18-136 FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 000 • -000 3)DETAIL H:SEE TABLES 189 OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE =�Q'• %4A4::' 5 • • • • • • • • • LOCATIONS. T •. �/ 3)THE 2X8 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • • • • • • ••• • • :Cis•'• ORIOP00 . \?: • •• • • • • • • 'i S��NAL •• • •• • • • A.LYNN MILLER,P.E. FL P.E.A 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • TABLE 1A sit�P76�A MulUanCapacity Table Obsel ^el Opentng Wldth(for vwfco sp-tp mt ftm)orOpenhtg Height vortwrimrtagr epernlr>g nuftm) t`' so In corn Tom corn 9ote toots 12aIn 1401. too In Rwf•eguler Tt�J7dang. �amngtea TrepfRlae• Reemngofer Trep7rdang. Realenealy Tiepmlang. Rec�gdar IIaDRnan9. Rmiengeler TmNrden9• Reman9aier TrepTnen9. Reotanpdar Trepdale6g. Neam�Beier 7n1Y7n•g- i$ Ix2x.125 Loedtv9 Loaning Lw" LOS" Lead6t9 1.084r• Loaft Leading Long Leaft Lemmm Loaft Loedmg Loaft Loring Loaem Lesdvg teaal6( pY Alum TubeMulflon o � m 42 In 111.9 408 129.5 332 932 409 11x6 325 704 408 107.8 321 69.9 408 104.4 318 62.1 408 FOIA 319 WE 408 106.0 318 40.8 408 104.01 318 1 39.8 406 104.0 319 38.0 408 104.0 319 481. 74.9 312 83.8 268 62.4 312 73A 252 616 312 87.0 248 48.8 312 632 248 41.0 SO 61.3 244 37.5 312 81A 244 312 312 61.0 244 28.8 312 61.0 244 23.4 312 81.0 2N � 60.6281 859 281 70.6 234 53.2 281 818 228 416 �1 60.11 224 39.8 281 62.1 222 36.6 281 50.1 220 31.9 281 49.3 219 26.6 281 49.3 ME 228 281 403 ME 20.0 261 10.3 218 W � 0 54 in NA 247 67.6 207 43.9 247 494 202 37.6 247 44,8 199 329 W 41.6 190 292 247 39.4 194 26.3 247 38.4 193 21.9 247 30.1 183 18.8 247 Sal 103 18.4 247 30.1 193 ca rn 601 38.4 200 412 170 32.0 200 35.4 166 27.4 200 31.6 187 24.0 200 28A 160 21.9 200 to 27.1 168 192 200 26.0 157 18.0 200 26.0 168 631 33.1 181 $6.3 166 37.8 181 303 162 23.7 181 264 149 2a7 181 244 146 10.4 191 22.8 144 Id6 151 21.7 US j (� � >S 6em 20.0 186 30.0 142 24,0 166 28.1 139 204 165 23.1 136 18.0 165 21A 134 Z M1. 222 139 23.3 120 lab 139 19.8 118 164 139 111.6 118 ' 781 164 i26 10.7 109 15.7 128 18.8 107 N Z 78 t 17.6 iib 182 104F::rFFl �•- � Q N O TABLE IB ANCHOR CAPACITY ADJUSTMENT FORMULA: Anohor Ce a( TableObs) ANCHOR CAP-- • N 90W9ete 2.79Caprele 341Wro. tlo0oltCL1U *.AA IOaICldU PTVYood Ment (OP-)Xt •"'}=ANCHORCAP.o, Nib•ElcoU4•B8 EW 4.88 Ebo 810 8W ail BtM 912 Bied MULLION X Anchor CUP Patterns 1"0hat ° 9416 Ebo Ullmann iH'Elae tmmaen b3filello li treoon 114 Elvo ttmaoanWUaoae Aggmtiataggte9ma 8aetr(06I8omw(a5) SmeN(ti5) 113ETH13FORMlMTOOBTAI(dTHE'ANCHOR XEdge MSW"Mk t• 2-U2• t• a•17r 3.178• 2Nt• t• 2•iQ• r r 0.48' ae4• a3'i4• CAPACITY REQUIRED'CORRESPONDING TO AN F- EmheQmeN 144 taro• 144 faro• r 1.17P t-fra• t-174• 1-f14• r 1518' tare• vanes ACTUALPRE3SURERE•QIIIREMENTFORTHE2Amhem®4.76•Lgn.O.o.78tan dorafsetaqfflg•ik 380gq39011 450 as 990 VA 1 ms 260@s 354 ms 74afm 374 ms e4e 9.9 36f 6.a 442 uxiOPENING,WHEN IT IS LOWFJ2 THAN THE Ml1LLION4Aaahast.iSMm.O.C./BfaMad(or016e8C89(Fb.2k 480@s 700ma WA WA WA9BOIbs WA WA WA WA BB2IDs 885 IbaCAPACITY(FROM THE TABLE)OF THE SE6.ECTEO4Anahom C r L9n O.C.t(2)2s6 Arow a4mi ft.3k man moan 990 ms i580ma imBrm 680 tbs WA 78061 7481bs 188210 68281 686 Poe1120 ibs MULLION.IT WILL YIElDAMWiMUM ANCHOR2Anotms®0.4VMh.0.01UC6D.Imo.12SAram.(Fm.4k WA 7eA WA WA WA WA WA WA WA NAWA WA WA 716108 CAPACITY WHICH MAY BE USED TO QUALIFY IAndWl F12191F R 196.0 issu 22590 445 ms 822•" 135 ms 140 ms 177me 37011. 187 ns 479- 170ms 221 lbs 28D ms ADDITIONAL ANCHOR OPTIONS FROM THE 2 Aaihas 139 MIn.O.C!F4:0 ft.ek 240160 3506n WA WA WA WA 160150 NIA WA WA WA 3416re 442 m0 BBO ms 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 DUCE RtiY148D . . • tet 01a041e8 tt*b4h a Rtor(de I)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. DSUtOngOOde SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 1.000` r AmytmtcoNo ,r,Q�', Bae 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: I gfatN uric ct Ccmtro) 3)MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE.FOR EXACT DIMEN310NS,SEE SHEETS 21-23. • . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' 11111 l 1 fit"/,- FIGURES S"N Sj(f•YAMTED.4PPR•XIMAVE FR1LE MATIONS. ANGLE CLIP MUST BE USED IN PAIRS. • • • • • • • • • •125. 4)SUBS7/ATE3:COKERtu F �C�301 SPECIFlCATK)N3.HOLLOW AND GROUT-FILLED ��,.•' LICENSE•.,�F�;.i CONCRETIAf�T( 3L I NOTO ASiM C•80.WOOD SHALL BE PRESSURE-TREATED 1 FIGURE 4: FIGURE 6: FIGURE 8: YELLOW E Sj4 OF 0.55.•4L.UMINUM SHALL BE 6083-TS AND BEA MINIMUM OF.126• No.58705 THICK S ST TO BEA MINIMUM GRADE 33 AND.D46•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT i•X 2•X.126•MULLION LEAST.126•THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.1T10&512 ANCHORS INTO WOOD MAY BE STEEL, OR 410 S.S. -•0 : . UU��11LL�� y 0 0 000 s • • • •• • 000 • • • • A.LYNN MiLLA,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • TABLE 2A • $� Mullion Ca ac Table 0�^ Opening N6ddt(tor-Mc-911y6perMit Imetons)orOpeningHaight(for haftdalyape�n8mi8lons) u�u11ag'c 60tH BON 701n so 8D0 100N 1101n 1401n 180In 8"1�d! Reoten•rlat TreWrdm•. Rmlm•uim TmpRdm•. Reatm•utu Trap7T4mg. ReUergUm Treplydwe. Raolengidm Tmplydmq. ReMar•C*m Tredf0an0. Reotading TCap/D18Rg. Raolmgutar T1apT4ang. Reolaft Treoaft 43 s$ OTfim 1%2x.378 I.eadln9 Laab09 Loading LoadNg lwafn9 Laadhg Loaft T$Loaft LoadNg loemre I.Mdbm Loaft Loading Leam9 L4m8np LoaQn9 LoaeD• Loawng I !!!! mMu6ion e 11 Is filias 0.D � 42 In 170.0 870 170.0 416 151.3 60 170.0 478 1297 892 170.0 we 113.5 862 1686 618 me 882 189.8 817 90.8. an =2 617 787 882 788.8 617 04.9 662 188.8 517 88.7 892 1889 817 O W 48N 121.8 607 1240 418 tOt.q 807 11&2 410 8&8 607 108.7 403 76.0 507 1028 389 87.8 807 BB.B 397 60.6 907 89.0 31ie 80.7 607 98.0 388 43.4 607 Sao 399 no 807 89.0 388 W So.=In 103.7 458 1148 379 884 458 99.8 371 74.1 458 80.6 384 64.8 488 84.9 380 67.6 498 81.3 357 61.6 498 80.0 368 43.2 468 80.0 358 37.0 468 80.0 388 324 450 90.0 399 N ed N 85.4 400 93.3 338 712 400 80.9 328 81.0 400 727 322 63.4 400 87.3 318 47.8 400 84.0 316 427 400 623 314 3&8 400 61.8 313 30.6 400 e1.8 313 207 400 819 313 W et7a-S7 m BON Oka 324 88.9 276 SLS 324 67.5 270 44.8 324 61.2 284 3&9 324 4&9 250 34.6 324 43.9 251 31.1 324 420 286 28.0 324 40.6 253 222 jlq�s 3 19.6 324 40.6 253 07 N 63N 518 294 67.4 252 448 291 482 248 3&4 296 41.8 241 338 294 3&8 237 20.8 294 37.1 234 20.9 294 3&2 232 224 284 336 230 19.E 0 16.8 294 33A 230 68N 46.8 288 49.9 230 380 268 424 715 334 288 37.6 221 28.2 268 34.1 218 2&0 268 31.8 218 23:4 288 28.8 212 18.6 268 2&0 210 16.7 9 148 289 27.7 209 Z 72 In 38.0 716 37.9 198 See 216 322 191 2&7 226 28.4 188 226 225 289 166 20.0 226 23.6 182 1&0 226 711 180 16.0 225 213 1T7 128 8 11.3 218 18.8 178"in 30.6 212 no in 215 202 272 173 21.8 202 23.9 170 182 202 21.6 187 17.0 202 18.7 M 18.3 202 1&4 133 126 202 1&7 180 10.8 8 9.8 202 %8 168 ? Z78In 2&3 782 1&6 188 218 i92 26.1 165 20.2 192 220 102 17.7 102 18.7 169 16.7 182 1&1 167 142 192 16.8 155 11.8 182 18.2 1522 10.1 0 8.8 192 142 160 a r rry r 96N 18.6 144 79.0 128 164 144 18.1 128 N G 981. 182 127 18.8 113 N Mo 'TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: N AnahorC o Table 110 ANCHOR CAP. ,,,, Of N N N 8n0afre14 2.7xConolele 3.5k00M. H011-CMU FOW04LI PT Wood Metal (DP)Xt ,=ANCHOR CAP.•„ 8718•ENo 174.89 EI4a SHS m 174'0.e Elou 6t08tae1 612 Steam 612w(05 V X O j Anchor Cllp PaKama Aeolfor Type; 3715 Elco tn9aooa u0.•E7oa Ulbwon 3716•Liao tgde4ml tt4'E0o IlOreaon IObaoon Ag9taOetar tglrecoa A99te8eMr 8orex(ti5)8erew(t46) 8mew(88) USE THIS FORMULA TOOBTAIN E Edge Distance Mk r 2-9r r 2477 3•tre• 1• 2-tre r 2-161" r 3-ur r 0AV &61• 6.324• CAPACITY REQUIRED'CORRESPONDING TO AN Embedmanl(N ta/s t•3'4• 1.3r4• 1.316 r t-1W 1.114• 1.114• t-114• 1.114• 14x4• 7 13B• tare• "fin ACTUAL PRESSURE REQUIREMENT FOR THE a 2 Anohmaga.76•MN.O.C.19lendmd a ogeet apft.It 399 ree 3w ft 4560. 690180 t644 mn 270W 269 ma 354ros 74oron 3N mn ms Me$ 341 mn 223 Seo 9n OPENING,WHEN IT IS LOWER TWIN THE MULLION 4 Anchmagt.15'WL O.Q I UW&fd(orO8ae6 Clp(FM•2k 48000 Roth WA WA IA WA 360th WA WA WA wA WA W2M MMM 1120 foe CAPACITY(FROM THE TA THE SELECTED 4 Autwreg3•Mh O.C.1(2)2%5 Angle CUPS l(FM.3k 780M 7800* 81DM 1580Ibs ION 11* 540 em 56000 WA 760th 748 Me SBDM 1892M 60200 W51b2 1120@8 MULLION.IT WILL YIELDAMINIMPKMUM ANCHOR 2AnOw®0AS K&L O.C.7OCON Mo.125 Ah m".4), WA w0. WA w0. HIA w0. WA WA NN WA WA WA NIA WA 715 M CAPACITY WHICH MAY BE USED TO QUALIFY t Anohor/F47Ip(FM.6k 105 0n i�M 276 me 449 M 0.12 8s 135 M t40 M 177 M s70I9e 10.7 M 33z roe 4731W 170 M 22108 280 M ADDITIONAL ANCHOR OPTIONS FROM THE 2Anohara®1J5-w.O.CJ F421p(FM.Bk 240th 3900* WA WA WA WA 1B0 Bre WA NIA WA WA WA 341M 442M 88000 AN CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP, PRODUCERBWSBD FIGURE 1: rGURE 2: TABLE NOTES: dl wah fo Fbw& 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. IND SEE SHEETS 211 FOR GENERAL INSTALLATION METHODS. 7�-1 1'000' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I •4(l o pre uet oauof FIGURE 3 3)MULLION AND MULLION CLIPS T TO SC•4LE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.0= 11 m I 1171 • • • . HOLES TO BE•Ai1LL•cD t1 T�£ �m�. ( DN/ENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. L FIGURES SNOW SUGG•E�•TE•b • • •T••4i•E LBJ:TIONS. :��•'t 1GENS ��F �i ANGLE CLIP MUST BE USED 1N PAIRS. P' F 4)SUB CONCOETgSHs1LLOCONFORM TO ACI SPECIFICATIONS.HOLLOW AND GMU7 FILLED [1.13716" CONCRETEdWCK9WTl•(CMUJ9HALLCONFORM•I'O M0-90.WOODSHALLBEPRESSURE-TREATED J No.56705 FIGURE 4: FIGURE 6: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.56.ALUMINUM SHALL BE 8083-T6 AND BEA MINIMUM OF.126• = X.376'MULLION THICK.STEEL STUDS TO BEA MINIMUM GRADE 33AND AW THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 7 - LEAST.12b THICK AND A38.ALL ANCKORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'U f '�(ps :I 41 THE MATVt1AL jVID 6#12 ANCW0RS*"WO000MAY BE S?EEL,1"S.S.OR 410 S.S. %per ATE <CJ •• • • •i i • • • i i i IONAIL tit`s. • •• • • A.L(IWN MILlE�I;,P.E. •• • •• • FL P.E.#58706 • • • • • • • • • • TABLE 3A multion Capacy Table07aflt' OpeNng WVldth(fw metal!yspeftIM mmem)or Opening Height Ow h0azontalItt-M roving mtmns) I.�C win 801 70 in 00ti 80In f001 1201n 14031 1601 1 X 276 R Loaft T laadro Leafing L-*q L-01" tyay+g �Losting TroMam�f4 RedeT��. �a fm T`ra��. F L Ear 1 NEM Reale&* T`o0.ftg T�� ` n CO) ze.3115 Alu Tube I I fail, I a I 42 In 170.0 820 170.0 435 170.0 7M 170.8 478 170.8 888 170.0 506 170.0 982 170.0 519 170.0 Ilia 170.0 521 170.0 1240 170.0 621 148.7 1301 170.0 621 127.5 13M 170.0 6N 111.6 13M 176.0 62t 48N 170.0 708 170.0 624 170.0 660 170.0 Get 170.0 992 170.0 630 170.0 1133 170.0 Bet 151.8 1138 170.0 877 138.8 1139 170.0 6B0 113.8 t139 170.0 B80 97.8 1199 170.8 BBD 86.4 1139 170.0 680 60A25In 170.0 747 170.0 563 170.0 ON 170,0 831 167.6 1032 170.0 884 1489 1032 170.0 723 130.8 1032 170.0 747 117.4 1032 170.0 755 979 1032 (70.0 1`56 839 103x2 170.8 7115 73.{ 1032 170.0 750 541n 170.0 7B7 170.0 612 181.3 907 170.0 691 13&2 007 181.7 730 1209 907 1629 720 107.5 907 141.0 714 96.8 007 141.1 710 60A 907 140.0 TOB 89.1 907 140.0 709 90.6 807 140.0 709 00 O 8081 141.1 735 181.5 628 117.6 736 13&3 811 100.8 735 It&0 699 88.2 735 10&2 880 78{ 736 00A 503 70.5 735 95.1 578 58.8 735 01.8 674 60A 735 91.8 5M 44.1 735 91.8 574 J 8311 121.9 688 130.8 870 101.8 688 t1tA 667 07.0 60 989 547 7&2 B88 80.1 698 97.7 8W 639 531 60.0 666 7&8 626 50.8 860 114.1 3A 888 71.5 621 96.1 868 76.6 621 `L 9 6611 106.0 007 1124 522 88.3 607 961 511 7&7 607 88.0 601 66.2 W 77.1 493 889 80T 71.5 488 53.0 607 87.6 481 442 807 79 807 �.7 {74 33.1 807 �.7 474 Z a ppp�� 3Fx 72H 81.8 810 85.8 443 88.0 610 73.0 431 10 84.3 428 61.0 610 679 4111 4&4 610 83.3 H3 40.8 610 WA 408 34.0 610 8Z 610 41.4 �9 26A 510 b.9 398 L fnp [yJ 78N 68.4 488 72.6 4� 67.8 468 81.7 392 {0.11 468 64.1 365 49.4 458 489 378 38.8 458 44A 373 34.7 468 N.8 358 26.9 466 4A 488 38.0 368 21.7 458 36.7 968 � =60. r � 781n 64.2 435 6'7.0 381 53.5 435 68.6 373 41.9 496 49.8 368 40.1 435 44.7 380 35.7 435 409 355 321 435 38.1 351 28.8 435 29 435 Me 341 20.1 435 322 340 Q ` �_ 8081 419 327 43.1 290 34.8 327 36.4 280 289 327 31.8 240 2&1 327 28.3 275 232 327 25.7 271 20.9 377 23.7 268 17.4 927 49 327 19.3 268tloin 344 297 35A 267 2&7 287 28.8 252 248 287 28.0 248 21.6 287 23.1 244 19.1 287 209 240 17.2 281 198 237 14.4287 N x 108 W 242 227 24.7 206 202 227 20.8 201 17.3 227 18.0 1 1&0 186 CO) 111 b 228 216 27.7 104 112 169 218 111.1 1B1 16.8 7111 16.6 168 N X t2gm 17A 184 17.9 187 V X Q �r TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: d t0/) O AnOhorCa o Table ( __ _ �O�,yp SnblUeta 2.1k Conde 3.59 caro. motlowcmu FdedCMO PTWood mew (Op-)X`MUWONCAP.,�,,,,,,)'ANCHORCAP.- �`� A B"r Ek* W88 Elo 57tVBe* v4.88Ebo 0109twl 4128leel 612 Sleet AnchorClpPatterrm A aT1pe 3ftCEholl18e4on v1 EboUNecm 3116 EkeUlbeom tx Eiwli&aoan 19gacan AggmWta U5•oW A98re0ala 8e+eg1(tab)somw(o6) etmw(Os) USE THIS FORMULA TOOBTAMTHE'ANCHOR Edge Olemnoe&1k P 2.11T t• 2.12• 3-118• 1- 2-W P 2-lir Y 3.116' r 0.48• 09r 0824• CAPACITY REQUIRED'CORRESPONDING TO AN Emneftent9nk tax• taw• 1-374• t-374• r Mir 1-19• 1-1x• I-tx• t-+7r 1-Irr r taw I.3re• .edea ACTUAL PRESSURE REQUIREMENT FOR THE 2Aeebae®4.78.681.O.C.l8teMmdcrOOeet C9p(F1g.IR Was s90 39 aroma eeo lbs +644019 21091 2801bs 3541s 740 ms 314 roe 664 ros 94B ms Ime 442 m3 5601bs OPENING,WHEN IT I3 LOWER THAN THE MULLION aAaoirom®+-tb•Mm.O.C.l emndmd(of Offs"C9p tFb•2k 4eo(� 7005» WA NIA WA WA Seo 1M WA WA WA WA WA m t ee6 tm 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Andm 0 r W.O.C.1(2)W Angle Cup Ift.3k 7801b6 78026 080 Urs 1580 ms 11188 ms 540ms 580 ms WA 760 ma ?48 lbs 6801be 1892 ft 662 ft Mft 1120 ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Pn th ®0.46•A9n.0.C.!U-Mp,Wo.12V AIOm.(Fb.4k WA WA WA WA WA WA WA WA WA WA WA WA tW4 NIA 71610. CAPACITY WHICH MAY BE USED TO QUALIFY tAmro//F-C4ft.5k 19626 195 ft 22seq 44526 822 m6 13501s 140161 17716 37019 J. 332 ms 473 r 17010e 221lbs 2BOms ADDITIONAL ANCHOR OPTIONS FROM THE 2 Amb m 0 1.16•Min.O.C]F47P ft Bk 240 ms 350 m6 WA WA WA WA 100 lbs WA WA WA WA WA 341 tm -0d20e SBDIba ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. O CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEEP 24. compWaIl Ol)ULTRRVM diva C9aglvhh^f the Ple7IAa No"1 FIGURE 1: FIGURE 2: TABLE NOTES: Z • • • • . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. `land ado P7oducl Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METF10p. 11 117 •• ••• • • • • • 2)LINEARINTERPOLATl( tfTVfEV4LL:NG:HSAND/0R OPENING WIDTHS IS ALLOWABLE. FIGURE& • • • • 000 • :C�'�,.•'41GENSr•'•:F'0. • • • • 3)MULLION 0.�IQ O I0D CIsPS IHQWN• EtN ROT TO-SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.780• � Q; jp�E DI�i jfQeD IN T+I a Mill FOLLIDWING EflFiENSKINAL RESTRICTIONS SHOWN ON SHEETS 21-23. •yq; '•, FIGURE SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS _ No.50705 ANGLE CLIP MUST BE USED W PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - CONCRETE K UNIT(C S1•W NFOitM TO ASTM c t10 WODO SHALL PRESSURE-TREATED 376' r 2 q 1 FIGURE 4* FIGURE 5: FIGURE 0: ' YEL,�11S��RN PINS AN So OF 0.591 ALUMIl1UMSHALL BE 0083 T6 ANO BE A MWIMUM OF.120' 'Q SATE F!; W ® THI Tl1D3T0♦aEA►MINIB1l1MORADE THICK(18GAUOE).3TRUCTURAL3TEELTOBEAT i� • ..........OR.Up.•' \� Q. V X 275'X.375•MULL10N LEAST•1�5'THICK AIA A38►/RL 1RNCc��OoRS HJfb I�TAj L EXTEND AT LEAST 3 SCREW THREADS BEYOND 'i�Si�� • 0 THEMATERIALt71A10& 121ClIORs•It7r0WOOb Y TEEL,1&B S.S.OR 4103.3. r7, ANAL �.� •• • A.LYNNIhMLLE`t3,P.E. FL P.E.#58706 ••• • • • • ••• • • 00 so • • • • • • • • • • TABLE 4A ® 1t� Mullion Capstafty Table a8i OpenlnBWId6f(iorvar6ca9Y-3pa7Wr(Inmdtare)•rOpeningHelght(7orho Qyspartirgrmiions) �CC!tt2wgc� 501. 801. 701e ✓o 1. Win 100In 1201n 1401. 160 In i7t'"•{t$$�d o 1%276% Rwtm,Wlw 7teplMmp. Reeimgdat Ttepllifwig. Reols�gdw 7mpt7dae. RedenBdw 7iap/rdwS. Redanpilw TrapliH••. Reolalgdm Twp7(dertg- Reat®9dm TrelJTdang. Rwdet Tntpifda•g. Reotan9vter TieW111w19• 4M .860 Alum, Loam Loadn9 Loafing Loafing LOadng Loadtl9 Leafing Lwft Loaft Loadng Loafing Loa1Rn9 Low&O loafing uaft Loaft Loadn9 Load1.9 Tube C4 1 1 1 1 it 1 H 1 1 it 11 11 ff 11 11 o 42 In 170.0 820 1740 475 170.0 711 170.0 478 170.0 888 I70A 808 170.0 892 170.0 619 1170.0 1116 170.0 621 1740 12401 1740 521 170.0 1488 1740 621 189.7 182D 170.0 621 136.0 4820 1740 521 _ 4891 170.0 708 170.0 524 170.0 880 1740 584 170.0 89Z 170.0 830 170.0 1133 170.0 831 1740 1275 170.0 On 170.0 1N7 170.0 680 181.7 1417 INA 680 121.5 MIT 170.0 SW 109.3 1417 170.0 860 2 S0.625 In 170.0 747 170.0 583 170.0 898 170.0 631 170.0 ISIS t7Q.01 684 170.0 1105 1740 723 182.0 1266 170.0 747 W.31 1288 170.0 768 121-01 1288 170.0 768 104.5 1288 170.0 758 91.4 1298 170.0 758 LIJ 64 to 170.0 797 1740 Bt2 170.0 888 1740 e9f 170.0 1116 170.0 784 150.7 1130 170.0 803 133.9 1130 170.0 937 120.6 1130 1740 SW 1011.5 1130 170.0 891 841 1130 170.0 881 75.3 1130 1740 861 m J 801. 7740 886 170.0 701 148.8 916 782.3 781 I26b 818 1466 748 106.0 818 1323 735 97.8 918 123.9 728 87.9 916 118.0 710 732 916 114./ 715 828 918 114.0 718 84.9 918 111.4 718 f� 63 In 161.8 830 161.8 710 726.6 830 1348 694 108.6 630 123.2 581 94.9 830 1122 870 $4.4 830 104.8 SO 769 630 89.4 866 41.3 930 94.6 649 84.2 830 94.1 849 47.4 630 94.1 649 'A f) 88M 1321 767 740.0 BS9 110.0 767 119.8 638 84.3 767 106.9 824 626 787 86.1 874 79.4 767 a.1 BOB 88.0 787 84.2 800 85.0 751 79.0 683 472 787 742 891 41.3 767 782 891 721n 1012 638P774 84.8 838 91.0T2512i.5 80.1 630 63.8 838 722 521 646 836 88.6 514 60.9 836 623 608 42! we 67.2 SM 38.3 638 65.3 497 31.0 638 552 497 � Z ` 'M In $0.6 571 721 571 749 67.4 479 64.1 SR 80.8 471 440 571 55.8 484 43.2 571 61.9 459 38.0 511 47.0 451 30.9 571 468 447 27.0 571 M.5 448 ' �- 78in 80.0 542 847 512 70.8 342 827 458 540 86 552 449 464 842 51.0 442 40.0 642 47d 137 33.3 542 429 420 26.8 842 40A 428 2S0 842 40.1 423 F" o O 9061 52.1 407 43.4 407 45.4 407 39.8 348 325 407 26.6 34328A 407 321 938 28.0 407 28.8 334 21.7 407 25.1 327 18A 407 261 322 18.3 !07 23.0 819981. 42M 368 35.8 358 372 358 324 309 248 308 26.8 301 23.8 366 28.1 300 21.5 3% 24.0 296 17.8 365 21.0 289 748 366 19.2 284 N1081. 30.1 283 25.1 283 259 263 72.5 247 148 283 19A 244 147 283 18.0 240 141 283 10.5 237W1111. VA 287 23.1 267 23.8 287 20.8 23$ 17.3 257 143 231 144 287 185 218 N W rA 120 In 220 220 22.3 208 18.3 229 78.B 283 18.7 229 162 202 Q X O O TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: X AnOborCa al Table be ANCHORCAP.,,;,,u, 3uffiImte: 2.7k orere 9.6a Caro. HOW U Rlladt2dll PT Me1e1 (DP_)X( )°ANCHOR CAP.,•, 1'�---I Siren V4'�FJoo 61IVEtoo IIVSSEtoo 81o6ted $1281ee1 8128ted MULLIONCAP.,.�,,,,,, AnchorC6pPattem8 AWwTpw 31t5E1wUaeoon 1F4EbOU w01 IAaecon 3It5EtaoUmeoon tla EboUgmoan A 1pawOtl A90re0elat a""(05)60reW645L BMW(05) USE THIS FORMULA TOOBTA94THE"ANCHOR E4ge Dtsw"Qnk 1• 244 r 242 8.1x9• 1• 2-Ve r 2-v2• r 3•va r 0.�' &W 0" CAPACITY REQUIRED"CORRESPONDING TO AN Emtieenete tarn 1314• talc tab• 7 1.04• t-ve t-ur 1-114' t-174• 144 r tare• I-w %wren ACTUAL PRESSURE REQUIREMENT FOR THE 2Ambwa@4.75'WL C.0.fstattlmaoro9ed aW ft 0 390 ma 3930ia 4680a woma 1644 ms 270 On 28o lbs 394 roa NOW 374 M9 e%mn 948 ms sat ma 4a2 roa 5120 OPENING,WHEN RIS LOWER THAN THE MULLION a A..bw 01.15•Mm.o-0./SIeM•d(orO6ae0 Cpp ft n 4a Its ?W M WA WA WA WA 380 ma WA WA WA WA WA 882Iha 1120 ma CAPACITY(FROM THE TABLE)OF THE SELECTED 4At•bwe®3'AUn O.C.I M 2t8Angle pipe/(Flg•3k Tara 1800m 860 on ism tns tae r" 5400m ttmron WA 760Poa 746 lbs SWft t8920w 6825te 1120taa MULLION.IT WILL YIELD A MINIMUM ANCHOR Pn! 0.45&P.C.I UQIp,IntD A25 Atom.(149.4k NIA WA WA WA NRA WA WA WA WA WA WA WA NIA lisps CAPACITY WHICH MAY BE USED TO QUALIFY 1 Andror/P•CBP(Fq.Sk ISS lba 185Iba 2256a 4086a 622 Op 135 ma 140 tba 177 Na 3700s 187@9 332Iba 473 Pon 1701§ 221 tb1 2BOIba ADDRIONAL ANCHOR OPTIONS FROM THE 2Ar•Igre 1.15M1..O.0!140Q(Fl98k Z400e 350I� WA WA WA WA t961b WA WA WA WA WA 341 Om 442tas 680ma ANCHOR CAPACITY TABLE RODi1CfRBVL%D NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED N THE EXAMPLE ON SHEET 24. °Ah the ftdda FIGURE 1: FIGURE 2: TABLE NOTES: on �2p� 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR NFORMATION ON LOADING. ado Prodacl Cenaol SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. \\\\1111711/j/j 2)LINEAR IN1,rE§P0W!N WTIi1EEN MULL IENORHS*MR OPENING WIDTHS IS ALLOWABLE. � � FIGURE 3: • • • • • • • • • 0�..••••••..• Q( i� 3)MULLIONe4ND MU CLII�L4�t'fji TQ>3CALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760` ��•; \•\CENSE''• - F' i • • HOLES TO BEORALE®Btl T DFLE F OLSIMEN$�DNAL RESTCTIONSSHOWNON SHEETS 21 117 FIGURES3t��1MSU T£ �LEGATIONS. No.58705 ANGLE CLIP MUST BE USED N PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 6w CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 660.WOOD SHALL BE PRESSURE-TREATED I Up '•• ( ZR t ej',•t(7 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG O 0.65.A UMINUM VHALL BE 806375 AND BE A MINIMUM OF AW S ATE OP 71/� THICK.STEELSWbSTOBE IP[hCH4RADE33AND.06YIHICK 18 GAUGE STRUCTURALSTEELTOBEAT LEAST.7254NI D A30. CHQRS INTO MF•TAL SMALID EXTEND AT LEAST 3 SCREW THREADS BEYOND V X 2.76•X.660•MULLION �` ''•��ORIDP.•'•G\? ® THE MARE LI..df 8#1ZAN l RS WTO WOOD MALATE S'TE&18-g S.S.OR 410 S.S. 4a �� • •• • • • • • • •• • •• • • • A.LYNN" 16IIL{tLER,P.E. FL P.E.S 88706 • • • • • • • • • • TABLE 5A � Mldlton Capsofty Table bSW Openitl8 WIdth Prvar6ce6Y Dparrfin9 rraAolts)orQptmIn0 Hslght(lort0tbw2a6y-9ptlMng mnlerls) �a1 68N DON lam sem Dom ION" 12D InJ--t 140N Isom to Reotangder MyAdan9. Reataapd� hepr7den,7. Reataleda TwpMt6r• ReabWia TralYfdM Itedwa Tiepmm% Rent wjw TaPnb% Reowd ata m Tepl7Wan0. 1"x3.126"x Loaft Loada0 Leaft Laft Load" Lw a9Loaft Load" I.oaan9 Uaan9 loaft Loaft Luft n9 Loafing Loam Loadn9 Alum TW Mull �' 1 04 ja �• Vls1 Z42In IMo ON 170.6 436 170.0 744 170.6 478 17.0 888 170.0 808 110.0 082 170.0 819 170.0 1116 170.0 621 170.6 1240 170.0 621 170.6 1488 1736 170.0 621 INA 1802 170.0 52 46N 170.0 708 170.6 521 170.0 668 170.0 584 170A 882 17.0 630 170.0 1133 170.6 881 170.0 1275 17.0 877 170.0 1417 170.0 880 167.7 1677 170.0 668 136.1 1677 110.0 880 1183 1877 iM.0 680 � �� co 60.626 In 170.0 747 17.0 663 170.6 US 17.0 631 170.0 10(8 170.6 O64 170.0 1108 170.0 723 17.0 1346 170.0 747 170.0 1494 170.0 Me 141.7 1496 170.0 MO Ina 1485 t70.0 Me 108.3 ILtl3 170.0 760 W O�j 0 Nm 170.0 707 170.0 612 IM.O M 170.0 891 170.0 1118 170.6 764 170.0 1270 t7&0 eo3 18&1 1401 170.0 837 14.6 1401 17.0 668 124.0 1401 170.6 881 108.0 1401 170.0 881 83.4 1401 17.0 881 m 80N 17.0 886 17.0 MI 170.0 1083 17xO 787 168.5 1168 17&0 876 138.7 1158 167.0 028 123.3 1150 188.6 917 111.0 1158 149.7 910 We 1168 144.6 903 79.3 1186 1M9 1x13 49.4 1168 144.6 003 63N 17&0 630 170A 746 168.8 1048 170.0 660 137.0 1018 168.6 NO IWO 1049 141.7 Me 100.6 IOU 132.6 830 10.9 INS 12&6 828 7&0 IMO 119.3 820 a" 1069 118.9 ale 509 1049 1189 619 j 8Bm 188.8 066 170.0 789 13&0 866 151.3 SM 11&1 055 133.7 Me 1043 NO 121.4 776 92.8 865 HU 766 63.4 069 106.4 757 8&8 ON 099 749 59.8 860. 88.7 7d8 62.1 966 0&1 748 ? �$ ,g Min 120.6 803 134.0 897 101.0 803 114.0 682 919 803 101.1 era BOA 803 013 BSO 71.4 683 N.9 N9 44.2 803 MA 042 516 803 723 632 45A so 89.8 en 40.1 803 69.7 847 � � Z 76N 1092 721 111.1 620 91.0 721 87.0 818 78A M1 85.1 406 88.3 721 789 668 68.7 721 70.1 848 64.8 721 86.4 679 48.6 721 68A 669 39.0 721 68.8 684 N./ 731 6&1 883 1..�. _Min 1019 884 105./ W 64.2 864 68A 587 723 ON 7&4 678 83.1 884 7&4 867 6&1 bad 04.4 666 60.6 684 689 681 421 881 64.1 N1 Al 884 61.3 63a S19 884 BOA 6N 80m 85.8 814 68.0 498 N.8 814 87.8 468 47A 814 60.0 440 41.1 814 l4.8 439 3&6 814 40.6 427 329 814 37.9 421 27.4 611 33A 412 Y18 814 68.4 406 20.8 614 20.0 103 "d- G 08N 64.2 452 68.7 4N 45.2 452 47.0 306 38.7 452 40.9 390 33.9 452 $44 3N 30.1 452 329 376 27.1 462 30.3 373 226 462 289 3N 19A 452 243 359 10.9 452 22.8 355 N 8 A- INN 38.1 367 389 322 31.7 357 S27 917 to 273 $57 28A 312 239 357 283 308 21.1 367 227 303 1&0 361 20.8 208 10.9 367 1.0 203 73.8 357 183 287 11.9 387 16.0 283 N N Y � III In 38.1 338 38.8 308 28.2 338 30.1 301 26.0 338 MA 206 219 33B 2A1 202 19.6 3N 20A 2811 17.9 338 10.0 284 149 338 18.5 278 12.6 338 14.6 273 1t.0 33a 13.0 289 120N 27.7 288 282 283 23.1 289 23.7 1&8 289 209 268 17.3 280 18.1 252 18.4 288 18.5 248 f19 288 14.0 248 11A 268 /2.D 240 0.0 289 11.4 238 6.7 280 10.4 232 Q O TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0. AnahorCa W Table a ANCHOR CAP.,,"„, , - � st"tM16 2.71tOxc &5k cam. amu FMMCMU PTWOW lads (OP,)X )"ANCHOR CAP.,,, NIC ER6 114.98 Ek WB'eteo v4'SS Etta ew else 81281ad 812 SIM MULLION CAP.,,,,,,„„ AnchorCOpPattems Ambat7pa WtVMCO DUsm Urecouameon Uarazal 3!is'ElaoUI(mcp 94*EtOUama0n A>a(I a Uriman A119ce0dorSepa1(ca06cres(c46) screwpm USE THIS FORMULA TO OBTAIN THE'ANCHOR r adaOepp r 2-ur r 2-vr 3.1r6• V 2-w t• 2-1rr z Mw z OAS- oar aszr CAPACITY REQUIRED•CORRESPONDINGTOAN EmOeerlea 1,74^ ta+r law• 1ar r 1-114• 1.114' 1.114• 1.90.• 1410 1474• z tea• tal8' Was ACTUAL PRESSURE REQUIREMENT FOR THE Mm404.79'M1n O.C./SfMOadar Oltsal lFI013 mums NO dBs On 69Dma 1844 ma 2701)3 leo ma 361 ma MOMS 874 Ors 0.N the MaD 31111] 442 m0 690 OPENING,WHENUI3 LOWER THAN THE MULLION 4 ArcAae®1.16•eaN o.0 l stdatana(a oreeyc'eP(Flg 2r 4001)4 7000is tI/A WA nw I11A 3600• 111A ILA Ow IUA r9A Degan 885ma 112D Os CAPACITY(FROM THE TABLE)OF THE SELECTED dA1xMn®3'RiN.O.C.I(2)2t6AigleClip4/(Flg.97 780 Ms 17 680 an 186004 111881.69 6/0Ws 860110. NIA 760110. 748 Ds BBDan te9zan 6524n N50a 112Dca MIUWON.RWILL YIELDAMIWNIUM ANCHOR 3Arerod®0.45'MH.O.C.Iuop,wo.t28'A)n0 fta 41 t1IA IUA NIA IVA IUA IIIA IUA WA IIAA WA WA IUA IUA t0A w73 as CAPACITY WHICHMAYBE USED R QUALIFY I Aaha/F•-CBp(MO 61 105w ;les 2w On 445fos eman ISB®s t409v man 370m1 t1179n 332 Me ar39n ooan 231 ms 28004 ADDITIONAL ANCHOR OPTIONS FROM THE 2Anttad I,IWIML O.CJF 9 201 3:O tea tg WA IUA IUA 10810.4 IIIA IUA 110, IVA tUA N1Bn 442 m9 8601)4 ANCHOR CAPACITY TABLE. ODUCfRBV136D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLW. oomplylny 1166I&pie M 1••1.000"1 wadies No FIGURE 1: FIGURE 2: TABLE NOTES. 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. PrOdvet niml 2)LINF�MVERk�fIO�IBCrwgdI�4U Uf4GTj{iSAND/OROPENING WIDTHS ISALLOWABLE 3,125. pN� FIGURE& 3)MULL; AND M{JLj10KCLIPS AWN MW NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 r_ •' �tCENSF''•�Fp �� . • • • HOLES TO � 1 ES IN4THBFIElD FOLLOWIRG DIf�EiUSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. - FIOURESI6NOW 61U16aESTL.0 PrO XUNA AbLE•LbCATIDNS. 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 C-90.WOOD SHALL BE -TREATED •, ffE- J1X3.I26'X.5'MUU.I0N FIGURE d: FIGURE 6: FIGURE 8: YELLO1 SOL 7fiFeN PINE t4TTH Ali S GODF 0.65PALUMINLO HALL BE 6D83•T5 AND BE A MINIMUM OF.126' O /T S THICJ.SWELSTUDSTO9EA4MINIMIUMGRAD 99� Lf THICK(16 GAUGE)STRUCTURAL STEEL TO BE AT VFMULLION ,c� F(ORtOP.•'• ��` LEAST.136'THICK AND A36.ARL) &JOFtSLINT lU1 ACS DREAD AT LEAST 3 SCREW THREADS BEYOND (I- ) ii-S4S ••'•••.•.• t,.\�: THE MdffRRIAL.210&%12 A"O I O d 0oD Y 96 SWEL.18-B S.S,OR 410 S.S � II II II II��II • • ®• • • • A LYff1�r1�11L11.��t,P.E. •• • FL P.E.#66705 • • • ••• • • • • • • • • • • • • TABLE BA _ Mu lonCapsOgyTable&am Opening WltUh(f0rveAcs*spsWn9mWons)crOpeningHeight(for hoftenteylspalWrgmWon9) CWW S Win M10 "in I Win Iin t001n VCh 1401n 1W O t7d ReotmPAm Tiep l6art0. ReotanPdm TwOrfil m. Neo/malar T-P*w-t Re-sdtt Ttap✓afau& RWWm9 W TtaN7Am+8. Reolan9der 71m infew r6x1m8mer TWOMMM Rmkww Ttep7rAsnc. RmWuler MgWatm9. gSi d 1 x4x.126 laadm9 LoadnB Loafing LoatnB LW&N Loa409 Lada LoadM Loadtn0 I... LondRB L0ao3rta Loaft Uvft Loaft Loaft Loaft LOadt9 b'Y 1Y Alum.Tube fill 1 11 I I I I 111 it I 1 F �Lm 421n 170.0 820 170.0 436170.0 744 170.0 478 170.0 608 170.0 608 170.0 982 170.0 618 170.0 1118 170.0 521 170.0 1240 170.0 821 170.0 1486 170.0 621 146.8 1489 170.0 Gal 127.9 14170.0I0 621 W 48 to 170.8 708 170.0 604 170.0 050 170.0 684 170.0 982 170.0 eW 170.0 1133 170.0 001 170.0 1276 170.0 ell 100.3 1303 170.0 Me 130.3 1303 170.0 BW 111.7 1303 170.0 Me 87.7 1003 170.0 600 W 60.026In 170.0 747 170.0 663 170.0 Me 170.0 001 170.0 1046 170.0 084 170.0 110 170.0 728 tb&1 1236 170.0 747 140.6 1216 170.0 750 117.1 1235 170.0 Me 1004 1236 170.0 Me 87.8 1235 170.0 768 W p� O 64 h 170.0 787 170.01 012 170.0 968 170.0 691 170.0 1118 170.0 784 164.4 1166 170.0 803 1372 1168 170.0 837 123.6 1186 170.0 600 102.9 1108 170.0 001 882 1168 170.0 881 773 1158 170.0 081 10 O F Mtn 17.0 888 170.0 Mt 188.7 1042 170.0 787 14x9 1042 MIA 052 126.1 1042 146.7 815 1112 1042 109 001 100.0 1042 130.2 791 83.4 1042 12&1 782 71.6 1042 125.1 700 624 1042 125.1 7M 63 in 170.0 800 170.0 745 161.2 962 183.8 818 129.6 692 144A 798 113.4 897 151.0 762 1004 002 121.4 Me 80.7 BE 114.8 766 M.S 882 t0&4 745 64.0 882 166.0 744 00.7 M2 10&0 744 Mtn 18&4 847 170.0 7M 137.8 947 14&0 780 11&1 847 130.3 Me 1034 847 117.7 762 91.9 847 100.7 738 627 847 1022 007 6&9 847 96.1 713 69.1 947 94.0 711 51.7 847 94.0 111 yy�99 MN 136.9 849 142.7 737 1132 049 121.0 722 07.0 849 1089 Me 04.9 049 984 MB 789 849 88.7 Me 87.0 W 82.7 676 608 649 76.3 Me 48.0 $0 72.6 682 42A 848 72.4 M7 ? a Mtn 116.0 762 120.7 8W 00.3 782 1018 860 62.6 782 9&0 610 72.2 782 809 628 "I 782 742 820 67.8 700 002 813 4&1 782 11.8 602 MA 762 009 007 36.1 742 6&4 006 � (q Z .� MIA 108.0 724 1/1A 634 00.0 724 649 MI 78.3 724 009 009 009 724 74.4 600 004 724 8&1 591 63.4 724 &1.4 683 444 724 57.3 673 3&2 724 84.3 667[1'.7 724 634 886 001n See 643 714 483r24.5 543 60.7 474 48.7 643 618 488 434 543 47.1 408 3&6 643 429 462 344 543 39.6 148 28.0 do 34.9 436 24.8 843 311 430 50 30.7 426 1a�•_ 2 O 06In 67.3 478 689 427 478 49.7 418 409 478 432 412 36.0 470 3&6 400 319 476 34.8 400 28.7 479 310 M 23.0 478 28.1 368 20.6 478 25A 300 476 242 378 N N p s 1081n 40.3 377 41.1 341 377 34.8 335 26.8 377 30.0 330 28.2 377 2&0 325 22.4 377 244 321 20.1 377 22.0 317 189 377 19.0 310 14.4 377 17.1 308 N •' III In 37.1 387 37.8 323 . 318 215 367 27.8 313 23.2 367 24A Me �9 357 22.0 300 t&6 367 00.1 301 16.4 357 17.4 204 S2INIn 29.3Sae . 308 2&1 aH a1.0 Sae 21.7 270 16.3 a69 193 287 10.3 308 17.3 263 V X ¢ O O 14400 111) 212 172 iW ¢ TABLE BB _ ANCHOR CAPACITY ADJUSTMENT FORMULA: � � � Ano o Ca a Table ba s1A09me: 22k cdnrm0 ;1898 CON. 1ldbergAU FMW CMU PT V M� i0P )X(ANCHOR CAP.•'°D-ANCHOR CAP. 19'0811100 6118'RW V4'88060 61081eet 012 8tW 012 Bted `MULLION CAP.,,o,,,,, Anchor CUP Patterns A"mi0f 3lt6•Hoo Ultracal 1!4'area UBraoan 3111 EUoNOeeoR 1/4'Ike lilUeOm Www A99MGRW shrew 646)S4tew(05) serew(00) USE THIS FORMULA TO OBTAIN THE'ANCHOR 96P"blow Mk r 2-Irr 1• 2-Vr 1• 2-1a• r 2-IW3nre• r 0.46' 0.54• 6.324• CAPACITY REQUIRED'CORRESPONDING TO AN embeammt 1.3+4• 14t4• 1.314• 1.31P1.00 1-1l4' 1-IW 1-V4' 144 r 1318' 1318' wttet ACTUAL PRESSURE REQUIREMENT FOR THE 2.000000®1.71 kUn.O.C.18tanOdd m Oftel cap fFU.162): 360 B0 9901bs 450 A0 800 a0 270 ma 2MIbt 351110 740Ms Lbs 840 @4 341 da -'4U-t00 600169 OPENING,WHEN ITIS LOWER THAN THE MULLION 4AMbat®2.2VMh.oQIRff td(WO5ta0CIOt�s3): 7Mfbs 700 HIS 533 M8 14101bt WA 580 ft WA esowswens WA 662na 006ms tl2alm CAPACITY(FROM THE TABLE)OF THE SELECTED SAndm0I.15 MK O.CL/6lendad("O0te0 CAP(Fla.47 90080 14W Po* WA WA NA 7WTb9 WA NA WA WA 1383 PA 1770ha 2200 as MULL ION.IT WILL YIELD A MINIMUM ANCHOR 4 Atnhry®W N.O.C./(2)2r6AtM%CUM I(FIO 4 MefEe Me PA M06s 16Mtb0 5ro lb* 5WIbt N/A 7MIbt 86o t 1862 Bit 68290 885 nt I CAPACITY WHICH MAY BE USED TO QUALIFY B AMIAM®3'Mh.O.C.IR)238 At&C31t I(F�,4 117060 1170 ms 10Cp01bt 234000 aro fat 840IEa WA 11401ba 1320•s 2WrM 1022 tbt t32716t I=lbs ADDITIONAL ANCHOR OPTIONS FROM THE 4 AMhme®0.47 Ban.O.O./U4MA.Uft.126'AlaO.(11.7}: WA WA WA WA WA WA 1N1 WA WA WA WA WA NTA WA 1430 as ANCHOR CAPACITY TABLE PRODUCTRBVISIM 2AMbme®2.M5'Mh.O.JF-Mp(Fta.4 35000330 tbs 2A0•s 705lbs 478•* WA 20000 WA 1 315 Ma I WA 4401he WA 341 @t 41310a 5WIbs pl � 4AMAo0 1.18'MIR.-F-M 400 PA 700W WA WA WA NM380M N/A WA WA N/A WA 88200 BM Ib 1f201bsNOTE:FOR THE OFFSET'CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -'j9 TABLE NOTES: 4ieml d 1st o) FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USIIJG THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.SEE \\111 I t t!!I P • • • >ifi$ET(iSFO0GBNER0 I0ST�ILL/sflQW METHODS. • • • %LINEAPjI jTE)30W§N t7"MUll•LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. P�1 \,\GENSF •..F.p ow •TO BE DRILLED E FIELD FOLLOWING E NOT TO SCALE.FOR NO DIMENSIONAL RESTRICTIOEXACT NS SHDIMENSIONS,SEE SHEETS 21-23.OWN ON SHEETS 21-23.FIGURES HOLES HOW 4' No.58705 FIGURE 6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. - • 4y 3 TRATES:�.O Cfi�jF•4HALL QONFORM 470 AC!301 SPECIFICATIONS.HOLLOW ANO GROUT-FILLED �O ZE �S (VII • • • • • COIQ BLO�1�NW41T(CK4h S 1 CONFMM i0 ASTM C.90.WOOD SHALL BE PRESSURE-TREATED YELLOW .126' cvn FL ORIOP. \?: ERN PWf•Wt1H AN16G OF 0.611 MUM HALL BE 8063-T6 AND BE A MINIMUM OF.125'THICK.STEEL ••STUDS TO BE A MTROS1lR4►GRADE•J3 RND TH K(18 GAUGE).STRUCTURAL.STEEL TO BE AT LEAST.12 tV THICK R NAX. ANGLE CLIP(FIGURES 660)MUST BE USED IN PAIRS. •AND ARM ALL ANCHMETAL SW�L D AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 1'X 4'X.128 A,LYNN�iILti9R P.E. ••#12 AVICHORS It,?f8 WOOD-MAY BE STEEL.10.8 S.S.OR 410 S.S. MULLION FL P.E.#618705 ••• • • • • ••• • • • • • • • • • • • • TABLE 7A Mul3on Capaidly Tabu I n� Opening Width(IbrIoartt elly-speMnDmLftrd)-QpmtlngHelght(torhol4ontawsparWnBmag9ns) 601. BON 70 In 80in WN 1011 in 120 in 140N 180N o Reoten9Wm AaplTdmq• Ramanpdm 74aWrdmq• RaoN+gWm Trep/Mmq. Ruder TrW7rdmq. t�an9tdel Tt�iTdarq. Aaotan•4Im TmF 010118• Reota�dr 1taAtTAan6 RaQel �D �. Raaen9da� T�eWTda�e• d 1 x 4 8.375 Loadas Loaft Lea4tq Londrq Loaft 1.084119 loedeg Lcedrq Leadtlq uad119 Lowing Load" Lmdng L-ft L-4n9 Lo-ft9 Lmf9 Leadrq �. C :d Lo Alum.Tube 61111170 � � a m o 421. 170.0 820 170.0 438 170.0 744 170.0 470 170.0 868 170.0 We 170.0 802 170.0 619 170.0 1118 170.0 521 1170.0 1210 170.0 621 170.0 1 14881 170.0 621 170.0 1738 170-4 621 170.0 111&1 170.0 621 ,J 481. 170.0 706 170.0 524 170.0 NO 170.0 5894 1703 882 170.0 630 170.0 1133 170.0 881 170.0 1278 170.0 677. 170.0 1417 170.0 880 179.0 1700 170.0 880 170.0 lees 170.0 WD 181.8 2024 170.0 680 50AMIn 170.0 747 170.0 1 503 170.0 886 170.0 031 170.0 1048 170.0 864 Imo 1195 170.0 723 170.0 1348 17MO 747 170.0 1 1494 170.0 768 1 170.0 1793 170.0 748 168.0isle 170.0 756 138.8 lots 170.0 766 04 in 170.0 797 170.0 812 170.0 968 170.0 891 170.0 Ili$ 170.0 784 WOUA 1278 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 888 169.8 1789 170.0 881 137.1 1709 170.0 881 120.0 1788 170.0 am 00 O O 601. 170.0 BB5 170.0 701 170.0 1083 170.0 707 170.0 1240 170.0 078 170.0 1417 170.0 944 170.0 1694 170.0 998 1653 1619 170.0 1033 120.8 Isle 170.0 1063 111.0 Isle 170.0 1083 97.2 isle 170.0 t003 p J Wm 170.0 8.10 170.0 744 170.0 1118 170.0 070 170.0 1302 17x0 840 170.0 1488 170.0 1016 168.7 1642 170.0 1078 14tA 1642 170.0 1122 117.8 1642 188.6 1168 100.7 1662 167.0 1167 88.1 iN2 187.9 1187 681n 170.0 974 1'70.0 788 170.0 lift 170.0 SM 170.0 1384 170.0 1002 180.0 1472 170.0 1088 142.8 1472 188.0 1148 1283 1472 1683 1130 107.1 1472 147.8 1108 013 1472 146.0 1/W 80.3 1472 148.0 1104 Z 721. 1740 1083 170.0 878 170.0 1275 170.0 1009 IWA 1820 186.2 1101 1320 1320 149.8 1082 117.3 1320 137.8 1066 1083 1320 12&8 lots 1&0 1320 117.0 11124 75.4 1320 112.8 1013 me 1320 112.6 1012 p2 d 78N 170.0 1122 iTOA 837 148.0 1184 168.4 1013 128.2 1184 139.8 984 1122 1184 128.7 9TB 88.7 118{ 1183 984 BB.B 1184 107.0 862 74.6 1184 973 838 84.1 1184 931 927 68.1 1184 923 078 411 Z 78 in 188.1 1124 170.0 907 130.4 1124 147.0 866 119.8 1124 128.0 847 103.8 1124 115.0 931 923 1124 IDSA 018 03.0 1124 98.6 908 09.2 1124 693 890 69.3 1124 84.3 881 01.9 1124 83.2 878 pp�7t r 90 N 108.1 814 111.8 780 80.1 8k 91.3 738 772 B/d 82.1 721 873 814 73.3 712 80.1 Bad 868 702 04.0 844 81.4 893 45.0 614 842 878 3BA 844 60.0 888 33.8 944 47.7 882 ,� p L144 88.1 742 913 683 74.2 742 77.2 862 838 742 072 641 66.7 742 598 831 493 742 &.1 622 443 742 49.8 614 37.1 742 416 800 313 742 39.8 680 27.8 742 373 08482.8 888 833 830 62.1 688 63.6 521 44.7 886 40.6 513 39.1 888 !1.4 006 34.8 088 373 488 31.3 886 34.2 482 26.1 686 29.8 481 62.3 686 28.8 476 103 688 247 488 N 757.6 886 68.0 803 48.0 658 49.6 495 41.2 888 429 487 39.0 BBS 38.0 480 32.0 868 34.2 473 28.8 888 31.3 487 24.0 858 21.1 487 200 588 24.3 418 183 66648.8 476 �.! 433 38.0 {78 38.0 420 328 176 33J 420 28.6 478 29.8 414 26.3 418 288 408 228 475 243 401 f8.0478 21.1 3944 18.3 478 18J 387 14.3 475C1xO0 28.4 330 26.7 306 220 330 Yd.4 301 Nae 39D 19.3 287 183 330 17.0 293 � TABLE 7B _ ANCHOR CAPACITY ADJUSTMENT FORMULA: AnohorSe of Tattle s I' e: 2.79C4mlda 15YCmq. Houmcmu FIDedCMU p7wood Mess (DP,,,)XtANCHORCAP.,,o,,,,,,=ANCHORCAP.- �� Bt18"E1oo tla•eSFJaa M18•Eloo 1/4.88Ebo MO steel 9128106% 01670007 MULLIONCAP.,,000.,. AnOhorC6pPattems Aftawroc 318 UooUltre3on 7f4•Eb0U0mo•1 3718 EteoNta00n /i4 EboU 0020Ubtm 1WElo A9gBCetot RTE! ADpr8EicT sore. et SM(05) 8128tOSf USE THIS FORMULA TOOBTAIN THE'ANCHOR Edge 01stame 811 1• 2-IJ7 r 24W 3-146• t• 2-12• r elm r 3-lAr r 0.49• ate o.v CAPACITY REQUIRED"CORRESPONDING TO AN Em.dme9 k 1.36• 1314• 1-XV 1614• r 1.11'r1.19, I-IW 1-iW Mir 1-114• r 1379' 1318• %odea ACTUAL PRESSURE REQUIREMENT FOR THE 2AMhm@4.?WMhO.C.18tendwdwOffselClpft.1821 3001. 3901. 4M1. Men IMM 2701. leo Ibs 354 na 740 t. 374 rm 684160 9401bs x1169 442 560 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhme @ 229 Mtn.O.C.181mldetd sx058e0C6p ft.3): 700 Ne 700 t. NO Ne 1410196 OR•e WA 6801178 WA 030 Ne WA em em WA MMS 6951. 1120150 CAPACITY(FROM THE TABLE)OF THE SELECTED 8Ardm S 1.15•Met.O.C.I Stmidmd(aOMM)C8p ft.4k 98099 140009 WA WA WA IOA Twee NIA WA WA NIA WA 13834. tiro Ne 22401. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amhom@ 31 MN O.C.1(2)2 t6AMb pipe I(F19.Bk 766 Re 780 t. 680 ros 1560 ma 198 ma aaomo 580 roe WA 760 On 7464. 890 t. 1892 sm 60203 6851. 10011A CAPACITY WHICH MAY BE USED TO QUALIFY 6Amhme @ 3•Mtn O.C./(2)20AB219 peps I ft.091170 mo 1170 t. 1020 203 2340116 284403 810 Ma x01. NIA 1140108 1122 Na 192009 283829 102209 1327 Na 16801. ADDITIONAL ANCHOR OPTIONS FROM THE 4 Amhme @ 0.45•Men.CLO,1 U171P,NN.12S Alen.09.7r. WA WA WA WA N/A WA T6A NTA WA WA WA WA 14lA I4W 1430 ft ANCHOR CAPACITY TABLE ODUCrREVIS® 2Anehme@2.2r MN.O.C/F42IP ft 8T 350 N9 3S0 t. 29099 "Sem 478 A• WA mus WA 316@9 WA 449 N3 WA x1 @a 4621. 550 me 0404 withaDFla11de 1 Afg1.48@t.tb'M(0.O.0/FC6p(Fq.9k 480119 700 ms WA WA WA WA 38009 WA WA WA WA 1. 41 WA 882891. 1120 ma m NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. utir r•- --•j 1.000• r- TABLE NOTES: MawPrdd9ci Camrot 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION FIGURE 9: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES: ON LOADING.SEE SHEETS 7i4 FOP GFFNERAI•IWTALIATtO N METHODS. \11111 1 I i r r! • • • • • • • • • •• ••• • • • • • LINEAR R4RPbAO4BF N tiUI.ISLENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • • • • • • • • • 3)P14LION AWD M=4 0N4CLIM SROVlN AR ttT TO SCALE FOR EXACT DIMENSIONS,SEE 4.000' / SiIWTS W-MHOU16frO BEbRIU%D A@ T�IELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' � NO.58705 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - tTATIEI FlOUREb: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1361 SPECIFICATIONS.HOLLOW AND jjiiR01�'¢11`I.EO CONaRETfieStOCK UNDP(CMU) ANS ORM TO ASTM G•U WOOD SHALL SEQ :•ell: • • • • •7er-SSUitE-TREATED 1ELLOW SOUTH P AN 30 OF O.Sb.ALUMINl1M SHALL BE '•,FLORIOP, G\�� • • •630345IIIND BE A MIN 18F AI ST 1. TUDS TO BE A MINIMUM GRADE 33 AND.046' 376' .376' �'•�sS/��A��` 116ICK(1S OAIRiE).ST Rl4L 3 TO4PE 4T LEAST.125•THICKAND AN.ALL ANCHORS -T �i7 i %%` ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. I9t0 Mt i�SHALI.Fj('fEN 4T LEAST 3 SCREW THREADS BEYOND THE MATERIAL.010&012 P X 4•X.375' i 1•X 4•X.376' A.LYNN�I'L1LER,P.E. •%NCHO INTO 4 D MAY BE STEEL,1&8 S.S.OR 410 S.S. T-MULLION MULLION FL P.E.#58705 • •• •• • • • ••• •• • TABLE 8A MulOen Capacity Table IbeAt11 OpeningWidth(for var6ca*spentlngnvAons)orCpeningHe%ht(forhat y%spalWngmu6oro) te WM 60 in 70In wrn 901n t001n 120 in 140 In 18010 Il. 6 126^X Reeten11ulm 4gArAan9. neete�ptar TmMan& Reder4fuler TrepTdmtg. Ra6tan9uiaa TroPRda00. R¢a10n8atar Tmpaim•. Reainn9ulm Tie}JTAen9• ar Trep/hiau6 14aa1a09�s< TnplrAang. Ra6lattguiar TtOp7fdan9. 4 Loafing Loft Loaft Loaft L-cm loedrq LoaaW Loaft Loaft Loaft Loaft 053808 L-An0 Loadrb) Laedin8 LoaeMO loneBnB 1.aeArg P;' 3.188,xd 268"Alum � � LI Tuba Mull �. � � � � N $ m N gy 42M 170.0 620 170.0 498 170.0 744 170.0 478 170.0 BBB 170.0 699 170.0 992 170.0 618 170.0 1118 170.0 621 170.0 1240 170.0 621 t70.0 1468 170.0 621 170.0 1738 170.0 621 101.8 1789 170.0 621 o LU 481n 170.0 708 170.0 524 170.0 880 170.0 684 170.0 9112 17.00 630 170.0 tf33 170.0 811/ 170.0 1278 170.0 677 170.0 1417 170.0 BW 164.8 1848 170.0 880 I= 1648 170.0 680 116.1 1548 170.0 880 W.B26M 170.0 747 170.0 683 170.0 899 170.0 831 170.0 1018 170.0 884 170.01196 170.0 723 170.0 1318 110.0 741 187.0 1489 170.0 768 139.2 1488 170.0 766 118.3 1468 170.0 756 104.4 1488 170.0 768 2 0 5410 170.0 787 170.0 812 t70.0 868 170.0 891 170.0 1116 170.0 754 170.0 1275 170.0 803 163.1 1376 170.0 637 148.0 1376 170.6 868 172.3 1378 170.0 881 104.8 1378 170.0 1181 91.7 1378 170.0 881 In In � O 60 In 170.0 885 MO 701 170.0 1083 170.0 797 168.9 1158 170.0 878 139.0 1168 187.4 BW /2&8 1168 188.8 918 111.2 1188 180.0 812 92,7 1168 144.8 808 78.4 1168 /M.8 868 88.8 1188 144.8 904 J W J 631n 170.0 830 170.0 745 180.1 1051 170.0 8W 137.2 1051 168.8 862 120.1 1051 14ZO 848 106.7 1051 1923 637 88.1 1051 126.7 890 80.1 1061 119.0 622 860. 1061 119.1 821 80.0 1061 119.1 621 so In 167.1 967 170A 789 139.3 057 151.6 80 118.4 867 134.0 790 104.4 967 121.0 777 820. 067 112.8 787 03.8 057 108.8 769 MA 857 100.0 750 68.7 967 68.0 748 822 067 9&9 748 Z rg 7210 12&7' 054 1362 898 /073 BN 116.7 884 910. 801 1 101.9 871 800. BM 91.4 605 71.6 808 84.1 805 81.4 801 T&8 643 630. 601 773 839 48.0 054 680. 6211 40.2 804 890. 8� j g 781n 10&4 722 114.4 630 012 772 072 818 782 772 863 BOB 88.4 722 7&7 698 8&8 722 703 688 64.r 7?2 660. 605 kL6 772 M.6 670 05.1 772 W.T 056 342 772 6&2 684 z Lp 781n 1012 886 106.8 800 84A 085 8&6 60 723 88S 78.5 677 633 BB8 70.6 886 052 1186 84S 600 8&8 885 8&1 553 422 886 84.3 549 362 888 61.4 057 31.8 805 ear 638 90 in 05.0 816 88.0 457 610. 616 67.5 448 47.1 516 50.1 441 412 616 44.7 434 WA 818 40.6 428 330. 618 37.4 472 V.8 515 33.1 413 23.5 516 300. 407 20.6 616 2&1 404 zzQ x C 961. 64.3 40 65.8 404 46.3 463 47.1 987 380. 483 41.0 381 WA 489 3&4 988 30.2 463 3&0 379 27.2 405 30.4 374 7L8 {83 28.8 388 18.4 405 243 380 420 463 229 S68 y �p � 108 M 38.1 358 390. 329 31.8 358 328 318 27.2 368 2&4 319 23.8 388 282 308 212 968 2Z7 304 1&I 368 20.8 305 180. 3511 18.0 20.1 (p M 111 M 35.1 338 33.8 306 28.3 338 30.1 301 2&1 338 2&1 207 22.0 338 23.2 783 0.5 336 200. 20 17.8 398 10.1 286 � X- t0 N 120 M 270. 280 283 284 292 200 23.8 205 180. 211D 200. 205 1T.4 260 182 263 16.4 205 18.4 248 V 144 M 18.1 201 10.3 186 d TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: An horCepadtv Teale s ANCHOR -7 -3 suasvaty 2.71tcarclds 9.52Com. mom cmu Fund CMU Prw 6t01ei (OP-)XAWwW ( >=ANCHORCAP.,� 8'1S EMo 11M SS Elco SnIT Eleo 114'8S EMo 010 Sted 0123110 012 Slew MULLION AnehorCOpPatlem6 9116•EtcoWircm v4•Eko08recm UOmcat ats•elcou6mcan 11a•FJcoUMeton ANOGS r Maw A99MUor SaeWMSarar(S6) Sew(W) USE THIS FORMULA TO OBTAIN THE'ANCHOR rmgeusMrceprq I. 2.117 1 2-Ur 3OW r 2.112 I. 2-vr r stir r 0.48• 364• o.324 CAPACITY REQUIRED'CORRESPONDINGTOAN Hn0e0tmtl - b9f4' 13'4• 1.314• iV r r 1.114• 1-Aw 1.114• 1-11r 14W 1-tta• r 1.311• 114wr versa ACTUAL PRESSURE REQUIREMENT FOR THE 2Anehom®4.7w wn o.C.l slaward oromel cup IF19 1) s90 lbs So on uo®s ego wIM Ws MWS 200 Me ss4 m9 740tbe S74 In WA Ms INS ttl4lfts 44 Re 605 9m OPENING,WHEN IT IS LOWER THAN THE MUWON 4Area=01.16•rain C.C.ISlsbmd(Or asar)Cigi(HO4 480Ms 700 Me WA IOA VIA IIIA salts WA IMA 141A WA WA MRS 1120VA CAPACITY(FROM THE TABLE)OF THE SELECTED 4Amros0S'MOL O.C./(2)2tt6 Atg18C8p6/(HO 8) 705as 7w Me am Ms 1610m1 18116me 610 Ms BW Ms 1UA 760tOs 74 M1 88D Me 1892886 Me 1120Me MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Ambn0OA6.LIM.O.C.I Mp,W0.12V AA00 .4) IVA ILIA IIA IMA IVA WA WA IUA IMA IIA IIIA ILIA LOA 140086 CAPACITYWHICH MAY BE USED TO QUALIFY t Anchor/FtMp(Mg.4 106Ms INIts 718 hos 41811e 822011 13880 140 Me 177Me 97017e Wft Me ars 22193 280108 ADDITIONAL ANCHOR OPTIONS FROM THE 2AMa0t9 1.16•Iotn.O.CJF 240th sal 018 1Ua WA WA WA 190 Me IIA IPA IMA WA IMA 31160 442&s t;sDMa ANCHOR CAPACITY TABLE PRODUC!'RBVFSHD NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Bntld ivAh ibePtorl� FIGURE 1: FIGURE 2: F 1.280•-{ Ae _ 'D� TABLE NOTES: • • • • . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 8 ierol s Ra�et Comrnl ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)9-"t4EFtOLgTlC640s`TW:E44l1.LLE ENGTHSAND/OROPENINGWIDTHSISALLOWABL FIGURE 3: IOIjgND.MU1**lO:C1;S 46HOIVN AF*'. T TO SCALE FOR EXACT DIMENSIONS,SEE 3'1w ANGLE �S•' \GENSF'•.tft`,P�i� S 21-2t.H%*TOISA19RIL�ED N T�IQ ELD FOLLOWING DIMENSIONAL RESTRICTIONS P' Fe . • • CLtPBE�N1U3T ti ®I001EEfs tl•23.'tGURES SFI04P�UOGESTED.APPROXIMATE HOLE LOCATIONS. 28� No.56705 IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CAO.WOOD SHALL _ -13 FIGURE 4: FIGURE 8: FIGURE& ,,BE PgW6URE-TRE4ITED tl(OW SOIIfHERN II�VI TH AN SG OF 0.66.ALUMINUM SHALL BE :�O'•, 5 A • rs iV • 083-TOAND BE AMIIAMUM&.11! 3'WEI•STUDS TO BE A MINIMUM GRADE 33 AND T p w l Tf (. 1.28•X 3.188•X.285•MULLION i •.,CORIOF`. \'�� • •98'T116t�((18 GRI= RUC I•S yp Bra AT LEAST.126'THICK AND A38.ALL (i-1/4•VF MULLION) '�s ..•• �� S O i/RdCHdjt$WHOM S�NO ATiEA•T 31BCREW THREADS BEYOND THE MATERIAL. ��S'�OA'�L��1� • • 0 8(li2'ANCHO�^=119910 OD MAY BE SfEEL,it"S.S.OR 410 S.S. A CEN .E. 68705 E, FL P.E.O 58705 ••• • • • • ••• • • • • • • • • • • • • TABLE 9A M9Men Capacity Table(Ibefltl) ' Opening Width(1orvdr6oa%f4pamhg mutons)or Opening Height(furhefizordal2-spam tfg na180ro) C~q+ 4010 BOfn rob 66In soh loom I tft tab too In �• c 118X318 Reatan90le7 Toprlifi , R3I4119der Tayfean9. ReaelgeNr Twplus" Iteann9der T1a31rdonp. RdOWMafar TCT ftM ReetonW%r Tt�/n{wi9. Raetetgdar TmpTeanO. Re4fe491Nr TrepTOane RaotadBaler nwf4an9. 0 X.100 Lo" Leadno Lodda9 Loaft LetN9 Leado9 Lmdng L-ft L.Wn9 Ladn2 Loe63R Lo ov loedn9 LoadnO Laadb9 Low* L.W09 Laft11 if 11 1 11 11 11 Q� Atom.Tube I P! MeWon 1 1111 h 11 it 11 11 11 if 11 n 0 11 11 1111 1111 1111 11 1111 '11 d z 421. 170.0 620 170.0 435 170.0 744 170.0 418 170.0 688 170.0 508 170.0 992 170.0 819 170A 1118 170.0 521 163.3 1119 110.0 821 127.7 ttt8 17&0 621 100.6 1118 170.0 621 88.8 1118 170.0 621 d 4810 170.0 TOB 170.0 524 1700 850 17&0 584 187.6 978 WOW 830 146.7 978 1700 ON 13&4 978 170.0 877 117.3 978 170.0 880 019 978 170.0 880 419 978 17&0 am 73.3 070 170.0 880 50MB 1n 170.0 747 1700 583 17&0 898 170.0 631 1517 921 170.0 884 131.9 921 188.6 708 117.2 927 16&1 $99 105.6 927 16&3 898 879 927 16&1 893 75.4 927 158.3 BBS 05.9 021 1889 898 646 170.0 707 170.0 812 1646 889 I7D.0 881 1�.8 869 1639 883 118.8 880 141.6 BBB 103.0 889 134.0 BOO 927 NO 129.9 6M 77.3 889 128.8 832 609 889 128.8 862 67.9 Bab 1249 652 LU O O 89tH 1432 Td8 189.8 834 I1&d 748 192.3 820 109.3 746 117.8 808 88A 148 1079 6W 79.8 7� 10i.0 682 71.8 718 980 607 8&7 148 99.3 683 61.2 748 93.3 683 44.8 746 93.3 583 M 8 to 6310 123.7 877 132.0 670 103.1 817 113.2 858 98A 071 100.4 636 TT3 877 et.d 648 8&7 6TJ 8&2 639 81.9 877 81A &11 81.0 877 71.0 6II8 NR 877 78.7 628 38.1 071 78.7 628 J J BBN 107.8 817 114.1 830 89.7 817 91.9 610 78.9 817 -3 609 879 817 78.9 500 699 817 728 484 63.8 817 B&7 189 448 817 84.1 486 9&4 817 119.7 482 93.(1 947 83.7 402 ? a 7 7210 X29 818 87.1 450 60.1 618 74.2 440 69.2 618 65.2 432 619 518 58.8 425 46.1 818 64.2 419 41A 518 50.7 414 346 518 448 408 29.6 518 43,0 405 20.9 618 41LO 405 z 761. 70A 465 79.7 400 68.7 455 02.6 390 50.3 486 840 990 441 488 49.4 384 39.2 48S 4&3 378 352 488 W 374 20.4 405 3&3 387 252 486 38.6 3=M �A 486 309 303 g ' lL 7810 862 441 68.0 387 61.3 441 57.7 378 48.8 441 60.8 372 409 4dt 45.4 388 382 441 41.8 360 320 441 3&7 365 27.2 441 349 348 23.3 441 93.1 340 20.4 441 32.7 846 0010 42A 332 43.8 266 35A 332 3TA 289 30.3 332 323 284 246 332 249 280 23.6 M 20.t 278 21.2 332 24.1 272 tTT 332 21.3 286 15.2 332 10.8 262 143 33E 1&7 280 1-' r win 350 191 369 280 28.1 281 $0.3 248 25.0 2H 28.4 262 21.8 281 23.8 240 19A 291 Y1.3 244 17A 281 t9.6 241 148 291 17.1 238 12.8 181 148 292 Z �-; O_ 1o8h 249 230 26.1 Rd9 208 2311 21.1 206 17.6 290• 1&3 201 144 23D 182 188 1.Q tx{�(� a 171 h 229 218 221 187 1&9 218 18.4 160 19.2 218 148 101 141 218 149 168 N O S 12010 11.9 187 1&2 170 14.9 187 10.9 187 X 52 07 U N O s 100 TABLE 913 AnohorCa Table(I7s ANCHOR CAPACITY ADJUSTMENT FORMULA: 8ebsaeN: 2.7k O=Mt0 39k Caro0817.I Rooevchfu FUN GO) I'T W0o6 614181 (DP )X((ANCHOR GJ{P.,@,,,,, ANCHOR CAP.a, 6ne•Eta U4.88 E10o 5H0•EIOo W SS EIN 910 8fe41 412 StW Ih28t4ei `MULLJON CAP.,,,,,,v,� AnohorClpPattente anha 9116 ElcoUbeOm 1tPEboUOeoon unom 3tt6•EIWuft a 1t4•ENound A991eQta Ulbeom AgWa0eW 8aew(ea)8orew(a3) eorew(6Sf USE THIS FORMULA TOOBTANTHE ANCHOR Ed9et24t.=Q�): r 244 1• "Ir 3.18' 1• 2.112• i• 2-Ire r 3.110• r 0.4r OA4• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Eraem16en4 1.314• i-314• 1.3x4• ts74• r fats• 1.14• 1-11V 1414• 144 1-tt4• r t�3te' 13x8• 1a11ee ACTUAL PRESSURE REQUIREMENT FOR THE 2Anabas®4.78•MN.O.C.t SN9dnr0 aC55et Cap(Fig.1): 390 ft 3901* 4501* 890 Oa be 210105 280 b5 354 IW 740 fm 37 m9 684 Ms 948914 3410. 442bs 680152 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Aahas®1.15•MN.o c J mwd N(a 0TAet)alp(Fig.2); 490154 NO Obs WA WA WA WA 380143 WA NIA WA WA WA 68224 885 ms 11290s CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Aehn@ 3•htL 0.0./(2)235ArOe CS Ift.3J: 760 bs TBD 168 6801% 1580@8 t89Bbs 540 Oa 560 no WA 760 Ors 748 Ws MMS 16M bs BB21bs M5M 1120 rob MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Arohm @ OAP MIn.O.C.7 U4210,M.IDV Amro.(Fl9.4): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 840 bs CAPACITY WHICH MAY BE USED TO QUALIFY 1 Armwi F•l.'gp(Fig.4 115 bs 195 Un 226 bd 445 Ops MOM 135 OIs 140 177 b5 370105 w ros 9ffi ros A73Ols 170Ibs 221 Iba 280014 ADDIT70NAL ANCHOR OPTIONS FROM THE 2 Anehas S 1.I5.65a O.CI F421p(FI9. 240 ft 360104 WA WA NIA WA 190 r. WA NIA WA WA WA 941104 442M MRA ANCHOR CAPACITY TABLE OD1)GTRBYi3B0 6amp(ylag tvhh the Noddy d(°g'06 4- .01 FIGURE 1: FIGURE 2: TABLE NOTES: t217 • • • • . • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION r aPfodaa Conhvf ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. •• ••o • • • • • •• 111IIItI 2)LINIrR MI2fttP LATjbN$ETVEEV MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • ANGLE •3)M84IOCA4 MJLU:N SHOWY ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3 � �LCENCLIP MUST SW6T621-2641OLESTO BE DRILLWO THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSr10 BE USEDSHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58105 N PAIRS' 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION&HOLLOW ANDFIGURE 4: FIGURE b: FIGURE 8: • •Q�UT FlLLW l 1gTE SLOtPC IINIT(WU)SHALL CONFORM TO ASTM C-90.WOOD SHALL •1ff '� ��J�q� i; • • PRESSIjREy7RFATFy YELLOyy SOUTYERY PINE WITH AN SG OF 0.66.ALUMINUM SHALL BESATE W; • • W83.76ANBB�AMI4IMUM OF01�THICKOTEELSTUDSTOBEAMINIMUMGRADE33At� f FLOR(OP.•' �` •• !46'TRICK(98raAUGE)STRUCVURRL WEEP TO BEAT LEAST.128"THICK AND A3&ALL FS ••.....••' 1� • • LE • RNCHORS jjNNSSOMN'y(�LLSHALL EXT D Rf AST 3 SCREW THREADS BEYOND THE MATERIAL. 1.28'X 3.26'X.100' \��`� •• 110&#12 ATdCHORS 1)5TO WOOD BE EL,18-8 S.S.OR 410 S.S. MULLION A LYI(IN MILL�`�2,P.E. FL P.E.9 88705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 10A _ ...__.._ , Mup1o11CepadtyTable beflF jl OpenUlpYiTd61(brvedWdyspaw"mLftn9)orOpeningHelpht((orhodzmla6yspenriftrnl@m3) 5919 6010 Tela 001n Son 10 1. 1 I 1106, too In 126x396 R4efaapdn T'wrdme. Ft.t.gdu T•pl9lartg. I7aclangWa+ TwpAla,•. lbeuneula TnpTda.p. Remnedar hspmiang. R4Ofaopolar rnplydan9. ReUagnYr rrepTdaaO. RacWpofar TtepTdaeg. RaOUn9atm rr.prrum9. I q13 X.024 loading toadn9 t-dim Loedme ImdnB L.&M Wa&• Loaning Lia Laaf• Lamt+9 Ladn9 Lcaft tache L.Wn9 tame Loaemo waft ^a!r Ahun.Tube ,. `�.. yy .. '�.. .�y fig• .. �,. '�.. '�.. '� •�.. '�.. '� '�,- t f.. f f Mu1Ban � �� S �. �r� �� @b. @r� �b. � � �• �� a� �•a� �r� ��. 8 00 v u v v v v v u v v u v u v v u u v v v v v u v 42b 170.0 620 110.0 436 1170.0 744 170.0 478 110.0 868 170.0 606 170.0 992 110.0 618 110.0 1118 170.0 521 1 170.0 1240 1110.01 611 170.0 1408 101.0 1 $21 170.0 1735 170.0 621 170.01 t01 110.9 621 48M 170.0 708 110.0 624 170.0 050 170.0 684 170.0 892 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 677 170.0 1451 170.0 WO 1709 1700 170.0 680 189.7 1918 170.0 680 148.6 1979 170.0 880 y 60.625n 170.0 747 170.0 663 170.0 896 170.0 831 110.0 1016 1709 684 170.0 1195 IMA 723 170.0 1916 170A 747 110.6 1494 170.0 768 170.0 1793[.3 766 1626 1877 170.0 768 193.6 IW 170.0 IN 54 In 170.0 787 770.0 612 170.0 06 170.0 891 170.0 1116 170.0 754 1109 1276 170.0 803 170.0 1434 170.0 837 170.0 1591 110.0' ON 166.4 1769 881 134.1 1759 170.0 681 117.3 1769 170.0 881 m BOn 170.0 686 170.0 701 1780 1083 170.0 797 170.0 1210 170.0 879 170.0 107 110.0 944 161.1 1611 170.0 996 146.0 i611 174.0 1033 120.8 1511 1061 103.6 1611 170.0 1063 90.6 1611 90.0 1053 631. 110.0 810 170.0 745 1740 1116 170.0 860 MA 1302 ITOA 940 156.6 1370 170.0 1016 1393 1370 170.0 1076 1263 1370 184.0 1082 tOfA 1310 1072 09.6 1370 165.3 1070 78.3 1370 166.3 1070 01a 170.0 874 170.0 769 170.0 1169 170.0 903 1665 1210 170.0 1002 1385 1248 158.6 1013 121.1 1248 147.1 1000 1081 1246 139.0 889 80.6 12d87210 181.8 1038 170.0 878 139.8 1049 160.2 892 1101 1019 192.1 876 1015 1019 119.1 Bfi0 99.2 1019 109.7 848 83.8 1019 102.7 838 699 1049 826 699 1018 813 820 62.7 1069 91.1 820 mj g�$7867 142.7 931 149.1 Bn 118.9 831 1189 996 101.8 911 1111 791 N.2 941 78D.0 777 79.3 831 81] 768 71.4 esf 86.6 167 695 841 id1 61.0 011 74.0 737 dd.8 831 733 136 8 Z Mi. 1920 893 137.8 783 110.0 894 116.9 707 933 BN 102A 763 826 894 91.9 740 732 B94 83.1 730 68.0 893 70.3 721 659 893 707 47.1 893 57.0 701 41.3 891 66.1 896 a gin 869 611 00.7 698 71.6 671 T4.9 685 GIA 671 65.3 676 63.T 871 69.2 660 47.7 671 621 658 43.0 611 48.8 661 36.8 671 43.1639 30.7 871 39.7 631 269 671 37.9 626 m 0619 709 690 72.8 627 69.0 690 619 618 60.6 690 639 609 40 590 47.6 602 393 690 439 491 36.4 690 39.6 488 28.6 590 34.7 477 25.3 610 31.6 469 74.1 690 281 464 108n 49.7 466 60.8 421 41A 488 429 414 35.6 486 37.1 402 31.1 466 32.9 402 27.0 466 281 398 24.9 456 27.1 391 20.7 466 23.6 382 We 480 21.2 375 t65 466 10.6 370 111. 46.8 141 46] 400 38.2 Mi 39.3 393 32.7 N1 34.1 337 286 441 30.2 382 26A 44t 271 378 229 441 24.9' 372 19.1 441 21.6 3B3 16.4 HI 19.3 368 14.3 441 179 351 N M _ 120. 98.9 378 36b 311 302 378 31.0 339 26.8 978 28.8 334 227 378 23.7 20.1 318 217 326 18.1 378 195 321 16.1 370 18.7 314 Y 144n 21.0 262 21.2 242 ITS 262 175 239 1 15.0 262 L O 0 TABLE 10B ANCHOR CAPACITY ADJUSTMENT FORMULA: C�� AnchorCepedty Table Mm) L GAP.,,,„,,,, Sttttalrale 27k OArc034 38kCmt. HOOoe CMU F04Qdu PTW000 Mold (DP_),XANCHOR( ANCHORCAP._ VIVERo IWSSEk VIO•Elto vr830c0 #1081eA #1281401 012 Weal MULLION AnehorCOpPatleltts 31VEkoUBreem uracouMuacm Umacm 911VEitolMreem vrEltoUSfatm AWWAor Ubatm AggmWor Btlee(05)StlraPM StmV(n5) USE THIS FORMUTATOOBTAIN THE'ANCHOR Edge astme 0n) 1• 2.112• 1` 2-vr 340 1• 2-v2• t• 2477 Y 3.10' 7 OAA 0.84• 0.324' CAPACITY REQUIRED`CORRESPONDING TO AN VWn 1.s4• 1474' 1-14• 13.7 r t-IW 1-vr 1.14• f-vr 1-lie 1.1/7r tare• ia•6' laza ACTUAL PRESSURE REQUIREMENT FOR THE 2AMIM@US'ben O.C.181edad Or O 11 08009 390 Be 450106 900 to 1640709 270.9 2802a O6J1116 740 R3 374 H,9 88493 916106 34123 44209 sone OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMhm®1.16•Mn O.C.16tm8azd(0r019e1)C8p(Fl9.2) 490109 70023 IVA IVA NIA R/A 360®0 I41A IVA IVA IVA WA 68216s 886109 1120m CAPACITY(FROM THE TABLE)OF THE SELECTED 4AntMg18@3'MlrL0.C.lM2c5AMl6C0psl(Flg s) 75009 7800E SOD ins 169063 189683 MOD% SW Ma 111A 7801.6 7480E 21180E 18920.4 6822» 885PA 1128 m6 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3AmfM @ 0.W Mtn.O.O.I VCop.MID AW Alum n 4) NV1 WA EVA IVA IVA 111A MIA IVA IVA IVA IVA IVA IVA IVA 060 0. CAPACITY WHICH MAY BE USED TO QUALIFY I Am r"I FClip(Fig�' tA6� 1g6 m9 ?2b 0s 445 to I 69203 I 1960E 141ol 119.9 370109 SB709 39293 473816 17023 221 me 260 ros ADDITIONAL ANCHOR OPTIONS FROM THE ODU�,R$V�JID 2Aat0on 1.1VMlnO.CJF 6 240 9:OIDa IUA EVA RIA H/A 19006 HIA IUA WA IVA EVA 33104 44283 66003 ANCHOR CAPACITY TABLE, cWW1 1vhblbeFlorlda Own No Q FIGURE 1: FIGURE 2: TABLE NOTES: 1.25V` • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION 7037 ado Pmdna cmim 11 �lON LOADR:l SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •• ••• • • • • • •• 5/1111171 FIGURE 3: 2)LI'N_T**IRI*i(1=-(-��tp ATJ)N aETVE44 MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. , ONV•I-••N R.j�� ANGLE ••3)M&:IC4A1�$&LIONfy.RSHOUARENOTTOSCALE.FORD(AC DWENSIONS,SEE 3.260• ��:•' �\OC-NSF''••F�f7 � CLIP MUST •• SHENT621-211.6tOLE5TO N DRILLBIM THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS yd.:' •'•, BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS.HOLLOW AND ' FIGURE 4: FIGURE 6: FIGURE S: • •eIl.01LIT-FO..L£p COVWE BLO&K UNIT((AAU)SHALL CONFORM TO ASTM Com.WOOD SHALL 024' .� �� S•, l • • VE PRESSWRE,4TREATEP YELLOW SOUT61ERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE Q STATE 0 40 • • •63-TSANOBNAM11RMUM OF4I"THOCKeTEELSTUDSTOBEAMINIMUMGRADE33AN0 � •.FP.• � �110-10 • TRICK tW3AtftE).STRUGIUF&L E TO BE AT LEAST.125`THICK AND A38.ALL i sC . HL 1-0-1 •• HORS)(JIt�METgLSHALL EXT'Et4D �T 3 SCREW THREADS BEYOND THE MATERIAL. 1.25•X 326•X.824• ` -�?�• • 910&#12 HORS INTO WOOD MAY BE EL,18 8 S.S.OR 410 S.S. MULLION A LYNi4l'MILtk1R,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 114 Mltiilon Capadb Table QbW) OpaMng SMC M 0o7ve1t(aadlF6palWng mt0ore)orOpaning Hafght(rarhodmIlaWspanling mWare) t!1.6! 601, 601. 7I BO In MID 1001. 1201. 140 in in In p 126x394 Reclaiq,tw Tropymwg. ReeaogNar T.gffs% 4•nlwLoaft. RaLcolaa.gg,iar TrL..&Vg. ReLeaftg TroLpofmdwg. ReLtloas4om TLoafto. Re1.0-04)eotdenNgagler TrLwangg. Loup0r TL-ftL-T" L44ag L.dg Loading L-ft 1., NLmq x.824 l. p gye Alum.TUbe �� 1' ., �.. .bg• fig• fig• �E• fig• '$ .�E• fig• .�z• 6 �.. �.. �_• .. �.. ,. Mellon g� �. �� s� g� C � 6• S�. �. $ @� U fi t� �r�. �•�. � N u u u u u u u u u u u u u u u u u u u u u u u u u y (D J 42 i. 170.0 620 170.0 436 170.0 744 170.0 478 170.0 688 1170.0 1 606 170.0 992 170.0 618 1704 1116 170.0 621 170.0 1240 170.0, 621 IRA 1468 170.0 621 170.0 1736 11001 Of 170.0 1883 110.0 621 J ore in 170.0 708 170.0 624 170.0 830 170.0 bBf 170.0 992 170.0 830 170.0 1193 170.0 881 170.0 127b 170.0 877 17.0.0 1417 fl0.0 688 170.0 1700 170.0 680 tt0.0 1983 170.0 880 170.0 2281 170.0 BBD 60.626 in 170.0 741 170.0 669 170.0 896 170.0 631 170.0 1018 170.0 684 170.0 1195 170.0 723 170.0 1346 110.0 747 170.0 1494 170.0 768 170.0 1783 40.0 766 t7OA 2092 170.0 760 170.0 2381 170.0 766 W �� O 64 in 170.0 797 170.0 612 170.0 866 IVA 691 170A 1116 170.0 754 1701 1276 170.0 03 170.0 1434 170.0 831 i70.0 1691 110.0 868 170.0 1913 170.0 881 170.0 2291 170.0 801 1�.P 2403 170.0 881 pp {- 601. 170.0 886 170.0 701 1740 1063 170.0 797 170.0 1240 170.0 078 170.0 1417 170.0 944 170.0 1694 170.0 998 170.0 1771 170.0, 1033 170.0 2125 170.0 1063 148.3 2183 170.0 1063 129.8 2163 170.0 IM w $310 170.0 gag 170.0 716 170.0 1116 Me 860 170.0 1302 170.0 040 110.0 1488 (70.0 1016 4740 1879 1740 1117$ IWO 1869 170.0 1171 168.8 2080 170.0 1169 134.6 2060 170.0 1171 117.7 2060 Mg 1171 � W j pi. 1740 974 170A 709 170.0 1169 170.0 903 1704 1364 170.0 1002 110.0 1668 17a.0 1886 110.0 1763 170.0 1166 1701 1946 110.0 1210 143.0 1966 110.0 1276 122.8 1988 170.0 1288 107.2 5988 170.0 12� Z N 9• 7210 170.0 1063 170.0 878 InA 1276 170.0 1009 170.0 1438 170.0 1126 Ime 1700 170.0 1228 161.1 1794 1740 1916 138.7 1734 188.6 13$6 116.6 1731 165.8 5984 99.1 1734 169.4 1362 96.7 1734 1601 1362 � 78iq 170.0 1122 170.0 937 1740 1348 170.0 1080 1681 1668 170.0 1408 t4rA 1666 1�.2 1286 131.1 1668 LOA 1266 111.9 1656 1413 Int 993 1b66 128.3 1229 86.2 1658 12L3 1219 i3d 1b5$ 441.E 1218 >1 > Z 78 in 170.0 1161 170.0 987 170.0 1981 110.0 1116 4651 1477 1893 1246 136.4 1477 162.0 1424 1212 14R 539.1 1206 MA 1471 129.6 1191 901 1477 118.9 1139 11.9 1477 110.8 1188 682 1477 1093 1154 80 in M2.0 1110 146.6 93$ IiSA 1110 123.9 9p 1011 1110 107.9 961 BILS lite 06.3 938 781 1110 871 922 714 1110 00.7 910 69.2 5110 71.3 891 60.7 1110 86.6 an 44.4 1110 623 870 I'•' co 881, 117.0 076 1203 8M 87.6 976 101.6 Bbl 831 916 869 642 19.2 976 78.6 W $6.0 976 112 817 B66 076 66A $or 48.8 915 674 769 411 916 623 776 90.0 976 443 767 I-•• 1001. 022 771 BSA 696 88.5 771 70.7 BBS 68.7 711 613 874 61.4 77f 64.3 6% 46.7 171 49.0 865 41.1 111 44.9. 047 343 Tri 38.9 632 29A 771 35.0 621 26.7 771 22A 612 111 W 7d.7 730 773 801 63.1 730 654 860 64.1 730 663 640 47.3 739 40.9 891 42.1 730 460 822 97.9 730 d1.t 0H 911 790 36.6 600 27.0 730 31.8 680 23.7 730 201 681 M IN 1. LO 69.8 624 614 669 411 624 612 650 42.0 624 443 652 371 621 39.2 6N 35.9 821 363 637 50.0 821 322 631 260 024 27.7 Ott 21A ON 241 609 167 844 71.6 601 X N 144 in 34.7 433 36.1 400 294 433 29A 395 24.8 433 25.d 390 21.7 433 22.d 366 19.9 493 20.0 381 17.3 433 162 376 (� H Q O O TABLE 118 gnahorCnpae1tyTable Obs) ANCHOR CAPACITY ADJUSTMENT FORMULA: 1001: ANCHOR CAP. ,,,, S9a9Uata 2.M/blctefe 36Kr;On0. xaDe•G1U FmeOCBfU WO00 i4Nel (DP„)X` )=ANCHOR CAP.,,, 6'16'Eina #a•SSF3ce 6'10EIc0 ur88EICo #t001ea #1281091 4x28teOl An6horCllp Patteme � 3!16•Elm ln140on v4'EkoUAracon UO=onk3MV'.EfE10 UR•con u4•Eao UOraem �eGdor ewazm A99m"a Seroa([g8CNwM Suew(M USE THIS FORMULA TO OBTAIN THE•ANCHOR ForgeIxst9rcedin? 1• 2-vr r Part• B•ug2-vr 1^ 2-vr 2• a1re• 7 9.46• O.w 0.604• CAPACITY REQUIRED•CORRESPONDING TO AN EIn1lmarO 1 are 13Tr taw 13'4• 7 1-114• 1-vr 1-1rd• 1-v4• 14W 7 tar$• farce +enm ACTUAL PRESSURE REQUIREMENT FOR THE 2AncM19@4W IAn O.C./SW4&d Of(Had CBp(R4t 390104 390.6 460 is es- iB4410a 280109 361 we 746we 574®9 861116 848 w9 94110s 442 roe 19x7 me OPENING,WHEN RIS LOWER THAN THE MUWON 4 Aa Ms@ 1.15'L18L O.0 I Sta�N(KOMM)C6p(Flg 2) 4801.09 X0b IPA IVA NM93006 1441 NW n/A IPA HIA 684Ins 885106 1+20 o1B CAPACITY(FROM THE TABLE)OF 7HE SELECTED 4Atchol9®3•Mw.O.C.1 C42t6Ar&COps7(R29) RON 79D I19 690 w9 15W we 1me•9 age IUA 780116 Mews 800 me 1892416 692216 BBS 106 1129 as MULLION.IT WILL YIELD A MINIMUM ANCHOR CCOp,N16.100'AWL(Ffp 4) IUA fUA NIA tUA NM IUA IPA IVA IIIA IUA IUA NIA IUA 1?87108 CAPACITY WHICH MAY BE USED TO QUALIFY to t-IF-OP(F19a) iBdw9 tg6ae 226109 446109 871106 14Dwa 10.9 370116 187 on 33x193 473 as vows 221100 2.Ie ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCTRBWSM 2ARtIIDl4 1.1trtAnO.C7F (R 240116 36088 NIA WA N/A NIA 100.6 IUA tUA 7UA IDA IUA 311 w9 ad2wB 680 w9 ANCHOR CAPACITY TABLE. the Fladds nun 1.250' at4apwlcallo �✓.1:? FIGURE 1: FIGURE 2. TABLE NOTES: • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION F9a11 eda I'7 a mroi ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. `551(11 I 1117 4111 •• ••• • • • • • •• 2)UNLrR ft j J*K•IA1pNjET�YEI�!MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE. ��,(,O .••••••••,((F 1�� ;•LfCENSF-•.•� � FIGURE 3: ANG ••3)M*0 j A4 MCLLON fJ.�$SHOU ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 3. Q' X agia . , • • CLIP MUST •• SI�14V 21-20.4HOLE5 TO BE DIVULEWN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _�� NC.58705 _ BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND % O'u ( �°[ (5 lu FIGURE 4: FIGURE 6: FIGURE 6; • • OUT-FlLLF•D"C WE SL%K UNIT QAU)SHALL CONFORM TO ASTM 0.80.WOOD SHALL '� '. SATE 0 �\ • • PRESS((�+RR�EXTRFA%YELLQW SOUT61EFW PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 824• 'U�' F(OR10 • • • • G083•T5 AND 03 A MOM"OF•14)06 THM49TEEL STUDS TO BE A MINIMUM GRADE 33 AND _t �s .......... `. •• 1646•TIBICK(99GAME}STR"URAL VfEEE TO BE AT LEAST.126•THICK AND ASO.ALL ��'%NAL O O • PMHOR8�NTe ME•X%HALL F )ft_L AST 3 SCREW THREADS BEYOND THE MATERIAL. I 1 11111 j 1 • 4'10&&12 0 IS INTO •• WOOD m&BE STEEt,1&8 S.S.OR 410 S.S. 1.25•XMULLION A.LYNN MILLER,P.E. FL P.E.B 58705 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 1210 __ _ Mullen Capacity Table Opening g- peMlgmL0io16)or eningHBlgM(orhortacategy-Bpelningmiltlons) Ce.-t! BO in in To in 80th gain i00in 120 lo 1401n 1601. • ReOtenoNer Tlelrillen8Taplfde111 lq. Reoten•Oer 1te7718a19 2X4 X.20 Loodfn9 Wsft Loaartg Lotting I.-&" Lx41ng Loaft latdng Loading 1.0." Loafing lowing Loft Leadw Leadn9 Loadin8 1Aa•lg Q 4 Alum.TubeVaIllon HIMmm 4201 170.0 810 170.0 435 170.0 744 170.0 476 170.0 668 1740 508 170.0 902 1740 819 170.0 file 17MO 521 170.0 1240 170.0 421 170.0 1468 [701.0 1736 170.0 s21 170.0 11183 170.0 521 Q 170.0 708 170.0 824 170.0 mo 170.0 584 170.0 982 170.0 830 1 33 1740 691 17010 1276 170.0 W7 170.0 1417 170.0 em 170.0 1 170.0 880 1916 170.0 890 170,0 2287 170.0 GIN _I m.026in 170.0 747 1'70.0 593 170.0 898 170.0831 170.0 1048 170.0 170.0 1188 T&O 723 170.0 1346 170.0 747 170.0 1494 4740 758 170.0 1783 170.0 768 2092 170.0 768 170.0 2391 170.0 768 � a. In 1740 797 170.0 Sill 170.0 858 170.0 ON 170.0 1118 170.0 784 170.0 SW 170.0 1434 170.0 837 170.0 1684 110.0 888 170.0 1913 1740 681 170.0Goin 1740 M 170.0 701 t70.0 1083 170.0 702 170.0 1240 170.0 878 170.0 1417 170.0 944 170.0 1694 170.0 M 170.0 7771 .170.0 1033 170.0 21ffi 1740 1083 2479 170.0 1063 160.8 2860 170.0 10838344 170.0 830 170.0 748 170.0 1118 170.0 860 1740 1302 170.0 840 170.0 1408 170.0 1018 170.0 1873 170.0 1078 170.0 1659 170.0 1922 1740 2231 170.0 1188 2553 170.0 1171 148.9 2653 1740 117160In 1740 974 170.0 789 170.0 1169 170.0 902 170.0 1364 170.0 1002 1740 IWO 1740 1010 170.0 1763 170.0 1165 170.0 1848 1740 1210 I= 23M 170.0 12M 2137 170.0 1202 132.9 2437 170.0 12x672 in 1740 1063 170.0 WB 1740 1276 170.0 1009 1740 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.8 f3t6 170.0 2125 1740 139 1459 21%r4l 140 2184 170.0 1629 1002 2184 1740 11130 Z Z 78 In 170.0 1122 170,0 937 170.0 1348 170.0 1080 1740 1670 170.0 1208 170.0 1784 170.0 1322 185.1 1980 170.0 1421 1489 188D 170.0 1606 1239 1980 1618 1041 1980 1$410 16� 82.9 1980 1627 1631 d Z 78 In 170.0 1161 170.0 987 170.0 1381 170.0 1118 170.0 1811 170.0 1260 170.0 1842 1740 1369 1827 1861 170.0 1474 137.4 1881 183.1 1800 1149 188190In 1740 1328 170.0 1144 149.1 13911 1540 1219 IVA 1318 1340 1198 111.8 1398 121.3 1179 044 1398 1102 1192 09.6 1399 101A 1147 74.5 1398 1122 639 1398 02.7 1108 869 1386 78.9 1099 147.4 1718 161.8 1088 122.8 1228 127.0 107(1 105.3 1229 iti2 to81 92. 1228 089 1044 81.0 1728 89.8 1022 737 1220 SX4 10t8 81.4 1229 993 627 1219 05A 917 441 1228 IMI 667106In 1039 WI 1069 877 88.3 Wt 69.0 881 74A 871 772 849 1 88.4 897 02.8 871 B1.8 826 01.9 Wt 50.6 616 43.1 971 788 37.0 971 4410 722 324 971 40.8 711111 In 86.4 910 9.3 032 79.5 919 819 819 68.1 919 70.9 806 9 all 784 63.0 918 88.7 784 47.7 819 519 774 39.7 019 756 34.1 919 402 742 248 919 37.1 732 N X 120 M 76.6 788 70.6 718 62.8 788 84.6 706 6310 788 6510 8� 47.2 788 49.4 888 41.9 788 4410 817 37.7 788 4010 888 31.6 786 319 853 27.0 788 31.0 841 238 786 2&d 831 'R N 1441n 43.7 818 442 604 38.4 618 37.0 498 312 US 31.9 491 27.3 618 282 410 24.3 Elft 28.3 479 21.8 818 22.9 474 142 648 18.6 484 1610 608 172 465 13.1 948 18.8 448 („) Of Q O O TABLE 126 ANCHOR CAPACITY ADJUSTMENT FORMULA: Z AnchorCepaolty Table pia e z7k LUcnte 38RCtra. Meow chill FOW0.R1 PT Wood Maes (Dp)X f ANCHOR CAP., ,,,,,,`s ANCHOR CAP.,,, BHB Elco V4•SS 6:o GMC Eieo V4•SS Elco 9/081ea #12SIW 812 Steel MULLION CAP.,,,,o„ AnehorCBpPattem9 Muhal)ga SHBEICO18hactn 4•eeounmcon Unman 3�iCE1mU61ecan v4•E1Co9tuazon AffeGOW Matin AOPGSa SCwa(f6)Sera7(OG stmw(t45) USE THIS FORMULA TO OBTAIN THE•ANCHOR Eagects6rceon7 1• 2-Ur r 2.11r 3ll8• I t' 2-Vr I- I 24'r r 3.118' r 0.1w 464• 0.324• CAPACITY REQUIREWCORRESPONDING TO AN Entbeanw6n) 7314• t3•a• lata• 1,r4' r 1-114• 1-11 1-V0.• I 1-VT 1414• 1-iw• z 1.16' 1318 WIN ACTUAL PRESSURE REQUIREMENT FOR THE 2AnttWg Q 418'000 O.C.1 slapaO orO�a Cop n 182) 390 Re 390I0s 450 M is"HIS 210 b9 MRS 361 Rs 740110 374 the 884 ros S18 R6 3s R9 442110 86009 OPENING.WHEN IT IS LOWER THAN THE MULLION 4AMtm0298•M1nO.C.Istwmm(aORMT)Cfp(RD 3) 740 R4 740 Me SW les t4mRa 1424023 ILIA 50110 NIA 695110 HA moms WA Mills If aARe CAPACITY(FROM THE TABLE)OF THE SELECTED BAMha6®1.71•Mm O.C./Sle4WCarCftQCep(Fla,4) Bm09 788 Ms IUA RA 705 RS NIA 709110 H/A WA ISA 1091110w R6 MULLION.IT WILL YIELD AMg48uIUM ANCHOR 4AMfM 03'Min.O.C.I 02CIIAIg10 0 1tFID 8) 7109» 7 690 los 1960 ma 1899Re am R9 INA Mile 748 ms 880 Re 1892 OS �10san 89 CAPACITY WHICH MAY BE USED TO QUALIFY SAntma 0 Y M01.0.0.1(2)215ArWeC9p9/(Flif4 1t1)m9 117088 1020021 23do Re 2M Me "Ito IVA 1140106 twas I=Ms 20%an 10221tooto ADDITIONAL ANCHOR OPTIONS FROM THE 3AMt•B91A4•MN.O.C.f UCOP,WOAW A980.0x97) NA WA WA IIIA IIA IW WA IVA WA 12/10 LVA IVA IIAANCHOR CAPACITY TABLE SArthm900.84'MIn.O.C./UCOP,MAW Alum.(Rg 6) NIA NJA tIA IDA RIA IIA WA NA IgA IUA IBA IVA IIA RB PRODTA'.PRBh$BD 2Anct•m®268'BUrtO.CIF-C9p(Fl9B) 970109 37090. S168ro 743 R6 711,116 1910 2BORn IIA 31BID1 WA 440 R6 1910 !!I ms0 R63AfthM@ I.71'JM.O.CJ F421p(F1g.i 443M 626109 s79 an 978 R6 NA I 39R9 NIA Wits WA IDA IUA 611090R9 �6ptmme74o 5.0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD(YIP. D84 /GV CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: TABLE NOTES: 2.000' em1 PIWn41 Comrol • • • • • • •• ••• • • • • • •• 1 \1111111117 • • 1)SEE SHEET INFOR WSTROOTiONSION!)SM Ti(E TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SFE SHEETS 2.4 FOR /// GENERAL INSTALLATION M&HODS*0 • • • • • •••' FiGURE 5: FIGURE 8: 2)LINEAR INTEVW?ATW)W&-rOrd Ml?I j LEK&KIAN"ItOPENING WIDTHS IS ALLOWABLE. P'• •'•;4 • • • • 4.000' = No.58705 CT SIONS,SEE ILLED IN • • • • � � TH�1 D FOLON DL0IMNG DIMENSI:NAL ESTRiCTION:SHOWN ON SMULLION CUPS SHOWN ARE NOT TO SCALE.FORHEETS 21IN-3NFKilAiE39HOW�Sl1(3GESTED, BE BXIMAT HOLE .250• � • • �1tAZOT , FIGURE 7: FIGURE 8: FIGURES: FIGURE 10: ANGLE 0.1P 4)SUBS�(004RETE SHELL tONFQRM TO AQ am SP cir:cxnoNS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �'� FLOR7DP•''•('g • e [1] []] (FIGURES 6&0) (CMU)S FORM TO"TMC40.WOOD SMALT•BEORBBSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.&5 2X4•X.2li MIILIJON '��cSS.ONALMUST BE USED ALUMINUM SW&L BE48063•T5 AND BE A MINIMUM OF.12V THIMPSTEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK 18 r111041IN PAIRS. GAUGE).SWWCTUROA STEEL TO BE AT LMST.125'THIG!(ANMM.ALL ANCHORS WTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNIti WOR,P.E. • THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,I"S.S.OR 410 S.S. FL P.E.#58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s TABLE 13A Mullion Capacity Table Opening � 4 b0 to BO in Tota 6010 80 in login 12001 140In ISO In It.ol-plar TwWdBM* Redia 0.r Trep77dalp. Reolalgila 7iapRdag. Redeegi4a 11eMdeoa R3atamWx 7rsD74Ia�8• Reolmgliu T1epJlfleng, ReotanWho TrNi7daxg. Rea6xgan 7�apl7deng. Ruler 1Pap47darg. 2 x 6 x.25 tooft Loading Loading Loading Loading Lowing Leaft Loading loading Leading Loading Loading Loo•n9 Lomb Leading Loading Loading Loading g e: Alum'Tubs 42 in 170.0 620 170.0 438 170.0 744 1170.01 47a 170.0 859 170.0 508 170.0 082 170.0 519 170.0 11101 110.0 521 170.0 12401 170.0 521 170.0 MN 170.0 521 170.0 1735 170.0 621 170.0 IM 170.0 621 12 496 170.0 708 170.0 624 170.0 880 170.0 684 170.0 802 170.0 830 170.0 1133 170.0 681 170.0 1278 170.0 671 170.0 1417 170.0 880 170.0 1706 170.0 880 170.0 1883 170.0 890 170.0 ?187 170.0 890 j 60.6261E 170.0 747 170.0 sn 170.0 898 170.0 831 170.0 tate 170.0 684 170A 1198 170.0 723 170.0 1345 ITM&D 747 170.0 1404 17xO 758 170.0 1793 170.0 768 170.0 2092 ITDA 768 170.0 2291 170.0 766 64 in 1700 707 170.0 612 IALO 958 170.0 691 170.4 1116 t70.0 764 170.0 1216 170.0 803 170.0 1434 170.0 837 170.0 16% 170.0 688 170A ISO 170.0 881 170.0 2231 170.0 851 170,0 280 170.0 881 LU O 6091 1170.0 665 170.0 701 170.0 1083 170.0 797 1700 1240 1700 676 170.0 1417 1700 044 1700 1694 170.0 998 170.0 1771 .1700 1033 170.0 2128 17x0 1083 170.0 2479 170.0 1083 170.0 2833 170.0 1063 lJ0 631n 170.0 930 170.0 745 170.0 1118 170.0 SW 1700 1302 170.0 940 170.0 1486 170.0 1016 170.0 1873 170.0 1078 170.0 1859 170.0 1122 170.0 2231 170.0 1189 170.0 2803 170.0 1171 170.0 2076 170.0 1171 as in 170.0 974 170.0 789 170.0 1189 170.0 SW 1700 13M 170.0 1002 110.0 1656 170.0 1080 170.0 17tH 170A 1158 170.0 1019 170.0 1210 170.0 7338 170.0 1275 170.0 2727 170.0 1288 178.0 3117 170.0 1286 x �� • ,� 7201 170.0 1063 1700 878 170.0 1276 170.0 1008 170.0 1486 170.0 1128 170.0 1700 170.0 1228 170.0 1913 110.0 1916 170.0 2125 1700 1397 1700 2550 170.0 1189 170.0 2076 170.0 tM 170A 3400 170.0 1830 7810 170.0 1122 170.0 937 170.0 1348 170.0 1080 1700 1870 170.0 1200 170.0 1791 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 1509 170.0 2892 170.0 1828 1700 3140 1700 1894 170.0 3689 1700 1708 j Z co Mrn 170.0 1161 170.0 097 170.0 1361 170.0 1118 1700 1811 170.0 1260 170.0 1842 170.0 1359 1700 20'72 170.0 1474 170.0 2302 170.0 1564 170.0 2783 170.0 1700 1700 3223 170.0 1777 170.0 3883 170.0 1788 a J `- a• J 90 in 170.0 1326 170.0 1144 170.0 1594 170.0 1329 170.4 t8W 170.0 1498 170.0 2126 17.00 160.1 1700 2391 170.0 1793 170.0 2886 170.0 1916 1700 3199 170A 2t25 158.0 3413 170.0 2273 136.5 3413 Oka 7.161 90 In 170.0 1417 170.0 1232 170.0 180 170.0 1434 170.0 1083 1MO 1871 170.0 2287 1170.0 1784 170.0 850 1710 1952 1700 2833 170.0 2002 180.0 Will 170.0 2339 137.1 31!1!1 ISO.$ 2470 120.0 3199 156.1 2420 toe to f70A 1894 170.0 1109 17.00 1913 170.0 1847 170.0 2231 170.0 1970 170.0 2850 170.0 2078 164.0 2781 170.0 2271 148.3 2781 1819 2339 123.6 2781 140.4 2281 106.0 278f 126.0 2234 02.7 2781 118.0 2100 $ t11tn 170.0 18;+8 1700 1484 170.11 1988 170.0 1700 170.0 2 170.0 1932 1700 2021 170.0 2149 161.6 2832 182.3 2248 138.0 2602 149.4 2218 113.8 2602 12&4 2186 979 2632 115.1 2120 88.4 2602 11003 2025 w X 12010 neo 1771 1700 1689 170.0 2126 170.0 1850 INA 2252 169.0 10!11 /3&1 2732 141.4 1084 /20A 21ffi 127.2 ISIS M&I 2022 116.1 1915 00.1 2258 899 1872 7/.2 2232 68.0 1036 87.6 2162 81.4 I= I= X y � 102 In 125.1 1884 12&8 1443 104.3 1694 1001 148 89.4 1694 61.6 1407 7a2 1584 60.7 1390 6a9 1584 72.3 1373 02A 1584 86.7 1338 62.1 1664 68.0 1390 44.7 16114 402 1368 39.1 1584 02.4 1283 N � 1 Q TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: D. Ano or Ca al Table s __l � substrate: 2.7kCononda &5kcoa IfonowcMu Filled W) P7 New (�)X(ULUONCAP.w,,,,�/=ANCHORCAP.- And w7ype 3I1a Eco 105aoan 1A4•Elan IOkman VII Eleo 3116•ElasU recon u4 Elm Mason IW O$Eco 611$Etoo 102•SS Eioo 0108W 012 steel 812 Sled Anchor COP Patterns U9a90E AepeOetor U9ac4n Awraeata screw(s5)Swan(GS) Swm(�) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edea asleroe;•): r 2•t7C 1• 2-17C 3116' r 2.12' r 2-Ii7 r 3•Na r 0.40. ase 0.32r CAPACITY REQUIRED"CORRESPONDING TO AN Embefmad tin): 1-3hr 1.314 1314• 1.str r 1-114' 1.114• 1-or 14M 1414• 1-1H' r 1.3Ia lora gales ACTUAL PRESSURE REQUIREMENT FORTHE 2Anehom 4.75.6Ib.O.C./MeMad o1043m1Ap1F1g.1 9s 39099 4"A 9s 890Ib9 1 499 270 260@9 3Hths 74093 374 Wo Wrlbs 341&0. 442 go 58098 OPENING,WHEN IT IS LOWER THAN THE MULLION 4Ananore®4.er MLO.11ismmad(orolba CRpfFlp31 M(ba Tag P. 90089 f78o lm 3232102 840 ms WOM 708 ma 14M ma 749 ma 12722* t99ama 662 ma 88508 Wft CAPACITY(FROM THE TABLE)OF THE SELECTED SAneEars0I.7r 602.O.C.A SWAMI wOtl'een Cro ft.47 11801ba 140093 Hiro lbs 26951be WA NN 940109 WA 1131!5109 WA N01 WA 1383 ft 177093 2240 an MULUON.IT WILL YIELD A MINIMUM ANCHOR 4Awb=@•fAE0.0.lpi 2k3Anpb Caps/1F�.8}: 7801bs Mills emu 1880tbs low 54098 swag- WA Milo 748 to 680fbe 1692Ib2 68290 895 a• 112093 CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anolm@ 7 Mm O.C.I m 20.6 Angle Ops t 1438.6): OW roe 1584 ro9 Laeoms 312096 sm an IGW In 1121709 wA 19480 Mics 1Teolbs 3701ft 1363 lbs 1770 m9 2240 ms ADDITIONAL ANCHOR OPTIONS FROM THE 12An w @i.5'L9n.o.a1(21216ftlsC4$If�.Tk 168093 210099 144099 3764159 WA NA 13893 wA IMOM wA NM WA 2015119 26840.9 Yi90tba ANCHOR CAPACITY TABLE. fR017UCfREYIS® 4 Aralwe®1.34.650.O.C./U,MP.Ude.t26'Aima.1170 L* FOA WA WA NIA WA WA WA WA WA NIA WA WA OVA WA 1430•s 4amplylap whb pbFiNlds 8 Amf oot 0OJ .64n.O.0l U�ft Nto.18'Alva.ffa0.9k wA WA WA WA WA NIA WA WA JA NIA WA WA NIA wA 286199 H-2•�g"-..( Ildls8 CO& �� O 2 AWh=04.6r IM O.CJ FCD(Fig.101: 390 MS 39091 45DMis 890ars 181893 270ft 280102 354MB 74099 374 my 893lbs 94892 34199 44Y 9s 86093 o%�1w4 Anchors®1.71'64x.O.CJ .117 SMlbs MCA Sub 9s I2981bs WA WA 4101b9 WA 83393 WA AM WA BB29s 8851b4 112096 • pwqo!ll! NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: am1 Dale P..'A Cbatro FIGURE 1: RGURE 2: FIGURE 3: FIGURE 4: FIGURE& FIGURE 9:FIGURE 1k FIGURE 11: • • • • • • • • • • •1)IEE SHEAT 1�OR I�$7Rt1CTIlN4S ON USING THE TABLES AND SHEET 2b fOR INFORMATION ON 1111 I f t 1 t AlA •• • •1.04DItd8.SEE BHEr@FS 2.4 FOR GENERAL INSTALLATION METHODS. '�` • • 02)IIINEAR"MPOLAtION BETWEEN MULL LENGTHS AND/OR OPEMNG WIDTHS IS ALLOWABLE • • • .. • • • • • • • • &Opo• �•: •'•,lr • • • • • . •• • • •• ••3)MI2.1.10 ANITMAL10N CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS _ No.OaT�` 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON �. FIGURE& FIGURE 8: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - G q W MINGLE %.O•'' [ �S IV • • • • • • • •• gyp • 4)*AMRATEV CONI ETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED l j) SATE F .� • • OWUREs NCy�TEBLIfjUNI�Ct�I)SHALL CONFORMTOASTM G80.WOOD SHALL BEPRESSURE-TREATED '�iC�'•..ICOR\O?•�C,�:• • • • • • • • ••= MOSST BR* ••WOW 3�1T PI H AN SG OF 0.55.ALUMINUM S14ALL BE 6063.76 AND BE A MINIMUM OF.12G ', S • • • • • • • ••• �IN a STEEL•• BEATeLEAS 12bTHwKu�ICKIINDAA30.ALLANCHORSINNMINIMUM GRADE 33 TOMEA SHALLEXTENDA LEEASTHICK(18 GAUGn T3 STRUCTURAL rXVX.25' '�II�s" 1 ONA1,t��"� THREADS BEYOND THE MATERIAL 010&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNN M LLER,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14A (A+� Mullion Capitally Table se) Opening width(for vamcwA-spamlggmtfloro)oropen[no Helght(fforhod 6pspominaInullore) 0W to 501. 801n 70 in BO In BOM tOOM 12010 140 In 1601n gQ Red-Guter Twprmm'd ReeM.gw T•p/f0en8. Rmiarmuim Tn4Vfdm•. ReoimgWar Twplr4n.9. Reefmgaler TraPrnim•. Redaratftr TrepRdar•. Reoim•uIm TtepfT6m@. Reoler•alm TmIVf9ar•. R4NBIIgulaf T7eyfQe.9 T� 1.28'X2.11" LO mm L�u9 Loaft Loamn9 L-ft Loaft Loamne 1c9ft Loamy Loaft toaft 1.0011$1 loadd• Lex9rg Local! LoacMg Loa48p 1,9304 oY XTubeMutl S�' z � m 42 In 1442 626 187.0 428 120.2 628 14x9 419 103.0 SM 138.9 414 90.1 628 130.8 411 80.1 628 134.1 411 721 m !134.t 411 80.1 828 1341 411 519 62813% 4fl1 829 134.1 411 -1 ryJ 48M Sao 403 108.0 333 60.8 403 04.7 326 89.0 403 80.4 320 80.4 403 81.4 317 83.7 403j1W 8.3 403 78.8 314 40.3 403 76.6 314 348 403 30.2 403 78.6 314 009261n 823 38.1 81.0 301 Sae 392 70.3 284 698 382 719 2119 6te 3R 07.2 238 45.7 362 12 302 '03.6 283 30.3 3R 636 283 29.4 302 �.T 382 83.6 283 w � � S4in 87.8 316 74.1 287 60.6 318 842 201 48.8 318 87.7 266 424 We 53.0 263 37.7 3183.9 318 48.6 249 289 318 48.1 248 242 378mSO M 48.6 266 83.1 219 4L2 268 46.7 214 36.3 258 40.7 210 30.9 2M 37.2 207 27.6 26847 288 33.4 203 209 258 322 201 17.7 25S 16.6 268 322 20163In 427 234 45.8 200 330 234 39.1 195 30.6 234 34.7 iR 26.7 234 31.8 189 23.7 23421.4 234 28.0 184 17.6 234 28.8 183 189 234 134 234 29.5 183 2 WW IL 68M 37.2 213 38.4 iW 31.0 213 337 179 28.5 213 288 176 Zit 213 27.0 173 20.8 213188 213 2i.7 788 15.5 213 22.2 167 13.3 213 11.8 213 71.0 168 Z NJ g 72 In 28.8 179 30.1 186 23.9 179 288 182 20.4 178 23.5 148 179 179 20.3 147 16.9 tie ^� J 70 In 243 181 28.4 140 20.3 161 219 137 17.4 181 78.0 135 762 187 17.0 133 j g Z 78M 229 162 23.5 133 18.8 1R 189 731 7fl1 162 17.6 728 F Cm TABLE 146 ANCHOR CAPACITY ADJUSTMENT FORMULA: ZQ Q An9hmCapacity Table be ANCHOR CAP.,a,,,a, r" X 81•BtR18 27aCOM10te B.�Ce1C. 77owwcmu F1 d0ju PTWOod L1eltl (DPm,}X� )=ANCHOR CAP.,,, UJ B 6718•Eko 1!4.88Eko Sn8•Eko Vd•88Eko •108te• 9ffiBleai m281ea1 MULLIONCAP.,,,,,,v, N MahorCOp PaRema Archin 1IW 3116•Ek0188BGon 114•Eltoutle¢On 3116•EkOU•am Iw EkODU=cn 04 u6.ko0 Aq•e9ak7 lRiraem A9gaeutlo7 &mte(C;8)screw{70.6) strew USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge011telke9.) 11 2-1lC 1• 2-t/C S-tv i• z-i2' t• 2.12' Y 3.718' r 0.48' 0.61' o.3?4 CAPACITY REQUIRF�'(.bRRESPONDINO TO AN F m y N EMbetwid nO 1514• I-Sw 14va• t;r4• r 1-11r 7-v0.• 1.M 1-1141 1-1u• 111C r 13+8' 13'$ vwka ACTUAL PRESSURE REQUIREMENT FOR THE U 14 Q 4Ark8om 3•e0n.o.C.7 216A1411e I(Flg7) 7801ts 760n79 690103 1660070. iPBBOIB 840b Q60.4 WA 760 M3 TAB 6• 880 ma fW29s 692.9 me IMinn OPENING,WHEN IT IS LOWER THAN THE MULLION 0 CAPACITY(FROM THE TABLE)OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: ,xUjjUvf"V1=17 1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. x1288• Icomplying with"m F1odda SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS landing On& FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDtOR OPENING WIDTHS IS ALLOWABLE 2.(t� / •O 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23, tc HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2. Is" FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. X771 t 111117/ ANGLE CLIP MUST BE USED IN PAIRS. •• 000 • • • • • •• GROUT-FILLEDS.HOLLOW AND 4) )ONCRETe BLOCK 11N1�1(CMS)CHAL ObNIbRIR TdABTM C-90.WOOD TIF S*411000NFORM IPO A61 301 SHALL 8E PRESSURE-TREATED 1�• `�� - � T QC�,.•'•41GENgF'•,F,p YELLOW SOFT ERNQ E AN G F LUMI{O SHALL BE 896378 AND BE A MINIMUM OF.12G I THICK S7 B 0• NI E ��. THICK(18GAUGE).STRUCTURALSTEELTOBEA7 128 X211'X.126'MULLION No.58705 LEAST.1 HICK A36.ALL ANCHORS METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. • ••• • ••• • • %O • ATC F •• • • •• • • • • • • • •• • • • • • • '�iSOVAL •• • •• • • • 7j7nnn A.LYNN MILLE`7R,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 0 TABLE 15A _ Mullion Capacity Table Opening Width(tarvetBceVyspnMng mUlats)•r Opening Height(torhorizonWj w6r4 m ftm) WWW 4 505 501n lain 801n Bain 1505 120 in No In 1505 Ratmg+lar T4epl01mi9• RNbng4m Ttap�meug. RN1a�4m TrepTdmlg. Realm•dar 7my01sn9. 1 TrapllFimB• RealBngder 7bMa�8• ReatenB.im TmpAitmg. Rsefan�lar T•MdanO• Realan9uim Trey Mwd d 3.26"30 Lembo Lembo Lembo Lembo Lembo Lembo Lembo Loading Lembo Lino Lembo Loses Lembo Lembo Lembo Lembo Lembo Lembo �k U DEMAL DAY MULL z 421n 1740 620 170.0 435 170.0 744 170.0 478 170.0 688 170.0 W8 170.0 982 170.0 519 170.0 1116 170.0 621 170.0 1240 170.0 621 170.0 14M 170.0 621 170.0 17311 V0.01 521 1149.1 1740 170.0 521 J W 481n 170.0 706 170.0 624 110.0 660 170.0 884 170.0 992 17aA Me 170.0 1133 170.0 861 170.0 1276 170.0 877 INA 1417 170.0 ON 152 1602 170.0 880 130.6 1� 170.0 ON 1142 1622 170.0 880 2 50.8281. 170.0 747 170.0 683 170.0 888 170.0 431 170.0 1048 170.0 884 170.0 1195 1740M 170.0 1345 170.0 747 1842 143 170.0 788 136.0 14{3 170.0 750 1172 1443 170.0 768 102.8 1443 170.0 766 Q 641n ROA 787 170.0 012 170.0 088 1740 891 170.0 1116 170.0 764 170.0 1278 170.0 803 150.0 1363 17x0 837 14.3 1353 170.0 868 120.3 1353 170.0 881 103.1 1969 170.0 881 02 1383 170.0 501 m ~ 505 170.0 866 170.0 701 170.0 1083 1740 797 187.0 1216 170.0 878 148.1 4218 170.0 914 129.0 1218 169.6 938 118.9 1218 1621 924 97.4 1218 148.1 813 03.0 1216 148.1 813 75.1 1218 148.1 013 8340 170.0 &40 170.0 748 170.0 1118 170.0 850 150.2 1150 188.0 833 191.0 1160 180.0 814 110.8 1160141.9 888 105.1 1159 1342 086 87.6 1150 126.7 871 76.1 1150 1262 870 86.7 1160 1282 870 = m 88 In 170.0 274 170.0 7M 162.4 1018 186.8 881 130.8 1048 1468 884 114.3 1018 133.1 850 101.8 ION 123.4 639 91.4 100 1160 830 76.2 100 109.4 621 86.3 1018 1682 816 67.1 1048 108.2 618 Z 721n 140.8 840 147.0 764 117.4 880 1260 748 150.8 8N HU 734 860 ON 1060 722 792 400 92.0 712 70.4 880 882 700 86.7 880 742 093 50.3 8N 78.8 840 44.0 8N 78.4 888 � Z 7881 119.7 780 1241 BN 69.8 780 150.0 678 5A780 50.3 640 74.6 750 M.0 862 08.6 790 ro.0 643 59.9 70 71.7 1136 492 7N 88.1 624 42.6 740 82.1 819 37A 790 SIA 917 70 in 1148 750 118.8 407 92.3 750 68.1 404 79.1 750 $5.9 832 892 750 77.1 621 61.6 750 Tea 612 65.4 750 05.7 603 482k1k4 594 39.8 750 88.2 6M 34.0 750 65A 408 Q d 90 in 72.1 683 74A 6N 80.1 60 62.9 491 61.8 641 542 483 441 503 468 476 40.1 503 4.4 488 38.1 683 40.0 482 30A 452 25.6 683 M.3 445 TLA 603 31.8 442W98In GOA 494 81.1 443 48.5 486 61A 435 424 495 4.8 427 37.1 406 40.9 421 33.0 495 341 416 29.7 450 382 400 24.8 440 21.2 495 26.8 394 148 496 280 390 41J 391 42.0 363 34.8 391 36.9 SW 20.8 381 31.1 942 241 401 R7.8 337 23.2 391 24.9 333 20.9 691 72A 328 17.4 321 UA 391 17.8 316344 370 302 330 32.0 370 330 330 27.0 370 28A 526 24A 370 26.5 320 21A 370 22.8 318 tat 370 20.0 312 18.0 906 1505 30.4 319 90.9 240 26.3 317 240 24 21J 317 22.6 2N 1&0 317 19A 278 168 317 17A 713 Q Q O 141n 17.6 720 17.0 203 K `n TABLE 15B An9herANCHOR CAPACITY ADJUSTMENT FORMULA: - $ Ca ei Table be ANC}iOR CAP„�„�,l la 2.7k CMIM a 3.6k Cona. Ham cmu Filed 42,91 PT 61eMI )X( /�ANCHOR CAP.,,, B1G,Efoo Imes E10 5W Elan 1w`88 Ebo 810 81661 6128tee1 9128mtl An6hwC9pPefteme 01 3718 EbnMOM tw•EboMmum 3I19•Efoot84aoon Write Uftsmm wtmeon Att01e0s1ar 1AUaoon A99�a0etw Saaem(a6)eome K76) sare++fosf USE THIS FORMULA TO OBTAIN THE`ANCHOR Edp owawo We(et I. 2.17r 1• 2-1rr 3.116• t• 244 t• 244 r 344 2- 0.48• 0.64• 0424• CAPACITY REQUIRED'CARRESPOND(NG TO AN EmMledme06nk tato• 13x4• 1314• I-w• r t-tt4' MW 1.11+ 1.1w• t-1w• 1.114• T cars• 14W MON ACTUAL PRESSURE REQUIREMENT FOR THE 2 Arobom®r LwL O.o.t I21 a6A.Ole C9wr ft Ik 3N lbs 3N Me 450bs 8N6re We 270Ws 2N Ib0 364 we 74.15 574ros Ws 046508 1% 44240 I Ws OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Ansla•a3.6.680 O.C./ILL as Angle Cpat(F19.2k 750 Mm 7N 6q 790US taro Be 262815 840 ns 5N Lbs WA 11200e 748150 BMWs 102@6 86215 85160 1120508 CAPACITY(FROM THE TABLE)OF THE SELECTED O Anohoro M 2.71•Aha O.C.t CLI a6An9ls t lFt9.3k 1750 500 1120 iN 968 Ws ?24815 2260 Ws WA S40 Ws WA 1040 We wA fszoMm WA t�Wa 6327 508 185 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE 4)DU(-T RBVISBD ANCHOR CAPACITY TABLE. oo.1PIY�Swbbthel+to d6 FIGURE 1' TABLE NOTES: d108 JF�"'r 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. and doh• 4•t 4.•0111fe1 FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS00 �DIO ROPENING•1 IDTHS IS ALLOWABLE. -01111111, 3)MULLION AND MULLION COPS SHOWN�IRL�I11,Ot�3 0 ET T DIMENSIONS,SEE SHEETS 21-23. .125'-V 1� LYNN • • • • HOLES TO BE DRILLED IN•ITFAI�EpLD FOV�hTO�j N t�STF�tGTIDN3 SHOUYN ON SHEETS 21-23. �. ��•' 10ENg'' FIGURES SHOW SUGGESTED, ROXIkIpTC-�WI�LW'80 • • P F '•'P �� •• ••• •• • • • •• 3260` No.50705 7r r 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW 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 SG OF 0.65.ALUMINUM SHALL BE 6083.75 AND BEA MINIMUM OF.126' -'U: j THICK.STEEL STUDS TO EW A M(�tVWM GRADFj93 AV41+45`THICK(18 GAUWi STRUCTURAL STEEL TO BE AT �.BAy 11 � f js : W LEAST.126'THICK AND�38.OJ L AIJCHORS INTO METAL SMALL E)�EEND ATARA6T 3 SCREW THREADS BEYOND =O sT T1 • • THE MATERIAL.#10&#1Y•ANCHORS INTOWOOD41A BF STEEL,1�d�S.tgR 410 S.S. MULLION ��s'•. <ORIUP.•'��.` ANGLE CLIP(FIGURES 1.3)MUST BE USED IN PAIRS. • •• • • • • • • ''.,;"QNAL- •• • •• • • • A.Lf41li1MILLK P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE16A Mullion Coffey Tow e18 Op9Nn0 WMth 0(w vallraty epatritg mAcm)orOpenino Helpht(torMtimnfeyspaMR9 minim) 601" 8013 701n 8013 coin 10013 1201n 140 in 1601n O R1m•der Re MWTdet•• f TmMdett6 d • .n9der wee" • Readtaft Tfwrdmp. IlmImguler TIap ntmg. Rtmodw TmMdw9fL• d"48er TIXRd . RedenWer TmM6an9• RLQ WVWM. �LoedmY4 3.26°45 Waft Loaft LoaM9 f oadtt9 Laadt9 -ft Lea" Lm" Loadn Ladne Load". L- to Loadtng LoadnO L6eBrm LoadngSA MULL �' �' �' 04 o 4213 170.0 820 170.0 435 170.0 744 17&0 478 170.0 868 170.0 606 170.0 w 170.0 818 17&0 tits 170.0 621 17&0 1240 1,10.0 621 170.0 1486 170.0 a1 170.0 1736 170.0 621 160.3 1871 VI10 521 W 46 fn 170.0 708 17&0 524 170.0 MO 17&0 684 170.0 992 17&0 630 170.0 1133 170.0 661 IMO 1276 170.0 677 170) 1417 j170.0 880 103.7 1837 170.0 880 140.3 1037 170.0 660 172.6 7837 17&0 WD 7 MM In 170.0 747 17&0 883 170.0 094 170.0 WI t70A 1048 17&0 W4 170.0 1195 17&0 723 170.0 1346 170.0 747 170.0 1494 170.0 768 147.1 1662 170.0 754 12&1 11152 170.0 768 110.4 1552 7740 766 W � 641n 170.0 767 170.0 812 170.0 958 170.0 891 170.0 1118 170.0 764 170) 1276 170.0 803 1740 1434 170.0 837 166.2 1455 170.0 11M III" 1455 170.0 881 110.8 1455 170.0 861 97.0 1469 170.0 881 m ~ to BON 170.0 085 170.0 701 170.0 7083 17MO 797 170.0 1240 17&0 878 157.1 1308 170.0 044 13&7 1309 170.0 998 125.7 1309 1836 1184 104.8 1906 167.1 882 699 1309 167.1 9M 7&8 1308 157.1 942 0313 170.0 990 170) 745 170.0 1148 17&0 860 182.0 1241 170.0 440 1429 1247 144.5 661 t2&7 1247 1529 846 114) 1247 144.8 952 956 1247 1362 438 81.4 1217 1353 936 7t.3 1247 196.7 935 W 8813 170.0 074 170.0 769 17&0 1189 1740 961 148.4 178D 18&1 985 129.0 1190 147.0 945 t16.4 1190 tn9 928 1039 1180 12&4 914 8&O 1190 119.0 M 742 1190 118.1 898 84.8 1190 11&1 893 Z S 7213 181.8 1010 to" 877 134.7 1010 144.8 869 116.4 1010 1272 812 101.0 1010 114.7 828 80.8 1010 105.8 017 6D9 1010 089 007 67.3 1010 BOA 7w 57.7 1010 87.8 780 50A 1010 87.7 789 Z 7613 137.4 006 143A 782 114.5 908 122.0 776 0&1 908 107.1 781 all 908 002 748 78.3 908 852 738 88.7 1108 0-3 728 57.3 t10s 74.7 718 49.1 908 71.2 710 42.9 BOB 70.8 703 .7 7813 127.1 861 132.6 764 105.0 881 112.0 738 0&B 861 8&8 725 7&4 881 886 713 70.8 861 416 703 66.8 881 7&4 884 53.0 681 8&1 881 46.4 881 849 476 38.7 881 83.7 BT2 } Q p 9013 Old 1 848 85.4 674 08.9 848 721 684 8&1 00 626 5% 81.7 816 6&1 846 4&O 448 50.0 637 41.4 688 476 630 349 84s 41.5 519 299 818 382 611 269 848 38.6 607 O 9813 862 686 70.1 898 S&8 886 69.1 494 4&7 $48 Bt.4 491 426 688 409 483 976 458 M.4 478 34.1 688 3&1 470 2&4 868 33.4 468 21.3 586 3&8 4� 24.3 680 2&7 447 N LLWj 106. 479 440 486 406 39.9 449 412 394 342 449 35.7 393 20.9 449 31.7 387 28.6 449 Z8.8 882 23.9 449 2&1 377 20A 449 71.7 388 17.1 M9 244 301 16.0 449 1&9 360 a' 111 N 44.1 425 40.0 386 3&8 425 37.8 370 3t.5 425 32.8 373 27.8 425 20.1 347 24.8 428 2&x 382 x21 426 246 9$8 10.4 12b 2&7 350 1&8 428 1&8 343 ,Di• Q y 12013 34.9 304 35.0 331 29.1 $04 2&8 328 246 384 258 321 21.8 384 22.8 917 10.4 381 206 813 176 SB4 iSJ 3W Q � � � p 144 N 202 253 20.4 233 1&0 253 17.1 230 TABLE 16B ANCHOR CAPACITY ADJUSTMENT FORMULA: An4horGa Table ha ANCHOR CAP,c,,, $.hods 2.7kCmrde 3.6k cm. WOotrCMU FaeeCMU PT Mdd (DP_) )vANCHDRCAP.,,, 61161 Eko v4'88 E7ee 5ns•Efoo yr 89 fico no sled 6128led 612 steed MULLION CAP.,,„,. AnchorC6pPaQ9mo AMWTWK 3110•Elm Mum 1N'Elooulimoao IOtnvm ate•EeouDrman trrEkourtmoon ADVaGaW �� A9cmtlefor (�m"(05) som(em USE THIS FORMULA TO OBTAIN THE'ANCHOR Ease tkuerce r x trr r z-tf2' 3-t/e• r 2-irC r z•frr r 3•tv r a.4B• &W 0.391• CAPACITY REQUIRED'CORRESPONDING TO AN EmOe•nad1N lata• fa/r Lara• faro• r f-fra• 1-v4• t•wr 1-tH' I-1M• f-fro• r tare' tate' tarme ACTUAL PRESSURE REQUIREMENT FOR THE 2Arxhm@6•IOno.aIM2x5AtgleCUpIf.tk 3so466 39Droo 450W a00bo 170Dma 270 Du 280 ms 3s4W 7401 vale. M 946168 341 R. 44xmv M$ OPENING.WHENtT13LOWERTHANTHEMULLION 4 Moho.@ 3.5•Mfrt O.C.1 R)215 A"0de CUP r(ft.! 780 fl• 740 Oq 700 ms 1870 Du x0l5f W 610108 690168 A 112011. 14e MG 86010a 1882 ws 68225 1 MRS 11201M CAPACITY(FROM THE TABLE)OF THE SELECTED O Anchom 42.7r 10n o.C./!x)a6 bGUye/(F(p.3}: nzD•e 11201be 95810a 2248133 ne 13279r IBM ms 1 MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACTfY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. aa1vf11TI1f8 wbb Rho plod" FIGURE 1: A"Ilfiing C4n-1/� w TABLE NOTES: :tmcON o 1)SEE SHEET 1 FORGENERAL IINSTRUCTIONS AL USING THE TABLE AND SHEET 26 FOR INFORMATION ON LOADWQ SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. I?4ed1uNC0ued 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 1/11111111 r r FIGURE 2: •• ••• • • • • • •• 3)MULLION AND MULLION IPS SHOW Vp Td Sl L FO E)ACTo IMENSIONS,SEE SHEETS 21.23. `��,oN�.••••••.Mil(''�i� • • • • HOLES TO BE DRILLED IN EL.D F�Ij I(aE(4 O ST�t1�TIONS SHOWN ON SHEETS 21-23. .125 46° `� \'1CeN - FIGURES SHOW SUGGESTED,AOPROXWTrd4ObE LSCAFIONFL • • �1 •• ••e •• • • • •i '�: No.587()5 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.I4OLLOW AND GROUT-FILED 3.260' _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G00.WOW SHALL BE PRESSURE-TREATED n 3` • • • • YELLOW SOUTHERN PINE"THAN SG OF 0.58.ALUMINUM SHALL BE 6083-TS AND BEA MINIMUM OF.126• THICK.STEEL STUDS TO fe A I IM GRADQ633 AWW*QW THXW(18 GAIWE STRUCTURAL STEEL TO BE AT 4b•SAY %�� STATE LEAST.126'THICK AND 6364ALLAYCHORSIf*TOMETAL SHALL F)RENDAiLEAST3SCREW THREADS BEYOND MULLION "%N '•.,FLORIOP.•' �.` • • THE MATERIAL.810&#10 ANCHORS INTO WOODMAY NE STEEL,'lea S.S.OR 410 S.S. 'SFS ......... ANGLE Cl IP(FIGURES 1 3) • • • • • • •MUST BE USED IN PAIRS. •• •• •• ••• ''�/S��NAL `• XL ER,P.E. FL P.E.#58708 • •• •• • • • •• •• ••• • • • ••• • • F1.000'�I ft-1.260'-moi ®�� --I 1.000' f-•-- -� 1A00' 4' cow 1.M0' r- 126• .125' .126' .126' 125 3.188'. �Y Ir 2.760' 2.760' .12b' 3.126' I E' � .288'00 .12V•1 2.02.000' 2.110' N I .125' N N m .126' ,37b' .376' .65(rL o y mar � I'X Y X.128"MULLION PX 2'X.376'WUION 1'X 2.76'X.376'MULLION PX 2.76'X.BSD'MULLION PX 3.125'X.61 MULLION 125'X SAW X.285'MULLION 128'X 2.11'X.126'MULLION � N 8083.76 ALUM. 8083-T8 ALUM. 8003-T8 ALUM. 603•TS ALUM. 6063-76 ALUM. 5083-T8 ALUM. 8083-TS ALUM. XSECTION XSECTION XSECTION X-SECTION XSECTION XSECTION X-SECTION LU LU Z t 0 }�{r--.126' }�{�••-.126• � Il TABLE A O J Z W g STANDARD cup 2X6 ANGLE�P NA Value on) For Muillon: F8083-T6AWM. 5083-TS ALUM. 2.000' I X-SECTION 2.126' U•CUP 2.000' XSEcnON 1.625 -I 0.126• X ALU K 125' 2.864 1'XY X.126' FAluminum-6111 Tin z7�0.885 Tube MulBan Q0.740 N Q o 125'zuzm r O '74D' B 2.404 1"XY X.376• Y 6.800' Aluminum J CUT HERE TO .377 6000" I PA 0' TubeMuAlon U Q 3 .376' N 3.126' ^{ �CREATE F S LIP,SEE MIN. r8 .376,M6d. I� 0.490 Qa t0N� .338'MIN. 1.876 g �v r------- I r 7 --------------------- 3.000 1'X2.76"X - � 1 I I I I AJENTER I U-CLIP A F-------1 L_ _____J L-------J 6083•TSALUM. `- -------------------J 2X6 ANGLE CLIP 0.767 .376 Aluminum TOPVIEW 6083-T6 ALUM. 1,110 TubeMUI60n �- STANDARD CLIP CENTER OF ANCHOR HOLE MUST UE WITHIN THE TOPVIEW .460 Min. 6063.76 ALUM. DASHED BOUNDARY.SEE SHEETS 617 FOR THE 1.312 CENTER OF ANCHOR HOLE MUST UE TOPVIEW OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR 1'X 2.76'X WITHIN THE DASHED BOUNDARY.SEE OLE MUST LIE HOLE DIAMETER ANCHOR DIAMETER 1116'.SHEETS 6.17 FOR THE ANCHOR O.C. ITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.470 Aluminum DIAMETER ANCHOR DIAMETER+MUM SHEETS 6.17 FOR THE D 0.038 ��MUIDon ANCHORO.C. TABLEB RODULTfRBVISBD DISTANCE.MAXIMUM POT Part# A 2'000 1"X3.125 X tongdyfegwOhlhaPlorida ANCHOR HOLE Mull Dimension(Shoot#) 8 2.637 0dtn80ndo 6600' MI5 �'Num DWA¢TER:ANCHOR Mullion Std.Clip Offset Clip U•Cllp Angle Clip ccep[�cs No .376" MIN. DIAMETER.1715'. C 0.063 Tutee Mull rYata MIN, 1°XY X.125(6) 885 888113M 8881118M 888243M B86511M D 1.137 � r---- ------------------- 1°XYX.375(0) 666006 SWUM SM1119M 6BB244M 6W612M A 2.626 lar adePfodu ON0001 •• 1" 2. X.3 (7i 868116M 8881120M 888246M 886613M B 3,282 1.28'X3.188' + X.285 Alum Ilr s i i e s C 0.882 M"k2 ` LYNN M!� u . D 1.782 . O C , i i--- --i D i •• •�°1�1E6' • BB81118M 8881114M 680242M 16M 128'X2.11"X ��`l ''�10ENSE''• �� I i •• 1?AV X3l1®B°X tW(?2) 6"M I SMI17MI 8W1i13Mj SM41M I 6W516M A 1.813 .121'Alum �' x `------- ------ �r: No.68705 + 1.28"X211°X.126°(18) 69370 WA WA WA 66N17M Tutee Mull _ OFFSET CLIP NOTES.' C • s•• • s•• • eee3r6auM. =�'. .125 t 4�3 • • • • • .00 ST TE OF + 70PVIEW 1}HOLES Ty Br•DR6.1�0 IN TH6yFIE�D F06LOWING 91(dFl1SfONAS1RESTRO:TIONSGMEN ON THIS SHEET. �'� ''•.fiCORIOP.•'• ��: .740' •• • • •• • • • • • • Fs �G� 2)SEE SHEETV6-20!DR SUGGESTPD,RP:R=MATE HQLE IbCRTIONS&ANCHOR O.C.DISTANCE. A.LYNN� •• • •• • Md10ER,P.E. 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FL P.E.#68705 ••• • • • • ••• • • 1.066• r --j 1.000` r 1.08Y-j� 740- .087 .366• E .082' 125' X11--.126' _ I g O LL COW.43VI 126'STANDARD CLI I 1%d Ila: 1 4.000` 4.00 2.826' 2.000' 8083.78 ALUM. I 2.126 2X6 ANGLE CLIP '1 E' .126' U-0LIP 2.080' X•SECTiw•1 8083.78 ALUM. I .126` I �7f0{N. 1 X-SECTION .126' �22 to tp .1251 .126' IL .031• - Z 12b'� O UST LIE WITHIN THE .125' J CENTER EDASHED FBouNDAIrrANCHOR HSEE OLE MaHEETB 6-20 FOR THE = 2 .376' '1� .376' ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR R fD HOLE DIAMETER:ANCHOR DUIME7ER+1118`. W y CaC O� 1•X4'X.126' 1. 4* i'X4'X.376' 6.600` 00 Z tq MULLION MULLION T•MULLION CUT HERETO • 375• O t0 J 8083.78 ALUM. 8083.78 ALUM. 6083.78 ALUM. 3.126' .378' CREATE F-CLIP. .376' MIN. � J XSECTtON X SECTION X-SECTION MIN �-WTAILR SHEET 4 rt j Z W 1.250' I - .376' CENTEROF r----- --------� .375` W La 1260• i 1 i i ANCHOR HOLE j i MIN. D z I 1 I f I MUST LIE WITHIN I I �Q.f d I I I I THE DASHED i 1 I i i F BOUNDARY.SEE _ _ SHEETS 620 FOR 2.876' 1 I i --- I THE ANCHOR O.C. F I INSTANCE. I N z oo 3.84' i i I i i F I MAXIMUM I I 3260` 3.260` I I I 1 I ANCHORHOLE I I W Q .- I I I 1 1 DIAMETER: H J N 06• Aw .100' L L ----- ------...I ANCHOR L---------------------J Q ?S I DIAMETER U16". !� O 2X6 ANGLE CLIP noo` � a 824'" . 824' STANDARD CLIP U•CLIP SW348 ALUM. _(, _j 6083-TB ALUM. BW3-T8 ALUM. TOPMEW CENTER OF ANCHOR HOLE MUST LIE 71y TOPVIEVJ -•I.820•h- -^i .820`F� WITHIN THE DASHED BOUNDARY.SEE 1.26•x326•X.100• 1.26•X 32V x.824• 1.25'X3.WX.024• SHEETS 6-20 FOR THE ANCHOR O.C. TABLE TABLE C,CONT. MULLION MULLION MULLION DISTANCE. MAXIMUM ANCHOR HOLE Olmonalan Value On) For Mullion: Dimension Value pn)For Mulllon: e006•T6ALUM. 6006.78 ALUM. OWS-TB ALUM. DIAMETER:ANCHOR DIAMETER+IHB'. F 3 1"X F 2 X-SECTION XSECTION XSECTION G 1.000 .126` O 0.500 X.624' 3.480' 6.600" H 2.880 Alunlnum H 1.438 AManhwm 1 3.1X10 Yuba Mutlbn I 3.260 Tube Mullion 2.881Q1817d� •375 376' F 3.187 1`X4'X F 2.828 1.28•X3.04' 1.377' MIN' O 0.767 .376' O 1.126 X.827 p r_-- __-� _-----_ H 2430 Alunlmvn H 1.600 Aluminum solyfa8vrhl:t6ef'1°d^wO I 1 IV-. 1111-E r Tube&T 1 3.260 Tube Mahlon dls8 No F 2250 126"X3.28' F 2.813 30• Mug .126' I I11X.90tPIH 1.500 N1NIUlan11.126' 2.250' I I I I I 3.280 jibe Mullion a u11I12W6' BAY M • ••• • i• i TABLE DYN 30`BAYMULLION 6083-T6 �___i_� ,• -� Mull DimensionPOT Part17 .��Op1`l,L..M,8063-T6 ALUM. 1 XSEC (fie{� Mullion Std.Cifp Otfeet Cll U64IP AaOto OtlpXSECTION • • • • • 1'X4'X.128'(10) 80384 888111M 666N22M 008241M 888618M• ETCLIP No.58705 r .12FTS.UM. 1•X4•X-w(11) 88610 688112M 6681123M 680242M i�10M1.22TPJ�-•oat•+-� •�J �-�1� tV� rx4•x.3Tr r(11) 68863 686112M 6881123M1 SWmM 660010M - y`x jxz NOTES: t �•• .740` 1.28'X 3.�'X.100'(13) 20169 M1127M 001124M 6862410M 6886115M -lT'. Vic) ([^•i)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNENQN�iIS•S�EET. ••• •C • ••• 1.26'X3.2'X.824'(14) X181 �WA 1 8881 f28M 8882411M 8886118M :TO'•.• S A7E �l.T V` • • • • O O 000 • • 1.28•X&wX.824`(16) 2D162 M 8861120M 668'L41M 880017M :��'.,.+�CORIOP.•'G��: 2)SEE SHEETS 6.20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. •• • • •• • • • • • • 30 Dag=(10) 86848 WA WA 8889190M '��SS+ "" •• • �3)SEE SHEETS 2-4 FOR GENERAL BdSTALLATION METHODS. 45 Daaree C�0) 88880 WA WA 88�111M !i A A •• • •• • • • A.LYNP.E.#5870 P.E. FL P.E.B 58708 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TABLE E � Mull Dimension PGT Part# (sheeto) Mullion Std.Clip U•Clip Angle Clip •125• F `I I' •126' -�I~.12W �p� 5<� 2•W X.25"(18) 88802 688281M 060271M 6885112M I a�-,,w-4T d 2•X W X.25-(17) 66604 668282M OM72M 668511 ! I STANDARD CLIP U-CUP I 2X6 ANGLE CLIP La Y 4 i 2.000• I 6063-TS ALUM. 2.1256063-Ta ALUM. 6063-T6 ALUMXSECTION *SECTION 2A0(' XSECTION NOTES:1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING •126' .126' .925 [0 DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET.2)SEE SHEETS 5.20 FOR SUGGESTED.APPROXIMATE HOLE LOCATIONS. F--1490`---i W 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 6.6D0' �p 3.500•---�---.��.I� C CREATE ,p, 5.000• 375' LU F- 2.000' .375' x r-SEE DETAIL F. •37&' .376' � -MIN. Im ZO MIN. SHEET4 MIN. tt44 j Z r --------------� -- -- T -------------T W J�: Dom• 4.000• i ; ! I M 250' r x a•x 26 SAW + 3.438• Sz 7----- i U Q aT i I 3.438 i 0 0 MULLION ! � 6063.76 ALUM. I X-SECTION I I , 1 I I .375 V) Z ' - L L------------- --.....J MW 1�1J1 O :3 0I N L- STANDARD CLIP U-CLIP,8083.78 ALUM. 2X6 ANGLE CUP 2 S2 Q O CENTER OF ANCHOR HOLE MUST LIE 8083-78 ALUM. OF, r TOPVIEW4 -UON SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 8063.78 ALUM. .250• WITHIN THE DASHED BOUNDARY.SEE TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW _ SHEETS 8.20 FOR THE ANCHOR O.C. SHEETS 6.20 FOR THE ANCHOR O.C. d' DISTANCE.MAXIMM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER.ANCHOR DIAMETER+1118'. WTTH THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER r U76'. SHEE 5•ZO FOR THE ANCHOR O.C. S.S00'� DIST CR MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER.ANCHOR DIAMETER+1118'. 5.000• 2.000•- 3.590'�'i CREATE F-CLIP. .375 I SEE DETAIL F. .376' .376' - MIN. r-WMET4 MIN• MIN. .375' r----- -- ------ ------ -- -- ------------ 1 COGyllylogvtbhlMoFlMide I I 'Ne 4 I-6 � I i i onvol .250. B.OW' a -�- -r - --j 4.888` r 8.438" + ---------I • 1 • 6038• •1 5.438• • i • • • • • • I i i \\pNNIV y.......r14/!�F!,� 2,X8•X.26' I •I • • • • • • • I � �. . MULLION , •• i •e • • • • '•.x 6083-T6 ALUM' i I ; t i x No.58705 XSECTION •375• ------- --- --- ----- --- MIN. • (�'• ATE OF w` STANDARDCLIP •• • • •• • • • • U40LI16 2X5ANGLECUP %�s••........ •250' 6 M. 3T6�. ••• 0• ••• •••115ED FOR 2•�3X 8+SS AIIU N.SHEET 17 6TOPwEw TOPVIEW A.LYNN MIL'LE`R,P.E, FL P.E.#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.Ot-80.0 PSF. o NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A P WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1'=85'.REFERENCING SHEET 25,THE COLUMN MING 7g RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABUS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.14'AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+80.0660.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. . 0 SEE SEE FROM TABLE 3A,SHEET 7,THE 1"X2.75'X.375'MULLION(LENGTH-72',OPENING WIDTH-707 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS+688.3 PSF AND WOULD n FENESTRATION DETAAS, PRODUCTS SHEETS NOTA,SUITABLEFORTHISAPPLlCATi(NI. c� •• APPROVAL\ 23 FROM TABLE 4A.SHEET B.THE 1'X 2.78'X.889'MULLION(LENGTH-7r,OPENING WIDTH=707 HAS A DESIGN PRESSURE OF+672.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72• \ OPENING AND MAY BE USED IN THIS APPLICATION.NOTLo E THE ANCHOR CAPACITY REQUIRED OF 636 LOS. N co MILLION LENGTH -� 4 2)USE TABLE 4B TO FIND THE ANCHOR TYPE•ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD 0.1P WITH(`>)#12 ANCHORS AND THE 2X8 w N ANGLE CLIPS WITH(4)912 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL O DETAILS. 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL J aHFFJ:TTS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQIIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j x 2JINSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TD MULLION. 0' IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+1-x.0 PSF.THS.OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 838 LES.ALTERNATIVELY, Ul NOANCHa+s Sl�VWDTH THE ANCHOR CAPACITY AD"TMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF PSF: N y (soPSF)X m� 524.9 LBS (MAY BE USED TO QUALIFY#10 SYEEL SCREWS FROM TABLE 4B) OPENING'MDTIH 72.7 PSF z +o g THE BUILDING SUBSTRATE IS KNOWN TO B£CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A � 777333 DESIGN PRESSURE OF+86.014;&0 PSF. �- e1• FOR THE VERTICAL MULLION: ~ 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE.THE MULLION LENGTH IS 32'+7Y+1'-105'AND THE OP84NO WIDTH IS 38'+�'+1'm77.REFERENCING SHEET 25. a THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3W AND WILL EXAMPLE 2.MULTIPLE MULLIONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0666.6 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE.USE THE NEXT LARGER SIZE AVAILABLE. J tt� D. MULL WIDTH AND FROM TABLE 3A.SHEET 7,THE i'X 2.76'X.376'MULLION(LENGTH-108',OPENING WIDTH-807 MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS*618.1 PSF Y AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. Q FROM TABLE 12A,SHEET 16.THE 2'X 4-X.260'MULLION(LENGTH-108',OPENING WIDTH-807 HAS A DESIGN PRESSURE OF+684.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Ag 42- USED. FOR THE OPENING AND MAY BE USED 1N THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 871 LBS. L C R• .� , YL 3 PENES ATIor! BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 3S'+38'+2'-74',NOT 73'AS PREVIOUSLY PRODUCTS ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUC.ASI E FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROV , �- , THE 73'DIMENSION(36•itr+36.112'+2•'=73). I 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WhW TO BE CENTERED WITHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. MULLI - - USING THE STANDARD CLIP WITH(8)3116'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-112'ONES AN ANCHOR CAPACITY OF 1060185 WHICH IS GREATER,AND LENGTH SEE THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. d DETAILS, DETAIL E, OPENING SHEETS 23 SHEET 3 FOR THE HORIZONTAL MULLIONS: HF7GHT 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 FOR RODICTREVISBD HOML / MULLION TYPE COULD BE CHOSEN. complyt�WMb IES pwde 00* ,�•y� MILLION 1// oceptml 140 �VJ. 1)THE MULLION LENGTH IS WAND THE OPENING HEIGHT IS '+72�'+2'-106'.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE FROM TABLE 12A,SHEET 1B,THE 2-X 4'X.280'MULLION LENGTH-4Y,OPENING HEIGHT=12(`)HAS A DESIGN PRESSURE OF+1470.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. SEE OETAns. 2)USE TABLE 12B TO FWD THE ANCHOR TYPE,ANCHOR QUANTITY AND CLP TYPE REQUIRED FOR THE CMU SUBSTRATE.W THIS EXAMPLE,ASSUME THE CNN JAM83 ARE 8' enrol a 1Ya SSC Coneroi WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE WCARE NIST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 23 (4)3116'ULTRACON ANCHORS AT A WDOEODSTAMCE40F 1'RIVES W AlICHOS QAPACITY OF 640 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED 1%1 lift" ANCHOR CAPACITY OF 621 LBS.• • ••• e • • • `��N`(LYNN L38'.HOR6L ,� W.HO RTL 4)FOR THE U-CLIP IN THE HORIZOAT.AL NA♦0,,,,ilk�,7�� IUGR.USE•THE SAME ANCHOR CAPACITY OF 821 LBS.TABLE 128 FOR THE U-CUP SHOWS THE ANCHOR • �,.•'�10ENSt;''•�� IaIULL LENRTH MtLL LENDTH CAPACITY IS 1074 LBS WHEN USfIK®3Afy�• j1RS ACUTgk.A�4DFlEFORE SURA%E,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 621 LBS.THE Y+r r• '•.yrc OPHMNG WIDTH FOR VERTICAL MItLL ANCHOR TYPE IS A#12 MEL SCREW. _ No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: _ +1.64.7 PSF FROM THE VERTICAL MULLION, �T-41+1-170.0PSF FROM THE 38'HORIZONIIAL MItl"N ATTAC hWG T4rNy1, •VERTlQkL_ •([/: THE LOWEST DESIGN PRESSUREIB+1-170.0 PSF FROM THE 3W' N+,eB4AL n7 PRF AND W0UL0e4PPUNION �Y 0 ALL Or•TiBiMWLIOyS.ERSECTX)N} ''o'�`�''. aIORAOP.•. •• • • •• • • • • • • 'i ••. VERIFY THE DESIGN PRESSURE W FE1'�RfRAT10yy PREDUCTS`USED NTH VHISWUNLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION �,,%NAi�� `'` PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.PIRAL DESIGN PRESSUREREQU!ItES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED W A.LYC MILLP-K P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF RECTANGULAR LOADING,: EXAMPLES OF TRAPEZOIDAL/fRIANOULAR LOADING: PW PW 1 4 � I � z m SHOH SHOH SHIDH SN/DH- PW PW N It 4 LJ to 1 f f / o o / / / LU 3 0 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION 1 1 / f J SILL OF WRJD04YS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i HDINOOR 7 Sm LOADING OF VERTICAL MULLION PMI LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION � 0. � 'd' W O O PW Pw PW � � f i P I 0 co SH co IDHH SHIDH SHIDH SHIDti 1 Q a tt0!lO 4 SHIDH / / 1 4 LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 � SILL OF WINDOWS NOT ANCHORED WIT INTERSECTING VERTICAL MULLION pyy PW _ I`V HR / I 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 1 MULLION I P HINGED 1 NOTES: DOOR PW PW i RODUCFRRYISBD complyingwghltra�lor�da �r�/J 1 ERESEENITATIO S OF TYPICAL eta tG•��l 1 PW CONFIGURATIONS O�o f f f CONFIGURATIONS NOT SHOWNPW MAY BE EXTRAPOLATED FROM OpyppT J o o ••I • • •iJ% THOSE SHOWN. • 1 ••• • • i 2)IF THE LOADING TYPE CANNOT ��``�N`i 4YNN • I s • • 1 BE DETERMINED,USE •1 y • PtN RECTANGULAR LOADING. `: PVI PW •• • 7 • • • yt I f 3)SEE PRODUCTS'APPROVAL FOR I ACTUAL ANCHOR LOCATIONS. y _ LOADING OF VERTICAL MULLION LOADIN6OF VERTICAL MULLION •I lo • .PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITHINTERSECTINGHORIZONTAL MUL jl • • • / '�. � �� ` _ ATE F : •• • •• LOADING OF VERTICAL • LOADING OF HORIZONTALA.L'1'ItlfV MIMlL I`t.P.E. MULLION MULLION FL P.E.#68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DARE MIAMI DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 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) www.mlamidade.aov/economy 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 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:Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT:Drawing No.W04-01 Rev D,titled"Aluminum Outswi pg Eptrance Dom;;sheet%••••• 1 through 5 of 5,dated 01/15/04 and last revised on 07/27/15,prepared by AL.-Farooq Corporation,sigmd and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revisico stemwith*16 Notice of...:. Acceptance number and expiration date by the Miami-Dade County Product Control Settlor.• 0 :0000: ILE IMPACT RATING:Large and Small Missile Impact •••• . • MISS . . .... Limitations: •.......•• •.•..• ••i••' 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs watoe'raatings iii sheeQ. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or kraasom(under separate 00 approvals),lower design rating shall apply and such installation to be reviewed&approved by AHJ• :o-: LABELING:Each unit shall bear a permanent label with the manufacturer's name or foAol qty,stdto and series.... and following statement: "Miami-Dade County Product Control Approved",noted herein. • 0. 00• RENEWAL of this NOA shall be considered after a"renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and a�the,�Job site at the request of the Building Official. s NOA revises NOA#14-0303.0consists of this page 1 and evidence page E-1 &E-2,as well as approva ocumen men tone ove. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No.15-0729.14 MIAMMADE COUNTY n Expiration Date: June 10,2019 Approval Date: March 3,2016 1 Page 1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No. 09-0310.15) 2. Drawing No.W04-01 Rev D,titled"Altuninum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on 07/27/15,prepared by AL-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 24113.2.1 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. (Submitted under NOA No. 09-0310.15) 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 ; •• •sees ••••:• 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS202-94 :"' 5 Large Missile Impact Test per FBC TAS 201- .•••• •••• 6)Cyclic Wind Pressure Loading per FBC,TAS 241&&4 along with installation diagram of aluminum outswing door,prepared by Hamicane tri ineering•;••• Testing Inc.,Test Report No(s).HETI-03-1882,08-1889,08-18890 ander 024,d Q1/15/04••• thru 02/09/2004,all signed and sealed by Rafael E.Droz-Seda,P.E. :•...••. •• • •""' .. (Submitted under NOA No, 08-0507'.10) ' ' . . . . ...... 3. Tensile Test prepared by Hurricane Engineering&Testing,Test No.CHET 04-TI M r,IN :Soso: 01/29/04,tested per ASTM E8-01,signed&sealed by Rafael E.Droz�eda,P.E.°•;•• • •• C. CALCULATIONS r 1. Anchor Calculations and structural analysis, dated 07/23/15,prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-09. 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 America.,Inc. for their"Sentry Glas ®(Clear and White)Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America.,Inc. for their"Butacite PVB Interlayer",expiring on 12/11/16. Jorge M.PIasencia,P.E. Product Control Unit Supervisor NOA No.15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-1 • Eurotech Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE.SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014&no financial interests,prepared by Al Farooq Corporation, dated 07/23/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Notice of Acceptance No. 14-0303.09,issued to Euortech Industries, Inc.,for their Aluminum Outsvring Entrance Door-LMI",approved on 05/1/14 and expiring on 06/10/19. 2. Test proposal#07-3527 approved by BCCO. (Submitted under NOA No. 09-0310.15) sees . sees sees.. .. e sees ...... eees 00000 eeeeee s sees.. sees .. . e sees. sees.. sees sees. e . 0 . sees .. sees.• 0 . . 0 e 00000• sees.. . . sees.. .. . eves . . Jorge M.Plasencia,P.E. Product Control Unit Supervisor NUA No. 15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-2 ANCHORS V 1 ------------- -------------;�I j AT MTC.STILE ENDS 75 3/4• 1i SEE sWARATTTE NOA i FRAME2WIDTH AT 3°o.C. p 1 I II FOR TR��':_ j1 1 I FRAME WIDTH 'S 3 1111 RARNG' DETAILS II I I 13'MAX. 13'MAX. S'MAX. Q TF -- -_______ -li 1 j 5'MA%. HEAD/SU SURFACE APPLIED SEE SSHEET 2 HEAD/SILL HEAD/SILL SI r__ __ _-'_, 1 FALSE MUNRNS FOR QUANTITIES CORNERS a i _- --_------ I j HEAD/SILL A MAY BE USED !c CAPACITY A __ Qq O _ CORNERS ___--------- '`` (a U u_ list D It it SEE / AC•�IA�E FOR SSIDEUTE PARATE NOA i / ACTIVE IN-A.y,ITIVE \ Q til 2 / LBAF RATING AND DETAfLS �j i / LEAF I LEAF \ m io I II � Jtj �2w 1.q, � I I� • � g c 0 $ I d 1 \ Il LJ QU M '--Trj � j I \ � / g I \ I III \ ------------------------- z ag, o DOOR fIiNOES �p g w SEE SHEET 2 m FOR QUANTITIES MIAMI-CAGE COUNTY m GS &CAPACITY 31 3/4' \ c APPROVED MULLION 29• �• \ �¢ a d ri _ SEE SEPARATE NOA $ � D.L OP, . D.L.OPG. D.L.OPG. _ n ro ALUMINUM OUTSWING ENTRANCE DOOR 39 1/8 36 3/8' 36 LEAF WIDTH LEAF WIDTH 3/8' APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. TYPICAL ELEVATIONS Ij)ANCHORS LEAF WIDTH RFS AT ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELMTG.STILE ENDS USING MIAMI-RADE COUNTY APPROVED MULLIONS IN BETWEEN. AT 3'O.C. = H B ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITTS IN - R COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED ¢ MULLION IN BETWEEN. aS5 LOWER DESIGN PRESSURES FROM DOOR, SIDELTTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE •• ••• • • • • • •• a•$R a m REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • • • • .. naso HURRICANE ZONE (HVHZ). • •• • • • • ••• • 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY • • • • • • • • • TO TRANSFER LOADS TO THE STRUCTURE. •• ••• •• • • • will, Y ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS, ANCHORS EMSE DOORS ARERATED FOR TARGE& SMALL M1SSIlE IMPACT. E gr.JAYAD NUVAUEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML PRUDUI'TICKv1YiT)TTERS ARE NOT REQUIRED. FLA PE p 70592 -fib•le ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • ••• • CA 3636 5�t FNdatNOT PART OF THIS APPROVAL • • •A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. `11ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE • •• • • • • • • 2Q} drawing no. MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS,THAT WO4—01 COME INTO CONTACT WITH OTHER DISSIMILAR MA RWS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. fih..t I oI 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM 0 PART i READ. DESCRIPTION N'ATK U L MANE./SUPPLIER/100LAI B O 1 ERO06 AS REDO. DOOR FRAME 6063-TO 2 ER012 AS REDO. DOOR LEAF 6063-TB - a 3 VZ1566 I/LEAF DOOR BASE BOARD 6063-T6 - 'l pS 4 VZ-1483 1/DOUR FRAME SILL 6063-T6 - 5 - 1/DOOR S0.L BASE 6063-TS - 1 6 VZ-1461 AS RECD. ASTRAGAL STILE 6063-T6 - o- / 7 vz-1535 4/LEAF GLAZING BEAD Bow-re 6 2501 AS REQD. GW14G GASKET EPDM DUROMETER 7515 SHORE A Q, � 9 - 1 SHEAR CLIP 6083-TS - n 10 1001/50 1/CORNER CORNER KEY ALUMINUM MONTICELLO v ti .. �� 11 00600X 4/LEAF HINGES ALUMINUM GIESSE ry O 12 010 X 3/8' 4/HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS Y a 4 AS READ. BULB WSTRIPPtNG AS RE: ASSEMBLY SCREWS - HH SELF DRILLING 15 i12%1-1/4 - FRAME ASSEMBLY scHE - SARs \ \ / 4z DESIGN WAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16"HEAT SIREN'D CLASS 48y " REN'D GLASS n SINGLE (X) DOORS SINGLE (X) DOORS DOUBLE (XX) DOORS v o 090'Interlayer rlayer DOOR SIZE GLASS TYPE 'A' DOOR SIZE GLASS TYPE'B' DOOR SIZE GLASS TYPE'A'OR'R' Kumray ButoeRe PVBentryGlae V 2 WIDTH HEIGHT IXf.(+) OAT. (-) WIDTH HEIGHT EXT. (+) INT.(-) WIDTH HEIGHT EXT. (+) HJT.(-) By'Kuraray Americo.Inc.' my Amoriaa,Inc.' o Z Td 2/8 75.0 65,0 2/8 100.0 140.0 7 .0 3/16'HEAT STREN'0 GLASS6'HEAT STREN'0 GLASS o d• 3/0 6/8 75.0 35.0 3/0 6/8 100.0 140.0 6/4 6/8 75.0 75.0 w W U M v 3/8 75.0 85.0 3/3 100.0 140.0 M 2/6 75.0 85.0 2/6 100.0 140.0 6/4 7/0 75.0 75.0 n w�l 3/0 7/0 75.0 85.0 3/0 7/0 100.0 140.0 5/0 8/1 75.0 75.0 12 2i 0 GE SCS 2800 GE SECSILICONE S 28W Z~ m 3/6 75.0 85.0 3/3 100.0 140.0 6/4 75.0 75.0 a SILGLAZE 6 - SILGLAZE 11 Z -N 2/6 75.0 85.0 2/6 100.0 140.0 LOADS SHOWN ABOVE ARE FOR 0 g•I 3/0 8/0 75.0 85.0 3/0 8/0 100.0 140.0 INSTALLATIONS WHERE WATER INFILTRATION :,` g II U W Q fd RESISTANCE IS NOT REOUIRFD. i M 3/6 75.0 85.0 3/3 100.0 140.0 LIMIT EXTERN+)LOADS TO 48 PSF d 0 DOORS APPROVED FOR INSTALLATIONS DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER r n WHERE WATER INFILTRATION RESISTANCE WHERE WATER INFILTRATION RESISTANCE INFB]RATION RESISTANCE IS REQUIRED. yS REQUIRED. IS REQUIRED. o LOCKS SINGLE DOORS: LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ACTIVE LEAE: GLASS TYPE 'A' GLASS TYPE 'Br 36"FROM BOTTOM.KEY OPERATED ON TOP AND BOTTOM OF ACTIVE LEAF PART 002181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT EXTERIOR AND THUMB TURN ON INTERIOR. ATTACHED WITH(4)010 X 1-1/2 SMS. TOP AND BOTTOM OF ACTIVE LEAF PART 002181 GLAZING OPTIONS c STRIKE PLATE 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH(4) 03 X 1-1/2'SMS. e R 1-1/4'X 1/4'X 16-1/4'LANG 36'FROM BOTTOM, KEY OPERATED ON EXTERIOR 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE c ATTACHED WITH (2) 08 X 3/4'SMS AND THUMB TURN ON INTERIOR. 36'FROM BOTTOM,KEY OPERATED ON EXTERIOR STMXE PLATE AND THUMB TURN ON INTERIOR • � o HINGES SINGLE DOORS: 1-1/4'X 1/4'X 16-1/4'LONG ATTACHED WITH(2) 08 X 3/4'SNS INACTIVE LEAF NOTE: TWO-HANDED COMB HIND GLASS CAPACITIES ON THIS SHEET ARE °� E EXTRUDED ALUMINUM BRIDGE 2 W MIALWoO•ERAIFED ICONCE&LED f�M6 BOLTS JT BASED ON ASTM E1300-09 3 SEC. GUSTS �°-c �+ry BY'GIESSE' HINGES SINGLE DOORS: *TOP AND 801T01U*OF•AWflVE5"PMT 082168 .W (5)PER LEAF •A;rACHED':V(g)•if X•L-1•l2'Sbr • AND FLORIDA BUILDING COMMISSION p8 3 s S AT 6', 12'.35',63-1/2'AND TWO-HANDED COMB HIND a m v o • • • • DECLARATORY STATEMENT DCAOS-OEC-219 92-1/2'FROM 70P OF DOOR EXTRUDED ALUMINUM BRIDGE 2 .IOduda GRI AigDo • • • BY'GIESSE' un Ua : • • •• (7)PER LEAF AT 7/0 AND 8/0 COORS iW0-NA4NOED COMB HXJC I e AT 3',D AND 26-3/ar FROMngr.JAVAD AI0MA0 PRODUCT IE/V1S1rD TOP AND BOTTOM,ONE MIDSPAN EXTRUDED ALUMINUM BRIDGE 2 Wy R 1•el40rI6 O BY'GIESSE' FLA.PE pL 70992 (6)PER LEAF AT 6/6 DOORS CAN.3538 8.1,406 Cod. y AT A 9'AND 26-3/8'FROM • � ' • •• 4raprxnce n0_J_S l},q �` TOP AND BOTTOM 12'�B,•837A/2'ANp TTOM • 092-1102'FROM VP OF CMR ••• • F:IPir01Xm Dau • •s • • • • • �l }�;��'�y�•Prodaefavgr drawing no. NOTE:TOP AND BOTTOM FLUSH BOLTS MUST BE W04-01 ENGAGED DURING PERIODS OF HURRICANE WARNING. sheet pof 5 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 113Y TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS WDOO BUCK SEE ELEVATIONS SEE f1LVA110N5 SEE FLEVATIONS FOR SPACING METAL o� FOR SPACING X ••I I. FOR SPACING O �y vai 08y �d Al ° •:•i- • • EDGED 3 o EDGE DISE. ea�y iG EDGE DPST. y _ 1 O Ii O O :13: a 8o a H (� �LL g6 13 ACCESS HOLES SEE ELEV�ONNSS 4 Z L WITH PLUGS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT 13Y EUROTECH b MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 7 Ii SEE SEPjE�NDA TRANSFER THEM TO THE BUILDING STRUCTURE. FOR IRA _ N IL _ -1%` RATING ANDND DETAILS I CAL ANC SEE ELEV.FOR SPACING o r d F11L2__5t5U�.. ' KSI,FY-155 KSI) Z "q INTO 2-F OR WOOD STRUCTURES O ^a 1-1/2" MIN. JAMBS) S w M L-----� -----� W '� I1 RU 1BY BUCKS INTO CONC. OR MASONRY E gM O Ii it 1-1/4" MW. EMBED INTO CONCRETE (HEAD) w p 4" MIN. EMBED INTO CONC. OR MASONRY (JAMB Ix i(------ --------=)) DIRECTLY INTO C ? o W 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ZN = o 13 NUJAI-DARE COUNTY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) � W 2y o W APPROVED MULLION h- SEE SEPARATE NOA T A14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) z g T ° TYPICAL ANCHORS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') 7W 13 SEE ELEV.FOR SPACING INTO METAL STRUCTURES -T p,I STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) u ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 4 , (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 2 +' 7 TYPICAL EDGE DISTANCE c��R� 7 INTO CONCRETE AND MASONRY = 2-1/2' MIN. 9 P'R INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. g B8 x 1/2'SMS .. s 3'FROM ENDS WOOD AT HEAD OR JAMBS SG a 0.55 MIN. AND 10'O.C.MAX. 3 CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI IAN. a o (a) X12 X 1'SMS C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm o 2000 PSI MIN. H• •• ••• • • • • • .• AT 2'O.C.MAX. • • • • • • • • f 8$0 0 2 AT CENTER OF SILL • • •• • • • • • SEALANTS 3v O • •• • • • • ••• • ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH a 13AT • • • • • • • • • ADSEL OR TEKNA 50729 SEALANTS. 5 DOUBLE(XX)DOORS 7 T o ONLY Eng,.JAV D AHMAD PR0DUCT CIVIL 1t�r1�b 13 =_"—; FLA PE A 70592 Rvldil�ng G� Ow Amldf o 1 I� • ••• • ••• • • C.A.M.SSJg 4mpgm NO1EV .I y g •• • • •• • • • • • • •+ drawing no. mkw c , �_ •i • •• • • • U air W04-01 TYPICAL ANCHORS SEE ELEV.FOR SPACING sheet Sof $ ••• • • • • ••• • • • • • • • • • • • • • i• •• • • • •• •• ••• • • • ••• • • 1/4'MAX. SHIM SPACE 1/4'MM. 7d' SHIMI 1/4"MAX.'• r METAL C (� 8 SHIM © // O STRUCTURE pC' 1 (2)ga x 35Ms 2 WOOD SUC TYPICAL ANCHORS OR SEE ELEV. WOOD UCT e ACTIVE LEAF FOR PACING . 13aq$$ 1J �•f TYPICAL ANCHORS w 01112 o SEE FOR PAC NG • ? 16 EXT. - 0 1z EXTERIOR 13 TYPICAL ANCHORS SEE ELEV. s' 11 2 Y D.L.OPG. FOR SPACING U Z n LEAF MOTH 00 o lt1 W � FRAME WIDTH v 0 M M SINGLE DOOR S Of 4 MIAMI-OADE COUNTY Z APPROVED MULLION L Z N o' SEE SEPARATE NOA O 1/4'MAX. � = O 31 F SHIM 5 (U�A td tar p 1—i a I, ,1 wooD aLCic 0 g v ----------_ ----- SEE =__SEE SEPARATE NGAii i i ACTIVE LEAF IN—ACTIVE LEAF �_� R�ATRIlK A�No DETAILS p i' 13 6 to .'• n= ... 31 0 �L,--s_—.-------+ LAI TYPICAL ANCHORS O Q SEE ELEV. 3 9L FOR SPACING m t2 13 O.LO. tt 2 EXTERIOR (2)/a x J/a• $r D.L _ ._-• • • • • •• ssMLSEAF WIDTH ?o «C LE•T WIDTH • •• • • ��a m u o • •• • • • • ••• • • • • • E 111.4 • DOUBLE DOOR E9:JAYAO AHMOCra pRooUCf"Now .e =� FLA.PE 9 70592 �l eon►'1'Iq whT1•f�NFr o • ••• • •f• jj • f CA b938 BsNlne C'ad' 3y • • • • • • • ••• • • EaplrNko One •• • •• • • • • • • ,J g 2� bT drawing rro. •• • •• f • • W04-01 ahaet q of 5 • • • • • • • • • • • f• •• ••• • •• •• ••• • • ••• • • 10 �{�V 3.937 F .070 ® 10 Z 1.81 1.634 ® J 2.959 / a F112� n \J DOOR FRAME 1.771 II Q T2.8 0 3.873 I 070 .IPI_ Q 29t9 n 1.024 .... U m FRAME.TOP CORNER o Z 2.047 o (/) W W M DOOR LEAF 14 tWi n�a 1.772-moi +a z W Z .067 3.937 0 3.777 2.921 1.103 N �.080 "t 238J 1.043 1.838 O DOOR BASE BOARD O SHEAR CUP `o� R i? 2.402 , .138 gg ,059 1.784 083 1.906 .571 FtTl 7 FRAME_B01TOM CORNER •ffi •• ••• • • • • •• o o L1 I.772 .744 S97 •• •: ••" CIRNifl6• • <m v O FRAME SILL t� ASTRAGAL STILE •• ••• •• • • • •• '0 0 4 Engr.JAY mL b1AD 2.000-1 1.000 FIA PE CAN 70692 ►ktJptl�1'p � e • .09a .8�4s 1.ao+ 16 • or • • 000 0•• ••••i •• • • • • ••0 • •1.000 No .0 L i • 0 •• 0 •• �u� 2h�5B4�cEIempUFoem[t Wtr.ls .1 y4 odrowi3 W04-01 O SILL BASE O GLAZING BEAD sheet 5 of 5 ••• • • • • ••• • s • • • • • • • • • • ••••• • • • •• •• 009 0 • 0 ••• • • MIAM1•DA©E MIAMI-DADE COUNTY Q PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 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) www.miamidade.aoy/economy PGT Industries 1070 Technology Drive, Nokomis,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County 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 elate stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the A14J (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 115570/2770"Vinyl Sliding Glass Door(Reinforced)-L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SGD570-01 Rev C,titled"Vinyl SGD",sheets 1 through 13 of 13,prepared by manufacturer,dated 11/18/10 and last revised on 06/10/15,signed and sealed by Anthov, l!.71tliller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acc4. nce numWer and . 9999 • expiration date by the Miami-Dade . County Product Control Section. • 996.99 9999 9999.9 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant *00000 :0000: Limitations: '•" L See table 2(sheet D and table 3(sheet 9) of this approved drawing set for applienbl096111 unir'siZES, "0 design pressures,reinforcements types, glass types,sill riser(detail sheet 6)and alftbl-§requiedl a ants. 2. See sheet(12)for panel configurations&limitations.Size over 96"height is limite f to max 4-panels. 0• 3. Rigid White PVC,Tau on-white Rigid PVC and Brown coated (Painted or lan>:ua;e0c) white Rigid(Non-white) g � .) g 9999:. PVC to be labeled per referenced NOA's requirements. 4. Egress operable doors must comply with min clear width or height per FBC requileure4,as a arable. :"� 5. Pocket walls under separate approval,to be reviewed by Building official. 00 0 LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to 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#13-1125.05 and consists of this page 1 and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 15-0409.02 .MIA t e Cot1NF Expiration Date: April 14,2016 q( I Approval Date: June 18,2015 F ,Ib�\*' ' Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under tiles see below). 2. Drawing No.MD-SGD570-01 Rev C,titled"Vinyl SGD",sheets 1 through 13 of 13,prepared by manufacturer,dated 11/18/10 and last revised on 06/10/15, signed and sealed by Lynn Miller,P.E. Note: This revision consists of series changes and FBC update. B. TESTS (Submitted under files#13-1125.05/#11-1018.19/#11-0107.04) 1. Test report on 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94 along with marked-tip drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638(samples A-1 tlu-u A-22),dated 11/19/10, signed and sealed by Jorge A. Canso, P.E. (The above test report has an addendum letter dated 3-11-11, issued by FTL, signed and sealed by Marlin D.Brinson,P.E. (reviewing Engineer). 0000 2 Additional test report No.FTL 6637 (samples A-1 thru A-5)per TAS 202-94,issueM- ...... Fenestration Testing Lab,Inc., dated 12/06/10, signed and sealed by J&geA: Causo,.E.E. •' 090.00 0000 0000.. C. CALCULATIONS 0000 .. 0000.. 1. Anchor verification calculations and structural analysis, complying will t .0-2014,prepared PGT,dated 03/30/15and last revised on 06-09-15, signed and sealed b3i* u tkpy L.MikviJ P.E.••••• 2. Glazing complies with ASTME-1300.02, -04&-09 •• •• ' . 999999 . • . . . . 000000 D. QUALITY ASSURANCE re-60 0 000.. 1. Miami Dade Department of Regulatory and Economic Resources(REK)9' : 4,00:00 • 00 9 E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0820.11 issued to Vision Extrusion Ltd for their"White Rigid PVC",expiring on 09/30/19. 2. Notice of Acceptance No. 11-0902.10 issued to Vision Extrusion Ltd for their"VE 1000 Tan (Non-White)Rigid PVC", expiring on 12/29/16. 3. Notice of Acceptance No. 14-0820.12 issued to Vision Extrusion Ltd for their`Brown Coated (Painted or Laminated)White Rigid PVC", expiring on 09/30/19 4. Test reports No(s). 10-002-792(A), 10-006-10231, 535753-09,per ASTME-84,ASTMD1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material. IS1184 I.Chanda,P.E. Product Control Examiner NOA No. 15-0409.02 Expiration Date: April 14,2016 Approval Date: June 18,2015 E- 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (continue): 5. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours &Co., Inc. for their "DuPont Sentry Glass®",expiring on 01/14/17. 6. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours for"Butacite PVB Interlayer",expiring on 12-11-2016. F. STATEMENTS 1. Statement letters dated 03/30/15 compliance to FBC 2014 (P Edition)and "No financial interest",prepared by PGT,signed&sealed by Lynn Miller,P.E 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. .This NOA revises#13-1125.05,expiring April 14,2016. 2. PGT dated March 30,2015 by Lynn Miller, P.E. confirming extent of revisions. 3. Test proposal# 10-0767,dated 08/25/10 approved by BCCO. 4. Test verification calculation dated 07/30/10,prepared by PGT,Anthony L.Miller, P.E. .... . . ...... .. 0000 • • 0000.. 0000 000009 0000.. 0000.. 0000 .. . . . 0000 . .. 0000. 0000.. 0000 0000. . . 0000 .. . 0000.6 so 0000.. o 0000.. . . 0000.. .. .... go 0 Ish q I.Chands,P.E. Product Control Examiner NOA No.15-0409.02 Expiration Date: April 14,2016 Approval Date: June 18,2015 E-2 GENERAL NOTES:SERIES 5570&2770 LARGE MISSILE IMPACT-RESISTANT,VINYL,REINFORCED SLIDING GLASS DOOR DESIGN PRESSURERATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). VARIES, LARGE&SMALL SEE SHEETS 8&9 MISSILE IMPACT 2)GLAZING TYPE OPTIONS:(FROM EXTERIOR TO INTERIOR); T=TEMPERED, HS=HEAT STRENGTHED, AN=ANNEALED, SG=.080'SENTRYGLASO(FORMERLY KNOWN AS SENTRYGLAS®PLUSL PVB=.090"BUTACITE PVB: t-1ns�Nota 1-u1s NOM. GLASS TYPE A:3116'HS GLASS+.090*SG INTERLAYER+3)16'HS GLASS+7/16'AIR SPACE+3/1W T CAP 7117 AIRSPACE T711V AIRSPACE GLASS TYPE B:3116"HS GLASS+.090'PVB INTERLAYER+3)18"AN GLASS+7/161 AIR SPACE+311('T CAP NSACKSEDOM OTE' GLASS TYPE C:3116'HS GLASS+.090'PVB INTERLAYER+3/16'AN GLASS+9116"AIR SPACE WITH HEAT-MIRROR FILM+3118' T CAP 3116•Tis clAss 3118'AN GLASS SURFACES SURFACES APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING M. RMRLAYERS MAY BE MANUFACTURED BY E.I.DUPONT DENEMOURS& 3l18'NS OU1B3 3118'FiS GLASS SHALL NOT BE CO.,INC.OR KURARAY AMERICA,INC. PAWNED LAMINATED. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY THE FOLLOWING MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS: 4EXT• INT.► ow Pyg 4E%-r. IMT.► 114'ELCO ULTRACON OR 114"ELCO CRETEFLEX.SEE TABLE 1,SHEET6 FOR DETAILS. .06D'SO WTERLAYER INTERLAYER 3116•TGLASS 7118" 311WTGLASS 7118' PAWNED/LAMINATED SURFACE 4)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6.ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X NOM 78 8 Nom 8 8 (DASHED LINES) INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 14/2"THICK O GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND o7L Ss iQ D i 8 07 i Q i 9 INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. BITE I I 3 SITE I 3 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS), NOA DRAWING MAP SHE (MAX,114"SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD PAINTED/ GENERAL NOTES..........I SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION,COMPLYING WITH FBC. GLASS TYPE"14' LAMINATED GLASS TYPE"B' GLAZING DETAILS.........1 SG LAMINATE, SURFACE PVB LAMINATE, ELEVATIONS..................2-4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE INSULATED GLASS(DASHED LINES) INSULATED GLASS HORIZ.SECTIONS.........5 EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE 1 VERT.SECTIONS...........6 OF THESE INSTRUCTIONS. ACCESSORIES...............7 StIrAMPACE DESIGN PRESSURES...." 7)DESIGN PRESSURES: EXTRUSIONS.................JO A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. 3fir AN GLAss PARTS LIST..... B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E-1300. x' Doss CONFIGURATIONS........12 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33113% EAT-MwROR FLM PANEL TYPES................13 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO 4"T WT./ WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR DW PVB 3116•T GLASS CORROSION RESISTANCE. INTERLAYER 7116• PAWNED/LAMINATED 9)SHUTTERS ARE NOT REQUIRED. NOM SURFACE(DASHED 716• QLINES) 10)SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA BUILDING CODE.MAXIMUM OF(8)EIGHT PANEL CONFIGURATION CLASS I FOR FRAME HEIGHTS UP TO 98'OR(4)FOUR PANEL CONFIGURATION FOR FRAME HEIGHTS OVER 96"AND UP TO 120". BITE I I 11)REFERENCES:TEST REPORTS FTL-6337&8338;EXOVA 10-002-792(A)&10-MB•10231;CAMBRIDGE 53575309;ELCO ULTRACON PER CURRENT NO&ELCO 1 I 15 CRETEFLEX PER CURRENT NOA;VISION EXTRUSION,LTD:WHITE RIGID PVC PER CURRENT NOA,VE 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC PER CURRENT NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC PER CURRENT NOA;ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM GLASS TYPE'C' ALUMINUM DESIGN MANUAL PVB LAMINATE,INSULATED ED 12)THE 2770 SERIES USES A EITHER A PVB OR SENTRYGLAS,(SG)INTERLAYER.UNITS GLAZED WITH GLASS CONTAINING SG INTERLAYER WERE PREVIOUSLY WITH HEA FILM 7uo P 1411.&do GLASS KNOWN AS THE 2870 SERIES.THE 5570 SERIES IS ALSO KNOWN AS THE 570 SERIES. ASS OR ttler•cb* INSTRUCTIONS: •• ••• • •! •!• Rmfood8r. DOW Rawbce � ON�(S- L 1)KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREME4S,FOR THI �` �� J.R. 03/18/15 RENAMED 570 ��H"1N0• '�IG SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES.FOR GLASS TYPE68 • •�`�40 '•� J.R. Ib 1s4.. OR C.USE TABLE 3,SHEET 9.FOR GLASS TYPE A,USE TABLE 2,SHEET S. • • • • �1D�,�C0 �• 0.6• 'i R~mr.. Dab: Rolbim 1Y�a1 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THk•ROMIIsAL• No.y670g J.R. 11/05113 RENAMED 2870 PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. _ �•� 3)CHOSE WHICH ANCHOR OPTION(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, _ ® GENERAL NOTES&GLASS TYPES J ROSOWSKI ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DI;TANGFi• Q i 4)FROM THE DESIGN PRESSURE TABLES(TABLES 2-3,SHEETS 8&9),VERIFY THAT THE RE61UTAED DESIGN • +�'-, • STT 's. �� 1D7p 1ECf1NW IXi1 DRNE nee °H� PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. •• • • Q� W4i�CF; n vsw&FL 242745P VIN'�I.SGD INSTALLATION GUIDELINES 11!18/10 6)INSTALL AS PER THE INSTRUCTIONS AND DETAILS ON SHEETS 2-7. • •• •'�>•F ; 6)ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. •• • • ► /ONA4 � • Adtot�s Ft 39274 r a+a6 aN LYarIDY Rer. .E.458 �D., 5570/2770 NTS 1 OF 13 MD- 01-01 C P.EA 887D8 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2-TRACK CONFIGURATIONS .. MAIL Ir _. THIS WMAX, MAIL. TMIS SH DAYLIGHT OPENING=011FORMULAS WIDTH:PANEL WIDTH-8-018• DETALL E ANCHOR APPROX.V. DETaI A DETAIL DETAIL 2 DETAR D HEMW:PANEL HEIGHT-8A/18' ANCHOR LOCATIONS OR NONSTRUCTURAL {� gH� ISSH THIS DET.A LOCATIONS FOR 14EXT. '; BYPASS (HEAD831LL) I - PANEL HEIGHT-FRAME HEIGHT 2.5" ♦EXT. POCKET CONDITIONS. COND'.• ANCHORS SIN21VMAX �--------------`---�--- PANEL WIDTH•---+� ANCHOR INTO MAX ... --- --- --- - 12•MAX.O.C.•„ P-HOOK. O.C. DAYLKTHT OPENING WIDTH DETAIL 4 DAYuoHT 1 ANCHOR @ CENTER OF 1 ANCHOR @ CENTER OF / SHEET OPENING DETAIL EACH PANEL.SEE TABLES DETAIL 1 EACH PANEL SEE TABLES • / HEIGHT DETAIL E ON SHEETS 6 89. ON SHEETS B 89. THIS SH Exr.� Exr.� I • 7C OR'O' 'X' 3.219•MIN.O.C. • PANEL TYPE PANEL TYPE 2 ANCHORS®CENTER OF 2 ANCHORS 0 CENTER OF POCKET DETAIL 1 AIL 2 DETAIL B2 EACH PANEL SEE TABLES ON bETAIL EACH PANEL SEE TABLES BY 8HEET 5 SHEET SHEETS 88 B, �,- ON SHEETS 889. OTHERS �1 �1 _tj PANEL EXT.V • 4'MIN.O.Q (UNDER /-1 DETAIL HEIGHT OLD a•MSV O.C. SEPARATE �I gHEEr APPROVAL) 32+5•MN.O.C. • DETAIL J ...-: CLUSTER OF 3 '" ,:- CLUSTER OF 3 SHEET 8 _ ANCHOR®STB.E ANCHOR8 9T8.E DETAIL C1 NTERSECTIONS. �H1 INTERSECTIONS.SEE IOF SHOWN OF SEE TABLES ON TABLES ON SHEETS 8 8 9. EXT :...... 1 PANEL Sr MAX HEETS 8 89. EXT.♦ •) :< ' _ PANEL (@ HEAD - -- 4'MIN.O.C. -- ---- --- ---1" &SILL) 4•MIN.O.C. 8'MAX.. _8'MAX. d'MIN.O.C. (HEAD 8SILL) F"- (HEAD 8SILL) DETAIL C21 DETAIL CLUSTER OF 6 "` CLUSTER OF B ANCHORTHISDETAIL ANCHOR®STILE STILE INTERSECTIONS. DETAIL G1 DETAIL H1 THIS SH 2.376•TYP. INTERSECTIONS. DETAIL H2 SEE TABLES ON SHEETS HIS "IV OETAB. SEE TABLES ON 8&9. � Is S EXT. _" SHEETS B 8 9. EXi.�. IGURANCHOR C3+1 ANCHOR CONFIWRATION SHOWN; 3.210-MIN.O.C. 4•MIN.O.C. CONFIGURATION SHOWN: ._� (SEE APPLICABLE OP (SEE APPLICABLE OP TABLES 2.3 OR 4) IF MAX. 6•MAX. TABLES 2,3OR 4) O END OF ATOi'ACHEDJAMS ATTACHED JAMB NOTES: +ANCHOR @ +)FOR CONFIGURATIONS•SEE SHEET 12. 4DETAIL D OETAIL F SRL ENDS. 2)FOR ANCHOR E TGABLE 1 SHEET AND 1 ANCHOR® IX,I,.. S. HEAD ENDS' 3)DAYLIGHT OPENING(DLO)FORMULAS: WIDTH:PANEL WIDTH-8.8/18' NOTE:SEE TABLE 1,SHEET 6 FOR ANCHOR EDGE DISTANCE AND EMBEDMENT. HEIGHT:PANEL HEIGHT-8.9116' TRODUL'T to v"D 4)PANEL HEIGHT=FRAME HEIGHT-2.6' a complying whh the 41tu14� Ba1dWS Code ••• • • • •• •t 1` �9 ..11191 •'••S � •¢pmaeONO15.7L_6••�b•�•ru- 2- .1�' • •s• •• •: '=-•�:-*GO,�• ••` F •.••�W�, ® +'12JAMB ... .. L18/15ATTHIS SHE J.R.R� 03/ ReKmdEr DfI: Rwbkm Low •o •• N58705 i J.R. 11/05/13 CORRECT DLO ,.3OR LOCATIONS(2 TRACKS) bJrcYRnBOp. SOWSKIr4it, �-54 Dow 7904099DOIMVW M¢ EXT.vT• +. �°f��i°•• c+ • N.VEMCE,FE3W8 VINYL SGD INSTALLATION GUIDELINES 11/18/10 •• • • •• , �'•'. C�R • P.O.BOX 1848 •• • �'� �OIVA�- t,� . NOXOMIA FL X274 Ss4 8m)s BGad OmvNg Nm Flow WEEPHOLE PATTERN®24"O.C. WEEPHOLE PATTERN @ SILL @NOS • •• A�i�dA I�ItLEtt�,P E 5570/2770 NTS 2 OF 13 MD-SGD570-01 C P.EJi 68708 CERT.OPAUTTL dS2M • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3-TRACK CONFIGURATIONS APPROX.S'. DETAIL A DETAIL DETAIL C1 DETAIL B DETA0. DETJUL D NON4TRUCTURAL---+++{{{ rHI88H mIS THIS IS SH THIS (HEAD&SILL) 8'MAX MAX. DETAIL ANCHOR DAYLIGHT -- DETAIL ANCHOR 4En. LOCATIONS FOR OPENING 4EXT. LOCATIONS FOR BYPASS WIDTH . POCI�T CONDITIONS. DETAIL_4 CONDITIONS. 21.8' SHEET 5 ANCHORS INTO MAX DEMO. 12'MAX O.C. P-HOOK O.C. x OR V x x OR'a PANELTYPE PANELTYPE PANELTYPE 1 ANCHOR Q 1 ANCHOR @ POCKET OE7AIL 1 CENTER OF EACH G1 CENTER OF EACH BY DEKA&81 PANEL SEE TABLES 0 PANEL SEE TABLES OTHERS 5 ETAIL ETAO. EXIT ON SHEETS 8&9. Exr.V _ ON SHEETS 8&S. (UNDER T DETAIL 4•M1N.O.C. SEPARATE SHEET APPROVAL) ASTRAGAL N- LOCK SHOWN SHOWN 2ANCHORS4]5°CENTER OF EACH 2 ANCHORS®CENTER OF DETAIL•6 DAYLIGHT DETAIL 2 OETILL G2 EACH PANEL.SEE TABLES 1—\ 1'--I SST OPENING O.C.PANEL SEE TABLES 11 SHEETS E> �I HEIGHT EXT.v ON SHEETS B&9. EXTV I Cy -�, PIUIEL PW4EL I®W-40 3219'MIN.O.C. 4•MIN.O.C. CLUSTER OF .i.... __ ___ — --- ANCHORS @ STILE CLUSTER OF 3 -----_-----g•MAX., L DETAIL.C1 INTERSECTIONS. DETAIL • ANCHORS®STILE (HEAD&SILL) 8'MAX, FM SEE TABLES ON INTERSECTIONS.SEE AIL G1 DETAIL_ DETAIL H DETAIL G2 Y�--MEAD&SILL) SHEETS 8&A. EXT V TABLES ON SHEETS 8&S. SHEET SHE LR SHE DETAIL 4'MIN.O.C. 3219'MIK O.C. C5+1 ANCHOR CONFIGURATION C3+2 ANCHORCONFKiURATION SHOWN:(SEE APPLICABLE OP SHOWN;(SEE APPLICABLE DP 4'MIN.O.C. TABLES 4 3 OR 4) TABLES 2,3 OR 4) 4'MIN.O.C. CLUSTER OF AIL JAMB ANCHORS @ CLUSTER OF 5 ANCHORS 1.128 4.78• STILE ®STILE INTERSECTIONS. O.C. INTERSECTIONS. 2.37W TYP• SEE TABLES ON SHEETS - SEE TABLES ON 1.900' B&8. EXT.V .: SHEETS 0&9. EXT DETAIL C2 3219'MIN.O.C. 3218'MIN.O.C. 6"MAX (T END OF 1.976 (TO END OF FJAMB �-ACHED JAMB .19(r J�6' EXTV 1.006' t'kO•UCT lb YIb60 DETAIL D DETAIL F 1 ANCHOR @ HK Plods+ 1 ANCHOR @ SILL ENDS. Code Balding HEAD ENDS. EXT•v •• •.• • • • P LE g4TTERN(gj 24"O.C. WEEPHOLE PATTERN SILL ENDS &' 02 AmmWmw N� s • i�S` IY#w 7•t i NTeNmdNNy OMfc li�7tlm ¢+pu+tie,o a�` : ..�!�tF % J.R. 03/18/15 N/A THIS SHEE ad mw �t:' N6.58705 J.R. 11/05/13 DETAIL E 1))F CONFIGURATWNS.SEE SHEET 12. - a=- ® neagoo- BOJ'• E2)FOR MBEDMENT. EDGE DISTANCE AND • ••• - • o IS ::Lt}'f ANCHOR LOCATIONS(3 TRACKS) J ROSOWSKI EMBEDMENT,SEE TABLE 1 SHEET 8. •� 3)DAYLIGHT OPENING@LO)FORMULAS: • • • s;'!D STATE 1070 TECHNOL�YDRIVE TIOC DAfx WIDTH:PANEL WIDTH-S•S118" • / • •%O •• •NY�� VENICK FL HEIGHT,PANEL HEIGHT-8-9n5' •• • • '( ;•FLGnL„• may` N. 1 5 VINYL SGD INSTALLATION GUIDELIN 4)PANEL HEIGES 11/18/10 HT=FRAME HEIGHT-2.5' • •• i� •• • •• ��}�ONAF ,��•'� • A"WA89 FL 84274 •. smNe: OmeNgNa rmK LYNN M@CERP.E �.� 5570/2770 NTS 3 OF 13 MD-SGD570-01 C P.EA58765 ••• • • • • AUM MOM ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4-TRACK CONFIGURATIONS „PMX_W. DETAIL DETAIL B DETAIL cz DEraL ci DETAIL BZ DEraL NONSTRUCTURAL---��{{{ I� THIS iHL4 T�S THIS s Tws (HEAD 8 SILL) I I MAX •' __-------_-______ S'MAX. --- -- -- — - ANCHOR DAYLIGHT DETAIL A ANCHOR E LOCATIONS FOR OPENIN VOIG DTH LOCATIO4EXT. POCKET NS FOR ♦EXT. BYPASS CONDITIONS. 0 CONDITIONS. 21.8' , 8E„EET 4 E ANCHORS INTO MAX. . 12•MAX.O.G• P•HOOK. O.C. DETAIL ' W OR'O' 'X' 7C W OR"a PANELTYPE PANELTYPE PANELTYPE PANELTYPE DEraIL G1 POCKET DEraL aIL ETAIL ANCHOR @ CENTER OF 1 ANCHOR 88 BY 1 CHOR@SHEET SHEET BREET 5 1 PANEL EXTV CENTER OF EACH OTHERS —' A DETAIL PANEL.SEE TABLES TABLES ON SHEETS 888. ONSHEETS868. (UNDER {) DETAIL SEPARATE IUI APPROVAL) NOCK A ft NOEaHEET SHOWN SHOWN DAYLIGHT & 2 ANCHORS 0 DETAIL 5 / OPENING CENTER OF 4'MIN.O.C. EACH PANEL.SEE TABLES I I 7 SHEET 5 /L� I HEIGHT 46.71W EACH PAN0.. 2 ANCHORS @ CENTER OF —VDAIL B2 SEE TABLESQN SHELTS �� ON SHEETS 888. �{OF CF8.�Exr.v888. EXT7 PANEL ((HEAD 3218•MIN.O.C. - 8 S01) 3219•MAN.O.C. 4'MR O.C. CLUSTER OF 3 (HEAD 8 SIW 8'MAX. DETAIL C1 ANCHORS®STILE CLUSTER OF 3 DET G1 TlOS SLfE TMD PAW DEr s�G� (�8 SILL) EXT. INTERSECTIONS. ANCHORS 0 STILE DETAIL F SEE TABLES ON INTERSECTIONS.SEE SHEETS 8 88. DETAIL TABLES ON SHEETS 88 S. C8+1 ANCHOR CONFIGURATION C3+2 ANCHOR CONFIGURATION SHOWN;(SEE APPLICABLE DP SHOWN;(SEE APPLICABLE DP EXT. TABLES 2,3 0R4) TABLES 2,3OR 4) 4'MIN.O.G 4'MIN.O.C. 3219•MW.O.G *3.2.1V ' 1.12 :: CLUSTER OF B DET ANCHORS@STILECLUSTEROFS 1.898' 4.78• INTERSECTIONS. ANCHORS @ STILE O.C. SEE TABLES ON 2.37INTERSECTIONS. SHEETS 8 88. SEE TABLES ON SHEETS 88 8. OETAIL L"1 1.376 EXT.V 9.219'MIN.O.C. W.O.C. Agr \ J3�• 8'MAX. MAX EXT.V T /kBDUI'!NItY1bFD (TO END OF A An�£D JAMB EXTv law T ��p8 ATTACHED JAMB Ns 02 1ANCHOR{� EMS - WE H E P� ERN @ 24°O.C. WEEPHOLE PATTERN(�SILL ENDSAdrO� NAIL 1 ANCHOR @ ` SILL ENDS. •• ••• • T• Re*ww D.B: ReWtolx �b HEADENDS. • • • • •N%* �" T+ •. .; . :�.`w .rii��21�''�; J.R. 03/18/15 N/A THIS SHEE D�1Y+1 '- • • • •` i,xcfN9e •. . Revbod8y aft ReHNox •• ••• q.+ • • •1.* NOTES: i= No.5s705 J.R. 11/05113 DETAIL E 1)FOR CONFIGURATIONS,SEE SHEET 12 - yYia� - ® D 2)FOR ANCHOR EDGE DISTANCE AND ANCHOR LOCATIONS(4 TRACKS) J ROSOWSKI EMBEDMENT,SEE TABLE 1 SHEET S. • ••• n3 3)DAYLIGHTOPENING(DLO)FORMULAS: • • • • •S �E �••�• ,� T07DTEC040LOGYDRW TftDow WIDTH:PANEL IMDTH-8.9H8' • • • • G • HEIGHT:PANEL HEIGHT-8-9!18• •• • . •'•• ',-•lob A!P.D. m VINYL..SGD INSTALLATION GUIDELINES 11/18/10 4)PANEL HEIGHT=FRAME HEIGHT.2.8• ••• •• • • �i ��'�ON{,`- ` • AUKONA FL 94274 g 8mkc Aaw4pNa Rew $!LYP.E.05117W P.E. CERT.OFAMA2m 5570/2770 NTS 4 OF 13 MD-SGD570-01 C P.E.868708 Or • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• • • DETAIL 1 DETAIL 2 DETAIL 2 DETAIL 3 %� INTO MASONRY A87RAOAL INTERLOCK INTO MASONRY BUCKSTRIP.SEE TYP.ANCHOR TYPE,EMBEDMENT AND EDGE REQUIRED IF DOOR 1X BUCKSTRIP NOTE 4,SHEET COO R RE�MU DISTANCE PER SUBSTRATE,SEE TABLE 1,SHEET 8 4 HEIGHT 19 OVER IB' CONCRETEICMU REQUIREMENT UIEDGE ---IASTRAGAL ADD-ON 9 FERANCHOR NON-STRUCTURAL. 30 ASTRAGAL ADD-ON REIJF. REQUIREMENT / ANCHOR40 #,0X2-Ur SMS q P EMBED; EMBEDMENT REWFORCEMENTSCREW:B\\\ LMENI 6PTIONAL PERASTRAOAL, 89 FROM ENDS(FACTAND 7' TYP.ANCHOR TYPE,EMBEDMENT FROM ENDS(FACTORY d INSTALLED). - c o g .� AND EDGE DISTANCE PER MAX. 21 qWEEk p - SUBSTRATE.BEE TABLE 1.SHEET e y4 INTERLOCK EDGE 2 7 10 7 EXTERIOR BoxscREEN a <• DISTANCE g ASTRAGAL •• POCKET • P-HOOK lu Q 103 LOCKSTRE 1 •.• —t FOR PANEL WIDTH PANEL WIDTH 100 18-►!�--1/4'MAX. II (�� I' .�_.1II LOCKSTILE$ U DOOR FRAME WIDTH TYP.ANCHOR TYPE,EMBEDMENT ASTRAGALS. DOOR FRAME WIDTH AND EDGE DISTANCE PER FIXED 1N1'MAX. SUBSTRATE,SEE TABLE 1,SHEET 8 STILES AND - - --- HORIZONTAL © 4 PARS EDGEIll.rgl EDGE SEE NOTES DISTANCE 08 X SW SMS REINFORCEMENT •DISTANCE 3&6 "`LLLIII SCREW:3 PER RAIL.LOCATED q _ . (� �- AT CENTERLINE AND V FROM FENDS(FACTORY INSTALLED) o o 2318'ROW g 8 SPACINGa2�° FOR TYP•ENT AND TYPE, BPACMO RfTERLOCKS EMBEDMENT AND EDGE q P ONLY DISTANCE PER SUBSTRATE, SEE TABLE 1,SHEET 0 EMBED EDGE �"-' MENT DISTANCE FUBD PANELCLIP ,CONCRETEICMU L AND ANCHORS,SEE . DETAILSHEET7 STANDARD SCREEN •.• REQUIREMENT 2X WOOD BUCKSTRIP EMBEDMENT FDMD STU ttt V4°MAX. OR FRAMING.SEE EXTERIOR 28 TYP.ANCHOR TYPE.EMBEDMENT PANEL WD)TH NOTE 4,SWEET 1 AND EDGE DISTANCE PER SUBSTRATE. 2X WOOD MING.SERIF SEETABLE I,SHEETS OR TE 4.SHE SEE EDGE NOTE O,sHEET1 DETAIL 3 DETAIL 2 DETAIL 3 INTO WOOD INTERLOCK INTO MASONRY NON-MUCTURAL rIODU;T N»M' �e ANCHOR oaiNYi"4 EM1/4° SaWb1 Cock MEW [- NO •• ••: • • •• • • ••• &O at 1 Ort+ .—[- \..,pace No,� 1)DET APPLY TCD,91 ;TR:CK \\ // Reread By.• Pam ReKet•c OPTIONAL 2)S�EEGZ�isS2-4FIR .:_•• •IP CING.• �`�\`ON�LYNAI• � J.R. 03/18/15 N/A THIS SHEET ®�AP-H-OOK 3)9EEiAiILE32s4FaR REIQ�ORCEA$FIT • • •• �`� � \-\GE E''.''p w Hecdedel•' air RMckn: REINF. REQUIREMENTS. Q';• '-3( PLATE(12'LONG.® 4)CONTINUOUS ANCHOR PLATE,ITEM a a is REQUIRED -k: No,5sm J.R. 11/05/13 N/A THIS SHEE PANEL MIDSPAN AT ALL FRAME ANCHOR LOCATIONS. - ® 0nn•IBy ®P-HOOK I)PANEL WI DTH DOES NOT 94MUEE INTERLOCK OR /y a� HORIZONTAL INSTALLATION DETAILS J ROSOWSKI REI4F. EXTERIOR REINFdQCEMENTS�ARL•APPfiDX1MATELY� O W PLATE SMS, POCKET �• 610%1-1/4° P-HOOK JnI—ILF'V•�'yL� E EX}AU9k)N.R�ER T0 TE�7•� STATE OF ,•'„�� f0707ECitlaOLOGYDRNE Tft (5) P.O.V REP6fiTS CR nIMEA9�Or� J +<` ••••.FC ORIOP•. �.�;' ALv�rc�Rsea76 VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 1 ��// •• • •• ••• : •y%FSS�� E� N FL SW4IR- sa4 oast ae� SA.r DmMgNa. I.1TOw000 la'IAREAP.EA 507CERT•OFAUTN.MMEh`�.E• 5570/2770 NTS 5 OF 13 MD-SGD570-01 C 8805 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 QB ETAIL 4 O MASONRY DETAIL 4 DETAIL 4 DETAIL 4 UCKSTRS+ INTO WOOD INTO MASONRY TYP.ANCHOR TYPE,EMBEDMENT AND INTO ALUMWUM TYP.ANCHOR TYPE.EMBEDMENT AND EDGE DISTANCE PERSUBSTRATE, MIN.2.7 KSI CONCRETE EDGE DISTANCE PER SUBSTRATE, TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE.EMBEDMENTAND SEE TABLE 1,SHEET 8 HEAD PER ANCHOR SEE TABLE t.SHEET 8 EDGE DISTANCE PER SUBSTRATE, EDGE 118`MIN.8083 Ts REQUIREMENT,SEE 2 EDGE DISTANCE PER SUBSTRATE. SEE TABLE 1,SHEETS DISTANCE ALUMINUM SUBSTRATE TABLE 1.SHEETS ROW EDGE SEE TA 1,SHEETS 2.3& DISTANCE EDGE 1 SPAC840 01STANCE EDGE ROW ROW ' - DISTANCE SPACING I SPACING EMBED• MENL ° p 8 4 EMBED. 1 'ul U T114' f l �'1/4• �MAX METAL SUBSTRATES TO BE PROPERLY DESIGNED g MAX 18 8 MAX. 8 TO TRANSFER LOAD IMPOSED ON THEM (I 1 f00 TYP.ANCHOR TYPE,EMBEDMENT AND 1XOR 2X (� 40 08X 31C SMS EDGE DISTANCE PERSUBSTRATE, WOOD REINFORCEMENT SCREW, TABLE 1.ANCHOR TYPES: SEE TABLE 1,SHEET 8 18 GA STEEL STUD OR A38 BUCKSfRIP7 T PER STILE,LOCATED AT —.I EDGE STRUCTURAL STEEL 10 SEE 3 12- M�ENDS(FAE AM CTORY Tm subd ata fie' Embeamant dean I DISTANCE SUBSTRATE NOTE 4, 1NSTALLEO� SHEET 1 FOR 912 Sheel Mate)Samw(GS) 1-318° 374• LOCKSTILES, P.T.Southern Pine 114 Elco UI,reOnn 1-VT 1.314` ,30 Q ASTRAGALS. Q (B0=.55) EXTERIOR FIXED STILES V4•Era Cre •Rax taS84 1-V2° 1.314• AND A HORIZONTALAlm*m,6063-TS min. !12 Sheet Malel Screw(38) 8.12V V2" 8 RAILS Steel Sk 4 GL 33 min. 012 Shell Motel Screw(GS) 18011(0.0451') 1& ASS Steal #128i WM dO1 Bare„(OM lase(0-00P) Ire' DETAIL 4 SILL H RE VARIES 8 P.7.Bootham Pkre lea=.65) 012 Wood Screw(G8) 1.918° 314" INTO STEEL OSn REQUIRED POSRIVE DESIGN Goodale(min.184 td) V4'El=112rflCen 1.'YB' 13118' METAL SUBSTRATE DETAILS SHOWN FOR FAO PRESSURE.SEE TABLE Conwote(min.3.35 kap 114°Eco Crete-Flex SS4 1-3r4° 13118` (SIMILAR DETAILS APPLY TO FRAME JAM®AND BILL, A,SHEETS 839. EXCEPT POCKET JAMS) FRAME y PANEL SEE NOTES 19 O lln0rauted CMU,Jambs Only 'U4•EEO 1-V4° P HEIGHT, 3&S SEE HEIGHT BELOW � 18 NABTM stay V4°E (t co ole-Flex 834 1-V4• 1.374" TABLES HEI! 2.3&4 zd FRAME 17 Concrete(Mtn.2.84 kat) V4•Elao UlraCoe 1.3/8° 2-112" HEIGHT- &112' 44W Concrete{min.3.38 Its[) V4'Elco Crete-Flex BB4 1.914• 2.117' RISER 4-111W 3.1R' D Ung o tod CMU,Jmnbs Only 14`ETeo UltreCon LY4° 2.17T RISER RISER (ASTM C-W V4•Elco Crate-Rax 884 1-114` 2-112' r 3 NOTES 1)MTNLS APPLY TO$3 AND 4 TRACK CONFIGURATIONS. t 9 1 2)SEE SHEETS 2-4 FOR ANCHOR LOCATION 8 SPACING. 3)SEE TABLES 2-4 FOR REINFORCEMENT REQUIREMENTS. 121 13 40 91 4)CONTINUOUS ANCHOR PLATE,ITEM 08,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. 1m 02 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. K)DUCT kt VIDEO 2 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO a complying Mk\dw FTmt4 15 8 14 0 U IU 8 T TEST REPORTS FOR EXACT DIMENSIONS. +�um 2 a � l3 1�1A •• .. GROUTAS • �N (LYNN 4414 R. Iw mer o�.. tF /18/15 N! HIS SHE k 111• .. ,.• NEEDED. • • ESEE .114• ��•.•�,AC,ENSF''. 'p i ReWedBls Datee ReHtk+x MAX. EMBEDMENT, R ' MIN 27K8t S. • • k4Y• �?• N0.56705 * J.R. 11/05/13 /A THIS SHEE d y atewnB,•: CONCRETE @ 2X WOOb BUCKSTRIP EDGE EDGE SILL PER ANCHOR oRFRAMJjHG.sF�. •DISTANC€ . = `Q' /f ; = ® VERTICAL INSTALLATION DETAILS J ROSOWSKI DISTANCE REQUIREMENT, NOTED.SHEETI• TYP.M CWRTYPE"SEDMENi TYP.ANCHOR TYPE,EMBEDMENT SEE TABLE 1, • • AFS BFX)BtDSTA.CE PER ••• '' STATE OF 1070TEC15YDLOGYNMNE iBx AND EDGE DISTANCE PER SHEETS . t>l1115TTd11E,glE TABLE•1,SNEE1e8 T•'••,FLORIOP•'��`: N7.I1cl�m Ft 300 VINYL SGD INSTALLATION GUIDELINES 11/18/10 SUBSTRATE.SEE TABLE I,SHEETS DETAIL 5 D AIt 5 •• ... ••• •'%:Cs, ••.......•��, P.o.BOX r� INTO MASONRY INTO 11 s `' \ NOKQt�FL 54274 8wIe00Jmet teova: eaeat paetgtan Ras' d'1XNN MI CA,P.E CERT,DFAU H,1140868 5570/2770 NTS 6 OF 13 MD'GD570-01 C P.ES FiBT08 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1)INSTALL 2)INSTALL HEADER BLOCK TO HEAD JAMB TO HEAD (8)ANCHOR CUP INTO CLIP INTO ATTACHMENT HEADER �ITYPE AS USED PANEL ° FRAME INSTALL ONE BLOCK AT BLOCK ® ASSEMBLY �Jo IN INSTALLATION, STILE ° JAMB& EACH INTERLOCK. TABLE 1,SHEET 7 SUBSTRATE, AT ASTRAGAL,INSTALL (3)#10X ° ° SEE ONE BLOCK THAT TABLE 1 SPANS BOTH PANELS. 1.5 MS �� i (3)#8 X 1- q o • I MS na ° J I d o FIXED PANEL CLIP FIXED® INSTALL ONE CUP AT THE MIDSPAN PANEL OF EACH FD((ED PANEL-TO-FRAME (2)1/4'x 20 x 2-114" CLIP JAMB LOCATION. THREAD-CUTTING _ t SCREW SM SEE P REINP PLA®® ®#10 X 2'SMS(4) TABLE 2, #8 X 1-314"SMS SHEET8 t 0 KEEOPER d JAMB TO P SILL ASSEMBLY , o KEEPER TO JAMB LOCKING JAMB ATTACHMENT OXXX REINFORCEMENT PLATE SHOWN �n FOR DOORS OVER W.10 ANCHORS® 10 KEEPER 3",8",9"•12",&48.5'FROM EACH END 11 DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. c-L p Ill 2)SEE SHEETS 24 FORANCHOR LOCATION It SPACING. 3)SEE TABLES 24 FOR REINFORCEMENT REQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE,ITEM/S,IS REWIRED AT INTERLOCK ALL FRAME ANCHOR LOCATIONS. l (4)#10X ®COVER J i�J- INTERIOR ® 2"SMS to s I aflW DUCT kY.Y1bED INTERLOCK EXTERIOR Cfg aJtM 16e Flaridr INTER.© •• ••• • • •• 4wws mNo 6 02 • • • • • • • tt III R"bww.. Deb: RbWC BosuP� et PLATE z 1n'•• • ••• • • ••• \ R�� GYCNN I •F'4� � J.R. 03/18/15 N/A THIS SHEETPSMS ONS6 Dsw ReWoRr Obit Dole M (2GH x 1"SMs J.R. 11/05/13 N/A THIS SHE THROUGH SUPPORT, ;' No.58705 J mmx+sy. ET INTO PANEL L#10X1-1n^sMs • ••PANEL, • • • ' cr= ® ACCESSORIES INSTALLATION DETAILS J ROSOWSKI INTERLOCK SILL RETAINER ' ' • • °'• rE.( u/= o $SSEM$LY5 • • • ••• kr; wmTr=cr+nrotoorawl� "� • ST :\�,` atm FL3CM VINYL SGD INSTALLATION GUIDELINES 11/18/10 CLIP ATTACHMENT A*ANF•I•- CANER%uyilEl••(JE�, • FLORtOP•' INSTALL ONE ASSEMBLY AT EACH INTERLOCK •@NO ASSEMBLY F&STENEP1n • •%,�Sg (G� a 50274 sedeeMRodet BaJar •No. �+ 'n� r�R>d•E car oF,t,/,,,, 5570/2770 NTS 7 OF 13 MD-SGD570-01 C ... . . . . ... . . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • : TOTAL 9 OF ANCHORS CLUSTERED TABLE 2 THROUGH THE HEAD&SILL AT EACH PANEL ,`��.•'�C�WSS -. i Anchor Quantities and Design Pressures using Heavy-Duty Reinforcement MEETING POINT.(EX FOR C3+1,3 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 3/18'li3WA8S+.oeo' (See Part#'sbelow table) ANCHOR REQUIRED ATMIDSPANOFPANEL} S4p,56705 8G NIIt3iAYBH+3H6 FRAME HEIGHT(IN) ANCHORAGE TYPE PER SUBSTRATE = W HS GLASS+W SS'AR BPACE+3/16'TN1r.Cl1P 8-PANEL MAXIMUMCONFIOURATION 4-PANELMA�+IUMCONFIGURATION REW6tEDTOACHIEVE THE DESIGN �'0,�'•, Sj TE "s:�v PRESSURE,USING THE ANCHOR 80 04 96 IDS 120 QUANTIES LISTED BELOW.SEE ' Op'•• TABLE 11,SHEET 6•FOR COMPLETE r��'•;FCOR1 \- ANCHOR LIMITATIONS. �� sS•.•••.•' `` a m v o a m •o mo a mm v mo a m o •a a m v o NOM. •$ $ $ $ $ $ $ $ $ $ 1� $ $ $ $ $ 8. $ $ $ $ TABLE KEY: A�LYP.E98II.8�05 PANEL PL M SSE S �IP.E. R C)SIDE T 3 S &66 C3+1 00 � Head&SIA C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 05+1 C3+1 C3+1 C3+1 C3+1 CS+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 Il- � $- 0 0 Jamb 5 5 6 5 5 6 6 5 6 b 6 5 6 6 8 8 6 6 5 6 24 P•book 6 N Design +no d O 24 P ok 7 7 7 7 1 7 7 7 6 8 8 8 9 9 9 8 10 10 10 10 PA)"U a .80.0 0) Design +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +1000 +100.0 +100.0 +1000 +00,0 +60.0 +80.0 +BD.O +800 +80,0 +60.0 +80.0 W PrOSSUIS 400.0 -100.0 400.0 -100.0 400.0 -100.0 •100.0 -100.0 -100.0 -100.0 100.9 •100.0 -86.0 415.0 640 416.0 86.0 •86.0 65.0 65.0 NOM. Z allas" FRAn¢mDTH Head&SN C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 CS+1 C3+1 Ti 03+1 C3+1 C3F9 C3+9 C3+1 C8+1 C3+1 C3+1 C3+1 � Q OF PANELS N W Jamb 5 5 0 6 5 5 6 5 5 5 7 5 8 6 8 6 6 6 8 8 W co 30 P4>mk 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 •HE MAXIMUM NEGATIVE DESIGN J fV = O Design +100.0 +100.0 +1000 +100.0 +100.0 +100.0 +100.0 +100,0 +1000 +100.01+100.0 +10D.0 +60.0 +80.0 +80.0 +60.0 +80.0 +00.0 +WO +60.0 PRESSURE AT THESE ANCHOR _ W Pressure 400.0 -100.0 -100.0 -1000 400.0 •100.0 400.0 400.0 -100.0 400.0 -100.0 -1000 85.0 65.0 68.0 85.0 -85.0 80.0 68.0 -86.0 QUANTITIES. )--• W J ZO �co Head&SAD C5+2 C3+1 C6+1 C3+1 C8F2 C3+1 C6+1 C3+1 C72 C6+1 C5+1 C3+1 C8+1 C3+1 C3+1 C3+1 C5+1 C3+1 C6+1 C3+1 THE MAXIMUM POSITIVE DP AT THESE Jamb 6 8 8 6 6 5 6 5 b 0 7 8 8 6 8 8 8 8 8 8 ANCHOR QUANTITIES'ADDITIONALLY, W J F THE MAXIMUM DP FOR THE SILL HEIGHT g UJ 38 P4roINr 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 MUST ALSO BE CONSIDERED,SEE Design +100.0 +100.0 +100.0 +100.0 +1000 +100.0 +100.0 +100.0 +100.0 +1000 +100.0 +100.0 +80.0 +80.0 +00.0 +60.0 +80.0 +60.0 +600 +80.0 iABLEp,THI33HEET. LO CO) _ Z Pmssuwe -100.0 -100.0 -100.0 -1000 400.0 -100.0 -100.0 -100.0 400.0 400.0 -100.0 40110 66.0 840 65.0 85.0 650 65.0 65.0 436.0 U TOTAL B OF ANCHORS THROUGH THE � � � Head&SID C5+2 C3+2 C6+2 C3+1 06+2 C5+2 C5+2 C3+1 C6+2 C5+2 C5+2 C3+1 Coss5+1 C3+1 C6+1 C3+1 C5+1 C5+1 C5+1 C3+1 OUGHT P 11' Z Jamb 6 5 7 6 5 8 7 6 b 6 B 6 8 6 8 6 8 8 7 8 TOTAL S OF ANCHORS THROUGH THE gg M y 01 a � 42 P41ook 7 7 7 7 8 7 7 7 9 8 8 6 9 9 9 9 10 10 10 10JAM& 8 0 d Z 0 N Design +100.0 +1000 +100.0 +1000 +100.0 +100.0 +100.0 +100.0 +100.0 +100.0 +100,0 +100.0 +SD.O +80.0 +60.0 +60.0 +80.0 +60.0 +60.0 +80.0 FIG 1: 9 ti Ptessum -100.0 -100.0 -100.0 400.0 400.0 -100,0 -100.0 400.0 400.0 -100.0 -100.0 400.0 86.0 65.0 65.0 850 65.0 -85.0 65.0 4�.0 OHLENOTij �a � � w � � Head&SDI C5+2 C5+2 C6+2 C3+2 C8+2 C6+2 C5+2 C3+2 C5+2 C6+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C6+2 C5+1 C6+2 C3+1 ASSEMBLIES WHERE W Jamb 5 6 7 6 5 6 8 6 5 5 9 5 8 6 7 6 6 6 8 6 THE OVERHANG(OH)RAATIIO®EQUAL 48 P-tlopk 8 7 7 7 9 7 8 B 9 B 9 9 0 9 9 9 10 10 10 10 TO OR MORE THAN 118 EXEMPTED Design +100.0 +1000 +100-01+100,01+100.0 +100.0 +1000 +100.0 +92.0 +100.0 +100.0 +100.0 +SD.O +60.0 +80.0 +60,0 +S0.0 +80.0 +50.0 +600 W FROM WATER INFILTRATION N RESISTANCE.THE OVERHANG RATIO PreSSWO 400.0 4000 -100.0 -100,0 -100.0 400.0 400.0 400.0 -92.0 1400.0 -100.0 -100.0 85.0 65.0 86.0 -840 86.0 66.0 65.0 415.0 x SHALL BE CALCULATED BY THE y x0 FOLLOWING EQUATION: (� Heads SID C6+2 C3+2 C5+2 C3+2 C5+2 C3+2 C6+2 C3+2 06+2 C5+2 C6+2 C3+2 4' I Jamb 6 5 8 5 b 5 7 5 6 5 8 6 TABLE A: OH RATIO=OH LENGTHIOH HEIGHT 46OP-hOOk 7 7 7 7 7 7 7 7 9 8 B 8 Water•Llmlted(+)Design Pressure y I)THE LESSER VALUE OF TABLE 80.0 +80.0 +80.0 +80.0 +800 +80.0 +SO.O + +WA +40 +80. +00iR • •• NomInal SDI Actual SDI Marc.(+)DP A AND TABLE 2 DETERMINES THE 430.0 .8.0 60.0 410.0 60.0 60.0 60.0 .0 60.0 43 0 -8011 0.9 • • Height Height Allowed WATER LIMITED(+)DP. C5+2 C3t2 C5+3 C3+2 C8+2 C3+2 C6+3 C54 Cft C5f•J t.3+t • • 1-11!15' 1.68x' See 2)at Iigld 2)THE 1-1 sn8'Sul MAY ONLY BE 5 6 6 5 6 6 7 •6• i• • 0 • 6• • ••• 344 3.404' +60.0 pot USED WHERE WATER INFILTRATION RESISTANCE 6 7 7 7 7 7 7 7 7 8 8 8 8 4.1116' 4.03T +80.0 psi NOT REQUIRED OR OVERHANG IS Design +70.0 +BD.O +80.0 +60.0 +70.0 180.0 +80.0 +00 0 +70.0 189.0 +80.0 +80.0 PER F101.ff SO,{+)DP1i SHOWN IQdeUCTs-bb OD Pressure -70.0 60.0 80.0 43MO 70.0 60.0 60.0 •80.0 -70.0 •80.0 60.0 60.0 " 4514° +1011.0 pat IN TABLE 2 MAY BE USFJJ. II Cat �'FisAi+ •NOTES• • 1 D.; -Oyb RelnfomementsRequired,(see Pena oneheai40)• • • • (mass •yeETAILSAPPLYT02.3AND4TRACK CONFIGURATIONS. Intedook Lock/FTXed StOe Astragal Astragal Addon Top/Belt n Rall •Plate #I& 4, • • a •2)REEVABIE 2 FOR FOR ANCHOR LOCATION I EMENTSSPACING. .a 3)eEElFAB�2 FOR REINFORCEMENT REQUIREMENTS. 4 s Meet Ce Pmt4 29 Pang 28 PwW 26 PmW 30 PaItA 25 rMWlmd ft Heights W •A j 4)EONTIIRIWB ANCHOR PLATE,ITEM M IS REOURED AT ALL FRAME ANCHOR LOCATIONS. 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-On S)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3: TABLE A: oa(�y....14 N.Mj4Z4`-i Anchor Quantities and Design Pressures using Standard or Composite Water4.1mlted(+)Design Pressure NOTES ` At.. ROiMoroemerlt(Sea Pert#s below table) 1)DETAILS APPLY TO Z 3 AND 4 TRACK CONFIGURATIONS. O5 3nv 11s0wse+,rev Nominal S81 Actual S01 Max.(+)DP 2)SEE SHEETS 2.4 FOR ANCHOR LOCATION&SPACING. K0,55105 �+rrsnur�+ana• FRAME HEIGHT(MHelghi FaIgM AAoaed 3)SEE TABLE 3 FOR REINFORCEMENT REQUIREMENTS. AN mA09+7AB'AR ' avAc6.s7s•TW.riSP &PANEL k1A)aM0/A1 tXNNFNitJPA7KNN 4)CONTINUOUS ANCHOR PLATE,ITEM 08,IS REQUIRED AT ALL FRAME Lll_ 1-11/1 beltnv ANCHOR LOCATIONS. '.til• S W BO 84 08 3-1/2" 3.484" +SQOpef 6)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. �•U'•, �pT ;N'` 8)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. SOp,.: �� I a m O m o m a m v m a o re G m 4-111 pat i 01,��••.,FLOR *r1` PANEL FRAME i .. k A A awe° a.sta^ +1oD.o�r ''�,SStQN1��•` 8 y y 1)THE LESSER VALUE OF TABLE A AND TABLE 3 A.LY. 156705 P.E. 38 38 DETERMINES THE WATER LIMITED(+)DP. P' 2)THE 14 IMS'Sal MAY ONLY BE USED WHERE O Head&S01 1 +1 p+1 p+1 p+I C3+1 C3+t p+1 .1 1 p+i Y U WATER INFILTRATION RESISTANCE LR NOT Jamb 8 8 0 8 B 5 5 5 5 6 8 6 REQUIRED OR OVERHANG IS PER FIG 1.IF SO. 24 P-hoolr 7 7 7 7 7 7 7 7 8 8 8 B +BP'S SHOWN IN TABLE 3 MAY BE USED. Design +80.0 -Sao 480.0 +80.0 +80.0 +60.0 +80.0 -60.0 +60.0 +80.0 +80.0 -80.0 O Preoame 40.0 •BGA 0 4DA 480 40,0 40.0 40.0 80.0 60.0 480.0 -.e Head&80 p+1 03+1 CS+1 p+1 C3+1 03+1 p+1 C3+1 C3+1 C$+1 p+1 p+f 0 Jamb b B b 6 5 5 0 8 8 8 B b FIG 1. O lL P-1100 7 7 7 7 7 7 7 7 8 a 8 8 1� Z rt Dauts 4axe +88 +80.0 88.0 +80.0 +50.0 +80.0 +80.0 +80.0 -60.0 +Ko +80.0 OH LENGTH N d' W Pressure 80.0 60.0 60.0 4110 40.0 411.0 80.0 40.0 40.0 •60.0 -80.0 80.0 Cl) Heed&801 C3+1 0341 C3+1 p+1 C3+1 C3+1 C3+1 CS+1 p+t C3+1 p+1 DOORASSEMBLIES(S INSTALLED WHERE J W M THE OVERHANG(OHI)RATIO IS EQUAL Jamb 0 5 6 5 0 8 5 b 6 5 5 6 TO OR MORE THAN 1 IS EXEMPTED m 0! O LL 38 P-hook_ 7 7 7 7 7 7 7 7 8 B 8 a FROMWATERINFILTRATION Design +80.0 +8Q0 +80.0 -8Q0 iH80 +80.0 +80.8 +50.0 +80.0 +60.0 +60.0 +WA RESISTANCE.THE OVERHANG RATIO F r' J Z �01 Sc SHALL BE CALCULATED BYTHE Pretsom 40.0 80.0 60.0 40.0 60.0 40A 80.0 80.0 60.0 40.0 80.0 680 FOLLOWING EQUATION: J O F1Bed&881 pit C3+1 p41 C341 C3+1 p+1 C3+1 C3+1 p+t p-1 C3+1 C3+1 Jamb b 5 8 8 5 5 0 8 8 5 5 6 OH RATIO-ON LENOTHIOH HEIGHT LLi 42 P-hook 7 7 7 7 7 7 7 7 8 8 a 8 ~ Of � Z Design +60.0 -ac.0 -80.0 -80.0 +00.0 +80.0 40.0 +80.0 +Bae +80A +6Q0 +�,0 LCI M r-+2 4Q0 40.0 40.0 40,0 40.0 80.0 80.0 80A 60.0 -Me 4ao (n p+1 C3+1 pit p-2 C3+1 p+i C3+1 C6+2'03+1 pit p+1 ` p ? O 8 8 6 6 5 5 5 0 � d4B 7 T 7 7 7 7 7 6 8 0 B+80.0 +80.0 +50.0 +80.0 +we -80.0 +80.0 +811.0 +80.0 460.0 +B0.0 Z to•80,0 40.0 40A 40.0 40.0 40.0 -80.0 80.0 -Me 40.0 4Q0 O laaforcemana Requires,(see Paris on sheat l0) Glad Type, o Z Ntedxk LooMwed SIBe Astragal Aslregal Addon T plBod.Rao (Ses attest 11 gmtlmd PerW 28 Pmt#28 Ped#28 Pan#30 POW28 B ThemlaFOplian PmU28 Par�27 POW27 P•I#30 Pad#Z/ B.C. TABLE KEY: ° ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE 1, 4 Y$ SHEETS FORCOMPLETEANCHORLIMTTATIONS. p p1pb1, • ••• • • • • •• S 1 PA1•�L OF A• j j TSL:OF:NCHORS CLUSTERED THROUGH THE HEAD&SILL AT EACH Wm�l SIDE • • • PA`%yEETINP POINT.(EX:FOR p+1,3 ANCHORS REQUIRED AT PANEL •N0;#TINS POINT&ND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). • Jantb C35 • TOTAL#OF ANCHORS THROUGH THE JAMB. 24 P-hook g -•-- TOTAL#OF ANCHORS THROUGH THE P-HOOK pa complying fth flmW Design 1100.6 15aYa&Cnh oFaM ra .1080 • Tt1yMAXIMUM�ITIVEDPATTHESE ANCHOR QUANTTRES.ADDITIONALLY, ksepa.+eN0-IC:0116 •0L • THIg MAXIMW D%FOR THE SILL HEIGHT MUST ALSO BE CONSIDERED,SEE LapiAtls D� NOA�•• • • • • TAW-Is Jo THUG SHPT. PAtl-4RpML•µgDTA •• • • • • • •witIve • • •THE MAX61M 1`GA41,IE DESIGN PRESSURE AT THESE ANCHOR QUANTITIES. �LIaa1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f s 1.670• k•-- 1.430' 1.685' -�{ 1.885• i iLJ CI I O .100'g ,urn ,lam ,.e+r O o ,,Bea' REINFORCEMENT I t 448. -.{ .,25 p COVER2933 L 300 2.788' 800' 2.765 9 I � aan ®a A RIGID PVC r•tt5 2.388' ORIGIDPVC2 TRACK EAD/JAMB 2 TRACK RIGIDPVC �-v u u 1 1 -4---A25 y {� .+ .1t8 2907--H TTOP,BOTTOM TOP, INTERLOCK 300 20• -"I F�. z' .,25 -lar -I -e.z6o' --'I ®PLATE�CEMENT ®AND STILE ® AND STILE OM I®REINFORCEMENT REINFORCEMENT 8005-T5ALUM. REINFORCEMENT REINFORCEMENT 8005 T5 ALUM. 800575 ALUM. 6005-T5 ALUM. COMPOSITE 2.511"O3TRACK HEAD/JAMB J a RIGID PVC ®3 TRACK SILL mr RIGID PVC 30' 10.636' C�t �fO Lf� 7 i 3.483' .100' '�' 4.27ff D D ❑.,85 �' cl��t�t� .,ate ,6�' ,2a• 2.715 4.635' 2.141• l RIGIDTRACK CKHEADMAMB ©44TRACKC LL 2�1• O �t97a j p tow ®REINFORCEMENT ADD-ONASTRAGAL 31 PLATEORCEMENT ®ADAPTER K GID PVC ADD-ON ® AND BOTTOM RAPANEL STILE, L -F-- ow .+26' 6005-T5 ALUM. 808317.8 ALUM. RIGID PVC' RIGID PVC TOCOVER�E ©ANCHOR PLATE TRACK INSERT 10 TB ALUM. �BOTTOM SUPPORTRAIL �•� �sl �1 •� + t t 1.583• oar RIGID PVC 6083T6 ALUM. +9a5 0 �l Ti ,927 �Aer �' LII -��- .osr I L �{+.a3s +.487 :N 1 3w J . -+{ 1.435' � � 1.813' � +.487 I /� BSB• 1.870 060 ®TOP RAVBOX EN L%BOTTOM RAIL BOX 1 GREEN ®SDE RAIL EN ASTRAGAL N ®OXO ADAPTER BOX SCREEN ��4 T _�- .ow685 J A6S' �- 8063-78 ALUM. 606378 ALUM. 8083-T8 ALUM. ADAPTER 8083-T8 ALUM. 12 OUTER COVER SILL 13 SILL TRACK 74 BOX SC SCREEN SILL 15 OUTER SCREEN ©AND JAMB N HEA 6063T6 ALUM. ow t.0ar +oar RIGID PVC RIGID PVC 8083-T8 ALUM. 6063-T8 ALUM. RIGID PVC 12oz• �6• 075 975 L. I+2.060• .055 .080'--�U�-'• .D84•J I 2975 1.065 1,Bs3 IIf1II I STD.SCREEN STD.SCREEN ®STD.SCREEN FIXED PANEL CLIP U 28eT 3.464' a94r [fi 6.176• 110 TOP/BOT.RAIL 77,SIDE RAIL ' ASTRAGAL ®80B3T6 ALUM. emsttn t 8083-T6 ALUM. 8063-T6 ALUM. ADAPTER p• J ••• • • • •• t 1 n u t t 8083-7B ALUM. 2Me .060` ` �7` /1 7 �' Om,s Rwwn t -6 0 •D2. •�' 060' • • • •ts i i' • SILL RISER SILL RISER SILL RISER P-HOOKADAPdTQR•••p4qOOj( �• ��Oc�� J,R. 03/18115 NIA THIS SHEET oy, 6063-T8 ALUM. 18 808378 ALUM. 19 8083-78 ALUM. ®6083-T6%LUM.• •� � • aI A, ;•JcENSB " •• 000 ••ALUM. • •• �;' Reeaeaa7: Dow RNI *: N0.56705 - � � J.R. 11/05/13 N/A THIS SHEE a= ,,B. ,.28,• ,.2a,• +.261'• ••• • -.��'•.A' 6 f, �s �� PAR DETAILS J ROSOWSKI 210• .262• .173•�! • . . . : s7A1EOF 'l'. ••• • •.125•' NK vak. •• • ••• •'Q.0 'C AL VEA7CE FL X= ' ,V 7•'COR. 1-1118'BEVELED BEAD @1-1116'OGEE BEAD 1-3/1B•OCiL•E•BEAD•• P-HGIOK REINFORCEMENT i •Y'��`SSIONN\; XOKOiBoxf 1i 4 1/I SGD INSTALLATION GUIDELINES 11/18/10 ®RIGID PVC ®RIGID PVC ®RIGID PVC PATE A.LYNN MILLER.PE 8063-T6 ALUM. RE,658� cear oFau7a aeaw 5b7012770 NTS 10 OF 13 MD-SGD570-01 C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Pert# POT.# Descdptton Part# POT.# Description Pert# PGT.# Description ��` t N MI 1 819001 2-Track Head/Jemb 50 419042 Frame Header Block Box Screen a .\\OgN E 2 619002 2-Track Sill 51 48052 Roller Adj.Hole Plug 90 612268 Screen Top Rall = �: 58105 3 819025 3-Track Head/Jamb 52 41735 SOD Panel Com"ong 91 612257 Screen Bottom Rail _ Na IY 4 818028 3 Track S81 53 41738 SGD Panel Come slang Comer 92 812269 Screen Side Rail-LockaiSe - 6 of :w_ 5 619027 4-Track Head/Jamb 55 71898 Dust Plug 93 84344 Screen Astragal '-0 '• ypie 8 819028 4-Track Sis 58 44385 4 Hoe Bumper 94 817349 OXO Screen Astragal Adapter :;Ate'•. �LOa�OP.•�C7; pe .c <G 7 819009 Frame Screw Cover 58 819037M Fbmd Panel Up 95 04428 Screen Double Interlock 8 619031 Anchor Plate r62 718986 S91 Plug Be 617347A Screen Bug Flap A.L4NN#58705•�P.E. P.EA 68705 9 610007 Track Insert 70X38PPTX 98 x 378"Ph,Pn,TEK Screw 97 41818K Screen Keeper Spacer Set 10 819020M Aluminum Keeper 78X34PPSDAX #8 x 314"FI.Ph.TEK- S.S. 98 720X1X V420 x 1"S.S.11 819038 Bottom Rao Support 781PSTX #8 x 1°Quad-S.S.. 90 720X117X 1/4.20 x 1.112°S.S.12 819008 Outer S81 Cover 781PQX #8 x 1'Pn Quad-S.S. 100 717936Wstp,.270°x.160"-Fin Seal13 619011 SBI Trach Cow 7SX114PHPT410X #8 x 1-1/4°Ph.Pn.TEK 101 7SRAZ Standard Roller N (g 14 819039 Box Screen SOI Add-on 88 710XlPPSDAXK 910 x 1"Ph.Pn.TEK-S.S. 102 7SRAX Standen!Roller-S.S. 15 619012 Outer Screen Track(Standard Screen) 67 710X116PPX #10 x 1-117'Ph.Pn Keeper Screens 103 7LOCKWGS Screen Lockset � s W � 18 819039 Box Screen Head and Jamb Add-on 68 710X2PPX #10 x 2"Ph.FI S.S.Screw 104 41818K Screen Lock Keeper Spacers J 17 619022A Sill Riser-(DP60) 69 710X212PPDAX #10 x 2-1/2"Pn Ph.Tek S.S. 105 7SDKEEP Screen Look Keeper W WW CO 18 619023A SDI Riser-(DP80) 70 712X112PP #12 x 1-1/7'Ph.Pn.A Standard Screen = ILL 10 S19024A Sill Riser-(DP100) 71 GE 7700 SOlcons 110 812033 Screen Frame-To oitom Rall p to 0 0 20 619032 P-Hook Adeptar 72 Dov Coming 005 S10cone 111 612028A Screen Frame-Side Rall(Latch) W H ZO g� 21 819020 P-Hook 73 71726K Neoprene Setting Block 1"x4"x1118" 112 612033 Screen Frame-Side Rail p a 0 $ 24 619014 ReWarcement Coder 74 Metal Spacer-9132" 113 617363 OXO Screen Astragal Adepter �C 26 619030 Ralnforcement Plate 75 Urethane IG Sealer 114 6053K Vinyl Ast d Z I l!- 28 28 619017M Top,Bottom and We Relnl:(Alum) 78 SBlcone-Foam Super Spacer-7/1 S° 115 617368 Screen S61 Adapter � 27 19046 Top,Bottom and S6Ie Reirlf.(Comp.) 77 Hot-melt Butyl 116 SFP95K Bug Flap W fn 28 819018M Interlock.300 Reinforcement 78 619010 1-1/16'Beveled Bead 117 7R42DK Rivet Z O 29 619013M Interlock.400 Reinforcement 79 619016 1-1118"Ogee Beed 118 74XIPA 94 x 1'Ph.Pn.SMS 1i O 19 N 30 619019M Astragal Relafemment 80 619018 1-/10"Ogee Bead 119 78X112PSATS #8 x 1-112°Ph.Pn.SMS A Z d S O y o 31 819036 Reinforcement Plate 81 Cardinal XL Edge Spacer 120 41703N Screw Boss Bushing 1 j 36 619006 Interlock Adaptor 82 62139 Ogee Vinyl Mun in 121 712027 Comer K Wheel Assy.(Standard) J Z rA 36 819008 Astragal Add-on 83 63809 Insulated Glass Muntln-Horizontal 122 71ZD278S Comer Key Wheel Assy. S.S.w/bearin) ' ' m 15; 37 819004 Panel Stile,Top/Bottom Reil 84 4CONN I.G.Interseetlon 123 41805K Semen Handle 40 718809 .187 x.280 Finseal(Stile) 86 7650K I.G.Gridlock Clip-7/18' 124 41808 Screen Handle Slkle 41 71695K 1-1/2"x V x 3/4"Fin Seal Dust Plug Be 7560K I.G.Gridlock Clip-5/1 S' 1 125 704/68 Screen Latch Assy. ® g 42 419041 Interlock Clip Coder 128 7SNKPN Screen Keeper +� 43 78163X Tandem S.S.RofierAssy. 127 81693K Serrated Screen Spline-.146" 44 78163N Tandem Nylon Ruler Assy. 128 1 61892K Screen Spline-.165" 45 619043 P-book Reinforcement Plate •• ••• • • • • • •• 129 I 61694K Sween Spline-.150° �Y 48 71UI26FPSDX #10 x 1-1/4"M PH SMS i ••i i i i s i 130 61818020 Screen Goth 0 • •• • • • • ••• • NOTES • • • • • • • • • 1)SEE SHEET 70 FOR MATERIAL TYPE AND DETAILS. •• ••• •• • • • •• rik09UM k1'V1YPA • ••• ••• • • r�19yftwhYft PIaW • • • .0. • • • • a"MI"COf u • • • • c • :000 •• • • lenpk•eeN�l�-B u 2 E�pinlb•Dew 00 ••• • • • • ••• • • • • • • • • • • • • 009 0 • • ••• • e a TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE L D A M F B 2P2T XX �...w.-c3 3 "" 1P2T A M 8P3T a v X X oXXXXO O E2)T M P R A D F XO oX K r 2P2T A M 8P3T kt�� 3P2T P VA-- A XX "t M A XXXXXX OXO pX0 B F L D D K 3P3T B F F a H A M F B 3P2T NOT AVAILABLE E 8P4T a P M A XXX XXX XXX D F B F 0%%X700(0 B R 4P4T B F L D A 3P3T M DS K A B A M F F P B B A xxxx xx>oc 8P4T M A XXX OXx D K 2P2T c M XXXKKX 0( 3P3T v izi- M DB BD A n.J. m�«wti 6..A U O 4P2T e F %7(O XXX O M X�OC L D 4P2T R P NOT AVAILABLE S F oxxo 8P3T e F L D C M 4P2T M A NOT AVAILABLE XX0700f XXXX B F D B F g F 8P4T a F B F C M A M 4P4T J J M A u U XXXXXXXX Dg DS SD BD C1....M..� � A NOTES )MAXIMUM OF(8)EIGHT PANELS UP TO W FRAME HEIGHT. XXXX XX70C 2)MAXIMUM OF(4)FOUR PANEL OONFIGURATION FOR FRAME D K HE03HM OVER 98'AND UP TO 12('. g F 3)MAXIMUM ALLOWABLE FRAME SQUARE FOOTAGE-292.828 FT' B F FOR DOORS WITH A MAXIMUM FRAME HEIGHT OF 98'(REFER TO OWDUCf NYVWW 4P4T P R TABLES 2 AND 3 FOR MAXIMUM PANEL WIDTHS)_ m oadP\7h4+�ow neebe J J M A U U a4ming code DB DS 2— so gD • •i i i ••• s i ••• aawader Dote aeufdac clo DYa�� ^^�a oxo • • ••i • i•i •c NV LYNN A9/��F NYd XXXO • • •�i ` • • �. J.R. 03/18/15 N/A THIS SHEET F L D P a L 0 e•• •• •INTERIOR• • •• Q ENSF •..�P �,,, By; Dara aurae 5P3T a F '* No.58705 J.R. 11/05/13 N/A THIS SHEE _ o70°CO ScaEFN °"°`° s«�EEN .ESTER OR a �_ ® SA PLE CONFIGS AND PANEL NAMES ROSOWSKI L o L D • • • • • • • F A M B • • • ••• STATE F a 1070TECHNOLOGYDRIM Tara Data 6P3T M • •• • • • FLOR\Op`•`'(9�� Kvam n P.O.BOX 160 VINYL SGD INSTALLATION GUIDELINES 11/18/10 NO ttlD • • • • it�ss/•....••. V`�� MOXOMIB,FL 34274 8'w "'"1'2 hoot pert•No. scaEEN sDaEEN w• • •• • s • '� xx7Dac xxaa JLAlNNH MO-L>�i P.E. tRr.oFAllnLee 5570/2770 NTS 120E 13 MD-SGD570-01 C P.E&88705 • • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • r � SINGLE FIXED F SINGLE SINGLE C DOUBLE ASTRAGAL P INTERLOCK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK R FIXED SINGLE H SINGLE SINGLE M LOCKSTILE DOUBLE INTERLOCK LOCKSTILE INTERLOCK INTERLOCK INTERLOCK T ASTRAGAL FIXED K SINGLE J LOCKSTILE I ASTRAGAL (BOX OUT) OUT LOCKSTILE INTERLOCK LOCKSTILE SD INTERLOCK +C, rq DOUBLE T ASTRAGAL FIXED U ASTRAGAL LOCKSTILE INTERLOCK —"^^^^""'—'+ INTERLOCK (BOX IN) IN LOCKSTILE (BOX OUT) OUT A DOUBLE � LOCKSTILE INTERLOCK S FIXED ASTRAGAL U ASTRAGAL LOCKSTILE (BOX OUT) LOCKSTILE OUT (BOX IN) IN U ASTRAGAL LOCKSTILE S FIXED ASTRAGALA SINGLE LOCKSTILE (BOX IN} LOCKSTILE IN INTERLOCK ps DOUBLE SINGLE INTERLOCK INTERLOCK L SINGLE ASTRAGAL p LOCKSTILE SINGLE (BOX OUT) INTERLOCK OUT INTERLOCK NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 24 FOR ANCHOR LOCATILR ASTRAGAL SINGLE J N&SPACING. ASTRAGAL 3 SEE TOABLES FOR REINFORCEMENT OUT INTERLOCK LOCKSTILE OUT 4)CO OUS (BOX OUT) (BOX OUT) 4) ANCHOR FRA IANC ITEM�. IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. N ASTRAGAL SINGLE J LOCKSTILE ASTRAGAL (BOX IN) IN INTERLOCK (BOX IN) IN rk*)•UCf kXVVADD c SINGLE AS=4Aq*A4 • • • • •• ° •�� INTERLOCK • IN • • • • • • • • I,, e • 2 (BOX IN) • • •• • • • • • �``� �'' J.R. 03/18!15 N/A THIS SHEETe'al�+da•w�ls�zolb • • • • O NSE 7 •• ••• •• I<`TTER1012 •• � `��:�`cE ••.•3c � aerbaesx mt: Rmdlorc py1 aa. SINGLE SINGLE v�: No�ToS J.R. 11/05/13 N/A THIS SHEE B INTERLOCK INTERLOCK °•"'�' • ••• • "9ERIOW �• b IS W' ® PANEL TYPES J ROSOWSKI • • • i •• ••• 1070 TECWMOOYDMW YEW fit« STA• of • •• • • • C9 At't trz90z7s VINYL SGD INSTALLATION GUIDELINES 11/18/10 M LOCKSTILE S94C'�• • • • - • '00�:' ...LOQ' � ; ro.eox+s7e IM?ERLOCK • • • • FSS LPA-, Nwoh. fl x474 ae�4xoese soars VM%WNM RW L Pv�os P.E �rrr�, „oz 5570/2770 NTS 13 OF 13 MD-SGD570-01 C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 • ••• 0 •