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WS-15-1785 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-249161 Permit Number: WS-7-15-1785 Scheduled Inspection Date: January 07,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MCLAUGHEN, LAUREL Work Classification: Window/Door Replacement Job Address:126 NE 97 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060132540 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 17 WINDOWS AND 3 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-239261. Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 06,2016 For Inspections please call: (305)762-4949 Page 10 of 34 RECEIVED Miami Shores Village NOV 0 5 2015 Building Department BY: w 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20/�/ BUILDING11 :t 20. . ',�S/.5-- ZZE PERMIT APPLICA - -- - --- -- Permit Type: BUILDING ROOFING JOB ADDRESS: BZ(o NC 91 5"f City: Miami Shores County: Miami Dade Zip: 3513� Folio/Parcel#: 0I3. Z5gO Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): l-Q0E L R c t_Qa"UHE:Q Phone#: Address: IZ(,o 1a►e q-7 5T. City: Ot AIJ 5"OEE5 State: FL Zip: 3-9136 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLC)F-1 DA +t()nE: 1 AFDC. Phonek 954 19 ZLI415 Address: q®1® .w 3(D aoE City: 44()W4 UD 00D State: Fl_ Zip: 9 3,512 Qualifier Name: u-)k-tMe T- B�oo_WCTF Phone#: q5,-r7gzt4w5 State Certification or Registration#: CCnC®w 13 90 Certificate of Competency#: Contact Phone#: x'5414 V4 q t5 >' N3 Email Address: m m•e+S � �bQ pycyj"45 -cowl DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ -3,48(0 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New URepair/Replace ❑Demolition Description of Work: E0 - Z ®OOGS L01 OPACa 5ize Fob Stze TZEU1,310 W - TO PET-017" Color thru tile: Submittal Fee$ Permit Fee$ ' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ `'1 b 41 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signatu e Owner or Agent Contractor The foregoing instrument was acknowledged before me this 01� The foregoing instrument was acknowledged before me this day of MO') ,20 15,by LXUEAa- talc L"644E" day of "()V 12015 ,by LOANU T• DQ0,4GT who iersonally no o me or who has produced who is p sonally known me or who has produced As identification and who did take aqAh. as identification and who did take an oath. NOTARYP BLIC: ��Q��d21916 NOTARY PLIC: Sign: ov1�1� �°e"`J Sign: Print: e�y 1P��0Print: My Commis4* n Expires: = foo My Commission Exp d r APPROVED BY , i� Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) REVIQION a Speriaity Entgineering Correuitents,Inc. �6t4E&+, Wind Velocbs In South Florida 51589 SW 30 Avenue,Suite 020 .�E �� Boynton Beach,FL 334326 . _ Dade B 156 Patin Beech a a FL.CA0009217 .•, � Rist Cel I 16.4 136 156 loco rA,whumem farms sheds 5 Risk CaL 2 1 75 170 1 170 Sautle F®il Resid- 'gat }<�� Risk CaL 3&4 186 UNI I 190 Essential Facilities 1 Charts Quite wind assures based on the mean roof h ht And shall not exceed w4r. 2 D n eeeures ere for an enclosed shutters or other ire resisfenco n r u0 V(mph) 175 1620 FBC fm HV11Z,or Fig 26.5.1a 3 User shall determine the mean roof he Eave It r Roof Peek ategary II Table End 1.5.1,page 2 4 Ezone distance Is the lessor of IMA of le I of with or 40•/0 of the mean roof h M and not less than T-V C Sediw 26.7 5 If 500!0 of a component Is in a particular zone then that component Is considered to be to zone with the malorlty of the area.It queaffortable then place in Zone 5 Kd 0.85 Table 26.6.1,page 250 6 1Each com ne whdow door mu[Ron has a tribute area that Is area to be used.Area of components to rounded down but shall not be less than 10 st. Kxt I Figure 26.8-1,page 252 7 For NONs that r ube a Kd�1.0 then mui the values herein 1.18. OCpi 0.18 -0.18 0.55 8 Wind pressures are based on Allowable stress deslan. pitch ofrouf 3112 14.0 degrees 9 Design Ibted herein are vaikl for B end C and e e D.max roof h M 30 Mena 14D degrees 10 Charts and values Osted herein are onlyva0d when ned dated end sealed Ga McD- le PE 058214 or Mark LeBlanc PE 035683 11 WOd 12gon assures ere calculated In accordance with ASCE 7-10 Method 2 12 No reductlon is taken for-lopes less there 10 clegrem. Area ofcomponent Area ofcomponent Area ofoomponera Arca ofootarceed Am ofoomponeat Area of AM of rea Aof rea Aof Area of Arca of t 10.0 of 15.0 f 20.0 of 25.0 sf 30.0 of 35.0>d' 40.0at 45.0 of 50.0 of 55.0 sf 60.0 at Mean Rase Hai Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zane 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 2orm 4 zone 5 Zone 4 Zone 5 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 '35.8 35.8 35.4 35.4 35.0 35.0 t5 -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 A 40 40.6 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 -44.0 -54.4 -42.8 -52.0 1 42.4 -51.3 1 -42.0 -50.5 41.6 -49.7 41.1 -48.9 40.7 48.2 40.3 47.4 -39.9 46.6 -39.5 45.8 -39.1 45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 43.4 -52.7 42.9 -51.9 42.5 -51.1 -42.1 -50.4 41.7 49.6 41.3 48.8 40.8 48.0 40.4 47.2 -40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 37.2 37.2 36.8 36.8 36.3 36.3 18 45.1 -55.7 1 43.9 -53.3 43.5 -52.6 43.0 1 -51.8 42.6 -51.0 42.2 1 -50.2 41.8 49.4 41.3 48.6 40.9 47.8 40.5 47.0 40.1 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 1 45.7 -56.4 44.4 -54.0 43.9 -53.2 43.5 -52.4 43.1 -51.5 42.7 -50.7 42.2 49.9 41.8 49.1 41.4 48.3 41.0 47.5 40.5 46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 44.9 -54.5 44.4' -53.7 44.0 -52.9 1 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 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 1 45.8 -55.6 45.3 -54.8 1 44.9 -54.0 44.4 1 -53.2 44.0 1 -52.3 43.6 -51.5 43.1 -50.7 42.7 1 49.9 42.2 49.0 41.6 1 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 1 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 1 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 -55.0 45.3 -54.1 -44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 48.4 -59.7 47.0 -57.2 1 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 1 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 • 0 0 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 • U9 -60.2 47.4 -57.6 47.0 -56.8 46.5 1 -55.9 46.0 1 -55.1 45.6 1 -54.2 45.1 -53.4 44.7 -52.5 44.2 -51.6 43.7 1 -50.8 43.3 1 49.9 •••••• 45.3 415.38 043.9 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 • • 9.2 47 •47.8 -58.1 47.3 -57.2 46.9 -56.4 -46.4 -55.5 45.9 -54.6 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 Alp%n a A3.6 -50.3 •••••• • •5.7 415.7 •44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40. , 0 39.9 •• 28 49.5 •fi. •48.2 -58.5 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4r i e 0.7 • 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 •••••• 029 11049.9 -6t.� •48.5 -59.0 48.0 -58.1 47.6 -57.2 47.1 -56.3 46.6 -55.5 46.2 -54.6 45.7 -53.7 45.2 -52.8 ••••• ••• • .3 r16(1�•••44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42 42.4 42.4. 41.9 41.9 41.4 41.400 40.9 5 .5 ••• •• 30 -50.3 -62.1 -43.9 -59.4 48.4 -_ -56.8 47.0 -55. 46.5 -55.0 46.0 -54.1 45.6 -53.8 .I 2. c51.4 • PERMIT ° OCA � ...... .•..•. t. Miami Shires Villa e ST441 • •• APPROVED ...... .A .0 0 R \o. • ®® • ZOMNG D NOV 2015 S/0 N W- BLDG ff 1 °0�'re�a11B®oae B _ SUBJECT'i0 WMPU =W M ALL FOB" MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART . Address:126 NE 97 ST MIAMI SHORES FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 DOOR 14-0303.09 +75.0 -85.0 +40.1 -43.4 39 x 82 NO NO YES 2 .j. FL14991.1 +67.0 -67.0 315/8 x 80 5/8 . . 0000.. 0000.. 0000 00 0 00 0000. ... 0 . .... 00000 0000 000 0 000. 000 0000.. 000000 0 . 0000 0000.. 000000 0000.. � j . � � : ! ' ; : ;..it ! ' ; iii ' ... � • • _ �. � ' ! � ' ' 1 'I 4 � ° I ! . ;. . ! .,.. (. •.;.. Iii._ ! _..i.�__. ' • , . • ; wt_1�_;� _i.j_.�._ . . ; i..i. . ! ��. i_�. o I I I{ i 1 916 71 LL 44 1 a fel ••:••• iT •••• i•i � d � �� :. I i ! L..i •�. i• � !- i . .I + .� I 1 .'..j. ' .I j j. ,j. �. !.i I } . ' .. •',• i I. TJ Florida Building Code Online Page 1 of 4 R :�IJ ;�ll'�.3.7 ° "�1��'�7!"19f �� ha4 ��b��• �9t�!1 _ ..�-'�i.�1 tt��,,,� .,te�t(— rI�11�De ll" =5 Hwne I LAI N User RegsbratIon Ha Topke i Submit Surelorge Staft Pads tl ISDIIc%I,rs I FP7 1151' I Ll,Uz nerd, Bus nes ( product Approval Pro essi al USM'PublIc User Regulation Product Aoorevzl Menu >Acdlc an list>Applicatlon Detail - IL* 4991-R3 Application Type Revision Code Version 2014 Application Status proved "Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer Therma-Tru Corporation Address/Phone/Emali 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickworwbidgmnsultents.com Authorized Signature Vivian Wright rlckw@rwbldgconsultants.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or listing Certification Agency National Accreditation&Management Institute Validated By Ryan I King,P.E. M Validation Cheddist-Hardcopy Received Referenced Standard and Year(of Standard) AUMdMAYear ASTM E1300 2004 TAS 201,202,203 1994 Equivalence of Product Standards Certified By •• ••• • • • • • •• • •• • • • • ••• • Product Approval Method Method 1 Option A •• ••• •• • • • •• Date Submitted 02/09/2015 • ••• • • ••• 000 Date Validated 02/11/2015 • • • • • • • • • Date Pending FBC Approval •• • • •• • • • • • • •• • • • •• •• Date Approved 02/17/2015 ••• • 000 • • • ••• • • • • ••• • • http:l/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquZ �59I16Iftrx,! j';Sa} Florida Building Code Online Page 2 of 4 lummary of Products FL# Model,Number or Name Description 14991.1 a.'Traditions' 3'0 x 6'8'Impact'Steel Single Door-Inswing or Outswing (X Configuration) Umfls of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 RI C CAC 14991.1 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions ether:See INST 14991.1 for Design Pressure Ratings,any F(14991 111 II Inst 14991.1.ndf additional use limitations,Installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product partlailars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.I.odP Created by Independent Thfrd Party:Yes 14991.2 b.'Traditions° 3'0 x WS"Impact'Steel Single Door with Sidelite-Inswing or Outswing(XO or OX Configurations) Limns of Use Certifkation Agency Certificate Approved for use In HVHZu Yes FL14991 R1 C CAC 14991.2 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistants Yes 03/31/2016 Design Pressures N/A Installation Instructions Other.See INST 14991.2 for Design Pressure Ratings,any x14991 RI II Inst 14991.2.odf additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 Ri AE Eval 14991.2.odf Created by Independent Third Party:Yes 14991.3 c."Traditlons' 3'0 x 6'8"Impact"Steel Single Door with Sldelltes-Inswing or Outswing(OXO Configuratlon) Limits of use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 RI C CAC 14991.3 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pnassuro:N/A Installation Instructions Others See INST 14991.3 for Design Pressure Ratings,any FLi4991 RI II Inst 14991.3.odf additional use limitations,installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product partlailars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval14991.3.odf Created by Independent Third Party:Yes 14991.4 d."Traditions' 610 x 6'8"Impact°Steel Double Door-Inswing or Outswing (XX Configuration) Limns of use Certification Agency Certificate Approved for use In HVHM Yes FL14991 R1 C CAC 14991.4 NAMI CerLndf Approved far use outside HVHM Yes Quality Assurance Contract Expiration Date Impact Real I Yes 03/31/2016 Design Pressure:N/A Installation instructions Other:See INST 14991.4 for Design Pressure Ratings,any FL14991 RI II Inst 14991.4.odf additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE Eval 14991.4.odf Created by IndependentThird Party:Yes 14991.5 e."Traditions" 610 x WS Impact°Steel Double Door with Sldelites-Inswing or Outswing(OXXO Configuration)configurations up to 8'0 In height) UmRs of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 R1 C CAC 14991.5 NAMI Cert.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A •• ••• • • • • • 11ris1aNation Instructions Other:See INST 14991.5 for Design PrelsuFe tI§gs:ar& FL14991 RI II Inst 14991.5.odf additional use limitations,Ingt�IlatiorLlpstp� on aqd ••• Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazjltg meetsASiaM 91300-04: �Aated by Independent Third Party:Yes •• ••• •• • • %valuation Reports EL14991 RI AE Eval 14991.5.odf Created by Independent Third Party:Yes 14991.6 :°Ptofit�;° • : 3'0 x•6'8"Impact'Steel Single Door-Inswir►g or Outswing •• • • •• IX Ct pguration) ••• • • • • or • • http://www.floridabuilding.Org/pr/pr ippi-040sex;oo*pa�im.'�bG�VXQwtDquZRj59°1o2fl�... 6/25/2015 000 0 0 0 000 0 0 Florida Building Code Online Page 3 of 4 Umlts of Use Certification Agency Certificate Approved for we In HVHZr Yes FL14991 R1 C CAC 14991.6 NAMI Cert.Ddf Approved for use outslide HVHZ:Yes Quality Assurance Contract Expirstlon Date Impact Resistant:Yes 03/31/2016 Design Preasure:N/A installation Instructions Others See INSf 14991.6 for Design Pressure Ratings,any FL14991 RI 11 Inst 14991.6.odf additional use limitations,Installation instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports EL14991 RI AE Eval 14991.6.Ddf Created by Independent Third Party:Yes 14991.7 g."Profiles" 3'D x 618"Impact"Steel Single Door wlth Sidellte-Inswing or Outswing(XO or OX Configurations) LImRs of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 RI C CAC 14991.7 NAMI Cert_odf Approved for use outside HVIIZ-.Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other.See INST 14991.7 for Design Pressure Ratings,any Ell-4991 111 II Inst 14991.7.Ddf additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports ELI-4991 R1 AE Eval 14991.7.odf Created by Independent Third Party:Yes 14991.8 h."Proffles" 310 x 6'8"Impact"Steel Single Door with Sidelites-Inswing or Outswing(OXO Configuration) LImi s of use Certification Agency Certificate Approved for use in HVHZ:Yes FL14991 R1 C CAC_14941.8 NAMI Cert,pdf Approved for use outside HVHZr Yes Quality Assurance Contract Expirations Date Impact Resistants Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.8 for Design Pressure Ratings,any FL14991 RI II Inst 14991.8.ndf additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.8.odf Created by Independent Third Party:Yes 14991.9 I."Profiles" 6'0 x 6'8"Impact"Steet Double Door-Inswing or Outswing (XX Configuration) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 R1 C CAC 14991.9 NAMI Cert.ndf Approved for use outside HVHM Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure:N/A Installation Instructions Other.See INST 14991.9 for Design Pressure Ratings,any FL14991 RI II Inst 14991.9.Ddf additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars,(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eva[14991.9.2df Created by Independent Third Party:Yes 14991.10 J."Profiles" �01 6'8'Impact"Steel Double Door with Sklelltes Inswing tswing(OXXO Configurstlon) Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL14991 R1 C CSC 14991.10 NAMI Cert.Ddf Approved for use outside HVHZ•Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressraer N/A Installation Instructions Othen See INST 14991.10 for Design Pressure Ratings, FJ 14991 Rl II Inst 14991.10.Ddf any additional use limitations,Installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval 14991.10.Ddf Created by Independent Third Party:Yes 14991.11 k."P.files"•• • • • • • 3'pjc 8'0"Impact"Steel Single Door-Inswing or Dutswing • • • • • JX Configuration) Limits of Use • • •• • Approved for use In HVHZ:Yes • i : i i :•i cation Agency Certificate 4991 Ri C CAC 14991.11 NAMI Cert.od Approved for use outside t"ZIMI •• • • • Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressure.NIAInstallation Instructions Other.See INST 14991.11•for QVIgn Pressure Ralings, • PLAgE 1 Ri II InstI4991.11.odf any additional use Iimitatlarrspinstallation lit rst"nand Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note}%I%zing:neetp ASIN E006-04) Crestjq by Independent Third Party:Yes • •• • • • 146on Reports ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr_*p_kti pop3[?pare4m rVXQWtDquZitj59%2fDrx... 6/25/2015 ••• 0 • 0 ••• 0 0 Florida Building Code Online Page 4 of 4 FL14991 RS AE Eval 14991.11.odf Created by Independent Third Party:Yes 14991.12 I."Profiles" 310 x 8r0'Impact"Steel Single Door with Sldellte-Inswing or Outswing(XO or OX Configurations) Limits of Use Certification Agency Certificate Approved for use in HVHZi Yes FL14991 RI C GAC 14991.12 NAMI Certmdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date impact Resistant:Yes 03/31/2016 Deslgn Pressure:N/A Installation Instructions Other.See INST 14991.12 for Design Pressure Ratings, FLi4991 Ri i Inst 14991.12 Ddf any additional use limitations,installation instructions and Verified By: Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RS AE. Eval L4991.12.ndf Created by Independent Third Party:Yes 14991.13 m."Profiles" 310 x 810"Impact"Steel Single Door with Sldelltes-Inswing or Outswing(OXO Configuration) Limits of Use Certification Agency CertliFi ate Approved for use In HVHZ:Yes FL14991_Ri C GAC 14991.13 NAMI Cert.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 1 03/31/2016 Design Pressure:N/A Installation Instructions Other:See INST 14991.13 for Design Pressure Ratings, FL14991 RI 11 Inst 14991.13.Ddf any additional use limitations,installation Instructions and Verified By: Lyndon F.Schmidt,P.E,43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 R1 AE EVal14991.13.odf Created by Independent Third Party,Yes 14991.14 n."Profiles" 6'0 x 8'0"Impact"Steel Double Door-Inswing or Outswing (XX Configuration) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F-L14991 RI C CAC 14991.14 NAMI CerLndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2D16 Design Pressure:N/A InstatMtion Instructions Mari See INST 14991.14 for Design Pressure Ratings, FL14991 R3 II Inst 14991.14.0f any additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval14991.14.odf Created by Independent Third Party:Yes 14991.15 o."ProFllee 6'0 x WO'Impact"Steel Double Door with Sidelites-Inswing or Outswing(OXXO Configuration) Limits of Use Certlflaation Agency Certificate Approved for nage In HVHZ:Yes FL14991 Ri C CAC 14991.15 NAMI rArt.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 03/31/2016 Design Pressures N/A Installation Instructions Other:See INST 14991.15 for Design Pressure Ratings, FL14991 R1 11 Inst 14991.1 .off any additional use limitations,Installation Instructions and Verified By:Lyndon F.Schmidt,P.E.43409 product particulars.(Note-Glazing meets ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL14991 RI AE Eval14991.15.Ddf Created by Independent Third Party:Yes Fede Neat rwtac us::19-00 NnRh Memva Sbzmt.TaAahassea FL 32399 Phone:1150.487-1924 The State ar Rodda Fan AA/E80 employer.Comrieht 2007-2013 Stare of Florida.:: ::AccessibilityStateme ::gefurtd$fit Under Ronda law.ema6 addresses are pubic records.Ir you do not grant your e-rtmu address released In response to a pubile-records request,do not send electronic mail to this entity.Instead,contact the dreoa by phone or by traditional mail.Ir you have any questions,please contact 850.467.1395.-Pursuant to Section 455.275(1),Fbrida Statutes, •t X12,Iipnwft loosed 1•aQr Chapter 455,F.S.resat provide the Department with an email address If they have one.Tho cants provides be ar�t1cW mFimiNcaBlon*Mfte licensee.However email addiesxs are public record.It you do not wish to supply a personal address,pit ag9e the Dope nt i a•em•p aFdre�welch can be rrede available re the public.To detmmbre It you are a licensee under • •• • • CWM 495th,pi ft dick hall. • • • • • • • • RUNFRE • ••• • • accv i*41 r t!rla.• •• • • •• • • •• •• ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr ppm H ?Pardm VXQwtDquZRj59%2fDrx... 6125/2O15 ••• • • 0 ••• 0 0 R W R W Building Consultants, Inc. B Corsolting and Engineering Servior s for nice Builcling Inhoy C P.O.Box 230 Vd1ft,FL 3355 PhMS13.09.9197 Flwida nomd of Pmlkuimd Ev*Tium cua5mm orAutbwbm ton No.9513 Product Sub Category Manufacturer Product Name dategory Swinging Themis Tru Corporation "Tradtttons• E t Wor Exterfor Door 118 Induatrlal Dr. Steel Door Doors Assemblies Edgerton,OH 43517 lnswingtOrdsWIng Phone 419.298.1740 "Impur Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc,and Lyndon F.SchmlA P.E,(System ID# 19911)for Thermo Tru Corporation based on Rule Chapter No.81G20-3.Method 1A of the State of Florida Product Approval,Department of Business&Prdbssiorml Regulation. RW Building Consultants and Lyndon F.Schmid.P.E.do not have nor will acquire tinandal interest In the company manuTachtring or distribuft the product or in any other en ft Involved In the approval process of the product named hetrelm LknkWhm. 1.This product evelualion drawing has bow developed In compliance with the ft Edition(2014)Florida Building Code(FOC)structural requinonlents Including the•High Velocity Hurricane Zone"(FiYH48ee the Certllhsfon Agency CeufUtcste for stzes,speacatlona and ratings- 2 Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wap dressing or stucco. 3.When used In the°HVFR"the opaque door compiles with section 1828 ofthe Florida Building Code and does not require an Impact resistant cove". 4.When used in areas outside of the"WW"requiring wind bane debris protection,the opaque door complex with Section 1W9.12 of the FOC and does not require an Impact resistant covering.This product wrests missile level"h)•and Includes Wind Zane 4 as defined In ASTM E1998 and Section 1809.1.22 of the FBC. 8. For 2x stud framing construction.anchoring of these units shall be the same as that shown for 2x buck masonry construction. * Site conditions that deviate from the details of drawing FL-14991.1 require further engineering anelysis by a licensed engineer or registered srchhtecL 7. outswIng configurations using coastal sill Item#39 meet water Infittratton requirements for' KEW. 8. Inswing configurations and outswing configurations using item#31 do not most the water Infiltration requirements for the"HVHZ" shall be Installed orgy In non-habitable arm or at habitable locafione protected by an overhang or canopy such that the angle behmen the edge of canopy or overhang to 9111 Is less than 45 degrees. 9.When used In the IM-0,steal must be protected as specified In FOC Section 2222.8. 10. See drawing FL-14991.1 fdc size and design pressure Nmitatons. Suppol ft aocumentL 1. Test Report Na Test Standard Testina Laboratory Sinned-k ETC 01-741-10822.0 TAS 201,202,203-94 ETC Laboratories Joseph L Doldan,P.E. 2. Drawing Ug. F"wared by `'`�s9rrtrreif�/l, Skined&Repled by No.FL 14991.1 RW Buil Consultants,Inc.(CA#9813) O! SCH9/� /�� Lyndon F.Schmidt,P.E. 3. Caldxslatlons Prepared by do ti•' G E N F 1:•.� ,'*'i Sinned B Sealed by Anchoring RW BoAding Consultants,hna 14A 9813! •:• •'•�' ��yndon F.Schmidt,P.E. • • •• w • / •t4p 43409 : STATS= OF W i • i i • i i �► '•�t► �4:p 1 rd•A••(y YYY, Lyndon F.Schmidt,RE •• • • •• • • ic'.r�r,'••...••• `Y FL PE No.43409 966 • ••• • •t� +.°`�°f •�' t�`� 21612015 SmootIOf ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTICE OF PRODUCT CERTIFICATION l:pVs, _ kh CERTIFICATION NO: N1005312.01 DATE, 03!22/2012 CERTIFICATION PROGRAM: Structural t COMPANY: T6igrma- ru CODE: T-052-1 To verify that the-Notice of Product Certification"is valid,please visit www.NAM]Certification.com to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied.Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Therma-Tru Corporation "Traditions Series" 118 Industrial Drive In-Swing&Out-Swing Edgerton,OH 43517 Opaque Wood Edge Steel Door Configuration:X Frame: W-953mm(37.5") H-2083mm(82.0") Panel: W-915mm(36.00°) H-2013mm(79.25°) SPECIFICATION PRODUCT RATING TAS 201/202/203-94 Design Pressure=+67/-67 psf Large Missile Impact Rated Wind Zone 4-Missile Level D Qualifies confiswitfia 9:X Product Tested By: ETC,Inc. Report No: ETC 01-741-10622.0 Expiration Date: March 31,2016 ��°Y✓ Administrator's Signature: NATIONAL ACCREDITATION AND MANAGJRMEKP.IW:JTTT:JZ'T;INC. 4794 George.Ws 'gtoit��24r�al�iiphway �.. .. Tel: (804)684-5124 (804)684,5122 ... ... . % .000 0 000 . . % .. ... . . . . ... . . THERMAITRU THERMA TRU DOORSsip 1 1 8 INDUHTRIAL DR., U08ERTDN, OH 43817 'TRADITIONS" "AIWIWH--1 STEEL DOOR14 d INSWING/OUTSWING "IMPACT" • • 1771 • •Y •• •� T{tts Obdud attcF•xfng drrnv�rtB ho3 bem developed h a>tsipamxe wigl the SHt Eaaaon f2f114)RoAdd B Code ••• •• ' • moi Velodlq N��km�late'(FiVH�.Sse llte Cflae Agency C�alfi600la Pvd<es,>peeifl�flolp and +�Y � � $$ .• a PIOdUCt mwhms shwa be m ftW and Pard as shoam an drWL ArOm embe&row fobaa mateid d ao bo teYOndwa ® GGii • � wltelaedlnthe,�rfheapaquedomcpnpleswah5ectiont626oHhaFhCan<ldoearwll�eanknpacl�att :.,� .� tMren toed'�•a'em a>isfde of�t'e'�xr requnitfl w4nd bolos debr&pn>TeeBOn,the opaque door oompOesvAih Seeftmt • 1 AW.I.Z of tYie F8C and �,,,� an Impact nsshfmlf covel6tg.lhk prodad meats misle feval'a'and 1nc11a�trotryd •• •• lone d as debodjn ASTM E l i'll i 1d1A.122 of thB FBC s. Far ac rnwtna"mfrt�cor�ucron.nr.�arUg oitnese tm�d,aa be»+e acs as mar>howr,rar 21 twacn,�.y rromcaa,, •• •� 3te wrl r�laiti d-1119(1OR,the Aftofft dmwbV tagft aster engLlaethg ora"by a aamead engrt m a T,t�ept 7. Oulsvklg canH9utaHors udng caastai sID aeln 939 meet watalntOtraflon n*qukarssms farliVMr. & lmft cmftre=mW auhwhg oantamftola sdm on Hain 831 do rot meet the waterhVmHon mgWmmeft rw the k' WW and shat be hOc fed only b noAm oble orebe a at hditbM bcat"m Otected by on avedtmtg Of c=Wy such that the angio between the edge of cmgn or averhmsg to 30 TS bo ffm 49 degrees. °y P. When umd In Fhe'NW.sled mud be ��w l�cm g)ed� tnMC Ss Sm 2ZM& i AKW# oEwjjqm s 1 Aptd OW40 dE ded9n pwum dF nolm Z oaaspaneldelto HtJS1AHNG VJWx8200" +67.0 -67.0 03 13 12 3 atosslecfiom C01EIA�NG ear M.1:S. 1 V «osa n fw/bw protde bump VffeahoM 37Ar x 80 60' +55.0 -67.0 era W. JK ■ s 91cYamdhxrls -7Xiwdc LFS s 6 Frame -1Xbuakmaeo cw*jcfon 7 Roof a fw/hlgh dam bum thre#Io1dy 37.60'x 50W +67.0 -67. Na r �*-I 6Z Q 41 � EXTERIOR 4i a = get 43 :"^fri'..i��,nir•.:.�' }:...�P.:'.. �;''.�•`rf.. '::f�,,_. r -ti.y. ' . tltl 44 '. 44 a O Y O+IIERIC3R N Id OW MAX. � y t`'� ra� \t DOOR w� PAWS.WI01H rf\HMWNTAL CRASSJ=M Z IE r>y.4• • •• : • • • EXTERIOR INTERIOR ag i I I Jap wu •Py' �V_,FAICA6 CM UMNI I I I- o !t R S 03113112 ° EFL:N, JK US N01E DDDR WOOD COMPONERM FM(SG"0.421 991.1a e d pN U 19910 4 4 MiEfKOR �� 9 70 B v. ® El = y f Hli 8 N IL R E(TERiOR �1 3 40 7 g 17 3 • • ••• •• :••••• 2 1g • • E i•i••i Bye.)TYR) •: •• • •• •• •. C31 NORaOMAL CROSS S�rroN D • • •• : : • :.. 4 4 9 Mtorm 1X d • •• •}�••� K•••• 27 • •: •..• .. . ITJTERIOR i 10 K • • •a • •• NMWR "•• 7 EXIBtIOR BaBNOR . „a p L 0. 1S a CSNK Q3 13 12 = I4/4MK g pp.) Ind O g a�tr N.T. o er JK ENS.�4 E cm usr1�HORJIOMA!CROSS SfCAON QIIOM MAL CROQiS SECTION 1-114 MIK mean 0- e �8 eonfiguroifon 3 UMAV oon guaflarf EMM PYPJ FL-14997.1 r' 0 OFZ 0 \\1 f I/ S9 G! iNh ,� V LL c RJTMM EXMOM 40 � 40 19 719 d ' a a 7 • . • 7 39 HMR EXTERIOR 8 •• • M—NoR saElUOR • • � 1 F2 V✓�TICAL p • ease* Sh"n • d wnXSUb l* so 00 000 0 060000 e , .. •.. ioa . ExrEaIOR . �•::. •. • . ....-- • . INTERIOR EXTERIOR •• •• • . l?1�t�Aa CROSS SECT1OJ�1 • •�••• qp 32 I �J •i •• • wafe► ft 40 8 ore: requ 33 7 31 O owe oa rs t2 Z l l UFRI M CROSS SECTION4 VFRTIC CROSS SFCIfON e. JK m cm en CFS $ ta'N+th6'Water kdOtraiton fee gg@@��notFa.meet� requlremenb tar1lYl�watel6MlflraHan Ft-14997.1 n � 4 - o Aolu0"11111,1110* _.._iL �•� • i{y� � : a dp q zdl rk T MASONRY TYP.HEAD N s 6 OPENNG TYP.HEAD OPENING &JAMBS L IAMBS • •• 1E FRAME • • • � T bt1 • • 211BU i • • � VWJAAG • • e • . • r •••••• ilfG[AtKYt�ItO CONCRMEANCHOR NOnES: f+RAN(AtRi fdmotvy Z(butrClt t ckcM mtshuc8on I.ConCtrete anchor tocallortl of the comes maybe acfvsted#o mafrrtatn Nre tom. � edge dbfarree to mortwiobft 2 Comatemn twfomHonsmote&asWAX ONCf3M3r"ebec4Ulsdfo mafildn the mh edge cbkwoe to matmich s adcWbyt JCorrpefe or4hms ? S MYbetegt&vd to ensure the MAX.ON CE4fl3t'dlm ukm ore notear:eeded 9 3.Conoete artdtor fabre z 13 12 ° TAPCONi 1/� i•1/4' T 4 03 MUD N.T.S EMT/4 141'r1` 4 v or JWULTRAPAN WOOD MTALLAmmhpW. oa en Lm ; i owaw Fm s.MatntaJn o trdnhrnarl3/B°edge&{stance,rand&stance,d f"o a erg of t�1DH DEYiW tAtIIt i 0EAD1t7LT0RfA1t tZ-14891.1 wooed ur9tivs fo psevent fire sp9tfll►g of v✓�d. d tam °i-7 o SK 1149 k 14-IONO Nfi TYP.HEAD t� N d d JAMBS a FRAME 2B 5o c » ••• •• • • • IXSUc[ • • • • F iR 000..0 ••• •• • • • • 27 •• •• • ••• •••• • fATrt!&OBAOdOl aEUJL • • -+ • •• ••• • Zee f� r •• •• • 00.• 00• •' 0000•• • • S1�!lEMAU•• p g lfDMJAAM 9 • • • • Masamy M buckcastrld)on •• ••CON=W,*O&NOTES:• • !I I.Conraefe&?chortbcaffom at the corners may be to rnafnfafn NM nft edge defence to mortarJofnfs. 11 2 Coricrete anchor bcoftom rioted as IMAX.ON Cf30P mKxf be a*mad to matnfabi the mfnedge dstonae to morkwfd fls addtfbnd ate anchors may be eequ6ed to ereum ft WAX ON CfY+fW dfmarabn ore not succeded. � g I concreteanchwtaws CM A M-0104 TAPCONe 1/4- 1-1/c Z 4 .an 0311;112 = amm N.T.S. ►� TAPCON• 1-11T mre on JK m WOOD SC WW MlSTAUATON NOTE: f15 3 I.Moxft r o fl**num SN edge datmrce,)"end dMaru%&I-ma m•mmo w a spochg of wood straws to prevernf the s Oft of wood FL-f499f.1 n ar 7 • 0 ``ter •'�,•.. -,i r _ ' f a r . _ IOU OF MATRUW ITEM Dmcmm 1X BUUCK ASG>055 yyppp � �Z96'--�{� 4r iT B 2X BUCK SG>-0.65 WOOD ` o C MAX Il45HIM SPACE WOOD H y D 1/,VX 2 3/4"PFH EiCO COMCREIES�EW \` E MASONRY-3000 PSI MMI.CONCRETE CONFORMING 70 Aa CONCRETE �1 a 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F i/4X 13/41TW CONCRETE SCREW S�Eli. �{ � G 16°X3-I/f PTS{I1W CONCRETESCREW y7� a H 11-Cx3.14PFH ITWCONCRETESCREW STEM � � I 114X 2114 PFH RW CONCRETESCRE W STEEL J I le X 3314 PFH ITW CONCRETE SCREW STEEL K A10XTPFHWOWOSCREWODSC EM 4.W L 910X 2-1/Z PFH WOOD SCREW 1 7• RT WEATHB :000 i L RFA /�ZNIAIP/ACr<nFLD1WYJtOFlt6 +$ • • 4 HINGE •••• • X 31 P WOODSCREW(H STEEL • 1 11 910X 1" I •• P LOCK- 10.421 GNATURE STS 575 ••• • 19 .4 WOOD •• • !(} WE JAMB WOOD ••• • BOLT- GNATURESQNES STS 27 LA1CH STRIKE F'IA • Sly to i•• i BOLT STETS + • • • BUMP FA LOW PROFAE / T $ ••• • OQOR BOT143hA tTY PVC T 1 �Am n •• ADJ THRi3}IDLD mm A COOMP. • ••• • 41 DOOR SKIN: .018°MIM.Fy-VA30 I MIN. 42 TOP RAIL C 43 LATCH STILE WOOD 4 d0 WL 44 H94GE STILE WOOD 236 45 COMP, 46 POLYURETRANEFOAM .1. DERM FOAM ro cae03 13`12 ° X.T.S. `J 1Nlf IDLD err Us 3 FL-14991.1 n 7 oc O M IAM 1-DAVE MIAANII-DADS COUNTY r PRODUCT CONTROL.SECTION 11805 SN 26 Street,Room 208 DEPARTNIENT 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.miamldade.Eoy/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 Mianni-Dadc County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction i (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 Enhance Door-LMI APPROVAL DOCUMENT: Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets 1 through 5 of 5,dated 01/15/04 and last revised on FEB 01,2012,prepared by AL-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Renewal 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 Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2.Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate approvals),lower design rating shall apply and such installation to be reviewed&approved by AHJ. 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 Mianni-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 flit manufacturer or its distributors and shall b inspection at the job sitekt the jjq;eft * $e ujildyrg Official. s NOA renews NOA#12-0208, consisl;%417 WS p2gp 104r1d EvtJgjWt;pages E-1,as well as approval document men cone a ove. The submitted documentation was reviewed by Is haj .Chanda,P.E. ••• ••• .. .. NOA No. I4-0303,09 ffi;1ZT=VADEC0VNTY.__ %••o i 000 ••• i• oExpiratiou Date: .Iurte 10,2019 Approval Date: May 15,2011 Page I ... . . . . ... . . . . • • . . . . . . . . . . •• •• . . • •• •• ... . . . ... . . Eurotech Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under files#12-0208.03/#09-0310.05) 2. Drawing No.W04-01 Rev C,titled"Aluminum Outswing Entrance Door",sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01,2012,prepared by AL-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS(Submitted under files#12-0208.03/#09-0310.05) 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing hic.,Test Report No(s).HETI-08-2021,08-2022,08-2023 and 08-2024,all dated 03/15/08,signed and sealed by Candido Font, P.E. 2. Test reports on 1)Air Infiltration Test, per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test.per FBC,TAS 202-94 4)Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-03-1882,08-1889,08-18890 and 08-2024,dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E.Droz-Seda,P.E.(transferred from file#08-0507.10) 3. Tensile Test prepared by Hurricane Engineering&Testing,Test No.HETI-04-T100,dtd 01/29/04, tested per ASTM E8-01,signed&sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS (Submitted under file#12-0208.03) 1. Anchor Calculations and structural analysis,dated 02/01/2012,prepared by Al-Farooq Corp.,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies tiv/ASTMS-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of AcceptanceNo. 11-0624.02 issued to E.I.DuPont DeNemours&Co.,.Inc. for their"DuPont Sentry Glass®Plus",expiring on 11/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc.for their"DuPont Butacite PVB Interlayer",expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBG 2010,prepared by Al Farooq Corporation,dated 02/14/2014, signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance to FBC 2010&no financial interest,prepared by Al Farooq Corporation,dated 01/25/12,signed and sealed by Javad Ahmad,P.E.(Submitted under file#12- 0208.03). 3. Statement letter dated o2/14/14, issued 1V Y.Kojerh fqr relrejval.NVith"No Change". 4. Lab compliance as part of the above r%ferenc$d t4 r:port: G. OTHER •• ••• • .. ... .. . . . .. 1. This NOA reneiva NOA# 12-0208.03,expiring on June 10,2014. 2, fest proposal#07-3527 approved by BCCO. . . . . . • . . •, (-[ •• • •• Ishaq 1.Chanda,P.E. .. . . . .. .. •••. ••• • Product Control Examiner NOA No. 14-0303.09 • 0:0 0 0 Expiration Date: June 10,2019 • •0 000 • Approval Date: May 15,2014 . 1;. . . . . . . . (2)ADDL ANCHORS V -(,j]� AT 3'O.C. AT MTG.STILE ENDS 75 3/4- RED. �� o SEE SEFfARATE NOA 1� I i FRAME YA0T11 NA70D BUCK R WOOD OR FOR INSTALLATIONS FRAME WIDTH pp� ;i RATWCDETAILS it i I 13'MAX. ONLY z j 114 11 I i HEAD/SILL DOOR HINGES 13'MAX. 5'MAX. `Y S•MAX SURFACE APPLIED SEE SHEET 2 HEAD/SILL HEAD/SILL r-- ----------- i HEAD/SILL A FLAY USEDS FORS CAPACITY A CORNERS g CORNERS -------------- --------------- 6G __--_____-_ o� ------------ _ o / ---___------SII G O 0 N SEE SEPARATE NOA I uu��'' FOR SIDELITE d UMF RATING AND DETAILS Ii i // A LEAF j IN L1� I J ,__�,___ � �• Iii �_-_ _ 1 � U • • • VI{ II I II 11 W 47 W17 • • ••• • • •• --JLC - II 1 1 U U M • • • • • 11 11 1 ❑ \ / 11 lxW •••••• o II \ III 13 ii •• • •••••• i z UN ••• •• • •• •• •• ----------- -- — - rJ, W O^ • • • • • .. .. ... • ...... �I EE SHEET T22 �'3 M z g *60 •• •••••• •••••• FOF&CAPACITY 31 3/4' r APPROVED MULUANTITIES MIAMI-DWE LION 'ly m J� N SEE SEPARATE NOA a W • • •••• •••• D.L.OPG. 28' �• u D.L.OPG. D.L OPC. H O • • • •••••• 3D WIDTH 38 3/8' ••• •ALUMINUM OIJTSTYI)dG Ty�j74�E DOOR LEAF VAOTH LEAF WIDTH LEAF WIDTH TYPICAL. ELEVATIONS •• APPROVALS SINGLE X)!1[JQ DOUBLE (XX) LEAF DOORS. • ALSO SINGLE AND BLE 00 RS•I CaAIBINATION WITH SIDELITES pA00UCi,dFC11 IJ�ADW�CVIY® c R ••• •L(�$ING MIAMI-DADE Q9UNTY APPWVED MULLIONS IN BETWEEN. u � „r.Y{rwYhbY(. `� ALSO SINGNE*ANP OW q•P SUBLE DOORS WITH OR WITHOUT SIOELITES mom a COMBiNATION•WITH TRANSOMS USING MIAMI-RADE COUNTY APPROVED MULLION IN BETWEEN, LOWER DESIGN PRESSURES FROM DOOR, SIDEUTE OR MULLION APPROVAL WILL APPLY TO EMIRS SYSTEM. o 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o<m HURRICANE ZONE(HVHZ). WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER o LOADS TO THE STRUCTURE. Emlr.JAV AHMAD ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS THESE DOORS ARE RATED FOR LARGE h SMALL MISSILE IMPACT. �L 1 \ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLS 352 c ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APFROVAI.. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE WO4'—01 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. Sheol I of 5 mm I PART 8 I MQD. DRSCRIPTION NATER" NANP./S11PPW8R/muARKS 1 ERDOB AS RECO. DOOR FRAME 6083-78 - 2 ER012 AS REoa DOOR LEAF W83-T6 - I 3 VZ1558 1/LEAF DOOR BASE BOARD 6983-T6 - Z 4 VZ-1483 1/DOOR FRAME SILL 8083-76 - Q 5 - i/DOOR SILL BASE 6085-76 - (•6 1 a VZ-1481 AS RECD. ASTRAGAL STILE 6063-T8 - g T VZ-1535 4/LEAF GLAZING BEAD 8083-Ta pO - Q 0 $ 8 2801 AS REOD. GLAZING GASKET EPDM CLINOMETER 75*5 SHORE A a ----1y 10 1001/50 1/CORNER CORNER KEY ALUMINUM MONI10ELl0 8 r 11 COS= 4/LEAF HMES ALUMINUM OEM VVV 12 BIO X 3/9' 4/HINGE HNOE INSTALLATION SCREWS - PH MACHINE SCREWS a Q Q 13 - AS REDD. BULB WSCRSTRIPPING \ 14 /10 x 2' AS RECD. ASSEMBLY EYM - __HH SELF DRILLING \ ll z 15 112 X 1-1/4 - FRAME ASSEMBLY SCREWS SNS IL DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY -PSF 3/18'HEAT STREWD GLASS 3/16'HEAT STREWD GLASS SINGLE (X) DOORS SINGLE (X) DOORS DOUBLE (XX) DOORS g DOOR SIZE GLASS TYPE'A' DOOR SIZE GLASS TYPE'B' DOOR SIZE GLASS TYPE'A'OR'B' .090'INTERLAYER .100'INTERLAYER J BUTACITE PV8 BY'DUPONT' SENTRYCLAS BY'DUPOM' U WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT LCT.(+) IM.(-) WIDTH HEIGHT EXT.(+) INT.(-) o: Z 2/6 75.0 85.0 2/6 100.0 140.0 5/0 6/8 75.0 75.0 3/16'HEM STREWD GLASS 3/18`HEAT STREWD GLASS M 9 3/0 1/g 0/8.0 854 3/0 6/8 100.0 140.0 6/4 75.0 75.0 Ld M ,t • 3/6 ••••* 075.0 a" • 3/3 100.0 140.0 i 5/0 75.0 75.0 ••• • 2/6 7.0 BSO 2/6 100.0 140.0 6/4 7/0 75.0 75.0 Ot • 3 0 6/i•• 3/0 7/0 100.0 140.0 5/0 7s.0 75.0 GE SCE SILICONE •:• • g/g • 730 m GE 0 3/3 100.0 140.0 6/4 8/1 75.0 75.0 y� SSLGlAZE2Il StLGlA2E O9 SCS � Z Z N O1 • 2/6 :��; • • 2/6 100.0 140.0 LOADS SHOYM ABOVE ARE FOR '.o[ m I 1 O g • INSTALLATIONS WHERE WATER INFILTRATION Z3 U W i3 3/0 �0 85.0 3/0 g/pIOO.O 140.0 8L,I••• • 3 J8 • BSD • 3/3 100.0 140.0 LIMIT RESISTANCE IS NOT REQUIRED. 1, I I O _O.. ••• • RS APP}�O�Eb F WSTALIA •• DOORS APPROVED FOR INSTALLATIONS FOR INSTALLAATIONS WHERE WATER P -I.I > O •• • ERE WA7ER•tN�ILTl�T10I4 RESISTANF�••• WHERE WATER INFILTRATION RESISTANCE INFILTRATION RESISTANCE 8 REO1DRE0. I 1 c RECUI 6 REQUIRED. �a� ••• !eC%S SINGLE DOORS: LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS: • • ••••• GLASS TYPE 'A' GLASS TYPE 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ACTIVE Lien ••• I'FROM BOTTOM KEY EPERATEO&P••• TOP AND BOTTOM OF ACTIVE LEAF PART#02181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT PRODUCT tIVA&M • EXTERIOR AN& ON INTE{MAL0• ATTACHED WITH(4)010 X 1-1/2'SMS. LAZING OPTIONS . pHTatwlfbUlaTlh4Na e • TOP AND BOTTOM OF ACTIVE LEAF PART 102181 PRODUCT 4t.TN4R'!D • STRIKE PLATE • • 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH(4)p8 X 1-1/2'SMS. n4omPbiatwT01kF4FTIitt ••• •a1/4'X 1/4'X 16- 4'LONG • 36'FROM BOTTOM.KEY OPERATED ON EXTEMOR gotwat Cent 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE K. ?'I v sm 8 5 ATTACHED WHIR s2f11. 3/4'SMS AND THUMB TURN ON INTERIOR 36'FROM BOTTOM,KEY OPERATED ON EXTERIOR gy (q• 4 �-'c 2.:'I STFAM PLATE AND THUMB TURN ON INTERIOR. HINGES SINGLE DOORS: 1-1/4'X T/4'X 16-1/4'LONG M S•_c.� ATTACHED WITH(2)08 X 3/4'SMS 1W0-HANDED conte HM ATTACHED LEAF NOTE: EXTRUDED ALUMINUM BRIDGE 2 GLASS CAPACITIES ON THIS SHEET ARE n ffi" MANUALLY OPERATED CONCEALED FLUSH BOLTS AT G m -d BY'GIESSE' SINGES SINGLE DOORS: BASED ON ASTM E1300-04 3 SEC. GUSTS ° TOP AND BOTTOM OF RPACTNE LEAF PART e02188 (5) PER LEAF TWO-HANDED COMB HIND ATTACHED WITH(4)r8 X 1-1/2'SMS. AND FLORIDA BUILDING COMMISSION ° b AT 6', W.35',63-1/2'AND a m u 92-1/2'FROM TOP OF DOOR EXTRUDED ALUMINUM BRIDGE 2 DECLARATORY STATEMENT DCA05-DEC-219 0 BY'GIESSE' }iINGffi DOUBLE DOORS• (7)PER LEAF AT 7/0 AND 6/0 DOORS AT 3'.9'AND 28-3/8'FROM TWO-HANDED COMB HING TOP AND BOTTOM,ONE AT MOSPAN EXTRUDED ALUMINUM BRIDGE 2 Ear.JAVAD Ali t (6)PER LEAF AT 6/8 DOORS BYI 'G6SS� FLA PE �Q862 ii n AT 3',9'AND 26-3/8'FROM (5)PER LEAF GAN.3S.`n TOP AND BOTTOM AT 6', 12'.35',63-1/2'AND 92-1/2'FROM TOP OF DOOR r drawing no. NOTE:TOP AND BOTTOM FLUSH BOLTS MUST BE1 W04-01 ENGAGED DURING PERIODS OF HURRICANE WARNING. FEB I (sheet 2 of 5) TYPICAL ANCHORS TYPICAL ANCHORS WOOD BUCK SEE ELEVATIONS TYPICAL ANCHORS �Y SEE ELEVATIONSAL FOR SPACING SEE EI.EVATICNS STRUCTURE FOR SPACING FOR SPACING Z F J EDGE DIST. F�I T 0 13 TYPICAL ANCHORS 3, \ACCESS HOLES SEE ELEVAmoms •'gj_ WITH PLUGS FOR SPACING Q g T 4 1 F�OER SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH O€ RATING ANO DETAILS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND -� n 2 4 II TRANSFER THEM TO THE BUILDING STRUCTURE. v I � U • !• I h iTYPTCAT, ANCHORS: SEE ELEV.FOR SPACING ? ^ 1 --'h----+ " • u-177 KSI.Fy-155 K9) f11 w r j m ----` --- ' lJ • • • • • •• i i� INTO 2 OR WOOD STRUCTURES r7 ••• •• !$ • © ,N N1 1-3/8" MIN. D o • • O • i I• • IN 11 Nw'i *1 0 00o f+ ' ��____ �� HRU 1BY BUCKS INTO CONIC. OR MASONRY w Q r n ••• •• ' I' • -- -----------i Z m m • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY z N�$ • 000 DIREC =^ g' • 1"y 13 �1AIAM1-DADE COUNTY U WE 5 APPROVED MULLION PRYDBCT40"" 1-1/4" MIN. EMBED INTO CONC. OR MASONRY w _ • • • , • SEE SEPARATE NOA O Z • n,FI�ANCH01ni6Cr�-`s�c,,�� fj14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) N •• •! • •••• • ••• 13 SEE E1.EV.FOR SPACING INTO MIAMI-DADE COUNTY APPROVED MULLIONS � � t� • • ••• • •• c.��, I,•i, , INTO METAL STRUCTURES o •• • • • ••• ° STEEL : 1/8'THK. MIN. (Fy m 36 KSI MIN.) I , ALUMINUM/ 1/8" THK. MIN. (6063-T5 MIN.) :0. •• • • ••• 7 2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • 0.00.0 • • 7 •• • • TYPICAL EDGE DISTANCE c R ••• • • • INTO CONCRETE AND MASONRY = 2-1/2" MIN. a 1? 0.000• • • ge X 1/2"SMS P�EIOW� m(b.roww INTO WOOD STRUCTURE 1" MIN. o 3"FROM ENDS INTO METAL STRUCTURE = 3/4" MIN. AND lo"O.C.MAX. M�ryMgse R•,12LD2G ••.^.� 3 Ryk1/A•wIM� CONCRETE AT HEAD.SILL OR JAMBS re 3000 PSI MIN. (a)912 X 1"SMS C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MW. NMI$C3 2 AT 2"O.C.MAX J'` r 0 g o o �-\ AT CENTER OF SRL SEALANTS: �<m v ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH o 13 RFAO.AT ADSEL OR TEKNA 50729 SEALANTS. S DOUBLE(XX)DOORS sY 13 ONLY Engr JAVAD GAN.3578 c 3 mai osr. a drawing no. TYPICAL ANCHORS r�. WO4-01 SEE ELEV.FOR SPACING �L� O 1 2012 r (sheet 3 o/ 5) r' l 1/4°MAX, z j SHIM SPACE 1/4'MAX. 1/4'MAX. SHIM N'" O a L HMETAL GA a O 1 (2)88%35JM45' � STRUCTURE � H TYPICAL ANCHORS 20R WOOD BU Fwo ACTIVE LEAF FOUR ANG $ ' Q 13 - 13 Cf Q TYPICAL ANCHORS 8 ! SEE ELEV. 9 FOR SPACWG a t2 EXTERIOR1G 0 11 TYPICAL ANCHORS 2 Y DL OPC. 13 SEE ELEV. FOR SPACING v PRODUCT 3cngn-a Z id LEAF VRDTH uaomptytngMtD16 Op g • •• �1�toile o fA g of Aowpt>t�aNa Jw_.,z� ,r�� !J rt.J • • s•i •• • •• - FRAME WIDTH 13>ipt�tpoti p4y p`:rr• -3 U V M M y ••• •• • s t SINGLE DOOR C w •••!IM-DARE COUNTY •f• •• t APR$OVED MULMON • • SEE SEPARATE MOA t • E U• Z N m • • •It• • g1 1/4'MAX. U �ib • 55 000 •• • •• •• �i---'-'I i 1 F SHIM ��JJ Uj ,I 0^ • • • • f 11 1� 1� C) F"2 7 •• •• _1�!_1___ ••�• • I V1000 SUCK ! w •• •• FesNOR U ••• I i ACTIVE LEAFv : cli INACTIVE LEAF • • RATGJD'014141DETAILS 0 ••• I 8 ••• •• Ijj1 II I 13 iB 00o I 1 • _ - •• $0 Gil I I i .._.._.:_: ° pp 09 W--- - '. TYPICAL XHORS 0 99 • • O SEE SPACING 1 • FOR SPACING 13 D.LO. ° t 1 2 7EXTERIOR \(2) 9e%3/4• O.L OPG. SMS e SO �1LEAF WIDTH ryLEAF Ynonj s m FRAME VnOTH 0 ROUBLE DOOR Lftr.MAD AHMao' ; vMODUCf wMa.Re�M� FC.P f7OBG2we o n 1 / gg ,gI eaft we. � � ! CG�I 2U1Z' drowio W04-01 3.937 10 QQQ�i u .070 1III 10 1.81 4 ❑�� 2.658 II �s�Jt s 1.772 O DOOR FRAME I U N t.n1— I I I I °0 3.873 a 2.530 I .070 O .91I 2.819 ° I 1.024 3 g 2.047 2 FRAME TOP CORNER (fj V • O R LEAF W W w • • ••• •�2� • •••: 14 � •• ••• • •• •• / 3 0 .w g • C7/ 4U! w i6 ••• •• .011, . •• •1 �• a•,tlp o Fzo •• •• 3.177 66 • 2.•0•• •• r o so :0010: I - • s 1.e,s6 6666•• • ••• • • 60.00• • •DOpR 466 BOARD •6 • • • o 0004,00 • • • 2,402 38 • • 4 � I�AQgg .059 1.417 1.764 .083 8 M�pheu IN 2-c.c� ,.c .571 FRAME 80TTOM CORNER ]JI 11 ur.E .744 �� F=--1.772-�I _.g91 LEAF CORNERS a m u O FRAME SILL U ASTRAGAL STILE 2.000FCmL L 70892 1.000 r _ �--'�� CAN. 000 1. --J .09a .846 -� rl ,l GUfZO .030 1.016 � O SILL BASE O GIA71NG BEAD (sheat 5 of 5) Miami Shores Village Building Department JUL� s 2015 ' 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 2$ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 LD BUILDING Master Permit No. W 5 PERMIT APPLICATION Sub Permit No. �1113UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL r—JPLUMBING F-] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: q7 5T-' City: Miami Shores County: Miami Dade Zip: 33 13c Folio/Parcel#: 11 • 3ZO(O• OI 3. 7-5t4C7 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): L.aueE=L- I''ICLAQ(3HiE::V Phone#: Address: 12(0 NE Cl1 5t'• City: r'I ID rnl 5H0eGt5 State: FL- Zip: 3308 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: FLOe'DA � ioP2oy� ^UT ' Phone#: Address: 40-10 5•Uj• '30A13E City: 44 0 LAA W°QD State: fu Zip: 333 9 z Qualifier Name: W�`l tJE T• bu ZNE7F Phone#: q 54 1qZU 4 t- State Certification or Registration#: C-CiL-(D(_'l aq 0 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 311 280 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New `® Repair/Replace ❑ Demolition Description of Work: Er=7PL-DL'Z-- )� wI NO0W5 t LAD 3 D00e-5 W 9 I r►PAcu 5e ZF:�7 F01_51ze Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ 19• CO/CC$ Scanning Fee$ / Radon Fee$ �j o �� PDBPR$ • Notary$ Technology Fee$ ?_S)< ©� Training/Education Fee$ fi•��0 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ?c Signatu OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 80 day of A�-y 120 �5 by Iy day of J�L'd 20 15 by t-AQeEL- Mt.A`,XL'+-ICW ,who is personally known to t � ,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 and wPa 'd take an oath. NOTARY PUBLIC: NOTARY PUB t1- a Sign: Sign: Print: /�!'! 7/O {�.lOZiC�i�»�.e'� Print: EEig AN 1 ONIO HERIWWGL Seal: Seal: p1FE5.0ep„blwUndec""dets * * MY COMMISSION t FF 164915 =_ _ edtrNNO EXPIRES:October 1,2018 X9r 0 '°1°° Bonded Thru Budget Notary 6 nom <****�x�e«*�*+ Izzl ,� APPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 . . . OFFICE O AHE PROPERTY AITRAISER Summary Report Generated On:6/11/2015 Property Information Folio: 11-3206-013-2540 _ ti Property Address: 126 NE 97 ST Owner LAUREL L MCLAUGHEN Mailing Address 126 NE 97 ST MIAMI SHORES,FL 33138-2333 M f/�r' * � . Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE i Primary Land Use FAMILY:1 UNIT Beds/Baths/Half 4/2/0 Floors 1 = Living Units 1 Actual Area 2,290 Sq.Ft , � - Living Area 1,930 Sq.Ft Adjusted Area 2,012 Sq.Ft Lot Size 9,200 Sq.Ft Taxable Value Information Year Built 1949 2015 2014 2013 Assessment Information County Exemption Value $50,500 $50,500 $50,500 Year 2015 2014 2013 Taxable Value $84,988 $83,913 $81,927 Land Value $175,021 $175,021 $119,950 Building Value $142,990 $139,515 $139,736 School Board XF Value $1,565 $1,578 $1,592 Exemption Value $25,500 $25,500 $25,500 - ----- - -- ----- Taxable Value $109,988 $108,913 $106,927 Market Value $319,576 $316,114 $261,278 City Assessed Value $135,488 $134,413 $132,427 Exemption Value $50,500 $50,500 $50,500 Benefits Information Taxable Value 1 $84,988 $83,913 $81,927 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $50,500 $50,500 $50,500 Cap Reduction $184,088 $181,701 $128,851 Taxable Value $84,988 $83,913 $81,927 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Homestead Previous OR Book- Sale PriceOR Qualification Description Widow Exemption $500 $500 $500 Page Note:Not all benefits are applicable to all Taxable Values(i.e.County, 06/01/1991 $99,900 150841219 2008 and prior year sales;Qual by School Board,City,Regional). exam of deed 06/01/1987 $95,700 13333-0439 2008 and prior year sales;Qual by Short Legal Description exam of deed 1534165342 12/01/1983 $83,000 12012-1405 2008 and prior year sales;Qual by MIAMI SHORES SEC 1 AMD PB 10-70 exam of deed 11!01/1975 $76,000 00000- �2008and prior year sales;Qual by LOT 10&W5FT LOT 9&E1/2 LOT 11 00000 exam of deed BLK 19 LOT SIZE IRREGULAR The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.govfiinfb/disclaimer.asp http://www.miamidade.gov/propertysearch/ 6/11/2015 5 C' Spedalty Engineed g Consultants,Inc. aeEs,, Wind Velocttes In South Florida C, IV 5 1588 SW 30 Avenue,Suite 020 i�-v''Beach,FL 334328 �' Dnde Browani Palm Beach FL.CA#009217 L Rink Cat.1 165 1546 156 Inw rinktolu-farms,sheds Riak Cat.2 175 17U 170 Single Famil RcaiJ Tn;cs fi 4 \1 bit •c;>�, Riak CW.3&4 196 18u I8U Bsttmlial F'mililiea P q h �GCP-GCP i 1 Intslucsons and limitations of Use 1 Charts provWe wind pressures based on the mean roof height And shall not exceed 60'-0'. 2 Design pressures are for an enclosed bultindin (shutters or other im d resistance protection required). V(mph) 175 1620 F13C for 14VM or Fig.26.5-1 s 3 User shall determine the mean roof heigh Eave height+Root Peaky2. Risk CWtegory 11 Tabic 1.5-I,page 2 4 End zone distance Is the lessor of 10%of lengM,10%of width,or 40%of the mean roof height and not less than 3'-0' FxFuuaurc C Sian 26.7 5 If 50%of a component Is N e particular zone then that component Is considered to be in zone with the majority of the area.If uestlonable then lace In Zone 5 Kd 0.8.5 Table 26.61,page 250 8 Eech com nent,window door muifion has a tribute area that Is area to be used.Area of components to rounded down but shall not be leas than 10 at. Kn 1 Figure 26.8-1,page 252 7 For NOA's that vire a Kd=1.0 Nen multi I the values Bated herein b 1.18. OCpi 0.18 -0.18 0.55 8 Wind pressures are based on Allowable stress des$gn. pitch of roof 3/12 14.0 degrees 9 n pressures fisted herein ere valid for res B and C and a re D.max roof hal ht 30 Ilam 14.0 di-greea 10 Charts and values listed herein ere onl wild when signed,dated end sealed Ga McDou le PE#58214 or Mark LeBlanc PE#35683 11 Wind design n ressures ere calculated N aecordence with ASCE 7-10,Method 2 12 INo reduction is taken for slopes less than 10 degrees. Arw of can mens Area of co ant Area of can t Mee of com 1 Area of 1 A-of can 1 Area of 1 Area of eemi t Mea oCeo t Arca of eom 1 Ana of twm rmmt 120 of 15 0 of 20.0 sf 25 0 of 30.0 of 35.0 of 40.0 of 45 0 of 50.0 a-f 55.0 of 60.0 of Mean Itcof I I one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 • • • 45.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 •••••• •• •-43.4 -3.6 4 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 • • 4016 •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 •••••• 1•• • 0 -4.4 -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 il.l• •39.839.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.8 36.8 36.3 36.3 35.9 35.9 •• 17 • -44.6 Sf1• •743.4 1 -52.7 -42.9 -51.9 42.5 -51.1 42.1 -50.4 41.7 49.6 41.3 - 48.8 40.8 48.0 40.4 47.2 40.0 46.4 -39.6 45.7 •••••• • •41.6 4 W ••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 ••••• • 45.1 !.i5.7 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 1 47.8 40.5 1 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 ••••• 5.7 -50A 0 0 44.4 -54.0 43.9 1 -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 • • • 62.6 4j1Cy•• 41.2 41.2 40.7 40.7 403 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 1 41.0 47.2 43.0 4.O. 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 •••••• } 1 46.6 •57.5••045.3 -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 • • • 9 43.4 043.4 0 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 47.1 058.7 045.8 -55.6 45.3 -54.8 44.9 -54.0 44.4 -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 • J3.8 4.8 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 29-11-47.5 -58.7 46.2 -56.2 45.8 -55.3 1 45.3 -54.5 -44.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -51.2 43.1 -50.3 42.6 49.5 42.2 48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 48.0 -59.2 46.6 -56.7 46.2 -55.8 45.7 1 -55.0 45.3 -54.1 44.8 -53.3 44.4 -52.5 43.9 -51.6 43.5 1 -50.8 43.0 49.9 42.6 49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 1 48.4 1 -59.7 47.0 -57.2 46.6 -56.3 46.1 -55.5 45.7 -54.6 45.2 -53.8 44.7 -52.9 44.3 -52.1 43.8 -51.2 43.4 -50.4 42.9 49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 48.8 -60.2 1 47.4 1 -57.6 47.0 -56.8 46.5 -55.9 46.0 -55.1 45.6 -54.2 45.1 -53.4 44.7 -52.5 44.2 -51.6 43.7 1 -50.8 43.3 1 49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.5 40.5 40.0 - 40.0 39.6 39.6 27 49.2 -60.7 47.8 -58.1 47.3 -57.2 46.9 -56.4 46.4 -55.5 45.9 -54.6 1 45.5 -53.8 45.0 -52.9 44.6 -52.0 44.1 -51.2 43.6 -50.3 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 .42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 '39.9 - 39.9 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 -56.8 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 44.4 - -51.6 -440 --30.7. 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7- - 40.7., <4b.2,a 40.2.,E 29 1 49.9 -61.6 48.5 -59.0 48.0 -58.1 47.6 1 -57.2 471 -56.3 46.6 1 -55.5 46.2 1 -54.6 45.7 -53.7 45.2 -52.8 44.8- 045. j '`-Sf.6- 46.3 46.3 44.9 44.9 44.4 -44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9' `40:9 40.5 S 0 -50. - 8 9 -59.4 48.4 -58. 17 5 47.9 -57.6 47.4 -56.8 47.0 -55.9 46.5 -55.0 46.0 -54.1 45.6 -53.2 45.1 -5 .3 - 1' F lVi+ami SC7ores Viii ,, 1 y f3 ado _`t Ft BY r d ®ATS A , rPY 2�15 0 2z. r y CO CO,tiTPLIANCE WITH ALL FEDERAL - � � 1 - - , nI INT-Y'nIJI FS AND RF('- _ , ,il i MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:135o NE 102 ST MIAMI SHORES FL 33138 Permit No. Opening Window,Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 WINDOW FL16177.1 +70.0 -70.0 +40.1 -43.4 35 3/4 x 49 5/8 NO 1 x 3 YES 2 36 x 49 5/8 .l, FL9520.1 .l. 3 35 3/4 x 49 5/8 (+/-80) .l. 4 FL16736.1 +60.0 -60.0 36 x 37 .l• .I. 5 56 5/8 x 491/2 6e •�i• -53.6 J/ : • ••'7 • • •L .L •L .L -43.4 24 x 35 ...•.• . . . . '8 . •L ;• .L .� .L .� -53.6 56 5/8 x 49 5/8 �, y ••9.•• •• '•" FL16177.1 +70.0 -70.0 .L -43.4 36 x 49 5/8 •��•• •...�.: "•• �, �, 18 5/8 x 49 5/8 2 x 4was ...... 11 DOOR •••• 12-0516.02 +75.0 -75.0 321/8 x 82 5/8 .L 14-1105.01 •• . •••• 42 3J1l aow .. FL16177.1 +70.0 -70.0 .L 18 5/8 x 49 5/8 .j, (+/-170) .L ..13•• '...�V' • FI-16736.1 +60.0 -60.0 �, -53.6 72 7/8 x 615/8 14 DOOR FL11103.1 741/2 x 81 15 1� 62 x 801/2 16 WINDOW FL16736.1 72 3/4 x 24 7/8 17 541/2 x 615/8 .L 1 x 3 .j. 18 FL9520.1 .j. 19 -43.4 52 x 37 3/8 .L •L 20 .j. FL13010.4 +55.0 -55.0 451/4 x 331/2 a '•�' � � i--• f F 1�1 a _ � -�I— I Li V. r—777117 -76 f 4— a ML i• _ SIT � : a LA , t - _ _M a -Y- .;- -1.._.�.- .�_ .! • S i i-.••: '_"'r-.- -�• r ----._.. •_.._. _ _ r_. S j f r T • • -M�-A • rv,�fraJn mc—II so Ifiv1Ot VMWN SQOl3 vpwAN GVM VM BWVN S.Mvdwrm t� b/ 9 rs�v1 • _ . .. ted, • • MUSNIMMW ••i i•segos �,t • . •• •• ... . . . ... . . Florida Building Code Online Pagel of 3 ram flQrida Departrr�nta BQS Hpme LM tri I UW ReosftWn Hot TOp.6 I Submu surcherge Sorts&Facts btr cJ;. I r:c yti-�i. I search IMM 11 Busines Professial Product Approval UWUSER:Public Regulation PrWUa Approval Menu> >Appliratn�>Applhodon DMH FL# 13010-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.oc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.ec Quality Assurance Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.TUTner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 2 Validation Checkllst-Hardcopy Received Certificate of Independence FL13010 R3 COI EvalRep CWS-3738(PW-8300.120x48.IMP).odf •• ••• • • • • • •• Referenced Standard and Year(U.Standgrti)•• •• YME • • • • •I 1A MNgA 101/I.S.2/A440-05 2005 •• ••• •• AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 • ••• • •STM E188Cr05 . 2005 • • • • • t"E1999•'-09 2005 00 i• o f %TAS X0!/201/203 1994 ••• • •• • ••• • ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr � ,Vtl.t*pR.?parW: wGSVXQwtDgvQEb8FF,H60... 6/24/2015 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sectlons from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Data Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Descrlption 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC F!g/Fin Fixed Window,361 x 721. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13010 R3 II CWS-433B lPW 8150.36x72.IMPLindf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistaft Yes Created by Independent Third Party:Yes Design Pressures+75/-75 Evaluation Reports Others PW-8150,36e x 72g,DP=+/-75 psf.Large Mlsslle FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalRen CWS-433B(PW-8150.36x72. Glass complies to ASTM E1300-04. IMP).odf FL13010 R3 AE Quanex(Mlkron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13010 R3 II CWS-5108(PW-8150.CONTHDSL Approveed for use owe HVHZ:Yes IMP).odf Imped Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes Other:Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8° Evaluation Reports x 72".Outer lite must be safety glass above 30 ft.in HVHZ. FL13010 R3 AE DuPont PVB NOA 13-0129 27.n d Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep CUS-5105(PW-8150. CONTHDSL.IMP).txif FU3010 R3 AE Ouanex(Mikronl NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,1201 x 48". Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13010 R3 11 CW5-373B(PW-8300. 120x48.IMP). Approved for use outside HVHZs Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other.PW-8300,120°x 48",DP=+/-70 psf.Large FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf Missile Impact.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-373B(PW-8300. 120x48. IMP).ndf FL13010 R3 AE Quanex(Mikron)NOA 12-1017 02.pdf Created by Independent Thlyd Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. Limits of Use Installation Instructions Approved for use In HVHZs Yes FL13010 R3 II CWS-159D(PW-83Do.72x76.IMP).PAf Approved for use outside HVHZ:Yes Verifled By:Lucas A.Turner 58201 Impact Resistantz Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Others Large Missile Impact,See Installation Drawings for FL13010 R3 AE DuPont PV8 NOA 13-0129 27.ndf Max.size and DP's.Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02.rA ft In HVHZ.Glass complies to A$Yal F4$Qp-13,4.• • • a i 10 3og�AE EvalReo CWS-159D(PW-8300.72x76. • • • • • • • 1df • • •• • • • 10 3 Quanex f f •• •i i i i i i• CreZWd by Independent Third Party:Yes 0 • ••• • ••• • • • [§hta[i Rs1;1940 NAS tr!.Saf10lahM ti12Myhone:85 87-1834 �t�a •• • ••• • The State of Florida Is an ANEEO empbyer.Copyright 2007-2013 State of Florida.::prlvM 5=m ::A. itlaty Statement:;g ••• • • • • ••• • • • • • • • • • • http://www.floridabuilding.org/nr/pr� Vtl.t*pR.?pagnl;wQSVXQwtDgvQEbSFEH60... 6/24/2015 Florida Building Code Online Page 3 of 3 • under Florida low,¢mall addresses are pub8c records,If you do not want►roar e-rra0 address released In response to a public-records request,do not send electronic more to"entity.Instead,reread the office by phone or by traditional mall.n you have arty questions,please contact 850.487.L395.•pursuant to section 455.275(1).Fla7tla Statutes,effective October 1,2012,8rensee8 Awraed under Chapter 455,F.S.rnust provide the Departm . with an email eddresa ff they have ons.The emUs provided rimy be used for official mmmunicetion with the 9oeraee.However emall addresses are public record.tf you do rat wish m supply a personal address,Please provide the Deparimem with an emaff address which can be made available to the"Ic.To determine V you ars a licensee undo Chapter 455,F.S.,ptem Milk h=L, Product Approved Accepter KI Mom •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • •• • • •• • • • • • ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr -Up�t7pa=. r 21 * OtVXQwtDgvQEb8FEH60... 6/24/2015 + URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING,INC. F13PE C.O.A.#29779 Evaluation Report 159D April 18,2015 Product Description: Senes 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 7T'x 76"unit size DP67.5(DP65 outside HVHZ) Manufacturer. Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 5* Edition(2014)Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-159D,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-395401 and-IA,and NCTL-210-3955-01 and-IA,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA I01/I.S.2/A440-08,ASTM 131886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-IA and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159D,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159D. Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dade NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.271 in DP55 units • Requires Quanex(M ikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and fmd that they comply with the requirements of the 5'h Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing araprcwal prooes hof tris product. AVfjEtV ••• •:• ••• ZZ No 5$201 wo *00 • • • :0i : 4/18/2015 o ; � •• . . • . : ••• •• t 9MAI ti. of t+rub: Lucas A. Turner,P.E. �'•i�fl't4 •.;+ Q RI p P,.'N+ �' FL PE#58201 • • • • • • i OfSAI. * Lucas A Turner i • i i•i i .+i1�Sr��t+�t 2015-04-18 22:13-04:00 • •• •• • • • •• •• ••• • • • ••• • • ICTURE WINDOW - LARGE MISSILE IMPACT GENERAL°10lES;- 1.THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED WlND0 M=rMffl TO COMPLY W ITH THE FLORO)A BUILDING CODE(FSC}CURRENT 1900 SW 44TH AVE. EDITION INCLUDWO THE HICNIi VELOCITY HURRINCANE ZONE(HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. WWWCWS.CO 49 V4• 731W 2.GLAZING OPTIONS:(SEE SHEET 3) PVC MAX.OVERALL RANGE WIDTH MAX OVERALL FLANGE WIDTH sm 3 CONFIGURATIONS O-. ARCHITECTURAL SHAPES INCLUDE.BUT ARE MAX UNIT WIDTH MAX,UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2 PICTURE WINDOW d51 D w 1fi4_DESIGN RATING: IMPACT m. OLA88 DLO A�DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ———— —————— GLASS TABLES ASTM E-1300-04. 1 ——————— —— I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E•130044. o o 771141 ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USEDLu g p MAXOVERALL IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR uue K 79 Or • I FLANGE I DETAILS. W INDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD m MAX • HEIGHT I I ANCHOR CALCULATIONS. OVWALL Be • I� 1 • • • • I i 1 a PRODUCT APPROVED FOR IMPACT RESISTANCE_SHUTTERS ARE NOT • •• • • I �' REWIRED. N �j .• ••• • • • • MAX QU ¢ O • 72• I • • I UNIT I O 1 7.ALL FRAMES ARE FULLYWELDED. 1' • MAX •I •• •• I HEIGHT I I p o tr UNIT 1 I I a SERIES/MODEL DESIGNATION PW4KM. HEIF •• •• GHT • •• •• 9.Tg • •• •• •• i••••• i I 73118-I HE DESIGNATION X AND O STAND FOR THE FOLLOW INC: � � o I • • 891Ai° DGLO _I I O FIXED BASH_ O U m • •• • 0000 I e D10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR • •• • • e 1 1 pn.ngi � • • • •••• I LOCATION. a#k 1 0000•• 1 0 GEN • •- (� i� • • 1 0000•• I 1 9 I5B^�01 � sL Z N6 •0 ••• ••• A-- '.A ----- --- — LucesA Turner 5*0= * :*� ••••• 2015-04-11 93 STATE OFI AU 15:04-04:D0 �y°+n�.,��0 A O`��a zz 4/1112015 LUCAS A.TURNER,P.E. FL PE ZIT'58201 1239 JASARA AVE NORTH PORT,FL 34268 PH.941-360-1574 OHM DeScpj-Tm: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATION&......t k0�110;N =; RATING IMPACT RATING DAT ARCHRECTURALSHAPES..................2 +/-555 PSF ADE 05/05/07 GLAZING DETAU-..... .....................3EXEX�IONS&B o M........ :................6 - LARGE MISSILE IMPACT r. REV ANCHOR SCHEDULE&NOTES.........6.7 CWS-159 D INSTALLATION DETAILS.--..................8 +/-87.5 PSF SCALE SHEET 1:20 .1 8 ISM SW 44TH AVE. OCALA,FLORIDA 94474 W W W.CWS.CC 83W PVC PICTURE WINDOW a n e� �eee rYara ! IMPACT FULL f9Qt_I F ma---no • •••• • e 353 LLYIIjjS • • • O U m ¢ Z cc ••••• • •••• Npttur4Np4i • • • • •••• TAGM rr, v�G4 HSS Lip ��• • • • •s.••• p�ApE7�p Z.ai:�Ne 58201 ��*'• S • • ••• : •:00::*• • "9� STATE OF �4ir • • ti+/tpMaM� 1.SEE SHEETS 6 8 7 FOR DETAILED ANCHOR INSTALLATION REOUIREMENTS. Z+� 2.THRU FRAME.MASONRY,WOOD OR METAL OPENING. 4111/2015 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3 OVERALL SSE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201 RECTANGULAR WINDOWS ON SHEET 1. 1 MS JABARA AVE. NORTHPH.941.180-1574 4.ANCHOR SPACING FOR AF�HITECTUAL FLANGE AND FIN WINDOWS L� �J MUST FOLLOWMEATHE LAYOUTSED ALONG HE GON SHEETS 7H OWN THE 88&7.WITH ANCHOR IPTIM: SPAC1!4 49i�L E T. ARCHITECTURAL SHAPES DAA ADE 05105107 CWS-159 D SHEET 1:1 2OF8 WWDOWMTEM�53 ISM SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT e � tu 1"OVERALL V OVERALL F- ¢ ¢ m 3175"ANNEALED or TEMPERED 3148'HEAT 87F ENGTH or TPMPERED w O • •• WAlq SPACE 318"AIRSPACE o o e y • a• ••: •� • •• 5115"LAMINATED —711W LAMI Glass w z • •••• W¢ • • • �•• • 1f8"ANNEALED 3118•HEAT STRENGTH •••••• • •••• • • • • A90 DUPONT PVB OVTERIAYEFt .090 SENTRY GLA88 IONOPlABT INTERLAYER • • • g w • • •••••• 118•ANNEALED 8h 5"HEAT STRENGTH ? O •••••• • ••• ••• •• O V m ¢O • • • •• •••• 000000 e PURFECT GLAZE"H" a PURFECTOLAZE"W z ••• SIKAFLEX 552 SIKAFLEX 552 pst>nuq • • ••••: •••• •.•••e • • • ❑ 1PlGLASS 8rTE ••i•••• • 1 ❑ IV GLASS SITE �Qr .•A�E F r""a'I- • ' F •+7janfifi3 • . 73: ns• sazot t •••o•• •• 00 00 *• * *~ • • ••• • • t 1 S„71 t ®TATE A L1P f�w .,GSL• *r� 0000 GLASS TYPE A GLASS TYPE B �� 4/11P2015 LUCAS A.TURNER,P.E. FL PE$58201 1239 JABARA AVE, NORTH PORT,FL 34288 PH.941.38D-1574 N: GLAZING DETAILS GLASS MA S oq, TYPE W x H ADE 05/05/07 DP+/-55 A Q X 72 CWS.158 D OP+/-67.5 B 72 X76 SHEET 1:1 30F8 0.YLKILvvimxywm criesm 1800 SW 44TH AVE OCALA.FLORIDA 34474 www.cm.cc INTERIOR 7 6 s 9 s 6 sm PVC s s PICTURE WINDOW 7 IMPACT 7 D IIl^l��] D eo U u pWo O T 6 9 SECTION VIEW B-B y . . .. 0000.. . . • • 0••000 a INTERIOR 00•00•. . •• •• 09 • • • • . O U m Q 00000 0009 000000 Z 0000• ••9.•: •99••• ��r,�`•�DREby�hi� •0••0• • • 0 1,01 ... 3. N9 581 .. ..• *= • •.• • • 8 �aS STATE OF 0000•• 0000 • '�.�titi'e[ p�:•°?3' 0 0000•rp 1 �yiEl'pMAL�I:�`� 2 s 4/11/20 LUCAS A.TURNER,P.E. O -- FL PE#56201 1238 JABARA AVE. NORTH PORT.FL 34286 7 6 PH.941380-1574 RJN: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME uaTE ADE 05/05107 r. q .: CWS-159 D SHEET 1:1.33 40F8 PARTS LIST ITEM PART# DESCRIPTION VENDOR MATERIAL % 1 H-60068 FRAME,PW,MAIN, HEAD MIKRON a PVC I9MSW "HAVE. 2 H-60068 FRAME,PW,MAIN, SILL MIKRON PVC OCALA,FLORDAU474 3 H-60MB FRAME,PW,MAIN,L JAMB MIKRON PVC . www.cws-cc 4 H-6006B FRAME, PW,MAIN,R.JAMB MIKRON PVC c�FwElwanlau s�s1 8�D PVC 5 H-6WSA FRAME, PW,MAIN,FOV MIKRON PVC WALE t9 PICTURE WIN�W 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK.,85 DUR., 1/8"x 5/8"x 2"LG. FRANK LOWS RUBBER 8 PURFECT GLAZE"H",SIKAFLEX 552 HENKEL/SIKA SILICONE 9 P-3752 CAP PLUG, 1/2"HOLE M&M SILICONE S a 10 S-6064 JF& BE.,FXD.(1 O.A. I.G.) MIKRON PVC 11 1 GLASS ISEE SHEET 3 L a 3 1/8• 3 t/8" Q • •• •••••• 1 2 3 4 5 aZ • �� • ne' ..•..• .. 211116% tne^ t ••••• •••• • •• ••••• • • r 27fB R�PS EW�T•i�i • •••••• NO 58201 '•.% • � 1112° *_ • • PVC FRAME FLANGE-H-W06B • • ••• • •• r,S .t� STATE OF • • • • SQFi1 tr •• ••• •••• • • •....• %s •.4.°o Q. r PVC FRAME FIN-H-6006A bN►m�1s`- }- Ile z--z 4/1112015 VIe LUCAS A.TURNER,P.E.1 1fC FLPE#58201 1239 JARARA AVE 3n1r 8 NORTH PORT,FL 34288 PH.941-380.1574 PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS a B.O.M. ummoy. DATEF ADE 05/05/07 CWS-159 D 1:1 SHEET 50F8 14'MAX.O.C.(7YP.1 200wmnmmta 4•MAX VWJ B'MAK O.C'(TYP.)8'MAK(TYP.) SEE NOTE 2 4'MAX(TYP► WE NOTI3 z 1SD0 SW 44TH AVE. ('MAX OW.) OCALA,FLORIDA 34474 -- — ———— WWW.CWB.CC I I 83W Pvc I I j MMAXO.C. I I PICTURE WINDOW INSTALLATION IMSX {O MP.) IMPACTtr ANCHOR(TYP.) MAX O.C. I 12 I 0 0} I I � waam e •• I I I � ro` t0—n • • • ¢ 0 1 .00••• 6 I I �' • 6.6.6i • • I II u! • 0000•• • • • • — • • 0000•• _ � _ R C •• ••• a •• •• •• - - FI D V!d st Z • 6 • • • DP�/65 F MOWN BB Pl3F 0000• 0000 0606•• • • ttttlttgty •666• • •66• �•aPr1DRE4y t�i4 •660•• • • �� +Qy4 • • • • 666• [r • • • ••.••• He 5E201 •• ••• 6 • • S tiS OTE8: • ••• • •• �9Qti STATE OF f�� •• 1•II FALLONF6 t A AT EACH IOSTALL/�170N LOCATION.ANCHOR SPACI G APPM TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. yZ�F ••• ei�h@NRA; 2 SHIM AS REO AT FA H INSTALLATION ANCHOR USING LOAD BEARING SHIMS. mAx ALLOWABLE SHIM STACK TO BE 114°. USE SHINS WHERE SPACE GREATER THAN 1118'IS PRESENT.LOAD BEAPM SHIMS SHALL Be ` CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SW,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8 4111=16 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL ORCOAT WG. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE$58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W ITH ANCHOR MANUFACTURE"INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.541-3SD-1574 EMBEDMENT TO TE SHALL BE 8.ANCHOR INSTALLATIONS TOO SOLID SCONCRREETE OR GROUT-FILLED k4ll MAY INCLUWALL UDDE BUT OR STUCCO.�REOURE 1X WOOD BUCKS BETR CONCRETE/CMUI WEEN THE PRODUCT D SUBSTRATE EMBEDMENT SHALL BE BEYOND 0 BUCK,FF USED,INTO SUBSTRATE ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL HE MAINTAINED BETWEEN ALL FASTENERS:T FOR MASONRY,1'FOR WOOD AND METAL 8 WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL HE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD D INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE ADE 05!05107 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH RECU1REMENTS AS SHOWN IN TABLET,SHEET 8.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, CWS 169 D 9,SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA 10I(FIN WINDOWS),FMA/AAMA 2I0(FlANGE WINDOWS), FWVWDMA250(BOX WINDOWS)FMAIAAMAtWDMA 300(EXTERIOR DOORSHEETS) 120 8 OF 8 a MAX(TYP.) r MAX O.C.(IYP.) r MAX(TYPJ 7 Wr MAX O.C.ITYP.) SEE NOTE 2 4•MAX(TYP,)– SEE NOTE 2 190D SW 44TH AVE G*MAX(TMPD OCALA,FLORDA34474 WWW.CWS.CC I I ----- 83M PVC 1 r I I PICTURE WINDOW O.C. f D.C. I I IMPACT I I I I maw Iia I INSTALLATION l INSTALLATION I ANCHOR(TYP.) I I � ANCHOR('IVP) 0-iA Lu s m • s I I i O N � :sees: ••• • • I s •• •s• • • • Io • (Ws • s I s s • Bill IL O• —s --`-- ---- I --- --- —��— •: so m • ••• •s•e ••e••• • • • ••• ANCHOR LAYOUT-fFLANJ'iEI ANCHOR LAYOUT-(FlM ,,��rpm� • •••• DP h BD PSF OP+/-65 Pw ,44 DRE ?"'I'S" •• too: 000so settees j Ne 58281 'y' •• •s• so • • • i v: • NOTES: • ••• • see. p 4 STATE OF 1,&J • so • 1 INSTALL US 144IN AT EACH I&STALLATICN LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES.SILL ANCHOR SPACING SAME AS HEAD. ...0 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEAR%NG SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'.USE SHIMS WHERE SPACE GREATER THAN 1/1('IS PRESENT. LOAD BEARING SHIMS SHALL BE �+honi CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 07— 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET& 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESS URETREATED WOOD MUST LUCAS A.TURNER.P.E. BE PROTECTED TO PREVENT REACTION. FL PE 9 55201 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMNORTH��'R 342✓ SPECIFIED 94 TABLE 1,SHEET 8. PH.941 RT,FIL 74 sFiEET 8. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRElT3CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE, INSTALLATIONS TO SOLID CONCRETE OR GROUT-FlLLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:31 FOR MASONRY,1•FOR WOOD AND METAL DRAWN Br. S.WOOD MASONRY OPENINGS BUCKS AND BUCK FASTENERS SHALL.BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER W IND LOADS TO THE STRUCTURE. 05/05/07 t: ADE SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS 6H�UN W TABLET,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 - D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(PLANGE WINDOWS), FMAWDMA 260(BOX WINDOWS).FMA/AAMAWDMA 300(EXTERIOR DOORSI 120 7 OF B MIK EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE 114•MAX SLUM SEI:TABLE 1 + MIL EDGE 6187. DIET. SEE TABLE 1 gay p � 1600 SW 44TH AVE. SEE TABLE 1/4`MAkPERRIETER �SEE TABLE I WWW.CNt3.� 34474 SUBSTRATE BY OTHERAp MW.EDGE DIST_ SEE TABLE 1 SEE TABLE 1DMENT PVC 00, PERAbIETER SEALANTE 1 fNSTALLATWN ANCiOR am N9M OUT BY U�ISTALLER 8L�TABLE 1PimWEVANDow SEALANT BEHIND EIIMPACTWFLAIL BY INSTALLERSHOM 0 SEALANT By INSTALLFA PERIMETER SEALANT ALLER OUTINSIDE AND OUTONANCHORSEALANT BEHIID1FLANGE BY INSTALLEREHIND w INSTALLATION ANCHOR FIN BY INSTALLER � � z SEE TABLE 1 • •• B HORIZONTAL N .'TIOTI C HCMMONTAL SECTION 5� • • • B TYPN AL JAMB ANC 8 TYPICALFlNANCHORAGE IY N • • ••• • • •• HEAD AND SILL SIMILAR FOR FIN MSTALLATION ¢ W • •••• • • • ¢ F 0: • • • • • R CL • •••• • • • • p pp •••••• • •• • 114 MAX SHIM SEALANT 11EHIM • •••"E BY NSTA6L"• •• O V m Q a see** • • • a,N•a D�+ �q++• PERIMETER • • �y PN�..�. • BY OqSTALLER • • • MR EMBEDMENT .•• •AND OUT • SEE TABLE i �G@��. • �I No 58201 S 16 y •••SUBSTRATE BYoOTNERS • • �.t •SEETABLE 1 • ••• • • MIN.EDGE EEDIST. 7 STATE OF0:6 • 49AfANT UND6A5'CRELY• A VERTICAL SECTION TABLE 1 C1�tiy� F.'.�r HEAD BY NSTF.�!•• 8 TYPICAL SILL.ANcwomo °fie` .0.»� -�O;i`• Imo++WITH�� X� TABLE 1:APPS INSTALLATION FASTENERS 4/11/2016 FRAME ANCHOR TYPE MIN.EmEnow LUCAS A.TURNER,P.E. E CONCRETE(20 KSI MIN.) 9/167 ITW TAPOONFL PE 8 5=1 1-1P2" 1-1/B' PERIMETER SEALANT 1239 JABARA AVE. GROUPFQ1Eb CMU(117 PCF MOV 3/18'ITW TAPOON elmBY OW4TALLER NORTH PORT,FL 34288 FLANGE QMICR TE(2,85 KSI MN) 3!167 ELOO ULTRACON 1• % E AND Ol1T 1' PH.647 X1574 FLANGE !TROUT-FILLED CMU(ASTM G90} 3118°ELCO ULTRACON 1-V4• 2-Ire D BOX FRAME I STALLA B BOX FRAME INSTALLATION FLANGE 2X MIN SOUTHERN PINE(0 D.sM OR OR ELCO ULTRACRACOAI 14" 7A17 HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE 2XMN.SOUTHERN PINE(0=0.66) 0 WOOD SCREW 1-36' 7/8' FLANGE REMOVAL NOTE_PARTIALLY OR FULLY REMOVING THE FLANGE YIN t;Y: TE; FLANGE 15 GAUGE(0.0807)MN.STEEL STUD 81x18 MTI KWOC-FLEXOR TIW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 06/05!07 (33 KSI YIELD MIN) TEAIG K8 SELF-DRO.LSCREW 11M 0.080' 7/1(r FLANGE 1/8"ALUM.(6083-15 MOV.)OR 810 GRADE s BELF-TAPPOVG! FULL THREAD MIN.1/4 FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED BWU-O'- Ifir STEEL(33 KSI MPA) DRILLING SCREW 1HR10.12V 7/167 INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D FN 2X MIN.SOUTHERN PINE •PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET (�D•�) 08 WOOD SCREW 1.112' 7116° SHOWN FOR FLANGE WINDOWS. 1:2 8OF8 Florida Building Code Online Page 1 of 2 Florit�Depun frtd =5 Flame Lop I. us�nepmaatmn trot Talks smmat Swcnaree stats hk Fasffi 3oines (6 Professional L' S"",�AWar Regulation EMEMECIM s Aaalkation Lit 9 Application DeW ' FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss0cws.cc Authorized Signature Koss Erin ekoss0cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Tumer the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE F6 Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R1 C0I EvalReo CWS-812B(SN--8100 IMA NoSIIIAnch)odf •• ••• • • • • • •• Referenced Standard and Year(of StIrl°ard)• •%Ad&%: •• Year ••• ••i .44110%01)lg4SJYj@1/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 • ••• •AST996-09 • • 2009 • : I T?201/202/=03) 1994 •• • • •• • • • • • Equivalence of Product Standards•• • •• • 000 • Certified By ••• • • • • ••• • • http://www.floridabuilding.org/pr/pr_app,VII.M:t'.Pp* * 6/24/2015 Florida Building Code Online Page 2 of 2 • Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limfts of Use Installation Instructions Approved for Use In HVHZs Yes FL16177 RI II CWS-8128(SH-8100 IMP NoSIllAnch)Ddf Approved for use outside HVHZs Yes Verified By: Lucas A.Turner 58201 Impact Resistants Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Others SH-8100 PVC Impact,no sill anchors required. EL16177 R1 AE DuPont PVD NOA 13-0129 27,pdf Safety glazing required on outer lite above 30 ft.In HVHZ. FL16177 R1 AE EvalRen CWS-8128(SH-8100 IMP, Glass Compiles to ASTM E1300-04. NoSIIIAnch),odf FL16177 RS AE Ouan x( 1 r NOA 12-1017 02 pdf Created by Independent Third Party:Yes r--;;;l n® l ::1240 Soft Monroe ct.aet.Twaatwramw ani :OW-4117-1924 The State Of Florida Is an WEED enployer.fomrrinht 2007.21111 stare of Florida.:: Under Florida law,email addresses are publk,acomia.U you do not went Your eaneff address released In response to a publicremrds request,do not send electronic mail to this entity.Instead,contact the office W phone or by traditional mall.If you have any questions,please confect 850.497.1395.-pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,Ikansoes licensed under Chapter 455,F.S.muS proved•the Department with an emep address r they have one.The,malls p ovided may be used far official coranontatiptl with the licensee.However rear addresses are public rem,.N you do not wish to supply a personal address,pieaee provide the Deparhnent with an small address which can be made available to the public.To determine If you are a Warms udder Chapter 455,F.S,please click h&L. Product Approval Accepts: ®®®® accurk xtrRU-s •• ••• • • • • • •• •• ••• •• • • • •• • • • • • • • • •• • • •• • • • • • ••• • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org/pr/pr�_app-WZIPI:padm.=%yWN%QwtDgvyf4ngAXh1Oy... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 50` Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-812B,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1 A,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02104/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Tumor,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they.comply with the requirements of the 5s'Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. .. ... . . . . . .. .;' No 58201 •'• d�t':' 0 0t ? 4/18/2015 °•; ;. ° *� :it Lucas A. Turner,P.E. "' ' ' �{�'. STA:fo 09 FL PE#58201 ... . . .�'�;,�'+S.•,O a+•'� �`'. Lucas A. Turner • •rg At- �`�� 2015-04-18 •`.: : : 22:20-04:00 ... . . . ... . . SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HvHz)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1995 PER THE FBC. WWW.CWS.00 2.GLAZING OPTIONS:(SEE SHEET 2) 33 118°MAX OVERALL RANG:WIDTH 8100 PVC 3.CONFlGURATIOIYS:'O/X'. 617Ar MAX UNITWIDTH— SINGLE HUNG 471111V GLASS OLD 4.DESIGN PRESSURE RATING: IMPACT NEGATIVE DESIGN LOADS BASED DN,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04, A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,n N INFILTRATION TEST PRESSURE AND PLASS TABLES ASTM E-1300-04. _ __ 1 a� S.ANCHORAGE:THE 33 IM STRESS INCREASE HAS NOT BEEN USED � IN THE DESIGN OF THIS PRODUCT.SEE SHEETS FOR ANCHOR x F FLAN' I -- _ I DETAILS.W INDLOAD DURATION FACTOR Cd-1.0 WAS USED FOR WOOD m HEIt3HrANCHOR CALCULATIONS. co • B B 2813mG. B.PRODUCT APPROVED NOT REOLIIRED. FOR IMPACT RESISTANCE SHUTTERS ARE • .00• DLO N • • *00 a • •• I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL BEAM SEALANT q w D •••••• • • 0:060:i • 4. • I I USED AT FIXED MEETING RAIL AND JAMB.UNIT Q acc • •••• •H 5.SERIES f MODEL DESIGNATION SH-9100. ju ¢ • • • •• ••• 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 'q •••••• • •• • •• X=OPERABLE SASH,O-FIXED SASH • • • • • I I m Q Z ••••• Soo* •• s 18° I I 10.SECTION CALLOUTS APPLY TO ALl ELEVATION IN A SWIILAR •♦ •• • • • I GLASS LOCATION. ,�p•• i1OREt1r�•4,• •••••• • X I DLO g • • • • • •• e 11.EXTERNAL WEEP SLOT=1/4•x 1-114"LOCATED C FROM BOTH ENDS. ,�•�G .�yG£NS�.G �i•� • m- awl• • If • ••• • •• _ _ Lucas A. p' STATE OF tT W • • • S1 Q�SL, ai. •• ••• •••• -= - - TUIT1@r a r ••s.•• e A 20155-04-11 Zsi�Fhs oNp 'O�S''� 15:15-04:00 4S Mir LASS DLO z� MAX WIDTH 11/2015 LUCAS A.TURNER,P.E. FL PE#5=1 1239 JABARA AVE NORTH PORT,FL 34288 PH.941-380.1574 SHEET DESUP'HON.' GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATION_...1 ElPRESSURE ` GLAZING DETAIL................................2 Qj UNIT SIZE BAT 08118/12 SECTION VIEWS.................................3 TING IMPACT RATIN( owerEXTRWIONS&B.O.M..............._.......4ANCHOR SCHEDULE&NOTES.........5 8"x 61-3/4" 0 PSI= LARGE MISSILE IMPACT CWS-812 B INSTALLATION DETAILS....._.._.........5 SHEET 1:13 1 OFS WC NDOWsyrnm ISM sw 44TH AVE. OCAL4 FLORIDA 34474 WWW.cWS.Cc 81 OD PVC SINGLE HUNG IMPACT V N_ ISO 71T OVERALL INSULATED GLASS 7AT'OVERALL INSULATED GLASS he he Q iB"ANNEAI.EDORT@dpERED ED OR m Mr ANNEALm 7/18'AIFFSPACE 7118•AIRSPACE a • •f • • • 8/15°LAMINATED GLASS 5/18'LAMINATED Z i• ••• ••• • : •••• 1/8'ANNEALED 118•ANNEALED w O • • • • • RC •••••• .090'PVS INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPQNT o • • • • 1AP ANNEALED iz • IWANNEALED O e • •••••• DURARML IN TRUSEAL DURASEAL BY TRUSEAL • • • • • PURFECT GLAZE'W OR BIKAFLEX 552 PURFECT GLAZE IW OR SIKAFLEX w2 m¢ • ••• •••• ••••ew • • s��N�DfiEWi • ••• • •••• 1 :rT--- 1/2'GLASS SITE 12'GLASS SITE ••e••• e • • • •••••• :3i Ho s82D1 ;�= • ••• • •• + ��o� Brnre of r�wr •• ss• .••• • • �'�l�••y40Nt9'''\a��• �rnrnrn�� FIXED uTESASH u1E 4%11 15 LUCAS A.TURNER,P.E. FL PE#58201 1238 JABARA AVE. NORTH PORT,FL 34288 PH.841-38D-1574 S"EET0%WPTI0W--- GLA23NG DETAILS BAT 08/18/12 uwu-a: . CWS-812 8 SHEET 19 2OF8 INTERIOR WI��r Mainsffl 19M SAN 44TH AVE. OCALA,FLORIDA 34474 1 1 W WNI.CWS.CC 8110 PVC ® SINGLE HUNG IMPACT • •• 1 m N •••••• 3 1 1 1 d • • • SECTION wB • NOTE:LEFT SIDE SHOWS FIXED• SECTION IE ,•s•••• ••• RIGHT SIDE SHOWS SASH SECTION VIEW,• VIEW, o ztry • • s•••• • • • °C "' Lu 00000:: • • • • • • 1 BVTERIOR " • • ••• 9 m Q g • L 00000 N10 No e •••• •••• aaaNs�nSan�y�F�i 10 N• Ss2a1 �; i STATE OF 10 7yta`A0 R•1 A•p,�� ,6 A 4H 1!2015 E LUCAS A.TURNER,P.E, FL PE#58201 Inv 1239 JASARA AVE, NORTH PORT,FL 34288 PH.941-380-1574 rm SECTION A-A SECTION VIEWS BAT 06/13112 NOTE:ITEMS NOT SHOWN FOR CLARITY: a. 20,2526,M7,44.51-52,5356,64,87-68 CWS-812 B SHEET 1:2 30F6 PARIS VST FRAME COPT IM Irl PAIR# Main r.,S VENDOR MATBIIAL a w CONSTRUCTION 1 H 6Dt1 AfBirt Fr.,SN wt .,PVC.lieatl M�kron VI IQWWXlWgMrEM3ffl 2 1 H-9W Main Fr.,SH,wtFl.,PYC, I II ikmn Vinyl t 15118 3 H8031 AA{�11 Fr., H, PVC,L.Jb. MIV011 VIFF 1 23H6° 100 SW 44TH AVE. 4 H3031 n Fr.,SH,aWFig.,PVC,R.Jb. MkMn VI I 2 OCALA,FLORIDA 34474 6 5-1577 mark Alum 3 1 8 WWW.CWS.CC 8 H-8027 Sash M00t.f� PVC Mfkron I 2111ir 4 1818° 15B' S 1497 Relyd.Bash Most.Rall KSYM Alum 1118` 10 8 Sash Botttan Rail,PVC Mlom Vicryl 1nB" ilf8' CORNER WELD 81w PVC 12 H-M seen s 13c1.Rall M*M wry# (ALL s DE% SINGLE HUNG 13 5-1496 RBIni.S.B.RJS. 14 584G1z.Bd.,718' Mu= Vilry 503PVC FRAME FLANGE- 1 PVC SASH Irm RAIL-N8 PVC BASH TOP RAIL411127 IMPACT 16 5-6013 Scm.AdW.,v0db,PVC,Htu¢ Vhryl 19 S-6014 PVC,Vert, Mwon vinvi 2D 31OW Filler,PVC.Van. MBvon WTI 1 11r- 23 1Y 23 H-1 . 318" ymeum 7a25 a FQ P 2190 ��a, •• • • • BSI 911E ••-15 Y } BSJ • P3048 T clipV BSI 88� a - 1118 1 Se 2 libiV8 1118° FIXEDMEETINti RAIL m •27 PSM LOCI4y PVC 660960 Irlterl00k SCREWED TOGETHER WITH +� • 28 134M ,PVC Warlock I zamac 1M8' OUTERFIWE v o Flap REINF„IMPACT HOOK-1112 3213 Brits to+sir w/ • • Ca11Bt Plastic ¢ � z0 ••3e •P-3429 V% !0270 X.197 O Ultreob PVC SASH SIDE RAR-5804 FM RAIL-1&18 ' -4538 JWs A 2 FaBterml Steal Ir 38 P3768IL ABen018lrbrPh PH SMS • Hub City Stem 15118' a E2 E • -4051W 1.260 hFHTEK, via” i 40 U4264W#8 xdl4 FH PH w11T8rIietllrTEM, E CHy Steel 12° 1 1/8°x{ 51, t Uri uj O 44 P3442 ug. M&M 718• ' P3752 j+l ,1 e SM •47 P 3438 r>lkdd or P nisel Nylon •• 3352 b1u.,1 +t x42' F.Laws F�ltrber PVC SCREEN CATCH-6013 PVC FDtED RAL COVER-8063 PVC SCREEN SUPPORT-51114 4r d�� '4 PVC BABFt STOP•BOA 51 P-3381 I. �r powEty 52 P-3813 o Pro are YTf��GENBF%�py�s„ 54 Fixesr d BEE FSSI�ET2 O 3(1(r SW 114' No 51!201 Stj 58 P3281 r Ourasew 13 15(18' 1/18° 1• 9 718• yro5 t>t= !71 P:3218 I3cresn Frame, Allmetal um Inc ins �_ s71_ �� 1 STATE OF F,.W 84 P-3321 Screen Frame83 P-3218 Screen Fra",Vert.Comer Kay Allmetal Plastic REtNF.MELR18.S.It-1498 REDW. BTM RAIL-18W REW.TOP RAIL-1497 PVC GLAZING BEAD8064 a�iCrv�F�'�.i3O q 1411\ r, ♦t4 •......�.�'.�1O�d 65 P3581 SCr�n Cloth,16 x 1S F e Beltervue Fl lass ,,h�ry►tINIMd�•'�,, 66 P-3= reen Splirre .155 Do.,Bk. DRIM 1 67 P3029 rear!Pull Tab Summit Alum 68 P-M Scree^ SS Fl.Screen 6S 4/11/2015 70 P-3113 Screw Support or PVC T.Plasties bn LUCAS A.TURNER,P.E. [74 H 1838 Alum Flied Rai Keymerk Num 0 wifr FL PE#58201 5.6083 C01er,FixedRHll Mltrorl I O 1239JABARAAVEL 1112 Rel il(OrCarrtelll,Impact Hook Kagmmtc Num NORTH PORT.FL 342t� P-3541 tib x 11W,Pan Heed,TEK F88tertal Steel PH.941-380-1574 LONE nTM NOT USED: 16118" s _ [8,7,11.15-17.21-22,29,31,33-38,41-43,48,49-50,5%57-S 1,89 6 -3'—� BOM AND EXTRUSIONS 718" 1118' �' '� ��O SCREW SUPPORT-3113 ' IMPACT HOOK BATW-V06118/i2 S 1577 .. NATE:ALL Bl EXTRUSIONS ARE ALUMINUM 6064-TB UNLESS OTHERWISE NOTED. SHEET 1 40F6 F MAX(TYP.) Ir MAX O.C.(IYP.) O�a (r MAX(TYR) 1800 SW 44TH AVE. 001"FLORIDA 34474 W W W.CWS.CC i 10 11l 1 i SEE NOTE 2 Bim PVC MAX O.C. SINGLE HUNG PISTALLATIDN IMPACT ANCHOR(CYP.) 1 I b N • •• 1 1 ••• • • •• • • • 111 ••*be** • • •• •••• • • • •• ••• • •• •• •• • • • • • � Wo • ••• •••• •••••• 10112, X O Z • • MAX O.C.000*0: 0 ••••• • •••• (TYp,) IL 0 see* •0606• 1 iT 1 U • • • 0000 0•000•••• L1I W •• ¢ O 0000•• q.�,P,) -- -- -- .. • • • • a tTYP.) NOANCHOR3REQUIREDIN601 aNmnh4j+i 0000•• 0000 • • + •••••• A LAYOUT-rFLANGEf =116V�L ~''G,�y`�'+. v C No 5828'1 NOTES: y= rV& @T,A�TE OF J,WJt. 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD D SHIMS S AREAS. MAX.ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1115'IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 411112m 4.ALL WTALLATION ANCHORS MUST BE MADE OFOR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 358201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 334218 SPECIFIED IN TABLE 1,SHEET6. PH.941-M-1 574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRE MOAU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE SHEET UESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENER$:3'FOR MASONRY,I'FOR WOOD AND METAL DRAWN 13Y: &WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND ONSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEETS.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. t3wuv.. .. 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-812 B FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200M ANGE WINDOWS),FMAAVDMA 260(BOX WINDOWS},FMA/AAMA/WDMA 300{EXTERIOR DOORS) SHEET 1:15 50F8 TYPICAL HEAD ANCHORAGE (/ pp(ZVf�jJJ1 MNL EMBEDMENTIC�U MN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1 BY TABLE 1 I=SW 44TH AVE. SUBSTRATE BY OTHERS 114'MAIC SHIM OCALA,FLORIDA 34474 SEE TABLE 1 W W W.CWS.CO MNLEGBEDMENi PERIMETER SEALANT SEE TABLE 1 BY INSTALLER MIN.EDGE DIST. SEE TAME 1 8100 PVC INSIDE AND OUT W5TALLATIOVANCHOR SINGLE I'UMG SEALANT BEHIND SEE TABLE 1 FLANGE BY WALLER 114•MAK SHIM IMPACT • •• N • • • • • PERIMETER SEALANT By WALLER •• �� INSIDE AND OUT • ABLE t • • • • •••••• SEALANT BEHIND • E BY WALLER0 000 00 00 • • • • CONTINUOUS DOUBLE 3MO'BEADS OF B HORIZONTAL SECTION • •• •• TRS e�U1680 SEALANT AROND B TPICAL JAMB ANCHORAG LCAD E S S •• HW6AAANDD POSLLER 15 •••••• rSlu •• za •• • Vi MAX SHIM qc O • ANT BEHIND• {� FLANGE BY INSTALLER 9 w¢ O 000000 •• 0 000• • ♦, �Upat m 83AIAM • a M • BY INSTALLER • • MIN.EMBEDMENT •••� bIDEAND OUT*••• • SEE TABLE 1 • iV4• 0000 SUBSTRATE BY OTHERS Sv No smi •'•'70 SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 8 TYP��LCANCHORAGE r,9 STATE OF r4�a A Roi `� •N. Nini�vhio01 X.;e- 4/1112015 TABLE 1:APPROVED INSTALLATION FASTBUM LUCAS A TURNER,P.E. SUBSTRATETYPE ANDROR TYPE mm EMBED3mENT AIIN-EDGE DIST. FL PE#58201 CONCRETE(20 KSI MNL) 5118'IIIN TAPCON 1410 1.118' E 1238 JABARA AVE HOLLOW OR 0ROLl7 FRIED CMU(117 PEA='MNL.) 3118'IIW TAPCON 1' 2' INSIDE AND OUT NORTH PORT.FL 34288 1 HORIZONTAL STCOCETE(2S5 KSI MOV.) 3116ELcO ULTRACOd PH.941-380-1 574 8 3/19'nW TA -3/S" GROUT-FS IED CMU(ASTM Com) }B"ELCO ULTRACON 1.114' 2-112 BOX FRAME INSTALLATION 2X MVI.6OUhEIIN PM(G-0.55) 1 HEAD AND SILL SIMILAR�t BO)(O�TALLAT�1 OR F1 LB-TRACON 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE INSTALLATION DETAILS 2XMNL SOUTHERN PNIE(G-MW 810 WOOD SCREW 1.318" 71W UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: um : 16 GAUGE(0.060°)MIN.STEEL STUD #10.18 HILTI KWIK*EXOR I1W FULLTHREAD BAT 08/18/12 (33 KSI YIELD MIN) TEKS SELF•DRIf L NG SCREW THRU O.Ow 7118• MIN.114`FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED #, v_ 1/S'ALUM.0063-T5 MW.)OR #10 GRADE 6 LF TAPPING/ FULL.W03 INSIDE AND OUT,FULL PERIMETER.BY 648TALLER. CWS-812 B IAr STEEL(33 KSI MIN,) DRUM SCREYpTHRU 0.12b' 7/16 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQU REMENTS AS SHOWN FOR FLANGE WINDOWS. SHEET 1 12 BOFB Florida Building Code Online Pagel of 2 21 A`-J_;:,UI+e-,�l 4+ 4 I�. r y..il Florida PMS Hama I L"In : USS RegWretlan Hot rapts Submit surcharge State&Fade 3usine5 ` allftlit: product Approval onal Public Usff Regulation Product Approval Merw> u or >AnWI2=n U >Application oetaa a FL# 520- Application Type Revision Code Version 2014 Application Status Approved Comments Archived 171 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss+@cas.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss AddreWPhone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss#cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ilathrop0cws.cc Category Indotrrs Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Qf Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Tumer the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 04/10/2016 Validated By Steven M.Urlch,PE R Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R5 COI FvalReo CWS-836A(3 in Mull.IMP).odf •• ••• • • • • • •• Referenced Standarl and Yell:(0&§t:nd'&r(0 Londaw Year • • • • • • • • "AA 450-06 2006 •• ••• •• • • • ASTM USN-05 2005 ASTM E1996-09 2009 • 0:0 • ••• PA TAS 201/202/203 1994 •• • • •• • • • • • Eq ulvalence of PUVgct S�aBdards••• • •• ••• Certified By ••• • • • • ••• • • • • • • • • • • • • http://www.floridabuilding.org:priK App•dtl.dpx213at'sin=wGEVXQwtDgvIHvmuJRWcZ... 6/25/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method I Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/23/2015 Sunumary of Products PL# Model,Number or Name Description 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 II CWS-836A(3 in Mull.IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Othw:Large Missile Impact;See Installation Instructions EL9520 R5 AE EvalRep CWS-836A(3 In Mull.IMPhodf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limlts of Use Installation Instructions Approved for use In HVHZI Yes FL9520 R5 II CWS-837A(4 In MuIL IMe1 pif Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact;See Installation Instructions FL9520 R5 AE EvalRen CWS-837A(4 in Mull.IMP).ndf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.3 5 1/2"Alum.Tube Mullion 15 1/2"Alum.Tube Mullion,Horizontal&Vertical,Fin& Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes F1,9520 R5 II CWS-838A(5.5 in Mull.IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact;See Installation Instructions FL9520 R5 AE EvalRep CWS-838A(5.5 in Mull.IMP).odf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. lJ Next Contact ;:1940 North Monroe Street.Tallahassee Fl.32394 fene:aS0-487-1829 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Prlvaty Sfaftmam:: Under Florida law,emal addresses ars public records.If you do not want your e-mail address released in response to a public-ramrds request,do not sem electronic mall to this entity.Irmtesd,contact the office by phone or by traditlonal mall.If you have any questions,ptasse contact 850.467.1395.*Pursuant to SedW 435.275(1),Florida Statutes,effedtve October 1,2012,acersees,licensed under Chapter 455,P.S.must provide the 0epartrniat with an emal address r they have one.The annals provided may be used for official communication with the kerma However emae addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made ovalabie to the PuWir-To determine if you are a licensee under Chapter 455,F.S.,please ckk ham, Product Approval Acceptar Nu •• ••• • • • • • •• • • •• • • • • • AYVr1il'ul lxr'o •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • •• • • •• • • • • • ••• • •• • ••• • ••• • • • • ••• • • http://www.floridabuilding.orgtpr app'dtl.a$px'Ypaf4m=wGEVXQwtDgvIHvmuJRWcZ... 6/25/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A. #29779 Evaluation Report 836A April 27,2015 Product Description: PVC 3"Mullion H-1758 Manufacturer: Custom Window Systems,Inc. 1900 SW 44'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5a'Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-836A, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3833-1,-lA,-2,-2A,-3,and-3A,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara, P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09,and AAMA 450-06 4) Supplemental Calcs.to support CWS-836A,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-836A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-836A,using clips as shown in CWS-836A Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • May only be used with Custom Window System,Inc.windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. • Requires 6063-T6 aluminum mullion and clip extrusions. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. .. ... . . . . . .. *�11191[I�l/� 'DRE .. . . . ... �� p,41 E P1 2.1 No sual 'ZZ • ••• ••• 4/27/2015 •• • '• %•�;: ��; Lucas A. Tumer,P.E. 40-.:'TATsE 4F tFL PE#58201 >ONA%- �•�' Lucas A.Turner 2015-04-27 21:00-04:00 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GENERA NOTES: 3" PVC MULL BAR - LARGE MISSILE I M PACT I.THE PRODUCT SHOWN HEREIN LR DESIGNED AND MANUFACTURED TO COMPLY WITH yyl� SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(TBC),CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE VELOCITY HURRICANE ZONE(HVKZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FSC. OCALA.FLORIDA 34474 WWw.CWS.CC 2.CONFIGURATIONS(SEE SHEETS 2.3):VERTICAL OR HORIZONTAL ——— 3_SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. r PVC (REFER TO SHEETS 2-3) MULL BAR 4.ANCHORAGE:THE Sri 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9.10 FOR ANCHOR DETAILS. WINDLOAD O DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. i •••• I 5 PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED. • • ••• • • •• IL DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER ANCHOR CUP p •• ••• • • ANCHOR CUP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Y • • - - ——— •••••• •• 000 • • • A C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT m • • • 6 8 7 I APPLY ONLLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL O • •••••• • •• 000 • •• e•�i• 6 d 0 I 6.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY • • • • • I I APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY [d •••• •••••• •• •••• REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, IE • 000 • BUILDING OWNER OR CONTRACTOR •••••• II !I � is • • • •••• •• 00: I I I 9.SINGLE UNITS TO BE MULLED ARE NOT LIMBED TO THOSE SHOWN IN THIS • • • •• •• DRAWING.SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY w • I I x I x CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR e •• ••• •• •••••s(•• I I EXTRUDED ALUMINUM. < Z •• • • ••• • •• $ I 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE �ttll�t�np� • UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS �t�` D!'— & • • G F E D SHOWN HERE IN. �� .,...., A we •••• 10 to B 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. .�'JV r*%. 010 N � VERTICAL MULLION S USED TO MULL SIDE BY SIDE UNITS TOGETHER =�? No 58201 z 3 EXAMPLE HORI7J.VERT.MULLION FOR SECTION VIEW ONLY •,US Q'� ANCHOR gJp ~Jj�Q STATE OF ?�W -- Lucas A.Tumor •..;F yto R t o 1��r.� 2015-0427 �•.S7aNn1-tea•` 21:00-04:00 +mnn O O 4M7/2015 LUCAS A.TURNER,P.E. FL PE 5 58201 1238 JABARA AVE. NORTH PORT.FL 34288 jPVCWINDOWS X PH.041-380-1574 SHEET TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES..ELEVATIONS..._........1 DRAWN BY: DP CHARTS._.._.........................................2� -- BOM 8 EXTRUSIONS....._..._.........................4 ADE 08/27/12 EXTRUSIONS.................................................5 SECTION VIEWS.....................................68 E VERTICAL MULLION FOR CONFIflURAT10NS 8 ANCHOR NOTES 6 FOR SECTION VIEWS ONLY CWS 838 A INSTALLATION OFTAILS......................9-10 BCPJ-E SHEET 1:25 1 OF 10 Design Pressure hart(PSF)for NONANTERSEC pact 3'Mu -1758,with 1522 e6ps using four(4)-#-10 Gomm into WOOD or METAL or 3/18' Tapcona or ELCOULTRACONS Into SOLID CONCRETE or WOOD per each and of mu1&on.HOLLOW or GROUT-FILLED BLOCK mquIre 114°ELCO ULTRACONS, OPENING 912E r IL 39 J 45 51 67 83 89 73318 81 1 87 93 99 1 1073/8 114 120 126 132 138 145 3t8 VYIN=wSR nm1908 SW 44TH AVE. 37 80.0 80.0 80A 80.0 80.0 80.0 80.0 80.0 80.0 $0.0 80.0 80.0 90.0 80.0 80.0 80.0 OCALA,FLORIDA34474 c 42314 8D.0 80.0 SDA 80.0 80.0 .0 80.0 80.0 8DA BD.O 80.0 80.0 90.0 90.0 80.0 B0.0 80.0 80.0 WWW.CWS.CC 80.0 80.0 80.0 B0.0 80.0 80.0 .0 80.0 80.0 80.0 80.0 9D.0 80.0 90.0 80.0 80.0 95.0 1/8 eD 80.0 90.0 80.0 80.0 80.0 80.0 80.0 .0 w-0---Wo-- eoA NO 600 80.0 B&B SO 55.0 A Bo.O 813.13 80.0 90.0 80.0 90.0 813.0 80.0 80,0 80.0 W-0 65.0 65.0 B6.o Tr PVC ea 90.o eD.o o lin ns BD.o e13A eco eoo 7e.s 7B.B 7a.e 72.5 65.0 66.0 MULL BAR g 55.0 65.0 66.0 �.o 0 65 o B6.a 0 65.0 Bs.o 85.0 65.0 IMPACT 68 65.0 65.0 65.0 85.0 55.0 65.0 65.0 65.0 65.0 e6.0 85.0 63.5 72 65.0 95.0 65.0 B&O 65.0 65.0 65.0 64.9 91.7 59.f 66.9 53 7 DP CHART i��OO !• a • NOV FOdTERS�I�DOPACT3'VULLICN 1758,HORIZONTAL OR VERTICAL,USING(PER END): • 19922 CU • • • ,:j..744,S70 SGWI�TO WOgp or MEw -4)3115' TA NS or ULTBACCNS INTO SOLID CONCRETE or WOOD y -(4) 114°ELCO ULTRACONSMWPCr1 IaLCW or GROUT-FILLED BLOCK Cn • •• PressureF)for EC Impact 3'Mullba H-1758,with 1776 of Pa six(8)010 Irrb WOOD or or 3!161 TTWT w O¢ • 00* • 0000 WOOD per each end of mugbn.HOLLOW or GROUT-FILLED BLOCKS or LTRACONB Into SOLID CONCRETE or require 1/4ELOO ULTRAirO1VS. o. • • f8D 5 57 63 69 76 3/B 81 OPE87 1 NINGS 93 tG 107 318 114 120 126 132 138 145 3/8 • 37 SD.O BOX 80.0 80.0 8D.0 �.O 60.0 90.0 80.0 8D.0 90.0 80.0 80.0 60.0 80.0 80.0 80.0 0 •• 423/ 9D.0 .0 80.0 BOX 80.0 9D.0 BD-0 8D.0 90.0 80.0 90.0 80.0 813.0 60.0 80.0 80.0 60.0 < p • z 48 3141 NoD.0 90.0 80. 8D.0 80.0 8D.0 80.0 80.0 80.0 80.0 9D.0 8.0 80.0 80.0 80.0 65.0 • 631/8 00 80.0 80.0 80.0 80.0 8D.0 80.0 8D.0 80.0 ema 8D.0 SILO 90.0B&O 65.0 85 0 ,Hptrg4g•• •j 57• 80.60.0 80.0 813.0 eO.O BD.0 80.0 90.0 80.0 SD.O 90.0 .0 65.0 ,�` • 'i63 .00.0 80.0 84.0 80.0 BOA 80.0 80.0 B0.0 80.0 80.0 �0 66 0 p��.•1cgza ` yBB 65.05.0 B6.0 85.0 65.13 BSA 65.0 85.0 65 0 650 85 0 0 No 88 S5.05.0 65.0 650 65.0 650 �i.0 55.0 B&O 65.0 65.05B10f72 65.050 85.0 65.0 e5.0 86.0 64.9 61.7 59.1 58.9 b3.7 3y{1>; STATE OF f _ DP CHART IS FOR: NON-INTERSECTED IMPACT 3°MULUON 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES: n�SRt O Lpt.•�� 1776 CUPS 1 CONFIGURATION IS SHOWNNIIN ANY GIVEN •''h��Or A'��pa��, -( #10 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL -(6)3116'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOODBARS)ATTACHED TO IT(SHOWN IN DASHES) x� -(S) 1W ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK M)ON THE USE OF MULL BAR CUPS. AN 4/27!2015 WTERSECTED MILL BAR WILL ALWAYS BE ATTACHED TO THE SUBSTRATE AT BOTH END& LUCAS A.TURNER,P.E. &NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE 0 58201 TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JA:BARA AVE. VEAnt�MULLION VERTICAL LION VERTICAL r wi M VERTICAL MULLM NORTH PORT,FL 34288 TWIN TRRE TWUMPLE PH.941-380.1574 HOMEONTALIaAIION NDPM00irALAULM HOaIZOWAL MULUON r DP CHARTS CIMINO NON-INTERSECTED MU SIZE DRAWN SV. DATE: ADE 09127/12 REN.: CWS4836 A I J (+-MULL LENGTH - 4 -Ff-MULL LENGTH �I MULL LENGTH -I�� : SHEET OPENING SIZE OPENING M29 I~OPENING SIZE-+! � OP9�M�G97ZE1-� 1'1 2 OF 10 Design Pressure Cheri(PSF)for INTERSECTED Impad PVC 3"Milton 14-1758,with 1822 dips using four(4)010 Scram FnIoWOOD or METAL or 18' aprons Into SOLID CONCRETE or ,or 1778 gips ' with slx(8)410 Screws Into YYODD of METAL or 31I T ITW Tapcons Into SOLID CONCRETE or WOOD per each and of mullion.HOLLOW or GROUT-FILLED BLOCK require 1IC ELCO ULTRACONS. OP NG SIZE pe.) WINDOW 9Y8T1Pffi 39 1 45 51 67 63 69 76 318 81 87 93 99 1 110" 114 120 128 132 139 145 WS 1500 SW 44TH AVE. 37 50.0 1 50.0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 OCALA.FLORIDA34474 c -42314 50.0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 6D.0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WWW.CWS.CC 483!4 solo 50.0 5D.0 50.0 50.0 60.0 50.0 60.0 50.0 50.0 6D.0 50.0 50.0 60.0 50.0 50.0 50.0 50.0 53118 50.0 60.0 50.0 50.0 50.0 50.0 60.0 50.0 50.0 50.0 60.0 50.0 50.0 60.0 50.0 50.0 50.0 50.0 �•��+ w 57 solo 50.0 solo Solo Solo solo 5D.0 .0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL BAR j 63 50.0 50.0 60.0 50.0 5010 50.01 50.0 50.0 50.0 50.0 WO 50.0 50.0 50.0 49.4 47.3 66 50.0 50.0 50.0 50.0 5o.0 50.0 Sao 50.0 50.0 50.0 50.0 50.0 49.8 47.6 IMPACT 72 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 1 50.0 1 50.0 45.4 1 40.0 76.376 1 50.0 50.0 50.a 50.0 50.0 50.0 50.0 50.0 1 50.0 1 48.8 1 44.a 40.0 DP CHART IS FOR: INTERSECTED IMPACT 3'MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): p 1522 CUPS x -(4)410 SCREWS INTO WOOD or METAL m -(4)3/16'ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD ra -(4) 1/4'ELCO ULTRACONS INTO HOLLOW or GROUT FILLED BLOCK 1767 CLIPS• •••• v • (�)410 sav"S NUTO WOODor METNILQ w e ••i )3/16 ITW T or EL tilTR4C ONS INTO SOLID CONCRETE or WOOD a w -(6) 114'EJaGA�ONS INTO HOLLOW or GROUT-FILLED BLOCK a • sees • • • • or • • sees•• � c • sees • •• •• •• � sees sees sees•• sees •see• eases• •��e�Pj6DREKrrr►i�i • • • • •s e• >O RIFLE HORIZONTAL MULLION • •es• .> v • • • •••••• No 58201 S� •asses •• see••• Qro= 'kS • i e••• • •• 93--t -- :90�.. STATB OF f,4v: • • • • Q 811�LE ,r sees•• •see • • u� s I TWINI r4�y8<OR�titf��,,i` • 00000 -- -- OR I TRIPLE I yh4�OF1A4 � UNITS lrllnnl BELOW 4/27 I IL �OPENIdG BZE-+1 MULL LENGTH-»i LUCAS A.TURNER.P.E. FL PE 4 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRPTION: NOTES: DP CHART 1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS CONFIGURATION IS SHOWN IN BOLD. 2.AN INTERSECTED MULL BAR HAS OTHER MULL AWN Sr BARCS)ATTACHED TO THE USE OF:MULL BARN(CUPS, AN ADE 09!27!12 INTERSECTED MULL BAR WILL ALWAYS BE two r. TIE.- ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-83B A 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SHEET TO THE SUBSTRATE AND OTHER MULL BARS. t;t 3 OF t0 ITEM PART 4 DESMPTION ULLB 1 H-1756 1 3/8°x 3'MULLION TUOE LINE ITEMS NOT USED: FRAME TYPE OPENING 'T NULIAR C1JP R"GAIILLBd1R CUP UB �1LL� 2 110 R#12 HEX WASHER HEAD TEK SCREW•6A0 ItOfe 5 B,12 NEW F-1122-013 --1767.001 3 410 x 1 1/2°,PANHEAD PHILIPS 21NC VVINpCNV g 4 410 FLAT WA HER RETRO F-1522-006 F-1767-M 1800 SW 44TH AVE. 7 S-1897 MULLION CLIP NEW F-1872.013 F-17U404(L&R) CX;ACA,FLORIDA 34474 FTN B SEALANT RETRO F-1622-013 F-1 R) 'CWS'Crl 9 5-1891 DRIP CAP 10 31898 NEW NOT RECOMMENDED F-1787-M FLANGE ADAPTER BOX 11 6018 MULLION INTERIOR R R --1522006 F-1767-001 X'PVC. 13 P-3486 MULL BAR CAP MULL BAR 14 F71522-013 3'SLOTTED NEW CONTRUC11ON FW MULL CLIP IMPACT 18 F-1622-006 3' D TCL 18 F-1787-001 L-ANC3LE E MULL Ci1P,STANDARD 17 1787-004L L-ANGLE 3'MU CUP,FIN,LEFT 'r 18 -1 MR L-ANQLE 3•MULL C3 SP,FIN,R1W f a 19 410 HEX R HEAD TEK SCREW ' o 2D 1 410 FH T5 SCREW Y •USE WOOD SCREW SIZE(5100R 5121,SPECIFIED IN WINDOW UNITAPPROVAL DOCUMENT 1Q • 71 •1 • 1 'ff 8' 2W �17/i8' 17/1('+{ ,gam F Z •••. 11 • t 114' 1 I V15" 7118' S�1 0 R Sii • I 1118• • •••• • • �/1!N • )___ 1118° DRIP CAP S-IM 1 13118' L) 1 13H6, • COVESS-801INTERIOR Ot tPTERS-I888 13/18° t1,8/18°1 3'8' a V 27/16° . g 13 • 0000 0 00 00 •• • •T Trr— •0•• •Z ' •. � 418 111/16' �7ffi'l Vdy —tQ Wr 13716' ,• P++�+4 0000• �` 1 ••• \�� ♦♦f :0 ( .... TOP VIEW 27x,8' ,Arp- A7 '%*�CE8�G�_y� • 213118' • 118'•••••• Z.,i.�•••Ilb .6ffi01 ��i7tl • '� 0:000• • 0000•• 21/te' + }' ;-0 •• •• • •• �---��/ �t BTATE OR BIOS 000000 ••• 13AI6' ir L13/� 1318' I 1 �,OF :4111 3'ALPM 1768 i_3 ,te° 2 3718' ii4FSS'ti 0 MULLION CUP 9-1897 �f 1 �4 716' 4/77/2016 2t F-1522-008 LUCAS PE488201 P.E. 118' RETRO/FLANGE(XIP 1239 JABARA AVE NORTH PORT,FL 34288 N � 4 7t8' PH.941-3W-1574 ` � . Jf} F-16n-013 NEW CONSTRICTION/FIN PWALLATKXN BOM AND EXTRUSIONS A SORE,BEND AND BREAKq- DETAIL i TO REMOVE RN FOR FRAME WN gY, DA ArrraA EMENTTO MULL BAR A ADE 09/27/12 TYP.FIV FRAME 3:1 .. CWS-838 A ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCAM SHEET 12 4 OF 10 FAATIAE TYPE OPORM 'T F-Im2 R CLIP "L"IBLILLBAR CLIP 1�70DI 1787-XXX) if FLANGE NEW F-1522-013 F-1787-001 ST M RETRO F-1 522006 F 1767-001 nmffl 1500 SW 44TH AVE. FINNEW F-1522-013 F-17674XK0&R) OCALA,FLORIDA 34474 RETRO F-1522-013 F-17P.004(L&R) WWW.CWS.CC BOX NEW NOTRECOMMENDED F-1787-M RETRO F-1522-006 F-1767-001 To PVCi MULL BAR IMPACT 0 0 Y m -2314- 2114' Q) • • 0 00 •• • Z W • 0000 • • • •0.00. 1 SIB' 123/4'1 27116° f= 0000•• a_ • 0000 • • • • � • • • w • • 0000•• �I a • •••• • •• 00000 7/16"THRU Mm 114'THRU(TYP) Q • • • • 0000 0000 0000•• TE 40000 • 0000 OUTRIDE tpt144nn��y • •�0 0 0 1/4 (T&4••• 7116°{te) •••• • • ••• Q 318 ;? N• 58204 , 0•••• • i • ••• 0000•0 • 123/49 1yB 096 � • i 9' R ••••• •• • 3 • *"t?yjdrC mib Ire° _ft �"X�nr1�ss+` 0000 W-0'ON LUCAS A.TURNER,P.E. 11Y Ire L 6718" I 4/27=15 2314' 23/4" •L•ANGLE 3"STANDARD MULLCUP-F-1787-001 FL PE A 58201 S 1239 JABARA AVE NORTH PORT,FL 34288 'L"ANGLE T MULL CUP,FIN(LEFr)F-1787-004L "L"ANGLE 3"MULL CUP,RN(RIGHT)P-1767-004R PH.941-=-1574 OlJT81I� 6�Ef 6CF8P1IDN: EXTRUSIONS WqAWN Br. DATE: ADE 09/27/12 DWGI: REV.: CWS-838 A SHEET 1:2 5 OF10 v+n�srsr>�s u.�J 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WwW.CWS.0C 3"PVC (NULL BAR SEAL BEHIND FLANGE APPLY SEALANT ALONG FI1LL SEAL BEHIND FLANGE PRIOR TO ATTACHING LENGTH OF WINDOW FRAME IMPACT PRIOR TO ATTACHING TO MULLION 2 TO MULLION 2 I 2 GROOVE PRIOR TO ATTACHING OVE 9 1 9 I' it 71 11 a FIM MUST BE ICED WHERE WINDOWS O CONNECT TO MULL gY L7 m to Q • •• v N i•••• •/M HbRLZONTACMl1lL BAR SECTION A�_HO)31ZOEITALMULL BAR SECTION �VERTiGALMORIZONTAL MULL BAR SECTIONcc • • F UE IN W 6 FIN FRAME WINDOW NOX FRAME WINDOW •••••• q • • • • W • ••••• GOOD ••DOG• • • 1 1 2 APPLYSEALANTALONG FULL �pm�tt�tj ••••• t 1 ••• LENCITHOFMIJU.BARGROOVE •GOOD• • • PRIOR TOATTACHING DRIP • • • • •••• ADAPTOR �� ,.'1•\ 8F•.•' 4� •• ••• O • • *t• NO 58201 •: ••• :• FIN MUST BE REMOVED D '.p; • • G WHERE WINDOWS 7 9z STATH OF �w CONNECT TO MULL 9 6000 0G O TOT O .•& y�ss��R1.• a,.• � by+Hisnittis�•�4 DETAIL A r� SEAL BEHIND FLANGE 412712018 SEAL BEHIND FLANGE t (SEE DETAIL By PRIOR TO ATTACHING 1 (SEE DETAIL B) LUCAS A.TURNER,P.E. PRIOR TO ATTACHING TO MULLION APPLY SEALANT ALONG FULL FL PE N 58201 To FiIUtL.tON LENGTH TO ALLBAR TTACHING RANGE 1239 JABARA AVE- BAR NORTH PORT,FL 34288 G L MU BAR SEC770R VERTICAL.MULL BAR SECTION 1 PH.941-380-1574 8 FLANiaE FRAME WINDWdN FRAME WINDOW $HFFr SECTION VIEWS MULLS ADE (}9/27112 t trn a s: DETAIL a Cws-636 A 'LF-' SHEET 12 6 OF 10 � vwNoovvEEMO 0 O O C) IWC SW 44TH AVE. OCALA,FLORIDA 34474 A W WVV.CWS.CC phi MULL BAR IMPACr rr J p..t, 1 j.: P.1 4 A 1 TOP VIEW SECTION VIEW A-A m FIN FRAME sa � gw • • • • • D: 6:09 00 LL 0 U'MULLBAR 0-1-1760) •..••• • •• APPROPRIATE OP�FOR 2 4'MEU�LLPBRAR�iE1 APPI�YAL FOR 2 ••• (ASPfiP DP CHAI 4 • • Hralr ••••• • •••• ��rORE Ngy • • •• • • T 6, .••..• , �... N. 58201 y� •:•••• • • SEE NOTE 1 7 11CLffr MAX EDf3E DISTANCE � * * z OSEE NOTE 1 7 •• j1nE'MAX EDGE DISTANCE SEE NOTE 1 7 11118'MAX E DISTANCE STATE OF I c • ''i�F�•.�,G R 1�'1p��,� • • 1 18 SEE NOTES 1 It 2 1 18 SEE NOTES,&2 ryy �yiniHr��,, 1 18 SEE NOTES 1&2 CLIP) SEE NOTE 4 ft EAJCUP) (i EA�LIP) (1 EAJz_-:r SEE NOTE 4 SEE NOTE 41 4/27/2015 O 5-;EW-TO 3-VERT.MULU3AR SECTION ; 4'HQRIZ 3'PERT.MULLBAR SECTION �C �TO 3°VERT.MULLBAR SECTION LUCAS A.TURNER,P.E. wLr4LXm FRAME W.-w- R PE#58201 129 JARARA AVE NOTES: NORTH PORT,FL 34288 PH.941-380.1574 I.SLIDE CUP INTO LOCATION AND SECURE WITH ITEMS 18(OTY 1)AND 2U(OTy 1),AS SHOWN ABOVE. 2.PRE-DRtLUED HOLES ITHRU HIV CLIP 1W, SECTION VIEWS MAY BE LOCATED AS NEEDED WHILE MARK APDNG A KIM4UM CLIP EDGE MANCE MULL INTERSECTIONS OF vii AND A MINMW CENTER TO CENTER SFACING OF 11r, DATE: I THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TOWjLUSARCONNECnCNS. ADE 0927/12 REGARDLESSOF ORIENTATION(I.a,HORIZONTAL OR VERTICAL).THE FULL LENGTH MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECT M MULL CWS-8w A 4.INTERIOR MULL ANCHOR AT('ACHMENT SCREW THRU VERTICAL MULL INTO MULL TE CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL SHEET 12 7 10 NOTES 1.THE MULL BAR IN FOCUS FOR ANY GIVEN TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE AN INTERSECTED MULL WN IN BOLD. 2 AN OVTERSECTED MULL BAR HAS OTHER MULL PNEW�� 7— VERTICAL MULLION VERTICAL MULLION VERTICAL.MULLION VERTICAL MULLION RAM)ATTACHED TO IT(SHOWN IN DASHES) 1800 SW 44TH AVE. THROUGH THE USE OF MULL BAR CLIPS.AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW,CWS,Cc ATTACHED TO THE SUBSTRATE AT BOTH ENDS. �— 3.NON-WTERSECTED MULL BARS CAN BE ATTACHED � TO THE SUBSTRATE AND OTHER MULL BARS. 7'PVC s MULL BAR IMPACT L I F►—OPFJJINc 3QE OPHULvO SIZE OPENINGSIZE" � OPENING SIZE � Q 0 Tvmvm m pIUE HORIZONTAL MULLION � TWIN TRIPLE TWBWMPLE VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MILLON r •*go 0OPENING• • w LLcc • • O1 • •• •� SIZE JSINGLEJ a. I TWIN OR •••••• • • • •� tl ITRIPLEJ • 0 0006.$ —— —— IBEL�i o •••••• • •• • ••p Z • '=MULLLENGTH �a • ••• Ir-•-•l•AL LENaT H s�••• MULLLENGTH —I '+ {�—OPBdPIa&LZF � I^ MULL LENaT1i� ,�►aM`T�Wti� • • . 0000 •• ••• •• ••• 2 • • • :06:. 59� STATE OF tit � F%-A 0 R 10hr''% ", �w�$ llk4'IONANIa 1.AT MULLION ffM14ON,ATTACH WINDOW UNR(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL HNn�tM`• DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD T'EK SCREW OF THE SAME SIZE(1110 OR 812)AS THE WOOD SCREW INDICATED IN THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE IMIDE WALL OF MULLBAR. 7� 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED LV THESE DRAWINGS,SEF TABLE 1,SHEET 8. 412712016 LUCAS A.TURNER,P.E. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATINQ DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE$58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1874 MINIMUM SPECIFIED IN TABLE 1.SHEETS. SHEET 5.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR SUICCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1 X BUCKS CONFIGURATIONS AND ARE OPTIONAL ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4.5. DFAWN BY. ADE 09127/12 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE AROHTTECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. .; SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET.SHEET 8.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. w5-38 A e SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: T SHEET FMAVAAMA 100(FIN WINDOWS).FMA/AAMA200(FLANGE WINDOWS), FMAANDMA 2I0(BOX WINDOWS).FNWAAMAAWDMA30%EXTERICA DOORS) 1:1 8 EE 10 WwmwmT6aqs 1900 SW 44TH AVE. OCALA FLORIDA M474 W W W.OWS.CC 71 PYC MULL BAR IMPACT RETRO FIT 'L'ANGLE MULL BAR CLIP MULL BAR CUP TWO REOD PER EACH END OF MULL m .j1 MULL BAR MULL BAR d INSTALLATION ANCHOR INSTALLATION ANCHOR w m SEE TABLE 1 II SEE TABLE 1 y SEALANTALONG - - _�. ,.,: ADD MUCTURAL ELEMENTS i� _ _ i ADD STRUCTURAL ELEMENTS O AS READ TO MAKE LEVEL FOR OUTSIDE ALONG .O��U,7,81DE EXPOSED — OUTSIDE Ef�09E0 - AS RE-aD TO MAKE LEVEL FOR ED% �ISTAU.ER MULL BAR EDGE BY INSTALLER MULL BAR d La •.•••• BY INSTTALLE • • PERS SEALANT 9 Lu • • INSIDEE AND OUT • MIN.EMBEDMENT INSIDE AND OUT MR EMBEDMENT c •+•i•• SEE TABLE 1 SEE TABLE 1 pC • �47Rq �t��n*g • BEE TABLE 1 f SEE TABLESUBSTRATS BYOTHERB I 0 00 MIN.EDGE DIST. d Z • •.• $(rl w�. • • MIN.SEE ED LE t ••••�1 VERTICAL SECTION EtS: R CAL SECTION , mn • •.. . 000 9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL R ANGE('L'ANGLE}ANCHORAGE �p ©AEW OAi� •••••• • o HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD ANmJAM�Sth11LAR FOR FLlWGf WSTALiATON a��q9 Ia N•r�i� • • • • •.•o 6 N 8fi••�Py.�� •• ••• �� N. 582D1 • • • 9� STATE OF • • • • S�pwit,r, p�:?fv,: 0000 b ong z�z 4/27/2015 NOTES: LUCAS A.TURNER.P.E. 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE N 58201 TA9i E 1:APPROVED lIIBJL QJP INBTN CATION FA9TENEAB 1239 JABARA AVE. T• 2-BILL STOOL MUST BE FLUSH AGAWST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 7E(20 KSI MW.) 3f18'RW TAPCON 1• 3' AFTER INSTALLATION. PH.941-380-1574 AVE- " Cx GROUT-FILLED CMU(ASTM C-90) 114•ELCO IATRACDN 1-114' 2.112' 3.RECESS RETRO MULLION CUP 3V MAX.FOR CLEARANCE OF W WDOW sR r D 3118"I1W TAPCON UNIT AS NEEDED. INSTALLATION DETAILS 2X MOV.80UR�RN PINE(8-0.55) 1 y8' 7� _ FLANGE OR ELOO S R EW 4.THREE(3)(9 ANCHORS REQUIANCHM RED PER �MLLL CUP,SEE SHEETS 22-ULL CUP,SEE SHEETS 3. TF- MP1.90UIHERN Pm(Gy0.55) 410 WOOD SCREW 1.38' 718' ADE 09!27/12 iSGAUtiE(0.060')MOV.STEEL STUD iH0.18 HdTi KWK-FLE)COR(TW FLRLTHREAD 7118, S.SEAT MULLION TIGHT TO MULLCUP. t (33 KSI YIELD MOV) TEKS SELF-DRI<LBii SCREW THRU 0.060• .. 1/8'ALUM.(6 WTS MOV.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD &FOR ANCHORAGE DETAILS FOR THE WINDOW.REFER TO THE WINDOW CW 5-838 A 11V STEEL(93 KSI MIN.) DRIU.WG SCREW nM 0.125' 7118" SPECIFIC INSTALLATION DETAILS. SHEET 1:2 9 OF 10 Lt MDOW MrEMS 1900 SW 44TH AVE. OCALA.FLORIDA 34474 W W W.CWS.CC 3"PVC MULL BAR IMPACT to ��0F CUP TWO ANGLE CUP TWO REO'D PER EACH END OF MULL O MULL BAR MULL BAR m Ii INSTALLATION ANCHOR t INSTALLATION ANCHOR O SEE TABLE 1, d • •• '� aa� BHT 9 � SEE TABLE 1,3117 9 N • • • • • .I� cam.:— 'm �'v.a+s� N > • ••: LIE ALONGE • - W F� • .g, OUTS DE EXPOS® a F Ir IX GPGrbgv • °m EDGE BYS�STALLER e•.�e •• sees EX1I:RIOR�IBM _ MIN.EMBEDMENT EXTERIOR FINISH MW.QdBEDMENT • BY OIHE� • • - - SEE TABLE 1.SHT 9 BY OTHERS •• — gg • P6RO+dETER SEALANT••• 9R, - PERIMETER SEALANT SEE TABLE 1.81179 I� a 009000 INSy1kBR •• Y� BY INSTALLER 9 - If Ui • * FIDE AND OUT d • ••• gU &@PrP RE BY SUBSTRATE BY OTHERS ':•e •• ••• SEE TABLE,BHT 9 SEE TABLE 1.SHT 9 ep'o.e' lisnnr+4 y1 •• a4� DREW goes*: w • MN.EDGE DIST. MIN.EDGE DIST. S�_a r+•"••'�sT(/ •• ••i • • ••• SEE TABLE I.BHT 9 G VERTICIL SECTION BEE TABLE I.SHT a g,0 r•`AGE N��.,�Qy�,�i VERTICAL SECTION �� Na 58201 • • • ••• TYPICAL FIN(RETRO FIT)ANCHORAGE 10 TYPICAL FIN('L•ANGLE)ANCHORAGE ,Se �• • HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION 7k? * i*S • • ••• •• 000000 z • • • •• • r+ySTATE OF N�� U ••• O� Sb C • ••• 0000 • N'• Z.•, S 000000 4+►rrn�� oz 4127/2015 LUCAS A TURNER,P.E. NOTES: FL PE#5=1 1239 JABARA AVE. 1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 AFTER INSTAUATION. PH.941 -1574 P-RECESS RETRO MULLION CLIP 31r MAX FOR CLEARANCE OF WINDOW 9�r TDI. UNIT AS NEEDED. INSTALLATION DETAILS 3.FOUR(4)ANCHORS REQUIRED PER MULL CUP,SEE SHEETS 2-3. FIN THREE(3)ANCHORS REQUIRED PER R'MULL CUP,SEE SHEETS 2.3. DAD=: 4.SEAT MULLION TIGHT TO MULL CUP. ADE 09!27112 OW011. REV.: S.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS 336 A SPECIFIC INSTALLATION DETAILS. SHEET 1:2 10 OF 10 MIAMIDDADE hIIAINII--DADS COUNTY,FLORIDA 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2599 NOTICE OF ACCEPTANCE {NOA) www.mlamIdade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may,immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"CIipped 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 dated 01/29/15, signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami-Dade County Product Control Revision Section 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, series, and following statement: "Miami-Dade County Product Control Approved", unless.otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available fd`r1n§f&tion at&. job�siEe at the request of the Building Official. . This NOA revises NOA No. 13-d&15.05:atvJ o#stts:af thh page 1 and evidence pages E-1 and E-2, as well as approval document mentioneJ abeve. " ' • ' The submitted documentation was reviewed by Jaime D. Gascon,P.E. • NOA No. 14-1105.01 MIAMbQ DE lou Pl1 Y .Ale S .. •• • ExpirationDate: May26,2016 Approval Februar 12 2015 pp Y ,. • ..• Page 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted wider 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 Entiy Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked–up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P.E. (Submitter)tinder previous NDA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miami–Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. 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-201.0,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,*9rddJct-Con §ection Supervisor. sine D. Gasco ,P.E. • ••• ' "' ••• Product Control Section Supervisor • NOA No.14-1105.01 .. . . .. . . . . . •; ;' ..' :' :.. .• Expiration Date: May 26,2016 Approval Date: February 12,2015 . . • • . . . • . .. . .. •. • . . .• •. ... . . . •.• • . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab,Inc.,dated 05/05/11,signed and sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No.11-0922.01) 5. Laboratory compliance letter for Test Report No. FT"443, issued by Fenestration Testing Lab, Inc.,dated 02/28/11,signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Chanda,P.E.,Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13-0815.05, issued to PGT Industries, Inc. for their"PGT Series Aluminum Clipped Mullion-L.M.I.",approved on 11/31/13 and expiring on 05/26/16. .. ... . . . . . .. Jaime D.Gascon,P.E. 0:0 ••• Product Control Section Supervisor • . NOA No. 14-1105.01 . .. . .. . . . . • •• •' Expiration Date: May 26,2016 Gee96 Approval Date: February 12,2015 E-2 ... . . . . ... . . . . . . . . . . . . . .. .. . .. . .. .. ... . . . •.• • . SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN AMMON TO ANY ANCHORS REQUIRED FOR THE a •+g MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE te EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES.__._.._....._.......I a MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS....._......_..___.i • ELEVATIONS__._._...__._.._._.__1 �( FIGURE I: MOLLTo2X WOOD_...._.._._....._2 p MULTIPLEFOPENING WIDTH FOR VERTICAL MALL ARCHES TORE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLTO IX 6 MASONRY__ 2 6Y MULLIONS / INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING'ANO DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL INSTALLATION NOTES-.-..--- 2 D,a H; 4' sEE DETAILS ANouNAR NOT HAVE A OAP OF MORE THAN 1/4'FROM THE CUP. MULL TO MASONRY.............3 aE SHEETS 2.8 GSE MULL TO3IEELSTUD-----------3 g � _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W94DLOADS CORRESPONDING TO THE REQUIRED MULL TO MIAL........».__._.._......3 DEMON PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 113 STRESS INCREASE WAS NOT USED ANCHOR SPECS....----•-- 3 U) i i� I I / ��♦ IN THIS ANCHOR EVALUATION.THE 1.9 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ALTERNATATE CUPS.._.___._..4 Z BAY MULL R48TAU Xr&i_._...__4 1 X2 X.125 NULL SPECS-____S W 7 i \ 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 13 BEYOND THE SCOPE OF THESE 'X 2X.376 MULL 8PEC3__...,....8 INSTRUCTIONS. I%2.76 X.376 MULL SPECS-_.....7 �' y 1 I X 2.76 X.66 MULL SPECS..... 8 SEE DETAILS / I / III /V I 8)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.128 X.800 MULL SPECS.......9 m SHEETS�a __ I _ 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER I X 4 X.126 MOL.SPECS____.10 c� N I A THRU SHEETS ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN I X 4 X.376'r M MULL SPECS.-11 Q stIEETs2a PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 1X4X.376TNlALSPECB..._...1t g j 1.26%3.168 X.286 MULL SPECS._1z OPENING 1.26 X 326 X.100 MULL SPECS-_13vrkTW �' Mal. •• OR 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 1.26 X 3.6X.024 WILL SPECS-.14 Z 0 LENGTH HORIZONTAL 0000 • •• 6A181 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 4 X.26 NULL SPECS__._._._18 �° Z •• • SEE DETAILR • • BE ANCHORED PROPERLY TO TRANSFER LOADS 70 THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT `• fA � •T' 4041041: SHEET9 128 X 2.11 X.126 M LLMULL SPECS-_.16 L�J,N • • AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT �' F }4 0 :410 REACTIONS. 30'X326 SAY MULL SPECS_.._..2D 000000 • • 46•X326 SAY MDU DIMENSIONS_ ......_.21 � O L MULL(ON&CUP OIMEN8404�.__24.23 I-^ � • • • 8)REFERENCE:TEST REPORTS:FTL-8443;ELCO ULTRACOWAGGRE-BATOR NOA'S;ANSIIAF&PA ND.4 FOR WOOD CONSTRUCTION EXAMPLES 162.._.................„.24 N • • •••• FENESTRATION • PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXANALF_S..__._.._.__.26 UN •••••• •••• •••• TYPE. W Y Y MANUFACTURED BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING Z N to ••••• •••• / I A ••• BY PGT. CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY TO BE USED WITH • • - I i I - PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q Z 0 ••••• • b'6E DETAILS 10)MILLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ • • • • A-D.GN: -•� •••••• HOR¢ONTAL ••eall 82S • • MULL 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING L481GTH •�RON2NTAL WIDTFMEIGNT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA •••••• •• MnLt • •••• • •uNGTH INSTRUCTIONS: •••• •••• • 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT"S" FOR THE OPENING USING THE ASCE-7 STANDARD. •• • • •••• 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 28 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR!OR'TRIANGULARRRAPEZOIDAL'. PRODUQTRSYISBD 'is-9 lyfitg wM Om Plaids HOR¢.MULL LENGTH 4)FIND THE CHOSEN MULLIONS MULLION CAPACITY(LBSIFT'H FROM TABLES 1A THROUGH 10A,ON SHEETS 6 THROUGH 2O RESPECTIVELY.USING BuSdba cmk _ LMU �.—OPENNGw°iH- THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY}THE A«r..'12 QS. H I MULLION CAPACITY ILBWF I)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT%FOR THE OPENING OBTAINED IN !D 1206 !/ p STEP 1} OPE -0 L•. HEIGHT Vllurd gdp�ro' oPENIHG LL FOR 6�FROM THE SAME TABLE IJ,RED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE HEIGHT LENGTH �/ r/ HOR �, LVERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MILLION CAPACITY. I I I I I 1114 4O LEN 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE LL ANCHORISU&STRATE/ANCHOR-CUP PATTERN MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P; LICENSE �lF. CAPACITY IS MET. ' 7S- SINGLE MULLION SIWGLE MILLION A O�Ma L. � 7)IF THE MULLION CAPACITY(LB3dFT'1 OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT"SIM)FOR THE = No.Sg705 y). .� OPENING WIDTH OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJUSTMENT FORMULA"TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS ="O R R VERTWI MULL VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '7D 1 'N SEE CORRESPONDING DETAILS MULTIPLE MULLIONS =o,0'• bT re L FROM Flaw I ABOVE. 8)VERIFY THE DESIGN PRESSURE RATING(LBSIM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY(LSSIT T"OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION i ISIS '•.,,,,. PRODUCT ASSEMBLY. •,i �p G\�• 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. �AL A P.E. FL P.E.#58705 MULLION O DETAIL A: DETAIL B: n MULLION TO 2X WOOD BUCK "uUCH MULLION ATTACHED TO 1X eucacsTR P �''3�RA.T Y OR WOOD FRAMING WOOD BUCK AND MASONRY An D SEESEETABLES16-169 d (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) eroTHERs 8EE NOTE 1. N MULLION SHEET t. '3 m -+• 000.0 04Z y SEE SHEETS q I MIN 23 J;A •'• -• I EDGE O E1tHER E o I 1 I 21.73 FOR HOLE 4 1 i I CONCRETE OR CMU• I--tETANCE,TABLES _ 8TANDARD a I ° LOCATIONS a I EDGE DISTANCE SEE E6BLLEm D: N CLB'N111Y BE o I ° DISTANCE m m o I a FOR MABWHiY W C ry O THIS MEME'0 BYFDRWOOD I ANCHORB THIS «tMMMp000 �JJ THOD. ° ,280. SIDE VIEW '0 °°d d ° ~ O J ALL MULL14M 4 ° ° ° m U 4o OFFSET MULL Z 7 • •• d o ° C4P Ae1Y BE �' ^fir 4 ` 4. EXTERIOR o INSTALLED BY 0 Z • i•i •• • 4 ° �� TwgMETNOD. Z ••••• • • ° ° 4 o 4 DISTANCE e6 • • • FOR Z •••••• ° ° a ° MASONRY ed Q O • • • • • THEOFFSETCLIPIS ANCHORS •••• ° $ • • • a RECOMMENDED FOR � $� • • ••••••• V n Q FlN4gtAMED ° r • EXTERIOR MND,eur MAY ly boos" • •• •• •• ALSO BEUSEOFOR LLj• 'ry�� • • • • • OTHER FRAME TYPES. V Z � •� O 0••0• 0••• 000000• a Z *Goo 0 0000 0 •••• 7YP.ANCHORTyP.ANCROR ••••• SUBSTRATE. • • • ••0• PERSU STRA PER SUBSTRATE. BEE TABLES IB-189 0 PERSUB8TM7E, SEE TABLES 78.188 0 0 0 0 0 •• • •• • SEE TABLE318.18B _ EDBEFEND �nwP • • `�SEE TABLES DISTANCE I AND • ATTAMfdEtNT •• EMBEDLSHNT • • BUMTR� 18-188 •• .' BY WHERB, •••••• ANO SEE NOTE/. ATTACHMENT J ,•. • 31tE8T 1. .0�••'� BYTHERamNOTE 1. •• s SHEET t. MIN 2.7 KSI CONCRETE OR CMU ODDCTRBVlHBD SIDE VIEW FRONT VIEW dattllhthePlslM" mw 4 FRONT VIEW Zp INSTALLATION NOTES: Minn11 a Ralect Comm 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ` ...........YN 4f ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE .`QC�r• UCENSF'•<<F,fy CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CUP MAY BE USED. N0.58705 71r 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. _,.D4 . 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ;per.• •�4� rj•::��` 6)FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ��'l�s •.�ORIOA,.•• �� ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. A LYII�4(ER�5.E. FL P. .#58705 DETAIL E: DETAIL C: 1za.MM. MULLION TO MULLION MULLION DIRECTLY ATTACHED TO INTERSECTIONON TES. MASONRY STRUCTURE MULLON (U-CLIP) 1)MAY BE INSTALLED IN-TEE'OR"CROW o (STANDARD CLIP SHOWN) VAIE8 INTERSECTIONS. � o Y 2)MAY BE INSTALLED HORIZONTALLY E (SHOWN)OR VERTICALLY. N I TIN.SUBSTRATE, , 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 B m ERHER7HE 1 �-PER 8U89TRATE, STANDARD DR SEE TABLES 16138 M OFFSET SIULL i i TOPVIEW FOR CORRESPONDING MULLION. iL N CUPMAYBE INSTALLED BY I I I e EDGE DISTANCE MULLIONQ I- THISMETH00. I �I j ANP g10�RS NRY VARIES I I I 012 STEEL SCREWS, Y SELrDRILLM OR PREDRILL y e e aa ULLIONANUBESMS im m m Oo ,�/fJ MULLION WN coLLIzz EXTERIOR 4. 4 J O j EDOEDISTANCE a TFIEOFFSET CU2 •j ^2 FOR MASONRY 4 re REIiOIMS%-.FOR • 4,0 • ANCHORS < FPI-FRAMED /-INTERSECTION l� __1 RLL WMDOWB.BUTMAY U.CLp • •• •• • •• a ALSOBEUSEDPoR ,Z • • • ^ e O7HERFRAW TYPES. EXTERIOR Z d' ••••. • TYP.ANCl% • -4 Z •• ••• P8R SUBSTRATE. ..... BEE TA�E81•B-13S• f— • • • TYP.At1CHOR SEE SHEETS M-23 FOR • IX PER SUBSTRATE• HELODATIONs N g � i••• • AND BUCKSTRIP SEE TABLES IB-138 FRONT VIEW DISTANCE ACiM�Ni SEETASLES N •••• " • •• •I•• SEE NDIE 1•, n ` 18.13B V Z Q Q O EIS®MEPIT �••••� •,�••. 8FEE71. • 'a •••• EDGE D• •••••• '• - - DISTANCE • • • •••• WE TAB SIDE VIEW ON — B ••••• MIN 2.7 KSI CONCRETE OR CMU MM 2.7 KSI CONCRETE OR CMU 16138 • • • FRONT •• SIDE VIEW DETAIL D: •••••• •• •••••• MULLION ATTACHED TO • • • STEELSTUD • • 000 • •• (STANDARD CLIP SHOWN) •••14VALLATION•NOM"• • • STRLIOTURE •••• TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. o PER SUBSTRATE, SEE TABLES 16138 ODUCi'RBVISBD 2)QUANTITY OFANCHORS AND MUWONSRESH01AfNABOVE ARE FOR PICTOR4AI REPRESENTATION 0. SEESHEETS ® vo�gory{BgsvpdtLoFlodda ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR ��j�y-• CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCATIONS Deco HOLE LE B [�u FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. �' `` uroN ® e P1odud Coma• 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C.SHEET 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED Ems�raNCE ��`,�NON;(,�YNN ��,,� ELCO ULTRACON OR ELCO 1S.S.AGGREGATOR MASONRY ANCHORS. Fox STEEL STUDS THINNERTHAN SEE TABLES 1- 14' FRONT VIE W 18OAANDCOMPUANTWITHTHEFLBNLOINO I613B PL10EA/SF•,�CF� CODE,A 2X WOOD BACKER MUST USED. " ATTACHMENT BY OTHERS. No.88705 '•�F USE WOOD A14CMRSPECS EXTERIOR SIDE VIEW -0 IA NOTES: 2) (WOOD-BACKED STEEL STUDS.WOOD O�';�FT 0�s•'�(/' ANCHOR VALUES MAY BE USED. %,�� '•. ORIDA„••'��` 2)SEE CORRESPONDING MULLION TABLES s/pN.A SHEETS 6.20•FOR QUANTITY OF SCREWS, A L'Pf&V VII!l P.E. FL P.El 58706 DETAIL F: DETAIL G: DETAIL H: FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) e n SEE DETAILSA•E, OR 45• Y SHEETS 2 AND FOR INSTALLATION W MULL a!TOSPECIIOSUBSTRATEIL Muww O O Zai O O O 00 00• i•• .Q•i. •0 O OIIIi II� AiI I II I II1I `111iIII' I 1iIII 6tII � /O' O O O TOPVIEW SIDE VIEW WZ,'NFQ U?yz 'NO•• WT=O SHOWNWITH t'Xrx.MV TOP VIm y MULLION Z I TYRANCHOR EXTERIOR PERSUBSATE SEE TABLES ISO OR 188 TYPBSOR 0• STANDRD MULLION CLU —PERS TRATr4 EXTERIOR 0 MODIMPTOFITFELD SEE TABLES 18.148 ® CTIONK0000 1 2x8O • ••t 1 I PERMUWON END,MUST BE 0 ••• , • ULLON INSTALLED d90E OF BAY MULL F 0••• •• • 00 •• i 10000 rxwx.13 ER�•)• 2P1LUONEND.0tJZ�pa�NOo•- • I I I MUST BE INSTALLED 0000• ( A 0000• ••• i 1 ICID I INSIDE OF MULL 0000• ••••• • • •000 EE TABL TRATE, • • • sEEraeIE3lBaaB 0 • •• 0 •0 0• ./� INTOIYOOD. 1104900 •• • • EXTERIOR oR MASormr 1IAT1�ECyL�(OOD STEEL, STANDARDCLIPT08E EXTERIOR 0• f'0'"" MASONRY MODffIEDIWSE•LD. IXTERICR �� ®� PRODUCrRSVIM� O aO11 ePIE-0 tN -®'� ,"C+�� Q�Iaenmgl wflhlLel7oTldl c� r rw ® I ® ® ® EL, ALUK CMUU OR M(ASONRY I FMG O DISTANCE ia� Pm ud OMro PER EDGE ANCHOR— --® 77r/,, Lt1Ltl DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTION O fl `� q�0...........C '��( O .• _%GENS�c''. NOTES FOR INSTALLATION OPTIONS F: 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. i4 No.587D5 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28'X 2.11'X.129'MULLION. 2)DETAIL G:SEE TABLES 1844B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. '-O:Lam(. 2)SEE TABLES 18-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 16B OR 188 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE :�Q'•, %AE: 3)THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. LOCATIONS. ��(�ts'•.ft ORIOA.••'G�� A.L1Ttu MILLER,P.E. FL P.E.#68705 TABLE 1A MwlbncwcnyTaWUb&fi OponingWldlh(forvef0calyspartifgmtMwm)orOpmbtgHa%ht(forhmWrm9gspaming-A-) 4 soon 60N TON BON 9012 10010 12ON 140 In 18OIn �� O Reetw4WW TMWTdane. Reaww"I Trowmo* Iteeta t Lep/Mang. R$OwdMw VoWn9ag. Reofongllu 7fnMAen9. Reetsngular T2piotmg. Its UapfMarg. Re4tailgaet Tr4a6Nn0, RemNlgater TtaPrTdeg• p 1X2X.126 LeeeA2s LoaA2Y loedag LoedNe Loedmg Loedns LIMAN Loadms Loading teaft Loan9 Les�e LeadNs loadn9 Loadag load ng Leanne Low y 06 -m-Alum a 1 111 111 1a I I I I I I I I 42 In 111.9 408 120.5 372 93.2 408 118.6 = 702 408 1107.8 321 10&0 408 10.4 319 62.1 408 100 310 66.8 400 100.0 319 48.6 408 104.0 310 39.6 408 104.01 319 13&0 1 408 NO 31g 48h 74.0 30 MO 268 62.4 312 73A 280 63.6 312 872 248 4&8 812 832 248 41.8 912 81.3 244 37.6 312 812 244 312 312 81.0 2M 28.8 3t2 612 244 23.4 312 81.0 244 oDmoin 83.0 281 70.8 234 53.2 281 618 228 46.8 261 5L7 224 392 291 62.1 222 33.8 2B1 611.1 210 31.9 281 40.3 219 20.6 281 49.3 219 218 281 49.3 210 20.0 281 4&3 218 W o 84N 62.6 247 57.6 207 43.9 247 492 202 37A M 44.8 169 32.9 247 412 196 29.2 247 39.4 194 28.3 247 3L4 t93 212 247 38.1 t93 18.8 247 33.1 193 %4 247 38.1 193 60N W4 2W 412 170 32.0 200 3SA 196 27.4 200 312 t83 24.0 'L00 282 180 21.3 200 27.1 159 1&2 200 262 t67 182 200 �A 168 e 03 In 33.1 181 35.3 166 27A 101 30.3 152 23.7 IV 262 149 2&7 181 242 148 18.4 181 222 144 162 181 24.7 143 j Z (� 88N 2&8 186 30.8 142 24.0 16S 1&f 139 202 166 221 136 182 165 212 134 72N 22.2 0 120 t&5 139 f0A 118 16.0 138 17.5 118 N 7661 182 Nib low IN 16.! 126 �6.9 107 � Z r • 172 tib tt2 10 • 64 j Q p • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA' ANCHDR CAP.,,,,.,,, • • AnahorCa a Table cv CA c4o"do SABtbno. wowcmu FMCM PTviood 3tetel (D-)X( ) ANCHOR CAP.q, • MULLION CAP.�,,,e Y 6rt8•Emo 14.88 Ebo 6rI7 Flan x1.88 floe 010 811d 012 8tea s121;tea � X •••Anchor CUP P40mO•• a rol!!!7 Reis F1no MOM 114 Fmo umaoan u� 3ri8 mo umroon v4 eao tmman ��6 �m �� BMW(05)SOW ISM ftW(65) USE THIS FORMULA TO OBTAIN THE'ANCHOR ••••• ease Edee lxttdto4t69Y •t• 244 t• 2.170 3•tre• 1• 24W 1• 2-ta• r 3-ur r &19• &e4• 0.320• CAPAcffY REQUIRED'CORRESPONDING TO AN I N • Embe®264 taw• taro• 14x4• I.M. r 1.14• t-tw• t-= t-tw• 1-Iw• t-iW r tare• 14W .mise ACTUAL PRESSURE REQUIREMENT FOR THE Q X O ®4.75•Min.OR.18 ar Dasa m3 390W 450 ma 800m9 1 m2 270@2 2BOm2 394 m2 740mS 37/ma ON tbs 916 ma 341 ma 4421be 666 m9 OPENING,WHEN IT IS LOWER THAN THE MULLION d 4Aaobas®1.i5•Mm. OrCteeB ma MOM WA WA WA xlA 3601ba WA WA WA 1U WA 682 DO 66sma 1120 m2 CAPACITY(FROM THE TABLE)OF THE SELECTED 4 ®7691no.Q7ld) 6AMloc4mi�1.3k 780 m2 750ma sed ms t6800n 1890 m9 640 b9 680 m9 WA 780m9 7481b2 880 m9 IBg2m9 tb'41W tbbm9 1120 m2 MULLION.ITWB.LYIELDAMINIMUMANCHOR Mot MN.ORf t1CO➢.tnlo.t26'AN•.FV 411 WA NIA WA WA WA WA WA WA WA WA WA WA WA WA 718 ma CAPACITY WHICH MAY BE USED TO QUALIFY t AnoOor/FCB2 .5I 193 m2 195 ma 225 ma 445 ma ea ma 135 mS 140 BIS 177 ma 9701b 187 me 9321b2 473 gre 170 ma 221 ted 28081 ADDITIONAL ANCHOR OPTIONS FROM THE 000** 2 A2Rt®1.16•Mim 0.C)F W MO m3 WA WA WA WA t90IM WA WA WA WA WA 34100 44206 680 m9 ANCHOR CAPACITY TABLE. aE:FOR THE OF E C}IE•41SE THE roME WHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ••••• •••• • • FIGURE 1: FIGURE 2: TABLE NOTES: FR DUCE RBVISID • . • • m catoyl3•Ing nifh W FbWd3 1)SEE SHEET 1 FOR INSTRUCTIONS ON GING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. Bu6dlnxO0d4 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --� 1.000' �No 105-01 21k. � dG2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 11161 P t Control 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000• tt(1111 171 r r FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 12G ANGLE CLP 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 PRESSURE-TREATED r FIGURE 4: FIGURE 6: FIGURE 0: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 0083-T5 AND BE A MINIMUM OF.126' r - No.58705 •: ' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT 1•X 2•X.126•MULLION 101 LEAST.12W THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10&012 ANCHORS WTO WOOD MAYBE STEEL,1&8 S.S.OR410&8. - tIAIN�5 7()%VAL A. P.E. FL P.E.#58705 TABLE 2A � MuMen Capully Table OpeningWidth(for verdcallp4paM m161o119)orOpeningHelgMtrortold1w talryspemlrgmuflIots) uttttktZ� WN In 701n 80 In WN 100h 11010 14010 1W In a ReetMWW TMORIr9& Reol«asfer Tmpffft . ftataoft TrslYTdenp. Reele1615ar Tre1Je1MR.W.II4er T�eplftw Iftewo15er TteWThre. RtONOWier T1apTIaA9 Reotereuhr TMPITIM Raoiapula TreWTAen9 a 1 x2x.376 Oa LOOM Lwft Lon9 L.OWIng L-dwo Loa�t9 Loaft La" Loft La"re Loaft I'McItA9 Laamre Lwft LOaft I L-aw I laemn9 Lore �x p Alum' Mullion • ".tlt+,� $ySpO 'pSg. y$(Syp(S @ � I8fill p6 fill, h N 4210 170.0 620 17U CM 161.3 00 570.0 478 IM7 692 170.0 609 1138 9W 168.6 818 100.8 882 188.9 817 W.B. 6M USE 617 78.7 862 188.8 617 80.9 682 1889 817 58.7 882 1889 617 UE 481n 121.6 WT 1880 419 101.4 607 1182 410 88.9 6W 108.7 403 70.0 WT 1029 S99 W.9 W7 KS 397 W.e 607 90.0 398 80.7 6W 89.0 388 43.4 5v 980 398 380 W7 88.0 386 Dl 60.80 In 103.7 468 1148 379 884 466 88.9 371 74.1 456 80.6 384 84.8 488 84.8 380 STA 466 61.3 357 61.8 468 BOA 368 43.2 458 W.0 358 37.0 468 80.0 368 324 4W W.0 35e g to BON 85.4 4W 93.3 338 712 4W W.9 328 61.0 400 777 322 834 4W 87.3 318 47.8 4W 64.0 316 427 4W 623 314 988 4W 85.8 313 30.8 400 81.8 3i3 287 4W 81.8 313 W W N 623 3M ME 276 61.9 924 W.6 270 446 3M 61.2 284 380 324 48.0 280 34.6 320 4318 2W 31.1 3M 420 US 280 324 40.5 253 222 324 486 263 IRS 324 408 253 6310 53.8 280 WA 252 448 260 492 248 384 294 43.6 241 336 291 380 237 29.0 284 97.1 234 20.9 294 332 232 224 284 336 230 192 284 33.4 230 188 290 33A 230 ��777 WN 4S8 298 49.6 730 380 288 42.4 228 334 268 37.8 221 29.2 2W 341 218 280 288 31.6 216 23.4 768 29.8 212 186 288 28.0 210 18.7 289 27.7 209 148 2W 27.7 209 Z 7210 36.0 226 198 80.0 276 322 19t 237 225 28.4 588 226 715 28.8 IN 20.0 225 23.6 182 180 228 221 1W 10.0 228 20.3 V7 %8 226 588 178 113 716 19A 179 111 7810 30.9 320 1n WE 202 272 178 21.8 202 23.8 170 192 202 21.11 1W 17.0 202 18.7 186 18.3 102 1fl4 1W 126 202 187 1W 10.8 202 tag 168 9A 202 138 158 ? �Z 183 'IB2 288 188 296 YO 2181 165 20.2 M 27.0 102 17.7 192 19.7 180 187 182 181 1W 142 192 188 156 11.8 192 182 1� 10.1 1W 14.4 1W 89 192 S42 iW a r • Q G Sohl 18.6 144 190 128 134 144 .1 178 r be C9�tn 16.2 W 10.6 113 • • y in ABLE 2B • •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA: N AnahorC Table Ore ANCHOR CAP.o•,,, N • • 2.7k canado 38k Cairo. 1103ua cmu FWkdCMU PT Wood MAUI (DP,®)X( )=ANCHOR CAP.,,, 6l16•Eleo 114.OB Ebb W/tG EW0 IW 68 EbO p108tee1 012 Sleel 0128tee1 MULLION CAP.,�,„o, V X Q O •••A•11�Or Clip Peltema•• 1I16'EiaO 10ms0n U4'E1a0 Uitwspt 3118'EIOo ubamen 1a'ElOO tmreaon r ultreas0 A9pre6ala Uitwooa A9petiet« Bolawta5)r10mw(ts6l 8otavL(i6) USE THIS FORMULA TO OBTAINTHE'ANCIKX2 •••• Ed1e 5• ata r 2aa 3•i18• t• 2-Sa r ata r 3•Sn• r 0.46• 0.6r 0.3W CAPACITY REQUIRED'CORRESPONDING TO AN DQ• goes* E,,, a/a• 1.314• 1.314• 1x14• r 1-va• 1.110• 1.114• 5-fa• t-114• 1-1le• T mw tare• 181IBa ACTUAL PRESSURE REQUIREMENT FOR THE 2 ®a.76•Mm. .C.l =50278MR(M3r C8p L 3W bs 3901m 4W @a 6W ros i8u me 27o me 2W 9.s 95/1m 740Iie 374 b4 Iia 840 fe. �t 9w 21m 6W ms OPENING,WHEN R IS LOWER THAN THE MULLION ...t �1.16•MN.O.0 ma 700ba WA WA WA WA 390 fes WA WA WA WA WA 682M esstm 1120 tieCAPACfIY(FROM THE TABLE)OF THE 3ELECTL•D ®3•Mln. .C. µs/p1s.3k 7WM 780 @e 880 @s itiBD lDs 1898 Im b10 im 6W ba WA 160 be 748 tm BW b3 18921m 8ffi Oa BBblm 1120 be NIULLION.RWRL YI£LDAMIMMUM ANCHOR 016"00.45 i9•i�/UWU". •WA Nth NIA WA N!A WA WA WA WA WA WA WA WA WA1CAPACITY WHICH MAV BE USED TO QUALIFY • 2$IPI9.6 196 ne 195 me 226 Na 445 roe 022In 135 M 140 Ota to be 3701en 567ba221 Ne2WOwADDITIONAL ANCHOR GPT16N3 FROM THE • 2 40 be MIM WA WA WA WA 1W be KfA N. WA WA WA 9411m 4421e9 880 ros ANCHOR CAPACITY TABLE •��THE OFF§n",USE THE AN ANC&OR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. • • PRODULrIwSBD FIGURE I: RE 2: TABLE NOTES: �� whhtho f� oft 1)SEE SHEET i FOR INSTRUCTIONS ON DING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ° 0� `�'� SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. '� 1•�• ~ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDR3R OPENING WIDTHS IS ALLOWABLE. vilatd Pr0111101 --t FIGURE3 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO 31;,AL.E FOR EXACT DIMENSIONS,SEE SHEETS 21-23. t 11 I I I I! • . i 2'�• HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. \ `SON'•-••,.' ?� i' ANGLE CLIP MUST BE USED IN PAIRS. GROUT-FILLED A.' �tCENSF''•.F.p 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT FILLED 376• 2 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE pRESSURE-TREATED ; No.58705 FIGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 18346 AND BEA MINIMUM OF.126' r X T X.378'MIULUON _ THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.128'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND f �zn I5•: U THE MATERIAL 810&012 ANCHORS INTO WOOD MAYBE STEEL,16.8 S.S.OR 410 S.S. � ATE ,, A.LVWN MILLER P.E. FL P.E.#68706 TABLE 30. ® ' Mulflon CapacIN Table PsM ill Opening Width(forvm6caDyspamhtg m0o116)or Opening Height(tor hon2allsOy-spam"nvAcn9) ��Iclie 50 In 80N Tom 601. e6in loom 12081 14910 16081 - 1x276x Loefg L Lwft Loa•n9 L-Akm Loa" L TLoad" .L�� ymR R la7 TLee" t6a8n0m Low" Loa" L6aft LOaang Imdrugj. �Yn .37/JUutn, Tube MM.M.- 11 fill, 111 11 h 11 h I II I 1 111 1a I I Z him 421. 170.0 820 170.0 436 IWO 744 170.0 478 170.0 688 170.0 608 170.0 982 17A0 519 170.0 1118 170.0 621 17&0 1210 1170.01 621 148.7 13M 170.0 1 621 127.8 131" 17U 621 111.6 1301 170.0 621 O j W 48N 170.0 708 1170.0 624 170.0 660 170.0 687 170.0 892 17.00 830 170.0 1133 170.0 681 161.8 1139 170.0 err 136.0 1139 170.0 am 113.9 1139 170.0 880 97.0 1139 170.0 080 NA it39 170A 660 603261. 170.0 747 1740 663 170.0 898 17&0 831 167.8 1032 170.0 684 148.8 1032 170.0 723 130.0 1032 170.0 747 117.4 1032 170.0 768 974 IM2 I70.o 768 63A 1032 170A 768 73.4 1032 170.0 Me (] 641. 170.0 70 1* "GIF 181.3 007 VIO 691 13&2 007 184.7 730 MS 1107 1626 720 107.5 907 14&0 714 96.0 807 141.1 710 60A o07 140.0 709 89.1 007 140.0 709 80.6 807 140.0 709 m F' 0 141.1 T3! A.6� 117.6 166 OLO O11 100.8 738 it&0 699 88.2 736 10&2 690 78.4 796 98.6 683 Me 736 96.1 878 68.8 736 81.8 674 60.1 736 01.8 674 44.1 736 91A 674 0 8381 121.0 868 130.0 6V 101.6 6% 111.6•667 07.0 066 o8A 647 742 888 00.1 636 OLT 688 63.6 631 80.9 ON 70.6 628 603 868 76.0 621 43.0 666 740 621 98.1 ase 76.8 621 r2' U 7 •q is 108.0 1 88.3 %I 611 76.7 881 86.0 601 SU ON 77.1 493 We 807 71.8 488 630 W 67.6 481 442 807 8l4 478 974 607 �.7 474 93.1 607 62.7 474 Z OW..� 72 In e.0 610 66.6 443 0&0 •t0 734 41494 10 64.3 428 61.0 610 679 410 464 510 83.3 413 40.8 610 604 406 94.0 610 41LO 402 292 610 M.1 389 263 6111 44.3 399 `L N Min 69.4 469 723 400 67.8 31R 49A 468 64.1 368 43.4 468 48A 376 36.8 466 44,8 373 34,7 468 41.8 366 28.9 468 37.7 382 244 406 38.0 960 21.7 466 96.7 968 _I B4Z • 1 61.6 43� 68.4 373 464 496 49.6 368 40.1 436 44.7 360 36.7 436 40.9 366 321 436 36.1 361 26.8 496 344 314 MA 436 328 341 20.1 438 373 340 ••IlBw 41.6 327 46.0 200 34.8 131 VAP 286 28.0 327 31.8 280 241 327 2&3 276 232 327 26.7 271 2" 327 23.7 269 17.4 327 2t.0 282 14.9 327 1&3 ffi8 r • ••l�Y• 34.4 267 36.4 7J7 287 262 24.6 281 2&0 z49 213 267 23.1 2u 1&1 26/ 204 240 172 287 193 237 14.4 287 t&0 232 N X C � • 1081. 242 2* 'W.} 0.6 20.2 4127 203 201 17.3 227 18.0 1 10.0 11" N b •• 0*tIn 22.3 216 227 104 Me 216 19.1 101 164 216 18.6 186 N ? N • f 12081 17A 161 O 107 • U ,l( Q 9 ?� LE* • •• •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP. • • ••• 8r•sto•: • 27kfbmrete ��SA00m. Tabor 6 F10wCmu IMad21m PTWood Metm (DP-)XLUONO� aANCHORCAP.® 0000•• ••• 5rt8`Eke v4•as M.mt6'Elm 114'88 Mw 8108ted 41281W M281eel 88 AnOh•rC6pPaGe� • AewarTypo' 3fl�'EboUlfaoan tt4•FJoeWUeaadim, 3n8'Ebel86men u4'EboU3iaoon A99te61W U@aoal A021e0ator 8MWM Sam(" ��) USE THIS FORMULA TO OBTAIN 7HE ANCHOR •• Edge om me Or 1• 2-IM 1• 244 3116' r 2.12' 1' 2-1re r 3•tre' r Ate' 034' Os24 CAPACITY REQUIRED'CORRESPONDING TO AN Embeona6Ont taro• I-w 14x4• 1.381• r 1.114• MW 1-114• t-IFI• IAA t-tr4• r carr Iola' vada ACTUAL PRESSURE REQUIREMENT FOR THE 2Anbbms@4.7VWL 0.0./0t"dardOroftelco VV.I 390lbe 390 ft 460 Go 6006a INAW 2M Go 280lbs 354 ft 740 en 97400 664 ft MOM 11� 442Oo 680 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Adchm01.IV Nth 0.0.I$Wnftd(•019a9 C9p".U 460 ft 700 fa WA WA WA WA 380 lbs WA WA WA Na WA Bulbs 886160. 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Molws813'A9n o.c.I(2)246A.&ceq r n.4 169lbs 760ft 8601" 1560 ft 1896lbs 540 GO Heft WA 760 as 748Ibs 999181 1692 ba BB2lbs 8861be 1120 ma MULLION.IT WILL YIELD A MINIMUM ANCHOR 2 Amhsa®0.,W L9n.O.C.I UL11P,mto.126•AWM.".4k WA WA WA WA WA WA WA WA WA WA WA WA NIA w0. 7i6lbs CAPACITY WHICH MAY BE USED TO QUALIFY t Ancor/RXp 070.sk 196 rod 106 Oo 225 ft 446ft MON 136 lbs 1401bs 177 ft 37lllbe tet lbs 33200 473lbs 170lbs 221 tes 280Iba ADDITIONAL ANCHOR OPTIONS FROM THE 2Aestmm 01.IV Mi..O.CI F42IP fF6.87 2/000 360 Bo WA WA WA WA i801W WA WA WA WA WA 941lbe 442Ib 660na ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. OCIRCLED VALUES ARE USED IN THE EXAMPLE ON 3HFxT 24. 1)1!L•I'RBVISBD IUa81wit^h 60 Pio7t6s M FIGURE 1: FIGURE 2: TABLE NOTES: Dasa • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. ado P7odO4t Control SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. . LYNN FIGURE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. 2.7&0' Q�� 41GENSF .F.0. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 ' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS - ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION&HOLLOW AND GROUT-FILLED37 6' 'a�`�• FIGURE 6: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL BE PRESSURE-TREATED FIGURE 4: FIGURE& IS 4! YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6083-76 AND BE A MINIMUM OF.125 'Q'•, tt-l� OF W THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK 18 GAUGE).STRUCTURAL STEEL TO BE AT :F�OftlOp.•' \; 1`X2.76'X.375 MULLION ty • LEAST.125 THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 'i S THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,IM S.S.DR 410 S.S. �"T/0NAL'F A.LYNItlIMILLER P.E. FL P.E.#68706 TABLE 4A ® 1�' Mullion Captafty Table sill!) Opening Width(forverllcetlyspamirfgm4lHam)orOpeningHeiOht(1Crhmiaor11a7Y pamftn ftm) �1a! 601n 80m 701n 801n coin 100111 1201. 14011 160N mwml 1 x 278 x Realm gu er liaPTda11D• ffi Tn ptG•ng Reatengutm Tmp7dan0 B< 7teNOtmg• Recta 90W heN01.81• It/oten•!tQ Trap70tang Reolm®d® T eprTMmg. Reakle41m Tmp/Mme Reotm 8a1er at1g. a l,oadv Lcaft Loaft L0adb19 Loads Loaft 1.0841118 Lwft Lca0T118 L-ft 1.0441118 Laedfn8 Low Loaft Loaft 1aaft Loaft gyp Y .860 Alum M�t� fill, I I I I I I I h I I I I I I I I I 111 11 1a 11111 1 a 2t z °° N 421. 170.0 SM 1740 43S 170.0 744 17x0 478 170.0 8813 170.0 608 170.0 M 174.0 618 Me 1118 170.0 521 170.0 1240 17xO 611 170.0 1488 170.0 621 168.7 1020 170.0 621 138.4 1820 170.0 521 481n 170.0 708 170.0 524 170.0 860 170.0 664 170A 882 170.0 930 170.0 1133 170.0 881 17x0 1176 170.0 By? 170.0 1417 170.0 B80 14t.7 1N7 170.0 680 111.6 1417 170.0 860 108.3 1417 174.0 We m 6.0.826111 170B 747• V0.. 170.01898 17x0 631 170.0 1048 INA 684 ITOA 1108 170.0 723 ISLO 1288 170.0 747 1488 1288 170.0 768 121.0 1288 170.0 Too 104.6 1288 170.0768 81.4 1288 il0A 768 w ^ Q F- 64 In 170.0 To 1*0 BR 170.0 m 170.0 891 170,0 1118 1710 754 150.7 1130 170.0 803 133.0 1130 170.0 837 IMA 1130 170.0 866 toOA 1130 170.0 881 88.1 1130 170.0881 76.3 1130 17x0 eel F .J • •8808 170.0 885 170.0 701 148.0 6 82. •781 126.0 015 144.5 746 108.9 816 1328 735 87.8 818 123.9 728 87.9 818 118.6 720 732 816 114.1 716 82.8 916 11{A 718 61.8 816 114.4 718 (� J • 431n 161.8 1�.�, 128.0 138.0•694 100.6 NO 1212 891 04.8 830 112.2 670 84.4 ss9 164.9 662 76.9 830 814 668 013 830 04.6 849 642 830 04.1 818 47.4 ea6 91.1 840 �1R 02.1 757 40.0 ON 110.0 767 1118•838 848 767 108.0 624 82.6 757 88.1 814 78.4 767 88.1 908 We 757 642 800 660 767 70,0 893 472 757 76.2 881 418 757 78.2 591 z OL •7261 101.7 60 IVA 052 64.8 &b 41 80.1 630 83.8 038 722 621 68.5 936 88.8 614 Me 838 81.3 608 {2A 838 672 600 38.3 838 548 487 310 698 552 497 � � Z •�� NA 5% 00.1 0498 711 8 .78.8..488 67A 470 84.1 671 WA 471 440 671 613.0 484 43.2 871 61.6 489 38.0 611 47.0 461 30.0 671 44.8 4{7 27.0 671 HA 148 m 4- 78 810 60. S 4Pa 89.7 •{2 MA 46S 67.1 642 0-1 446 50.0 50 85.7 449 44.4 60 51.0 442 40.0 56 47.6 437 33.3 641 429 420 20.8 642 40.8 428 26.0 542 40.1 423 Q o 0 min 62.1 407 63.7 381 0.4 407 46.{ 364 372 407 00.0 348 328 407 368 343 28A 407 W-1 338 240 407 28.8 334 21.7 407 241 327 1aB 401 24.1 321 188 {07 no 818 p b • BBM 42A 356 y.4 0 34.0 ',�1'1 314 347 368 3.{ 308 248 3513 28.6 304 2;1.8 358 28.1 300 21.6 389 24.0 a13e 17.9 SSB 21,0 288 16.8 065 192 284 N XL m f .- • 1 30.1 za3 30.0 2!5 25.1 2� 16.0. 251 21.5 283 22.5 247 1013 283 19.0 244 1417 283 16A 240 1St 263 1BA 237 • 111 m 27.8 207 0.3 52 2 242 23.1 �.� x18 teA 287 �.0 238 17.3 287 18.3 281 1S{ t8A 228 N (� fA •••IM• 22A 22&,,22.3 2170 18.3 205 18.7 429 tat 202 Q x O 0 T E 4B • • ANCHOR CAPACITY ADJUSTMENT FORMULA: �•� • AnehorCa el Table be ••• Substok • 2.711 3.64 rano. Hanaw u F1wcw Pi ate (ppw)X(ANCHORCAPg„y,)aANCHORCAP.„, 0.'a • o"IrElooWSSEW WIWEko U4.85Ebo 1H08kd 81281101 0112med MULLION CAP""°°"°' AnehorC6p Paheml•• ASW fYP� 3114°Ce tlRmaon °00 °°°n ut00eon 3.fa Eteo18trE0on 114r'Ebo ltO 40411 A9 teba000 A00reOa1W �ro8 Botae P5) p5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edea m s-947 1. 2-ur r 2.111 344 1• 2-IM r 2-t r r Sara r I 446 I 0.51 0.3za• CAPACITY REQUIRED'CORRESPONDING TO AN Emba41nent I-W law• I-W 1.Aw• r 1410 1-ur f-lw• t-IN" f•tN• 144 r I 13418' I 14w' WIN ACTUAL PRESSURE REQUIREMENT FOR THE zAnoM•04.76.69n o.arsknama oro5em caP crhl.ft =am MUM 450 as 890ma MIMS 27000 28D M3 354 am 74-0 as 37429 sea s4e ms 341 me a2tm sBo ma OPENING.WHEN IT IS LOWER THAN THE MULLION 4AMhM01.faMin.o.0.19WdffdlWOQee11CDPft.2k 460 n0. Imme WA WA WA RK 3800.0 WA WA WA WA WA ea216a 1120140 CAPACITY(FROM THE TABLE)OF THE SELECTED 4Archm493.6ano.C.1(2)WAnkC9psI(ft.4 780 ma no R0 880 as 150m5 Imam 54090 Se01ba WA 7130%, 7481bs 880 ma 1892 ba 682. ltsoma MULLION.IT WILL YIELD A MINIMUM ANCHOR 2Arch=0 CAS'w..0.C,)U40Up,MAW Alum.ft.4): NIA WA WA WA NIA WA WA WA WA WA WA WA WA 116 on CAPACITY WHICH MAY BE USED TO QUALIFY 1acnWrFceplcga7 tasma tasma teams 448bs 822ms 136 ms 1177 370 ma 1870.0 332 lbs 413M 170 ma 22tme 2801 ADDITIONAL ANCHOR OPTIONS FROM THE 2A.01Wa 1.14 Nn.O.C/F-qtp .ex 240 ms 950 ma WA WA WA WA tW 40ma ms WA ms WA I WA I WA WA 341 tba 44210e 680mt ANCHOR CAPACITY TABLE. ROD1TCfR$YISBLt NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. b CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. Ge Pimld4 NO or.0 FIGURE 1: FIGURE 2: TABLE NOTES: 1000• m �iG�ris 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, 410 PreJusl tbnol 1 2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. '%%M111111 7 t FIGURE 3: ` •• EN '��i��' 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.760' Qom:;••A1C SF 'P F-* • 117o . HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. Z r No.58705 ' ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILUED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED i ( Z�( f S: 44 FIGURE 4: FIGURE 6: FIGURE 8 YELLOW SOUTHERN PINE WITH AN SG OF 0.66 ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.12G S ATE O 'IV THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE}STRUCTURAL STEEL TO BEAT 'O� FLORWp ��` ® LEAST.128'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X 2.76•X AST MULLION tCs ••......• '.C9 THE MATERIAL 010 8 012 ANCHORS INTO WOOD MAYBE STEEL,184 S.S.OR 410 S.S. SZO RIAL • A.LYNN mI1LER P.E. FL P.E.#58705 TABLE 5A � MWIbnOa as Table 0.011 opening Wldth(10 efic*4perWngmi lors)or nhtyHelBht(brW=t tJgpmWngm ffons) 8081 60 in 701n Win OO in too 1. 1 1281n 1401n Isom RaolmlgWar 7tepTdaty. Reotnngtdet T180vang. ReotangWer TtelYMeng. Reatangier itefYflmo& 1rmtangukr TMOT&M. RodwW 0.r VWMmg. Reotalwar TWO RUM Raetengalat I Wep/I6=1;- N n 1"x 3.728"x Loathe Loading Lmdng Loa Ng Loading Loadit 9 Loft Loaft Loading LOS" Loading I oaft Loafing Landing Loading LOadng LoadnB Loafing gY AW Alum Tube Mug Im O_ N 42 m ira0 eao 170.0 499 170.0 744 170.0 478 Vat) 688 170.0 608 170.0 002 170.0 610 170.0 1118 170.0 621 170.0 1240 17ao 621 170.0 14µ 170.0 521 170.0 1735 170.0 521 184.1 1802 170.0 621 LU _ 460 170.0 706 170.0 624 170A SW 170.0 684 170.0 W2 170.0 We 170.0 1133 170.0 661 170,0 1276 170.0 677 170.11 1417 170.0 680 157.7 167/ 170.0 ON 195.1 1677 170.0 880 1163 1617 170.0 660 N 50105 In 170.0 74 170 683 170.0 899 170.0 631 170.0 1018 170.0 654 170.0 1195 170.0 723 170.0 1346 IT0.0 747 170.0 1494 170.0 758 1413 1495 170.0 768 121.6 1493 170.0 756 111" 1495 170.0 758 1L Q Q b41n 17&0 70/ 1*).0 M 170.0 OSB 170.0 691 170.0 It% 170.0 754 170.0 1276 170.0 803 188.1 1401 170.0 837 149.5 1401 170.0 BSB 124A 1401 1".0 881 100.8 tot 170.0 861 03.4 1401 170.0 Bat m • (fl • •f•e 1700 883 170.0 701 170.0 1 767 168.6 1168 170.0 878 138.7 1188 187.0 928 123.9 1168 158.6 817 111.0 1160 14&7 010 82.6 1168 144.0 863 70.3 1188 iM.6 903 844 1168 /44b 003 • e3 In 17&0 108 158.8 1 170.0 640 137.0 1049 155.5 BBO 110.6 1049 141.7 848 108.6 1049 1920 We 419 11140 12&6 828 7&0 1049 11&3 620 86A 1048 118.0 819 1•A IOU 11&0 8f8 •11111B•16&8 063 170.0 708 138.0 ON 161.3 am 1141 056 1337 788 1042 = 121.4 778 826 955 112.8 788 83.4 � 100.4 757 6/6 956 98b 749 58.8 055 08.1 740 621 865 06.7 748 Z III •72In 126.0 803 154.8 an I07A 41roi fj4� Bet 01.9 803 101.1 810 80.3 803 912 880 71.4 803 Me 810 84.2 803 X6 842 535 803 722 632 46A BO3 BOA 828 40.1 Sam 847 827 > N R Z •0&9. 1083 771 111 GIA BIA 97. 818 74.0 721 84.1 ON 68.3 721 78b 693 80.7 721 70.1 888 50 721 65.4 579 46.6 721 69d 659 30.0 721 68.8 584 34.1 721 541 683 ?O .- • 101.0 OA 109.4 84.2 4Bµ OB.4 687 722 6µ 76.4 576 83.1 684 70.4 587 W.1 884 64.4 668 We ON $9.0 651 421 084 04.1 641 98.1 864 61.9 638 SIA 881 BOA 634 W p • Win S.8 ON 07.8 458 54.8 814 T 4W 47.0 6H 50.0 440 41.1 614 44.S 433 3&6 614 40.8 427 328 61{ 37.9 421 27.{ 814 39.0 412 23.8 614 30A 408 2" 614 28.0 403 • 542 4 452 4� �/d 390 98.7 462 40.0 390 93A 452 38A 9µ 30.1 482 92.0 376 27.1 462 30.3 373 22b 462 24A 386 1&4 442 242 369 18A 432 228 336 N � • OB Me 38.1 357 38.8 *2 31.1 3W WA SO 272 357 28.4 312 23.6 357 282 308 21.1 357 22.7 303 140 967 20.8 288 10.8 967 18.0 20.3 ISA 357 182 287 11.0 357 16.0 283 N N • 52 0 /111ti 35.1 338 115.8 308 20.2 9V d 901 26A 338 2&1 208 21.0 338 23.1 2W 1Bb 3311 20.8 298 17.8 338 140 284 11A 338 18b 278 12A 336 14b 278 11A 338 13A 2� � M � 3 •• i7Wtie 27.7 282 283 23.1 289 148 289 20.5 268 17.3 288 141 262 18.4 289 18.9 249 19.8 288 14b 248 11A 289 12b 240 9.9 289 11.{ 238 0.7 269 t0A 232 Q O O T1tf�E 56 • ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 N It I • • AnaborCe d Table ANCHOR CAP.,,",,,„ • ••• sroyate • 7acotc saztxx. a4u FmnlcS+u PTWaaf Mae! (OP,)X( )oANCHORCAP.- • • NIG Eke 9r 96 Ex We Et vs ss Dao Ste sted 0128ted 012 steel MULLION CAP.,,,„"„ AnchorCOpPatten%* AmfaTas, 3fIWFJ tMman 9rOtolfnaton ulmon NIGEItotAmtm 94Etotlmato0 Ag 00901 UmaCd1 Ag21a09or SCION(eq sttenp5) str6W((ea) USE THIS FORMULA TO OBTAIN THE'ANCHOR E09a DsteCe 014 r 2-t/r t^ 2.92' 3.1w• t• 2Orr 1^ 2-94' r 341V r 0.4B• 064• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Eml eonem ia/r fy4' 1314• 10.4^ r 1-1w_ 1114• 1.14• 1.94• tan• 144 r tars' 15re' 10109 ACTUAL PRESSURE REQUIREMENT FOR THE 2Alyhoe®1.7G SIirt O.C./6101tlae a O•e112'p(FIg.n 390ms 3mm9 4W•9 6909n 1 ms 270 rA 2m oB 9611b 74oms $74 Ms 69409 MrA 3t15n ma OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMtmr9®LIN)AhO.O/Shnftd(%OMe1)19p(Rg2) 460 On ?Doge IUA UA hA IUA 38009 wA IBA nA IUA IVA 56209 88508 -imus CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMhW Q3'Mtn.o.0./(2)2i6A101et21p9/0183) 78D IN 7mma Smos 150 ms ta08ms s4oe9 ammo IIA 76o1n1 7430 88909 It=Re m21� BBB me 1120®s MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Afx0ols®6.44•M91.O.0./uc9p.mm.t2G NaM,Fg 4l NA IUA nA IUA IUA UA tUA IUA IUA WA IUA IUA IIA 1M M73 mB CAPACITY WHICH MAY BE USED TO QUALIFY tArclm/F (R95) 105 WS 11608 225E7 446 Be B92Its 19a9n tng•s 177 me 370!06 187.4 3321W 479 is 170®f 221 mB iwss ADDITIONAL ANCHOR OPTIONS FROM THE 2.00.1100.@t.tNW1L O.CJF (Rg 240 mi 350 as 11A IUA IUA IUA 100me IIA IUA RA IUA IUA 311 442 me Was ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLW. o ] wbh Ib0 pbr(da r9r h1.000'• taxytnroONo FIGURE 1: FIGURE 2: TA13LE NOTES., 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GMMAL INSTALLATION METHODS. ado edvel nim! 11\11111/// 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE &128 pNy_,LYNN ...., FIGURE 3: , !� 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS 21-23. `�Q� ..�10ENS '•,F.p �� • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705FO ~_ ANGLE CLIP MUST BE USED IN PAW. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED •� ^,,,D: 2 CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED •, FIGURE 4: FIGURE 6: FIGURE 8: YELLOW SOUTHERN PINE WITH AN SG OF 0.86.ALUMINUM SHALL 8083-T8 AND BE A MINIMUM OF.125' 1•X 3.128 X.S MULLION O TATE Ot :•tt/Z THICK.STEEL STUDS TO BE A MINQdUM GRADE 33 AND.04b^THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT ••• (OR10 •'• �� ® LEAST THICK AND 138.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1•VF MULLION) : ••,••,.A• \ THE MATERIAL>Y10&#12 ANCHORS INTO WOOD MAYBE STEEL,IB-8 S.S.OR 410 S.S. 5'SF�ONAL�C� A LYPII�r(d11Ll�Ii,P.E. FLREX 88705 TABLE 6A Mullion Cepaegy Table P&ff,) Opening W[dIhOr%wgcaUgwdngmullons)orOpsnlogHeight(for hailawb spemingrwAons) y'tet: 60 in 001n 701n solo 8010 IOD to lzom 14oIn 16D In 8321 RWbmpdm7is718leng. Remea u TmWdenv. Reatwaft Tmple wm Reatenp4m T-wr mg. Realen4lier TSB• Remmlgder Trgsrdmq. Adm UaP7fdep. a hbNfdare Reotm•w Tie mm9 oa . 1+q Ix4x.128 Ldn9 Lwd� Loaft Loft toaft L."no Laxd.O L0a80p L-ft Laedla9 LaeQog Lo�n9 tok6dq Ioaam Lo4•a9 Loaf9 LWON �Y Alum.Tube Nm 421. MO ON 170.01 438 170.0 744 Mal 478 1170A BOB 170.0 ON 170.0 892 170.0 518 1700 11t8 170.0 621 170.0 1210 114.0 621 117U 1480 170.0 621 148.0 1189 170.0 621 1127.6 1488 170.0 621 40 In 170.0 708 170.0 624 170.0 800 170.01 604 1170.0 992 170.0 030 170.0 1139 00.0 661 170.0 1275 170.0 877 168.3 1909 1700 080 130.3 1303 170.0 We 111.7 1307 170.0 000 87.7 13M Me 680 80.1061n t70.0 741 170.0 s8:1 170.0 898 170.0 831 Me 1018 170.0 684 170.0 11N 170.0 723 10&t 1236 Me 747 140.5 Me Me 768 117.1 1238 1700 756 100A 1236 170.0 768 81.6 1236 1700 768 � �� N a4tn 1700 796 IaO Of 170.0 908 1700 891 17&0 Me 1700 764 114A 1168 1700 800 1372 1166 170.0 837 1235 1168 170.0 ON 1029 t168 170.0 861 882 1158 170.0 881 772 1158 170.0 On m � 0 • •CI 1700 1 .0 7M ismT I . 787 1429 IOU 181.1 832 126.1 1042 116.7 818 1112 1042 1309 801 Me 1042 130.2 781 6L4 1042 121M 782 715 1012 12&1 700 626 1042 1�.1 782 • 631n 1me ON 170.0 AS 151.2 8B• MA 818 12&8 682 144A 799 113.4 992 131.0 702 1009 992 121.4 788 907 992 114.8 786 769 092 tO&4 748 849 IN 10&0 744 68.7 992 10&0 744 � J •p Y 18&4 847 1 a 1379 J47 148.0 788 11&1 947 130.3 788 INA 647 117.7 752 919 847 108.7 736 827 867 1022 727 899 W N.t 713 69.1 947 915 711 61.7 947 84A 711 Z 721n 136.0 80 1 2.7 737 1132 e49 121.8 722 975 848 108.0 7N 849 849 98.4 888 7&6 819 8&7 888 879 848 827 878 B&8 649 76d 869 40.0 819 728 862 425 818 71.1 861 ? WD. 761n IWO 762 1207 600 80.9 782 t028 862 [478 D.0 60 71.2 782 809 820 84.2 782 742 620 67.8 702 692 00 4&1 782 64.8 602 41.3 162 599 6W 38.1 782 8&4 896 IL Z brn 106.0 1 69.0 621 9 6N 869 724 74.4 699 M.4 721 88.1 591 634 724 824 083 449 721 67.3 W3 382 IN 642 6W 33.4 7N 639 5 - r ••• 1b• 69.6 $431191.0 464 68.0 4840 Q• 474 20 466 435 613 47.1 458 389 50 42.8 452 349 50 39.6 448 28.0 813 349 430 ale 60 32.1 430 21.7 lN3 30.7 426 j �1 O • 0 Wet• 67.3 478 N.0 W 47.8 471 �Li 419 3.2 02 36.8 470 385 409 319 4M 36.6400 28.7 479 320 3N 239 478 2&1 368 20.8 478 289 300 179 478 24.2100 In• 40.3 1 330 8 335 0.0 330 26.2 377 2&8 325 225 377 24.0 M 20.1 007 22.0 3t7 18.8 377 19.0 310 NA 377 17.1 300•?1&* 37.1 3W 379 373 90.0 3W 31.8 318 7.8 313 23.2 357 24.4 909 20.0 300 72.0 308 t&8 367 20.1 301 1&4 307 17.4 294 x12014 29.9308 78.8 279 24.6 274 1.7 270 18.3 309 102 29 tB3 308 17.3 263 X Q •• 1T.0 72 19a •• •• Q r Q Q a m T xis E 8B • ••• • ••• Anchor Ce el Tabic b• ANCHOR CAPACITY ADJUSTMENT FORMULA: • te: 22kConame 39ko60o. HODMCMU FD1edCM PTVtaod Mm (Opp)X(ANCHORCAP.,,�„,, ) ANCHOR CAP. ••• 6116Ebo 1/468Mm VIO-Emo l0r20Eteo 610Steal 6128teel 812sled \MULLIONCAP.,,,,,,,,, Anchor CUPPattema An41ar 3n8't3ootOtraom t/4t74at0bemll Mom 3H8"EboUlkaoov ttb'FJ¢oteOsom ApgreGalm U6rOM AMOOM 6maw(G5)Gom(W) 9ere9r(65) USE THIS FORMULA TO OBTAIN THE•ANCHOR EegO/701802.M7 r 2-lir r 2-gr 3.115 1• 2-IW 1• 2.172' r 3.116 z 0.46 656 0524 CAPACITY REQUIRED'CORRESPONDING TO AN Emtle•nmt ft I V4' 1.114• 4014• 1314' r 144' 1-114• 1.114- 1-V4 1-114• t-1M r I-w 14V vertex ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhms 04.7E k6m O.C.I S WWWOOseICDP pap.1&$ 390 me 390 ms 450 bs MPA 044 Dn 270ms 280 ms 35400 740 Ms 374 as Ihs 9•N lbs 941iW d ms OPENING.WHEN IT IS LOWER THAN THE MULLION 4Anobma 0 2.75 Mb.O.0/8tvldam(WOM"M f 4 MMS 7N me SO Dw 14t0lbS 912 ms Nm 660 rob WA 630 ms WA 88DIba WA seems -Wu-- 112o ms CAPACITY(FROM THE TABLE)OF THE SELECTED 8Ambom 601.15'MN.OAA Studad(WOOMO CUP(Fig.47 980ms 1400 ba NIA WA WA WA 76010! WA WA WA WA WA 1383 ms t770Dn 2240ms MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 And=03•ken O.C.1(2)2.3 A.&WP$I ft 4MMS 78002. 880 bs 16801bs 18Mms 1 500w 66016. NIA 7002! 7488• 8801bs t=Ihs 08223 SUrA I 1/26 ms CAPACITY WHICH MAY BE USED TO QUALIFY 6 Andom 0 r Mh O.C.7(2)20 AMb C49/(0.9 ej 1476 ma 1170 m1 1020 Be 2340ms 12044 Dq 810 m8 64010s WA 114010e lt22ma 1320 Ms 263e r. 1022ma 13272! Ism ms ADDITIONAL ANCHOR OPTIONS FROM THE /AnbM1800.4E bOn.O.C./1142/.0 iota.126'.00202.ft.7p 836\ WA WA WA WA NIA NIA WA WA WA WA WA 141.0 WA 1490 ms ANCHOR CAPACITY TABLE PAODUCI'ABVISBD 2Am}nm 02.2E Mtn.04)F�p(Hy0 350 me 350 am 290 M3 703 bs 410bs WA 280ms WA I Mao WA 0005 WA 341 m0 442 Ito 68023 Bu0d108i��aftllfbel7otllte 4A0ahm0 0 1.IE 6134 0.C2 FCQ 480 We I 700 Re I WA 1 WA I WA I NIA I 380m3 I WA I WA I WA WA WA 862 m8 Mlbs limas Aa+e�mtse �/}IJ NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.000' (••- v a. TABLE NOTES: Neml a st 002601 FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 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. \``��ON ie��' 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ,. 110ENgp •.F.P • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'� =� No.56705 TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW = FIGURE 6: FIGURE 6: FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. c • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED • • • • CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C90.WOOD SHALL BE PRESSURE-TREATED YELLOW 125' :�'�S.•FCORIOP.•' \?: SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF.128'THICK.STEEL ;C� • ••...•• C'! STUDS TO BEA MINIMUM GRADE 33 AND.045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK ANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL..#10& 1•X 4•X.12E '/ 1 v� #12 ANCHORS INTO WOOD MAY BE STEEL,15-8 S.S.OR 410 8,8. MULLION A.LYNN FIIIL9870 P.E. P.E..#58705 TABLE 7A + Mullion Capaolilly Table Ibe I� Opening WIBtn(forv918oeQy-spanning rmftns)orOpenIng He (M+ho14018a076p ale n Mare) ~4 Goin so In TO In 90 in 00 in 10bm 126 in 1401, I$0 1 x 4[.376 Redm*W- Twwrden& 3284811948 hap7rdag. RemnOder Tr697rdmry. 328818948 it�/rdelp. Reden9dar Tta4JTAeng. ROOtan49d TmpTddt9. Rooml6pdR 7IepJTdaaq n64mng1dd ' 110• �de0d0T T�aP7Tdan8• p n Ix4xAlum. be Ll ft Loaft L-010 lmdrtA LW&V Leedne Loaft Loaft Loaft Lawns 1,684119 Loft L-ft lesdng L� �p9 Loaft Lawfiv tib 4' Mullion 42In 170.01 820 170.0 4N 170.0 744 1170.01 478 170.0 886 170.0 608 170.0 W2 170.0 519 170.0 1118 11&0 1 621 170.0 120 170.0 1 821 170.0 1488 170.0 521 1170.011733 170.01 521 170.0 1 1983 170.0 521 J W 48M 170.0 708 170.0 524 17&0 me 320.0 664 170.0 W2 170.0 610 170.0 1103 170.0 881 170.0 1276 170.0 877 170.0 1417 I70A 880 17&0 1700 170.0 880 170.0 1983 170.0 980 151.8 2M 170.0 680 1IIILLLL 5005 In 17&0 747 170.0 863 170.0 898 170.0 631 170.0 1018 170.0 884 170.0 1195 17&0 723 170.0 126 IMO 747 110.0 1496 170.0 758 Me 17W 170.0 766 169.0 1819 170.0 758 138.8 1918 tido 768 � �� boa 1700 1;0. qJ2 170.0 966 170.0 691 17&0 1148 170.0 754 170.0 1276 170.0 803 170.0 t434 17&0 837 170.0 IBM t70A 968 169.0 IM 170.0 881 19.1 17W 170.0 881 120.0 IM 170.0 681 m � OF •• 170.0 8A 1 0.0 701 170.0 ge83 wfRl 732 170.0 1240 170.0 878 17&0 1417 170.0 SH 17&0 1124 170.0 998 188.0 1619 17&0 tOY.i 120.8 1810 170.0 1083 111.0 1819 170.0 1063 87.2 1818 170.0 1063 J • 631n• 170.0 840 170.0 *6 170.0 tldp 170.0 ON 17&0 1302 170.0 940 170.0 14N 170.0 1016 166.7 ISO 170.0 1076 141.0 1642 170.0 1122 117.6 1542 t6U 1168 10&7 159 167.9 1167 48.1 1042 187.9 1167 •��• 17&0 170.0 1W 170.0 003 170.0 1384 170.0 1002 1809 1322 170.0 iW8 142.6 1472 168.8 1148 128.6 1471 168.8 1130 107.1 1432 117.8 1108 813 1322 148.0 1112 80.3 1472 140.0 1112 Z g 720 17&0 1063 170.0 W8 170.0.427154.170.0 1W9 1WA 1320 166.2 1101 132.0 1320 149.9 f0p2 117.3 1320 137.8 less t05A ISM 128.8 1(149 88A 1= 117.0 102 75.4 1� 111$ 1013 6" 1320 112A 1012 r2 0- min min 17&0 1122 170.0 e37 1499 1184 69.4 1913 12&2 1164 UAS ON 112.2 1104 126.7 476 9&7 1184 1188 984 W.8 1164 1479 882 74.6 1164 97.8 WB s4.1 1184 W.1 027 681 1184 023 me � N Z 18&1 1 4 7[46.0 11� 4 (186 1189 1124 7288 947 103.8 1124 1763 831 W.S 11N tO3A 918 83.0 112 88.6 808 69.2 11N 698 890 693 11N 84.3 881 61.9 1124 812 878 a- r • %AD 1081 614 41116 M •8S4 W* 738 772 124 821 72 878 sN 73.3 712 80.1 644 888 702 BGA 844 41.4 693 46.0 044 NJ 875 389 844 W.0 888 318 644 47.7 862 � :3 • 0 e9A 742 013 VS 7 JW 852 618 742 672 641 9.7 742 WA Of 4&6 742 64.1 622 443 742 40.0 814 37.1 742 416 600 318 742 3&8 � 27.8 742 37.5 684 h 14 yg{ as O • 108 628 6� •688 We 621 44.7 688 489 613 39.1 586 41A 505 319 688 378 4W 31.3 686 34.2 482 18.1 G86 29.8 481 223 0.88 289 0.2 10.6 688 21.7 468 N 5r^1•f6 O • 41411• 67.8 655 663 609 95 499 498 H.2 686 420 487 380 WS 38.0 480 32.0 856 34.2 473 2&6 866 31.3 487 2.0 866 27.1 487 209 6W 2.3 126 10.0 655 224 4421200 869 471 12.4 433 6 428 82s 478 33] 420 26.8 478 298 414 26.S RB 2&8 4W 22.8 326 24.6 404 19.0 476 21.1 396 18.3 478 18J 387 1/A 478 172 381 28.8 3110 23.7 306 QM 301 tag 330 198 297 t8.6 140 17.0 29S Q Q T E 7B • ••• • •• _ ANCHOR CAPACITY ADJUSTMENT FORMULA: o. 96404.0 An her ty Tablee • 2.7k0aat•6 3.5kcam. HWWC?AU FMOdCW PTYT60d Mina (DP,�)X(ANCHORCAP.,,,,,, _ANCHOROAP._ ••• &W Isco 1117 46 Soo BMW 1186 111785 Ebo 816 Bind S/2 sled S128md MULLION AnOhorC6pPatteme .0x1261 9118 EboUmeoon 17fiEboUmaean 918 QooNte¢on tn•EkelI1r66an tnuaoat AWmOamr tmlman A90m0amt 86rew(032 Bare(OS) 8ae4v(65) LSE THIS FORMULA TO OBTAIN THE'ANCHOR Ed00 aster"do): 1' 2•tW 1• 2-14' 3-tW 1' 111r P 2.147 r 344 r 0.46' 0.64' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN ambmtwil 1.214• I-W Vaw tan• r 1-tn7 1-1141 1.214• Mw t-US r tale 1897 16daa ACTUAL PRESSURE REQUIREMENT FOR THE 2Ancha6®4.7V Mh O.41Sm m0d6d0p(F0.162t 300 m0 390 ma 6s 89060 104460 27000 354116 740116 9400 68460 94860 341166 442 560 OPENING,WH EN IT IS LOWER THAN THE MULLION 4Andm 0 225 Mtn.0.4I81ea6md W0*0Cb ft.$ 76066 700 m0 660 ma 1410Iba M6s WA WA 616 m0 WA Boo rob WA 462•a 895 Ms 117066 CAPACITY(FROM THE TABLE)OF THE SELECTED SAnOm 01.15-Mh O47 Slmdad(a OM"C9p ft.47 98066 1401110 WA WA WA WA WA WA WA M WA 130_ 177068 2240158 MULLION.IT WRL YIELD A MINIMUM ANCHOR 4Anodas@3hen o.4t(2)24Anglacap Ift.4 79066 76om6 GWms Owes 149Bms slows WA Men 7485» Mlba 199268 692W Bas me Imen CAPACITY WHICH MAY BE USED TO QUALIFY B AlaM16 M r M(n.CA.7(2)215 An9m CEM/(Fq.Bk 1170 m6 1170 ms 1020 m6 23401 7844 610116 WA 1140168 1122ma 132012 289860 1022 m6 1321ms 1880 ma ADDITIONAL ANCHOR OPTIONS FROM THE 4 Aoahae®0.a5•Mo.4o./Uf2lp,kdo.l2SAdtm.(Fg.7k WA WA WA WA WA WA WA WA WA WA WA NW N81 tp060 ANCHOR CAPACITY TABLE2Anehaa®2.76'mW.O.C7 F42p(fl9.BZ 360 m0 312110 280 BinMbs 478160 198 WA 91500 WA 4Pom5 WA 341118449.87 4Wm9 700 Dq WA WA WA WA WA WA WA WA WA 862 ms 835811 NOTE:FOR THE OFFSET(IIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. _y 1.OBY f•'- --� 1.000' r-- TABLE NOTES: Mia1a eda Reduce Comrol FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURES.. 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 'NO 411 t 14 t 7 • • • • • • • • • • • • �.`,tpNVA9iii 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE ,......, t7'•,, • • • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 0 SHEETS 21-23.HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.007 4•LR - No.58%0.5 SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. - _ NI-S FIGURE 6: FIGURE& FIGURE 7: _ --O • • • • OROU�T-F LLEO CONCRETECSHALL OCK UNIT(CMU)NFORMSWILLACI CONFORM TO ASTM M.WOOD SMALL BE .• ' �Q S TAX41. • • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN Be OF 0.66.ALUMINUM SHALL BE 1� •. LORIOP,.'�� 6083.76 AND BEA MINIMUM OF A2W THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND A4T 376' 6' �,si ........ ` THICANGLE CLIP(FIGURES 6&6)MUST BE USED IN PAIRS. INTO METAL SHA18 LL EXTEND ASTRUCTURT LEASAL T STEEL SCREW THREADS BEYOND ETM MATERIAL.010&#12 1•X 4'X.375TO BEAT LEAST.125-THICK AND A38.ALL ANCHORS ' 1 .' ��l�N LY&"'P. ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 S.S. T-MULLION MULLION A.LYNN N11�6870 P.E. FL P.E.#68706 TABLE 8A � MuMan Capaft Table Me Opening Mdth(fotver w44paMr,g m Mom)orOpening HeIgM(roriad IReOyspemdng ml�are) �r��111�� 601. 60N 7014 EOIn 901n thin 120 in 1401 18o1n • 1.26"x RM I-Oaa T4epm" Rodeae Aa TOWMan8. Redw*sr VWTdW. Reetrg t TSB. 74817040411. Trap•t4 71eP a itma, • Trept0leng. Re4latAtBet TmprfdNIZ q 3.106"x Load.g L-A-9 Lw1** L-ft[ Loadnq Load.B tftdeg Loaang L-ft Lsadhg La"v Load" tan4V• t=&4 toaft Loaft Uad41g Lat4Ng wY Tube Mull � � � b� � � � � � � � � � i I I a I � $ m d 4214 170.0 820 170.0 436 170.0 744 170.0 478 1780 SW 170.0 506 170.0 892 170.0 610 170.0 1118 170.0 521 170A 1240 170.0 621 170.0 1480 170.0 621 170A 1736 170.0 521 151.5 1789 170.8 621 4 8 In170.0 708 170.0 624 170.0 850 170.0 684 170.0 892 170.0 030 170.0 1133 170.0 881 170.0 me 170.0 677 170.0 1417 170.0 M0 164.8 Iso 170.0 880 1317 1648 170.0 850 116.1 1618 Me 860 1n 170.0 7/ 170.0 563 170.0 B98 170.0 831 170.0 1048 170.0 684 170.0 1186 170.0 713 170.0 1346 170.0 747 187.0 1488 170.0 716 139.2 1458 1780 769 118.3 1488 170.0 765 101.4 1488 170.0 765 LU O LU 170.0 701 ODA �2 170.0 965 170.4 891 170.0 1118 171LO 751 1740 1275 MA 803 163.1 1378 170.0 687 148.8 1318 17.00 865 122.3 1378 170.0 881 101.8 13M MA 681 91.7 1378 170.0 5811- •• • 170.0 A 701 170.0 083 781 /M.9 1158 170.0 We 198.0 1156 WA 890 123.8 1165 166.8 918 1110 1166 180.0 892 827 1168 144.8 868 79.4 1188 1N.5 806 88.8 1168 114.6 006 � W J J • 170.0 Me 170.0 R5 160.1 1081 M.0 8W 137.2 1051 165.9 862 120.1 1051 14xO 048 106.7 1051 132.3 837 90.1 1051 126.7 B30 80.1 1051 1145 022 We 1051 MA 821 60.0 1051 118.1 • 107.1 057 170.0 We 139.3•957 961.8 so 119.4 967 13.00 M MA 957 121.6 777 all W 112.8 787 89.8 967 IMS 706 SM 057 1040 706 59.7 967 089 748 522 057 98.9 748Z 120.7 804 2 898 1070• 116.5 884 919 00{ 101.3 871 WA BM 91A 606 71.6 80{ 84.1 806 B4A 501 78.8 813 69.5 8D{ 72.3 839 48.0 804 89A 829 40.2 804 69.5 068 10&4 772 114.0 630 910 7Z2 970 816 780 727 86.3 BOB 88.4 7Z2 75.7 688 80.8 772 70.3 688 6L7 722 866 606 45.8 722 06,5 670 70.1 722 60.7 666 340 772 b8a 654 Z 101.2 81y .5 �0 84.1 �0.0 696 723 BM 70A 677 MA 886 70.8 888 682 886 6<.5 680 W.5 89.1 606 6.Z 068 04.3 619 880 8M 61.4 067 31.5 606 60.7 630•• M9 615 467 01.8 676 4M 440 47.1 616 06.1 Mt 41.2 515 M.7 434 389 615 40.5 128 33.0 5M 37A 477 27.6 616 33.1 N3 23.5 B16 30.6 407 248 616 29.1 404 X• as 453 63.8 •04 46.3 etV 39735.8 469 {1.0 391 33A 453 38.4 306 30.2 463 33.0 378 270 {63 30.4 374 2z.5 406 Z88 388 184 463 54.3 306 97.0 463 229 968r 38.1 31.8 8318 270 358 2&4 313 2A.5 358 262 3M 210 368 227 904 10.1 365 50.8 306 169 338 18.0 1B335.1 336 33.8 308 20.3 338 341 301 26.1 338 21M 207 22A 338 230 1B3 146 938 209 288 17.8 398 19.1 186 X 279 280 28.3 284 230 291` 13.8 280 We 280 18.1 t B.9 186 ••• Q N tt�� Q T�BtE8B • ••• • •• �O •••• • MchorCa Table a ANCHORCAPACITYAWUSTMENTFORMULA: ANCHOR CAP.,,,,,•„ • BOIBtrate 2.75Corctda ssecava HomwI= FMDdCMU PT �61N-W (DP_)X( )=ANCHORCAP.- ••• MULLION ats Elco jVr88fta61s E10 FVrSSE10 0108te8 4n28tedMehorCBpPat9eme k4ftft oU6lecm vd•6coVdlazon UOmEtt 9/1s0ooU0ram vd•EkoU9acan � Uffetca E Stmw USETF83FORMULATOOBTABJTHEANCHOR Eaga asime 6n) 2-vr r 2-Ur 3.v5• r 2.1W 1• 2494• r Sus 0.48' OA4• CAPACITY REQUIRED•CORRESPONDING TO AN nla9 15/P 4510• 1514' 2- 1.114• Mw 1414• 1-v4• 14/0• 1-v4• 1-w 1518• ACTUAL PRESSURE REQUIREMENT FOR THE 2Anoha3®475 Un O.C./8twdwd a maw cap(Fig 11 300 ss 406 81s B90 ma i ms 27015 2m Ws 361 We 740166 4®s ON I s 916 me 341 ms 44200 680 Ms OPENING,WHEN IT IS LOWER THAN THE MULLION 4Aneaas®1.16•IA1n O.C./91M"(a OmeO (R9 2) 706 WS IW WA N/A 111A sm es ILIA IVA IVA IVA WA 882MS M808 112008 CAPACITY(FROM THE TABLE)OF THE SELECTED 4AaMn@T O.C.I M 215 AM%COP I IRS 4 706706 SWI3l 1BM09 IMSMS 5m� am lm ILIA 760118 74BWS 580700 180270 M29s M RS 420068 MULLION.IT WILL YIELDAMINIMUMANCHOR aa®0.6YNO.C./UC5P,MAW Alum,M,41 IVA IUA HAY IVA WA WA IVA IVA 1VA IUA ILIA ILIA IUA 1430 US CAPACITY WHICH MAY BE USED TO QUALIFY 1A1xlw/F4241(Flp 6j 196063 1961s 7e In 41688 8771s 19884 1401s 1n 705 s7o1La 1B7 Ws 9$Bs 07313 no Ws 221063 280 We ADDITIONAL ANCHOR OPTIONS FROM 771E 2Man 5 t,15,IAA 0.0/F 24DIU9 $50116 WA WA NIA NAl lmxe 11A IVA IgA IVA WA F37 44213 Mean ANCHOR CAPACITY TABLE PRODUCPR11VL48D NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. n° 7�112flb UtiSP!°dda FIGURE 1: FIGURE 2: TABLE NOTES: r-,.2so•--t ^QNB - .Ul. • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION 1 e PredOet Cwarol ON LOADING.SEE SHEETS 2-4 FOR GENERAL.INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ��Y N.(LYNN FIGURE 3: �0•,.....,•.111. 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE 31� �� ............. 11GEkSg''•�Fp C�MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS Fe 1BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXNMATE HOLE LOCATIONS. .286' _ No.58705 IN PAIRS 4)SUBSTRATES:CONCRETE SHALL CONFORM TO AC13D1 SPECIFICATIONS.HOLLOW AND = t FIGURE 4: FIGURE& FIGURE B: GROUT-FILLED CONCRETE BLOCK UNIT(CMI)SHALL CONFORM TO ASTM C-90.WOOD SHALL _ ; ••. r O• :, BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE J, 8083-T5 AND BE A MINIMUM OF.126'THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND % T .046'THICK(18 GAUGE)STRUCTURAL STEEL TO BEAT LEAST.128•THICK AND A38.ALL 1.26'X 3.168•X.283 MULLION 11,�s....°(OR1D0•.••'�\? [L ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. (1-106•VF MULLION) %/S "OffN► L 00 8#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A.LPNNIIy{ 4ER;P E. FL P.E.g 58705 TABLE SA _ Muition Capacity Table Pale) Opening WidthVarvereoafyspamft mdom)or Opening Height(ferhodsonla6yapanNfg r1d14or•) 4' 0+ so mN 701. soIII 90t. 1001n I 140N INN 116x9.26 �78.2u1et 1110"a1• Raoblgmar T.Wam. RMfa1g10er Two" Ld u RMtalgdm T•4 1taWm9anr 118{VM3Iq. RMLLa2W7 RI•Iflftn9• Re0te1fI62a7 Ta+pTdeag. lteawwflt Trep?dM9 f6et1e.9tdv TaeP77dan1f, p a k, Lwft laamq LOasn9 Lom1No I"** L9aa.g n lasam L.ed,• I.oaang tuft tooft tmd.9 L9san0 1.6atoo losan9 Lasdn9 Laea.e X.100Alum.Tube aa MulOon 11 if 11H1111h11 11 11 11 1 111 1111 11 it if 11 if 11111111Z Iva '0 421. 170.0 820 170.0 435 t70.0 744 170.0 478 1700 ON 170.0 808 170.0 1 992 170. 819 170A 1146 170.0 611 153.3 1118 170.0 521 127.71 1118 170.0 621 I(19.8 1118 170.0 621 968 1118 tr0.0 621 � '"a In 1760 708 1760 524 170.0 860 IMO am 167.6 We 170.0 6W 1467 978 170.0 861 MA 878 1760 N7 117.3 978 Iran BBO 97.9 978 1700 880 83.6 876 170.0 9m 769 978 17oA 880 50.828N 170.0 747 1700 563 170.0 848 170.0 631 1607 927 170.0 894 131.9 927 166.6 108 1171 an /68.1 699 1066 927 1669 889 87.8 927 180.3 896 70.4 827 HAS BBS 869 927 1863 896 Q.g (n "1. 170.0 787 170.0 aft 184.6 889 1700 881 132.5 888 1539 m3 11&0 BBB !41.8 669 INA 889 134.0 0m MY 689 129.8 861 77.3 989 1268 652 981 889 126.8 m 81.9 889 1268 662 w a$ 0 • 80fn 1432 748 ]ff 119.1 7 182.0 boo 102.9 748 117.8 808 89.8 148 1079 689 78.8 7N 101.0 l739 71.8 748 989 Be? 667 749 93.3 883 61.2 746 93.3 683 44.8 748 833 583 0 ((pq.• F WJ3%0 23.7 On 13LO 679 1931 ft 111.2 519 884 877 1mA 666 77.3 077 91.4 618 867 871 96.2 Hie 619 817 $1.0 b34 819 en T1.0 e28 b1 077 78.7 828 337 a" 78.7 628 � J J MN 101.8 817 4 867 817 97.8 6% 18.9 917 88.3 609 87.3 817 78.9 6m 699 911 7211 494 639 817 867 d69 K8 817 044 484 98.4 819 83.7 482 938 817 837 482 ? 4 •/Leaf• 029 a19 •7.1 4606 89.1 6/• 74.9 4/B 691 618 86.2 432 Ste 518 58.8 426 48.1 St9 541 419 41A 818 80.7 414 34.5 619 409 408 49A 618 16.0 405 269 616 46.0 � •78N WA 405 T3 408 687 80.9 465 61.9 390 44.1 486 49.4 385 999 488 463 976 $89 466 421 374 284 486 683 381 261 186 98.6 981 n0 466 381 303 1gQ1 7881 862 118.711&2 387 64.3 441 57.7 378 68.8 441 Me 372 MW 441 45.4 390 38.2 411 41.0 380 32.9 441 367 351 27.2 NI 349 349 23.3 441 931 9W 20A 44t 327 345 $` 47 2 • ooN 42A 36.4 33 a'�9 30.3 332 329 281 268 332 28.8 200 23.0 3S2 20.1 218 211 332 24.1 272 17.7 392 21.9 288 161 992 168 202 183 332 167 280 F � t~-• a •91b1• 35A 880 261 210 oo* W 25.0 291 264 282 21.9 201 236 219 19A 281 21.3 244 17A 281 19.6 491 14.8 291 171 238 12A 287 10.8 492 Z `� j � � • Q L �I�t• 219 208 230 1. 205 17.8 230 16.3 401 184 230 189 108 (-- K �� a III h VA 00 189 2• "A te4 162 218 188 181 14.1 218 N a 188 N N • • gl74i• 179 1 14.9 187 107 • • • •••••• f= to 12 00 000000 a TABLE 8B • ••• • •• ANCHOR CAPACITY ADJUSTMENT FORMULA: 0 ••••• •••• • AnohorC oSy Table 8fe • • 8ubsbatr. 2.Tk CQMMta 3Ak Cam. cmu FBxd 1.001 PTWOW mew (ANCHOR CAP.rm,w 0004, (�)X`MUWON `ANCHOR CAP.n, WIB'mw lW Se E100 6%8'(700 1/4'SS Eb0 Me SW #12 Sled M28ta1 An9horCIIpPetlems AmherTrpe: 9ro8•ElcoUbmm t/4•EboUOmm uum"n 3I18•Q0ellflfeMfl 7/4'FJaoUalaOan Ag•eGstat 1199221 A>greaamr Sa IGM Saw(M So-(05) USE THIS FORMULA TO OBTAIN THE ANCHOR Edge0bb-(I0). 1. 2•tW f' 2112 3-lw 1. 2•tW 1. 244 r 3•NB• r 0.48' 0.64• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN M EMM I 1.374' 1.314• 14Wtaro• r 14W Mwt 1w 1-1ro• 144 taro' r tare' fare' water ACTUAL PRESSURE REQUIREMENT FOR THE 2AMtmn®4.76'Mtn.O.Q/$Wftda06M(OtP(Fq.tj 390 rob 390@0 450 m6 BMW' t844 me 210ba 2Wfpa 3540m 7401b0 374 ma 68408 91e Poo 34110 44200 680 an OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMMa 01.15'MN.0.0./SWdmd(a 01ftep Clp(Flo.$ 480 00 7m ws WA WA WA WA 3801W NfA WA NIA WA WA 68200 68506 11201be CAPACITY(FROM THE TABLE)OF THE SELECTED 1 AfmMs�-IT O.C.1(2)216 Ar&CUP$I n. MMS 7m bs 990M tesous tele be sons see 0s WA 790 Sm Toms -OWN 1612 Ne 682 We 86506 1120166 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3 Arolmis t9OA4.69n.0.0.7OCaP.1nb.700•AhM.(Fla•4}; NJA WA WA WA WA WA WA NIA NIA WA WA WA WA WA 86006 CAPACITY WHICH MAY BE USED TO QUALIFY 1 An0imr/F•COP(ft.B): 195®s too los 425 0s 41e tW 822 a• 136 af0 14006 mos 370 a7s 18703 39206 4T3em 170 bs 22102 2m ba ADDITIONAL ANCHOR OPTIONS FROM THE 2Anchuee0.1.16'eea O.CI FCOP ft.B}: NOIm 3m 0i WA WM WA WA loons tm N9( WA WA WA 94106 142[96 Boo lbe ANCHOR CAPACITY TABLE OD1JCfRIMMED Owoplylaq{16hhIb9FId7We f�.9 .V1 FIGURE 1: FIGURE 2: TABLE NOTES: t211 • • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION (�ePtdlutl Cotltiol ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 7111171/ 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS MALLOWABLE. `\�� y LYNAI '\t ! i FIGURE 3: ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 31��P�.;• VCENSF•':Cr'P CLIP MUST. SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS LO BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED.APPROXIMATE HOLE LOCATIONS. No.68105 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND : FIGURE 4: FIGURE 6: FIGURE 5: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 680.WOOD SHALL1� :� Z JC W BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF M ALUMINUM SHALL BE 7 S ATE b� w • 6003-TS AND BEAMINIMUM OF.100'THICK STEEL STUDS TO BEAMINIMUM GRADE 33AND I %��'••FLORIDP,.•'G\�� • S . .046•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.128"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 128•MUL�WN't�' O NA- • #10&@12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. A L A MI[!1th,P.E. FL P.EA 58705 TABLE 10A gr Mullion CapadtyTable bef11T.....___._. id Opent"Vddlh(forvudlcdfWemingmdbns)orOpeningHeight(forbelimdatyepunftnu tmis) G! So Som wm 7e In 00 in Som mom 120M lam too ft 1.28X398 t� Tit-. R� v T4�. R"din TilL.er. R� T` � R Tfepff RLQ T T ReU 1' dee. RxW�t Tt�� ` Der Tt� yg X.824 'Y 411c Ablm.Tube Mullion CO 42In 170.0 620 170.0 436 170.0 744 170.0 478 Mot 888 170.0 608 170.0 992 170.0 618 00.0 1118 170.0 621 778A 1240 170.0 621 110.0 1488 170.0 621 170.0 1796 110.0 621 170.0 1981 00.0 621 J W 49M 170.0 706 170.0 624 118.0 650 170.0 684 170.0 992 170.0 630 170.0 1133 ROA 661 00.0 We 178.0 877 170.0 1417 1780 690 170.0 1700 00.0 680 189.7 1978 170.0 680 148.6 1919 170.0 800 J SUN ht 1N.0 747 170.0 043 170.0 696 170.0 631 170.0 1016 170.0 ON 00.0 1196 170.0 In like 1316 170.0 747 170.0 1494 170.0 768 170.6 1793 170.0 768 1626 1877 170.0 766 193.6 1877 170.0 766 6dM 170.0 707 110 0120 170.0 958 170.0 691 110.0 ills 170.0 161 00.0 1275 170.0 903 00.0 14M 170.0 897 170.0 1691 170A� 866 166.4 1769 110.0 681 194.1 1768 110.0 881 117.3 1769 00.4 861 110.0 866 11101! >e1 1700 104 f70.s 0797 00.0 1240 170.0 078 1780 1417 110.0 944 161.1 1611 170.0 20 146A 1511 080 1033 120.8 1511 110.0 1063 103.6 1611 170.0 1063 90.8 1611 170.0 1883 y7 !1j J 0 631. 70.0 930 170.0 7dy 170.0 1116 170.0 VOA t392 1780 910 168.8 1310 170.0 1016 1993 1370 170.0 1078 INA 1310 184.0 1092 104A 1370 166.9 1011 69.6 1370 165.3 1070 78.3 1370 166.3 1004 g D. "q0 00.0 974 170.0 M 170.0 903 166.5 1249 170.0 1002 1363 1249 169.8 1013 121.1 048 141.1 1000 108.0 1248 139.0 889 90.8 1248 130.4 970 17.8 1248 118.0 976 681 1249 We 976 Z cog �. 721. 187.8 1019 110.0 878 139.9 100 100.2 Bj2 118.9 1619 122.1 816 MA 1049 10.1 860 931 1049 109.7 948 IMS 1069 1027 NO 69.9 1049 913 826 69.0 1049 013 820 624 1049 01.1 w min 142.1 941 149.1 822 1189 VIA 041 1111 791 691 941 100.0 717 79.3 Bit 913 766 71.4 911 85.6 767 693 941 77.8 744 51.0 811 74.0 131 44.8 941 73.3 138 0 020 804 137.0 }33 110.0 891 116.9 i7 943 691 102A 763 826 881 91.9 740 713 694 81.1 730 68.0 894 78.3 R1 680 896 70.7 704 47.1 889 87.0 701 41.3 ON 88.1 SO 468Ni0 859 871 j18 71.6 StA 871 86.3 616 63.7 871 68.2 49 47.7 671 929 668 43.0 611 48.8 661 35.8 871 43.1 SU 30.7 811 39.7 631 269 STI 37.9 648 0 709 690 721 527 69.0 690 61.4 618 60.8 690 53.4 600 44.3 600 47.6 6@ 383 620 43.0 491 36.4 690 39.6 486 19.6 690 31.7 477 26.3 611 31.6 489 74.1 611 H.8 461 10604 417 40 d0eis 62(, 41A dV 429 •it4 35.6 466 37.1 406 31.1 466 32.9 402 21.4 466 29] 304 24.0 486 27.1 391 20.7 466 23.6 30 11.8 466 212 375 11.6 488 19.6 310 to 0 01 16.6 441 B.i 40� 981 411 1Ne ]99 32.7 N1 34.1 967 18.8 441 30.2 381 26A 411 271 378 22.8 441 219' 372 19.1 411 ti.6 383 I8A 441 193 368 N.3 441 179 351 co lq _ WIN 39.3 378 388 344 302 300 aid V9 26.9 318 280 334 127 378 23.7 318 281 378 21.3 326 18.1 378 19.6 321 15.1 378 18.7 314 x 0101" 21.0 1.2 242 17.6 414.8 239 16.0 262 163 238 Q C4 � O 0 00 1 0000 a as � 1 TABLE 108 _ •4r••• 0000 0 0 AnohorCapa4dty Table(Ila) ANCHOR CAPACITY ADJUSTMENT FORMULA: 0.'S SUEe08t6' 21kODMde sdkc=x N000e43fu FSOCAU PTWOOd Mon "OP-) OP )1(/ANCHOR CAP.,,,,,,,,,,\oANCHORCAP.- 000 Ws'ERo I4"89Ek 5716'Eko 04.89EIto etoMea M2BIeei 808fee1 \MULLIONCAP.,,w,n, AnehorC8pPalteme Andw a 316•Elrouetam va•eeou6tecon UOmtOn 9110E1cotlEleem v4'EkoU6laeon aW USO1on A> ar licca SPM 8tra9Q38) USE THIS FORMULA TOOBTAIN TH£ANCHOR a08MOOn 1• 2-v2 1' 2.ur me t• 2.tlr 1• 2-ur r 3.1w r 0.48' 064• 03rd' CAPACITY REQUIREWCORRESPONMG TO AN Em6�eonem 1514• 1-14' 1-14• 1-74• r 1-U4• 1-va- 1.114• 1-v4• t 11C MW r tare• i-w vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anclnre®Qz566rt O.C.131mde:0 o70tBelt2lp(lip 17 39009 asoma d5D 06 890 ma 1814 me 270 Rd 28009 ONMS Mille 37406 694046 Bt606 341 on 442199 58Dma OPENING.WHEN RIS LOWER THAN THE MULLION 4 ArdW®1.16'Mm 0A 1 SlmdUd laf 0W C8p(F1i 2) 480 WS 700 ma tg 1UA N1A 11U 380 Ba I4rA IIA SVA WA WA 1332Ib9 88608 100 ma CAPACITY(FROM THE TABLE)OF THE SELECTED 4AmnM@TIAI1t.O.C.I(d)215AM*Wp6/(Rg 3) MU TW WS 90 DS 1580 We I=WS 540 M. 660 me N1A 760108 74049 8800n 189266 682049 88609 11201M MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Amhm 4j 0.54•Mm.O.C.IU400p,MID AW AmtA(Flg.Q tiN WA IUA IUA NIA RIA IUA WA WA IUA IUA IIA N/A IUA 050 US CAPACITY WHICH MAY BE USED TO QUALIFY 1 Althxf F-t2tp(pB tO61M -1WO-81 ZffiMS 445 n6 822 ma 13605 14098 171 044 376109 117104 332049 473 Ra 170049 221046 RO me ADDITIONAL ANCHOR OPTIONS FROM THE UCTRBY�1?D 2AdeM9 1.1PMinO.CJF i} 21Deo 350mO WA IUA IUA NIA 180m4 NIA !UA tUA IUA WA 341049 44209 60406 ANCHOR CAPACITY TABLE 9oNp1y�9W11htbmPlorlda NO Q FIGURE 1: FIGURE 2: TABLE NOTES: t2W • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION w e-Pm ad Cmdin ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. //1111117 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ��• (GENSF''•�Fp ANGLE 3)MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3, CLIP MCS. SHEETS 21-23.HOLES TO BE DRUM M IN THE HELD FOLLOWING DIMENSIONAL RESTRICTIONS �- '•, BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 _ IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND - �L GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-80.WOOD SHALL Z°t J S;' FIGURE 4: FIGURE 6: FIGURE 6: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN 313 OF 0.65.ALUMINUM SHALL BE4� ��Q.'•. STATE OF • SW3-T6 AND BE A MINIMUM OF ACV THICK STEEL STUDS TO BE A MINIMUM GRADE 33AND ;`��'••.RZORIOP,•''G,\�� .045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICK AND A38.ALL i S " • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. t2W X 326'X b24' • A10 8 612 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. MILLION A LYi1141MILP.E. FL P.E.#68705 TABLE 114 _ Mudlan Cgraclty Table 43.5.11') C"Iblg9Ndthpbr9WcdyVamingmt®o1s)orOpaningHeight(brhaVanlelyspandngtm26oa) �' d sofa 661. 701 69 In IBO to 1001 1201. 1401 1901 p 125x394 Real°04309.' Tt*pNftg. Radand.I TnP/fMnP. R4ehnpda I T.;Or&%. Rrclmgaier T.PfrdM RTMffdmg, ReTnllivis Recrepuler Tlwtd P. Ret*sdm Tnp7rfxp. 4 x.424 L0 Lasing L"&4 L0a6ng LO-0 4 18+889 LOedMa Loe4ng Loading toeing Leedmg 18.019 (eed4a Laedag 1.08018 Laaaag L�eP � �Y 333 Atum.Tube f .- -r f., t t_ �y .xC Sg fig• '�., �.. �.. '�.. -f 9.. 1f I.. Malian t �� $ a� a S� @ C� C�. �. � e�. � � �s ��. H �� tI AEIuvv0vvuuvvuvv hHI01Hhl -1hIa8 2� ! �� 3 g3 �d 3 g8 �8 9 Y8 8& > �8 8.4 h �' 8� 8 8# 0 421 170.0 C10 1170.0 4% 170.0 744 WILD 478 170A 80 170.0 606 170.0 992 1704 618 170.0 1118 170.0 621 170.0 9240 t70.0, 621 170.0 1469 170.0 621 170.0 1136 170.0 621 170.0 1693 170.0 621 4810 110.0 769 Ins 620 170.0 690 170.0 604 170.0 992 170.0 630 170.0 1133 1704 661 170-0 1276 170-0 877 1M.D mu imi 880 170.0 1169 170.0 680 17oo 1883 170.0 We 170.0 2267 170.0 890 � N 60.6%1 170.0 747 110.0 6W 110.0 928 170.0 631 110.0 ISIS 170.0 ON 110.0 1186 170.0 723 170.0 1386 170-0 747 170.0 %94 110.4 767 1704 1183 00.0 759 AOA 2092 170.0 768 170.0 2301 170.0 768 r2 � 64 f0 170.0 797 17th 6% 170-0 158 170.0 891 1704 1116 170.0 754 170.0 1276 170.0 W3 170.0 1431 170.0 ON 170.0 1698 170.0 ON 170.0 1913 MA 861 170-0 2131 170.0 691 160.2 2403 110.0 881 m � � 170.0 869 ?01 170.0 10 9 110! 797 170.0 1240 170.0 818 00.0 1411 110.0 914 170.0 1694 170.0 ON 170.0 IT71 1704, IM 170-0 2126 170.0 1069 146.3 2%3 170.0 %43 129.0 2189 170.0 1083 (!t co • Win fMO NO 110.0 740 170.0 11% 170.0 jO 170.0 1302 170.0 940 170.0 1488 110.0 1016 170.0 1873 110.0 1076 two 1699 110.0 1122 168.8 "a 110.0 1169 134.5 2090 170.0 1171 111.7 2009 170.0 1171 � W •%� 170.0 !14 .0 111.0 119 170.0 SO 110.0 1361 170.0 1002 170.0 1688 110.0 1098 170.0 1163 40.0 1155 170.0 ISIS 170.0 1210 143.0 196/ 00.0 12M 122.6 1988 170.0 1286 101.2 INS 111.0 1169 z 7210 170.0 1009 169.0 //8 170.0 1 470.0 y0! 169.0 1469 170.0 1128 110.0 1709 169.0 1228 161.1 1791 170.0 19% 131.7 1730 19/.6 7986 1%J 1731 166.8 1381 99.1 1734 109.4 1362 869 1134 1609 1352 C 7810 tM.0 1122 ills 937 iJ0.0 168.6 1566 170.0 1209 INA 1666 1652 1266 131.1 1666 161.6 12611 1174 1668 141.3 1261 98.9 1668 726.J 1279 /t.2 1658 1223 1219 73.7 1656 1PI9 12% .>�(( > �y Z its 169.0 116* iM. 097 17/.0 138 10.0 ISIS 165.9 1477 1692 1246 138.4 1477 1620 1724 1212 1417 139.1 1206 109.1 1477 129.6 1%1 WJ 1471 118.11 1169 17.8 1477 110A 1166 682 1471 %9.3 1164 ZB 0011• 142.0 1110 44j 1%17 1 0 101.6 1110 107.9 961 Us 1110 96.3 938 78.9 Ills 87.6 022 71.0 1110 09.7 910 691 1110 71.3 891 50.7 1110 66.8 ON 44A 1113 62.7 970 F m Q p 1 117.0 969 1209 872 97.6 969 Isis ON 09.6 8M 889 842 792 976 78.6 as 86.0 976 712 817 68.6 816 86A 807 48./ 916 674 699 41.8 916 623 778 384 ON 49.3 787 F-• 1081. 629 i/• 88J Tjl 69.1 X66 68.7 771 *62 771 64.9 6& 45.7 771 49.0 865 41.1 771 44.9. SOT 31.! 771 38.9 632 29A 771 36.0 621 26.7 171 32A 612 •• 1 16.7 730 179 SA 63.1 809 64.1 730 726 49.0 091 42.1 730 460 Sim 37.9 730 41.11 8H 3/J 730 36.8 6W 27.0 730 31A 608 23.7 IJP 26.6 Sol V)rb 1261 69.9 624 600 609 499 &1W (IW N.8 624 624 39.2 611 33.J 621 693 637 J0.0 6S1 32.2 631 26.0 824 21.7 SN 2fA 4 24.8 608 18.7 624 22.6 601 X w� 30.7 4 26.1 409 28.9 396 26J 137 033 22.1 385 199 193 20.8 381 17.9 133 192 969 U H Q > r 11$ www• ANCHOR CAPACITY ADJUSTMENT FORMULA: .� • •••• • • AlrohorCapaeltyTaWTable ANCHOR CAP.__ _ SUOStMt8 2.71,Carca49 a.ncwO Ndbw CMU FMWCMU FTWOOO Mdd (011,,,)X( ANCHOR CAP.,,, . •••• &IV Etto 114•as me Ens•Ilio yr Sa ow e1 0 Sled 10/281.0 Oil Sted `MUWON CAP..„d, AnehorC6pPettems Na9orrype 3't6'iScowram u4•tScoUBracon Uerec4m 3n6•E1c0USnxdn v4•C3coUarazau AgWaSS r amain Aggreft, stuar(cmatrwpl) Strar(/3� USE THIS FORMULA TOOBTA6JTHE'ANCHOR Edge aldence @n) 1• 2-vr r 2-IM sura• 11 2-vr r 2-117 r 3.1'1 r 4.4V O.W daze• CAPACITY REQUIRED'CORRESPONDING TO AN F4n0e0»•11 1-814• 1-Tr 1114• fa�4• r 1-114• 1-U4• 1-R4• Vile 1414• f-v4• r I-W I.w te,1m ACTUAL PRESSURE REQUIREMENT FOR THE 2AnMIme@4.7VMnO.C.ISie AWC(ObMCp(R9./7 S90m 390m 4W On MMM 1OMm 270®9 2-0 me : tin 740m 314®9 m 948m MIM. 442m R OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anchm01.76'Lif.0.41 S191W(or 016'ehClpfffg 2j 48903 7W So IUA WA NIA NM 30903 HSI WA WA IWA RIA 632 me Salm 1109 me CAPACITY(FROM THE TABLE)OF THE SELECTED 4AMMMOTMb.O.C./(g2r5Ar&O0/fftg3j 70903 Team 68003 t6Wus 1BWm 040038 50903 IUA 760 lbs 749 an BMW mus 1892 caa 68203 a5 me 1121 me MULLION.IT WILL YIELD A MINIMUM ANCHOR 4AMhM®094•Mb.O.C.1U42p,im0.IOD•A1,bL"4) IUA WA NIA WA 11A WA IUA IUA ISA IIIA IUA IUA RIA IUA I=me CAPACITY WHICH MAY BE USED TO QUALIFY IAMh*f1 rp(Fit61 WRA 19503 22603 44603 Sam fS6m 14003 t77 be 910106 187.59 33203 47303 nam 22103 280We ADDITIONAL ANCHOR OPTIONS FROM THE PRODUCIRBNIS® No 2-003003. 1.16'h9rt O.0/F 24003 S®m NIA WA ILIA IIIA 19003 rUA WA WA IWA IWA 311Se 4ffim 50903 ANCHOR CAPACITY TABLE. Nps apj��p Flodde FIGURE 1: FIGURE 2: TABLE NOTES: 1260' Aoo4p0•fo0 0 �� • • • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION 70031 a v01 ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. O ...........�!,c FIGURE 3: ��;'1GENS •••.1 ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE &W ••. TF CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS �; No•58705 L* 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 FIGURE 4: FIGURE 6: FiGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•9O.WOOD SHALL. ;�)••. t�j �~ BE PRESSURE-TREATED YELLOW SOUTHERN PINE WiTH AN SG OF 0.66.ALUMINUM SHALL BE g24� '�� '• FCOR10�`.•'(�� • • 8063.76 AND BE A MINIMUM OF.100'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND _� i,�S'•••.... `. .046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.126'THICK AND A38.ALL �i1 j S%NAI.00 0 ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. /III I) #10&012 ANCHORS INTO WOOD MAY BE STEEL.18.8 S.S.OR 410 S.S. 1.26'X 3.94'X.624" A.LYNN MILLER,P.E. MULLION FL P.E.#68705 TABLE 128 f8{ -- --- Mumen Capaeft Table B#t4f8y Opening wdmoar ier6caumattlingrmstom)or eningHaight(for hwlmfdeBy-aPemtngIrdios) &7�f 8010 800 70In 80In 801n 100(n IMM 1401n ISO in Realwamr TrNVDlan9• Reetemw Trep trleng. RealenOW TmplBlerl9. ReeMrlgtav TreJVitlanD. (53-[3-19.0• TetplAlWg. r naP✓ManB• f 1 Reaterlgt/v Tmp!fdenp. R4otvlg0v T150warm 1p 2x4x.26 L08ft Loem>A Leaft Leaft 198430 Lwdn9 L� L�a9 t�a9 L�09 Leaf9 Waft Loa•rg LovB19 Loaft lA�g Loa•ra 4 Alum.Tube fill I '¢g ppgg 4g 56� gg y¢ q6 ggggaVj �Qg ys Q$' qg gp 4n 8 m Z 4261 170.0 820 170.0 436 170.0 7M 170.0 478 170.0 888 170.0 608 170.0 082 170.0 619 170.0 1118 170.0 621 170.6 1240 170.0 921 170.0 1488 170.0 1736 170.0 521 170.0 1983 170.0 621 J r 481n 170.0 TOB 170.0 624 170.0 850 1740 684 170.0 982 1740 830 1740 1133 170.0 Set 170.0 1278 170.0 667 170.0 1417 170.0 880 170.0 1 170.0 880 170.0 1893 170.0 880 170.0 2287 170.0 880 J IWL 50.626 in 170.0 747 170.0 6831 MA 896 170.0 831 170.0 1018 170.0 884 170.0 1195 1740 723 170.0 1945 170.0 747 170.0 1404 470.0 788 170.0 1783 170.0 768 170.0 2082 170.0 758 1740 2391 170.0 768 N 54 to 1740 70 170 8[2 170.0 968 170.0 891 170.0 1118 1740 766 170.0 1276 170.0 9G1 170.0 1434 170.0 037 170.0 1694 170.0 868 170.0 MIS 170.0 881 170.0 2231 170.0 681 011.0 Me 170.0 BBI IyJ 0 • eom• 1740 809 110.0 701 170.0 46089 my 797 1740 1240 1740 m 170.0 1417 170.0 9M 170.0 1694 170.0 088 170.0 MI ,1740 1033 1740 210 170.0 1063 1740 2470 170.0 1063 180.8 2880 170.0 1095 1- 07 Tebe M. •• 0 170.0 8S0 170.0 45 170.0 1 170.0 850 170A 1302 170A 9W 170.0 1408 170.0 MIS 170.0 1873 1740 1070 170.0 1839 1740 1122 1740 2231 170.0 1169 168.7 2583 1740 1171 145.9 2683 1740 1171 J N72170.0 0!A *00 959 170.0 1169 170.0 903 170.0 1984 Iwo 1066 1740 1668 170.0 ION 170.0 1753 170.0 1166 170.0 1919 170.0 1210 170.0 2798 170.0 1276 1619 2437 170.0 1286 190.0 2437 170.0 i268 1740 1063 17U 878 1740•1 1740 1009 170.0 1488 170.0 1126 170.0 1700 170.8 1228 170.0 1913 1709 1316 170.0 2125 170.0 13V 145A 2t84 17x0 1498 124.8 2104 1704 1629 1092 2184 1740 1530 170.0 1122 .0 937 t6Z9 ' 1090 170.0 1670 troll 1209 170.0 WN 170.0 1522 1841 IM t70.0 1421 145.0 1960 170.0 1606 123.8 1980 1619 1618 IOLI 1980 161.0 1656 92.9 1980 162.7 1631 tial 17 997t1 1116 170.0 1011 170.0 I= 170.0 1842 170.0 1966 162.7 1651 170.0 1474 137A 1681 183.1 15M 1149 1881 147.3 1473 082 1661 IWO 1459 66.0 1881 1379 146117ILD / 114 1219 IVA 130 1340 1198 111.8 1366 1d3NItio2lffl"21011J98 1019J161.6 066 127.0 1079166.3 1270 1112 1081 9Z /1� 988 1014 81.0 18 924 1010 81.1 1228 772 663 627 1728 669 977 441 1229 82.1 BB7 Q 103.0 951 4077 88.0 882 T4.0 871 772 849 1 844 866 67.6 W.6 816 43.1 971 498 788 97.0 071 448 766 318 971 40.8 711 N98.4 919 87.3 d 818 88.1 919 70.9 666 9 Me 784 We 9 619 774 39.7 SIB 448 7Q6 31.1 818 402 742 28.0 918 37.1 7� X 76.6 788 •/8.8 718 706 63.9 786 668 666 47.2 788 49.4 888 419 8 408 988 45.7 t 442 664 . IBB 312 618 319 491 27.3 60 2H2 186 24.9 18 21.9 474 142 619 198 484 148 648 172 466 13.7 619 16.6 418 U X d 3 3 TABLE 12B • 0040 • •• ANCHOR CAPACITY ADJUSTMENT FORMULA d N Z .N N • • 0 AnchorCft Table Obs) FeeaCMu Frwo�d McSei PP-)X I ANCHOR CAP.,®,, j.ANCHOR CAP._ �� • era c>Mc�e Re0a7 010.1tuMULLION CAP.-- •••• Anchor7)ye &16•Elco u1man 4'6toUmaz a'ts•oco grlS Etwtmwao Vr EItoUOmtm 17.'38 EIt 6hC FJeo uPSSEmo giggled 012303- 668091 AnehorC6pPattsm0 umam A9gre0aor umacm A1MG" SM((te)Se1e795a) Bere7(o61 USETHISFORMULA TOOBTANTHE'ANCHOR Edge 11SWICe0nT 1• 2-tWw 1• z•Ur $4w V 2-Vr t 2vz r 3-119' r 0.4r nae 5294• CAPACITY REQUIRF�•CORRESPONDNGTOAN EMbedMM 0 1314• 1.414• (aid• 1914' r 1-66• 1 VY 1-1141 I.04• 1.1/Y 1-t14' r v", 130' vena ACTUAL PRESSURE REQUIREMENT FOR THE 2ArtBma®arb•wn o.c.l s(anaerd oromM c9p psg 13-21 seems 398 WS 450193- 1SUft 273- 290 Ma ma NOR 3-.103- Us -W US 311M3 4QUA 06608 OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AMfmm02A8'MM O.C.I SWAUd(or Olael)Cro 07937 74D 43- 740 US S4Dm 14860 14240 IUA 660 as MA 69510 IIIA BMW. WA 662m3 see toe 1140 an CAPACITY(FROM THE TABLE)OF THE SELECTED 9AWIM01.71•Mm O.C.I SWOaM OX aeBl)Cgt(R9.4) 8660 TBBm IUA RIA men NIA 799MS 110 WA WA ID021te 1327lbs IBM tm MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Aret0•03'Mm.MC.1(2)WA1140Capa/(RD 6) ABOm 6660 1660ma 1989rA 690 me WA 76DRS 7480 880 We 1999 US 6820 SM M1 ilm me CAPACITY WHICH MAY BE USED TO QUALIFY 9AMrm03•Me,O.C.1(2)2t6Argecopalogq 11700 117Dm 10200 2940®3 2644 me 84006 ?IA 1140 me 1122% I=Me Mme 1012me I=FA 16800 ADDITIONAL ANCHOR OPTIONS FROM THE 3Anthm@ I.%'Mm.0.0.l UCOp,Ue AW Akan ft l) 111, 19A WA WA INA ILIA t0A NA WA NIA WA IUA NIA IUA ANCHOR CAPACITY TABLE BAMbn OO64'Mm.O.C.IU49p•Inte.126•Amn.(HD 9) . 108 NIA IIIA IIIA IIIA IOA WA IUA I. !BA WA N1A IUA 21 me PRODIICf'REVISER) 2AntM@Z68'BUh O.0/F4:Op(RD 9) mm woos 316tH 743668 7120 tUA z!D NIA 34BOB RIA - 44D to IUA 341me 44208 86003 BWI �dw�d 3AMMM 1.71'ISm-F421p .1 40M9 626103- 3780 we ma IUA NAA Mee IIIA 39101135 NIA IUA WA 6110 68403- 94028 S•� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Ooep�ta D>Q0 ,CIRCLED VALUES ARE USED N THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: 2.000• a odOcI Owfel • • • • • • TABLE NOTES `t((tIIII77AA • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SFE SHEETS 2.4 FOR `�� ON•.....,,,IAII i/�' • • • • GENERAL INSTALLATION METHODS. 's, �',.•�CENSF''•.F� FIGURE& FIGURE 6: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q ,-'•�� • • • • .250' 4.000' NO-58705 3)MULLION ES TO IN • • • • THE FIELD FOLLOWING DIMEMULLION NSIONAL SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-2& LAPPROBXIMATE HOLE �, SA FIGURE 7: FIGURE 5: FIGURE V FIGURE 10: .04161E t'2 4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT ' '� FtOR1OP• ��w` • • • • (FIGURES 611,8) (CMU)SHALL CONFORM TO ASTM 490.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.85. '��S'S," ��•.` MUST BE USED ALUMINUM SHALL BE 8N3-T5 AND BE A MINIMUM OF.125'THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 r X C X.25'MULLION e a e • IN PAIRS. GAUGE).STRUCTURAL STEEL TO BEAT LEAST.128 THICK AND ASS.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNINIILtLER P.E. • • • • THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY BE STEEL,15.8 S.S.OR 410 S.S. FL P.E.#58706 TABLE.13A $ Mu81on CapacKy Table (8 # nInBWidth(for 1e18callysspmnhgmu4loas)orOpenhlpHa%htOwhodrq-A-) 60N 60N 10N BON BON 101IN t20N 1(ON ISDtn 1leefanpder Ihoff v- Rectenpl4ar T1epl7dang Re0im814a1 Tmp'Otmg. Rede6plaz Tte77Tde00. Rest>mputa TmprMM Reamer TlepTdenO ROet•f810er TrapfOenD. RaamllBaly TCeprrdena RamenPBEQ TiepnOmlO• }}kk O 2x8X.25 Los16q I-ft L=ft Uaft Lwft 1•aft LOaft uAft L0emr10 L"ft umft Lwft Loaft Leaft Laa•00 Lca9 taaff08 L001e8 a AIum.Tube Z L01 N 42N MO 820 170.0 438 170.0 70 170.0 478 170.01 80 170.0 NO 170.0 082 1740 010 170.01110 Inc 021 170.0 1240 170.0 821 170.0 1488 170.0 821 170.0 1736 170.0 621 170.0 1883 170.0 081 ppJ 46to 170.0 708 170.0 024 170.0 080 170.0 684 170.0 082 t70.0 030 170.0 1133 170.0 601 170A 1278 170.0 877 170.0 1417 170.0 ON 170.0 1700 170.0 880 170.0 1863 170.0 OW 1740 2287 170.0 860 J 60A26N 1740 747 I'M 883 170.0 888 170.0 JIM 1740 100 170.0 684 170.0 1185 170.0 723 170.0 1348 170.0 747 170.0 14% 170.0 7418 170.0 1783 170.0 708 170.0 2082 170.0 ISO 170.0 2391 170.0 769 61N 1740 NO tgoO 12 170.0 859 170.0 ON 17411 1116 MA 764 170.0 12M 170.0 803 170.0 1434 170.0 ON 170.0 IOU t70A 868 170.0 1613 1740 M1 t70.0 2231 170,0 861 170.0 200 170.0 881 m f4b" 170.0 170.0 0.0 701 170.0 1083 It* 797 170.0 1240 170.0 878 170.0 1417 170.0 BN 170.0 1604 970.0 OBB 170.0 1771 .170.0 1033 170.0 2125 170.0 1063 170.0 2470 170.0 1063 170.0 2833 110.0 1003 � J 1740 030 170.0 M5 170.0 (tib 170.0 850 I'M 1302 170.0 000 170.0 1488 170.0 tots 170.0 1879 1T" 1076 170.0 1859 170.0 1127 IMA 2231 1740 1168 1740 2803 1740 1171 170.0 2575 170.0 1171 �170.0 074 170.0 170.0 JIM 170.0 OM 170.D 1984 170.0 t002 170.0 16M 1740 1088 170.0 1769 170.0 1186 170.0 1818 170.0 1210 170.0 2338 170.0 1276 170.0 2727 170.0 4266 170.0 3117 170.0 1286z170.0 1083 0 078 170.0 4f 170.0 1009 1740 1408 t70.0 1128 170.0 17M 1740 1228 1740 1813 17MO 1316 170.0 2125 170.0 1387 170.0 2850 170.0 1488 170.0 2876 170.0 1628 170.0 3(00 170A 153D170.0 1122 170.0 037 170.0 1318 170.0 1080 1740 1570 170.0 1208 170.0 1704 170.0 1974 t70.0 2010 170.0 1421 170.0 2243 170.0 1508 170.0 2881 tiD.O 1088 170.0 3140 1740 1894 170.0 3589 1740 1703 ? d Z 170.0 41 .0 a7 170.0 1 1 .0 1110 1740 1811 170.0 1268 1740 1842 170.0 1980 470.0 2M 1740 1474 170.0 2302 170.0 f584 170.0 2783 170.0 1700 1740 3223 170.0 1777 170.0 3883 170.0 t7B8 a co v 1740 1 11N 170.0 1328 1740 1669 170.0 1496 110.0 2126 170.0 1853 110.0 2391 170.0 1780 170.0 2838 170.0 1818 170.0 3188 170.0 2126 158.0 3443 1740 2273 138.5 3413 170.0 230t170.0 1417 1740 0@32 110.0 1 WW 1434 1740 1883 170.0 1822 170.0 2*7 170.0 178{ 110.0 25M 170.0 1082 170.0 2839 1740 2083 180.0 3100 170.0 1330 137.1 3188 188.8 2470 1240 3198 158.1 2426170.0 is 17.0 170.0 1�1 i 0 1847 170.0 2231 170.0 1870 170.0 �0 170.0 2019 IOU 2781 170.0 2271 10.3 278t OLD 2333 1234 2781 140.4 =I 108. 2781 tz6.e ?234 02.7 2781 1140 zty170.0 1838 740 1481 170.0 1086 170.0 1700 176.0 7183 170.0 1� 170.0 201 170.0 2140 ISLE 2032 182.3 2246 138A 28,2 f48.4 2218 113.0 2032 12&4 2185 ou 2832 1141 2128 85.4 2832 1043 2096 X 170.0 1771 170.0 1008 170.0 2f2b 170.0 1850 184.4 169.0 1091 136.1 2L52 141.4 1988 1241 2208 1272 1038 108.1 221Q 1141 1918 90.1 7162 984 1872 772 1232 88.8 1838 tl8 2262 81.4 1808 (= X120.1 4128.8 HO 104.2 1 142b 1 894 1 IN41 INA 1 1407 1782 1 104 647 1990 89.6 1886 72,3 1373 08.9 1884 86.7 1388 62.1 1891 58.0 13SD N.7 1884 49,2 1303 08.1 1661 NA 1083 N � Q Q a v� T�:E�38 •••• Ano iCe ae Table a ANCHOR CAPACITY ADJUSTMENT FORMULA: � • • 6duftb: 27komorma kmw.s KOWN Call F'WtI= PT Mew (DP_)X ANCHORCAP.,�,,,,,,)=ANCHOR CAP„ � •••• MULLION CAP.,,®,/ Arm11a7ype: 308'1504 tnamm 114•Biao UNmoaO 3RO'�Ub� ,N•Ebo Unmem U4 68 Eb0 8110 Et60 tfd•88 tree eto b'te� a12 ateol 012 eteei Anchor Cnp Patterns Aom9ata1Nm4•r1 ftwGefm samsv 105)Soma(05) Sam(w) USE THES FORMIAA TO OBTAIN THE ANCHOR aye Otabma M r 2•trr r 244 r 2.117 r 2-frr r 3-tar r o.4r &W 0.324• CAPACITY REQUIRED'CORRESPONDNG TO AN Embedmad 1x4• 1.314• 1x4• I-ast-1H• 1.114• MAP 14W 1.114• taro• r txa' fele• wd" ACTUAL PRESSURE REQUIREMENT FOR THE 2AtAhas04.75'Mm.O.C./81aMmdaOBselCBy(Fq.t EDs 390 ibs 430789 890tba 210 350Oa 740®a 97(Ns 88411m fes 341 t0a N22e 6BOIOeOPENING,WHEN IT IS LOWER TWIN THE MULLION 4 At1 h=470 4.68'WL O.Q l Ww"d(a 0"CUP(Fig.37 7110IIs 700 @9 900 G9 1760110 so W 0801be 706 roe too lhs 748 me 1272ffm ISM the 592 Da 883 foe fl2oba CAPACITY(FROM THE TABLE)OF THE SELECTED OAnohm 0 LIP Min.O.Q IStesberd(aOf9e0Cro n.47 1180lbs 1400 On 101010 25115116 NN 9401be WA 1o8411Ds WA wA WA 1363Ibs 1770 Mp 2344IDs MULLION.IT WILL YIELD A MUnMUM ANCHOR 4AeebNa03.6NmO.C.IMMMM#eCOP810%.6k 780 aro NOW ONbs 1580fbs 840 Cib 560ffe WA 760 Me 740 11e 6811Na 198210e 082IDs BBB ne 1120 oe CAPACITY WHICH MAY BE USED TO QUALIFY O Anshm 03•Mia O.C.IM 256 Arab COPS I ft.41 1680W 18OOMm f38D16s 3120fbs 1 9102 Om I I=Ms 112D NIA 1520 On 1 1498 Ito I JIM[be 378400 138309 1770108 224W I ADDITIONAL ANCHOR OPTIONS FROM THE 12Awhm0IrMmO.C.r(a)2e6AfgS&aaer6�.7k IM On =0 Pa 1440 ft 3M On WA IM 1320108 WA Iwaft WA NA WA 2443109 2654fm 3380 ft ANCHOR CAPACITY TABLE. ODUC6R)3MBD 4 Anohaa 0I.W M31.O.C.IUCIA N0.vVA1me.M Or WA WA WA NU WA IVA WA WA WA tUA WA WA WA WA 1430.9 a0ap1J(OSwhbaaFWlde 8 Anoh•e 0 OJW Mtn.O.Q/t7CIrX No.12V ADM(80.97 194 N/A WA WA WA r0A tea WA NIA WA Wa WA NIA WA 2081 Ou 1•-.2.�0'-•.1 �O 2Asehas 04.Sr W.O.C7 F•CUp 1170•fOj =ft 39029 /506s 890I6s 1815Oe 270 fin 280105 354 7NPos 374 Ua 8981bs 048108 341019 442108 NOW 1oa � 4 AW=01.71-Ms.O.CI .111: 5W We 7oD lca 508.8 1288Ibs fUA WA 410109 WA 83908 WA � .WA WA 682108 0881D9 1120109 .260• NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: 11�prcEy co4� FlGIIT 1: FIGURE 2: FIGURE 3: FIGURE 4: FItX1RE a: FIGURE 9:flcuRE 1a FI(9ttRE 14: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON 11111 t 11 f f// LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AN070ROPENING WIDTH$ISALLOWABLE .`��•�,tC�'1sF�••�'P �: • •• 9.1X10' `_: -•.J4 ;_ 3)MULLION AND MULLION CLOPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS.SEE SHEETS = No.5870.5 • • • • • . •. • • 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE 0: FIGURE e: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. ANGLE '-O t ts• '1` • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ASATE . (FIGURESCONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURE-TREATED �'�iC�•'•.,FtORIOP••'C9�` • • • • • • • • s-7) YELLOW SOUTHERN PINE WiTH AN SG OF 0UST E .66.ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.12b' ,C�i • • • • • • • • USED N THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.04W THICK(18 GAUGE}.STRUCTURAL STEEL 70 /,;SSION A�- PAMBE AT LEAST.125'THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW r X e•X.2S A.LYNNE IvIILL1ER P.E THREADS BEYOND THE MATERIAL#10 8 912 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.&OR 410 S.S. MULLION FL P.Ej 68705 TABLE 14A Mulftn CapadtvTabte MGM OpeNngWldth(forvwUc yapemhgnugo-)-OpentngHelght(1ort0d 1*sPerWngmwon9) �WW'~4 5010 601n 701n BO In so In IOD In 170 to 143 In 1601n 61 p Re47*dw TmNff4ang. ReaMMIJIM 'r WPoang Rmterputet TreWlbere. Redmgl4ar TmWTbare. lteotmputar TmW><I�9. Redangutm TmpRdanO. Raotavalar TnWYdmp. ReotareUm TreWIBmg. ReotetgNar TmWrdertg b' a 1.28'x2.11' Im6ng 1oaaw L-ft Loasv 1-0009 Laaft Loaning Leemrg Leadtog Leaft Ladre Loaft LoedBg Leaam Leading Low Loa8a0 Lcad v at k x Tube MUO � z °gym 42In 1442 808 167.0 428 140.2 M 1449 419 103.0 SM 1349 414 80.1 SIG 134.8 411 80.1 628 194.1 411 721 628 !134.1 411 641 818 '694.1 411 91.6 628 134.1 411 441 GM 134.1 All � 481n 98.8 403 104D 333 648 403 94.7 326 840 403 86.4 320 8e4 403 81.4 317 63.7 403 79.1 316 443 403 79.8 314 40.3 403 76.8 3M 348 403 78.8 314 342 403 78.6 314 ^ _ Q08261n 823 1H. 301 88.8 362 79.3 204 86.8 362 71.9 249 61.6 382 6/2 289 447 392 846 284 412 362 X83.8 Teri 84.9 382 848 2W 244 382 848 283 247 362 SIG 263 2C 64In 87.8 3• 04,1 07 849 348 642 281 48.8 310 67.7 288 424 318 63.9 %3 37.7 319 80.8 280 33.9 316 49.6 249 248 318 441 248 742 318 441 248 21.2 318 49.1 248 W etc7S-dI, 0 ietin• 49.6 298 1 219 4L2 214 39.3 269 40.7 210 349 � 37.2 2D7 27.6 258 34.9 204 247 268 33.4 203 2tt8 288 922 201 17.7 �8 322 201 tb.6 266 322 201 J 831n 427 12131-0.4 1100 348 2M 38.1 103 348 234 34.7 102 247 234 31.8 189 247 234 244 168 21.4 234 240 184 17.6 234 28.6 183 188 234 248 183 134 234 28.6 183 LU LU 37.2 J83 31.0 337 179 246 213 24S 176 23x2 213 27.0 173 2nd 213 241 170 18.8 213 237 168 16.6 213 222 lay 13.3 213 220 168 11.8 213 220 168 Z ccJo g g • 72In 28.8 166 23.9 178 248 182 244 178 22.6 149 17.9 178 2Q3 147 149 179 147 146 Ser J o 701n 243 110 243 %t 21.8 137 17.4 181 140 136 142 181 17.0 133 ? g Z 76 N 228 i33 148 131 141 162 17.6 128 1l7 4ABLE14B • •••••• ANCHOR CAPACITY ADJUSTMENT FORMULA: Za • • *006 Anchor Ce ally To obs f= X o ANCHOR CAP.,,,,,,Q, o r. 9•LetaOn • 271(:O6emla 3.91 cam. Hww cmu FN CI= PTWo08 6fdd (DP)X( )vANCHOR CAP.,,, • • MULLION CAP.,,,,,,,, CAMftrCUpP&ftm% • Archer lYPB' 9118•EIt0101raton 1141 Elco VOr9em Gf8•P.ko 9/WEx6U1=w tWEkoUlmcn IMOSEko WW Etc* Ur89Ef:o $W$ted 0129tee1 6128tea1 N p) UbrseO Ag9 e8atar tplme4n Aglrecsam Scme(ob)Berea(� Sam((6W USE THIS FORMULA TO OBTAINTHE"ANCHOREctp a 2.1fd t 2•tR 3-178• r 2-ur r 2•trr r --VW r 44e 0.61 o sx4CAPACITY REQUIRED'CORi�SPONDWO TO AN• s• 4 lana• lar tar r aur 1.1x4 14Wr 1-114 t-1r4• 1.vr r taa tae vxtea ACTUAL PRESSURE REQUIREMENT FOR THEttelnm@9• ../ 2(6ArOfe I(Fig.1) 7801te MPA 680116 1t6U 164 iPB6 ma 840 Ea B80OH WA MD Ma 748 880106 U92 m1 6B2Ia Ba 13008 OPENING,WHEN IT IS LOWER THAN THE MULLION Q O O V. •• CAPACITY(FROM THE TABLE)OF THE SELECTED d • w • • MULLION.IT WILL YIELD A MINIMUM ANCHOR •••••• •••• • • CAPACITY WHICH MAY BE USED TO QUALIFY •� • w ADDITIONAL ANCHOR OPTIONS FROM THE 0000 ANCHOR CAPACITY TABLE TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 28 FOR INFORMATION ON LOADING. 1286• � cantpNylDg vrhh the 1?lalda SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. OBdo ca No FIGURE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 0 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21.23. R - HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 211(r I PreBuct Coo FIGURES SHOW SUGGESTED,APPROXI ATE HOLE LOCATIONS. 111 N 11111 I r7 r r ANNE CLIP MUST BE 115E0 IN PAM. FIGURES 4)SUBSTRATES:CONRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED . C `1�� 0•,......••Af/��i� YELLOW SOUTHERN PINE WITH AN SO OF .CONCRETE BLOCK UNIT(CMU)SHALL CON 55�ALUMITO NUUMM SHALL B90.SE WS3-T6 D BE ALL BE �EIMUM O 1F 25' ..' VICE THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 128'X 2.11'X.12G MULLION No.58705 LEAST AW THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAY SE STEEL,18.8 S.S.OR 410 S.S. � SVAWI�l ':IVW�� ' 70NAL frit 11111` A.LYNN(MILLER,P.E. FL P.E.#60705 TABLE Mullion Oikpaft Table Opening Width(farvwdm*sp9mhlg mLVmm)orOpenleg xalght(tor hxIzwtey spaminp mdbm) w10 6010 loin In I Win I 100tH 1 12010 14010 181)10 6 Reafm,WW Tmpf&lan8. ReatAn(p4er TralVramg• ftetw dm Trepi0leg. Reetongtlar TYsptnws Trap111hm Rsalugla 71"MianO• R5of5n0Wer > �• � TwplT�tarY, ReefanpMf TmNrdenO. g 4 3.28".30 Lm1t Lwall Lm4100 Us" Lad" Loaft Lawft Loe6ta0 Laaang Loaa9g laad;ng 6ca�nB LoaM9 LoaM9 l0ad.9 L-ft Lwft 1Z' Y BAY MULL � �� '4��• �gj ��' �� $gg��• a' �' �' �� q6 ��' qg � $g •��y�' � � � �' �' to T; 00 O 42h 17ao So 170.0 436 170.0 744 170.0 478 170.0 888 170.0 008 170A 982 170.0 619 170.07110 170.0 621 !70A 1240 170.0 621 170.0 1488 170.0 W 170.0 1768 170.0 021 149.1 1740 170A 821 J w 40h 170.0 7011 170.0 624 110.0 850 170.0 deo 170.0 1192 170.0 630 170.0 1133 17&0 891 170.0 12M 170.0 877 170.0 1417 170.0 680 16x2 1672 170.0 680 13&611522 170.0 6� 114.2 1522 I7a9 860 � N 60.6281. 170.0 747 170.0 669 170.0 896 170.0 631 170.0 1046 170.0 am 170.0 1198 170.0 723 170.0 1346 170.0 147 1812 1443 t70A 768 198.0 143 170.0 768 117.3 1443 170A 768 100.8 1443 170A 766 O 410 170.0 787 170.0 812 170.0 0156 170.0 691 170.0 1116 170.0 764 170.0 We 170.0 603 180.4 1363 170.0 637 148 1363 170.0 866 1203 3063 170.0 861 10&1 ISM 170.0 681 902 ism 170.0 Gift m ~ Gain 170.0 866 170.0 701 170.0 1083 170.0 797 197.0 1218 170.0 878 14&1 1218 170.0 94 12Be 1216 160.9 938 itU 1216 1621 024 97.4 1218 146.1 913 83A 1218 14&1 913 711 1218 148.1 913 03 in 17&0 630 170.0 746 170.0 life 170.0 860 16x2 1150 take 033 131A 1160 183.0 914 116.0 1160 141.0 908 105.1 1150 1342 868 873 1160 128.7 871 75.1 11911 1262 870 860. 1160 1202 870 Be10 170.0 97 1j0. 162.4 1049 166.8 681 130.8 1049 14&8 e84 1143 1018 139.7 ew 101.0 1018 723.4 &T9 81.4 104! nae 830 78.2 ifg6 109.4 921 86.9 1018 1082 816 67.1 tote 1082 616 ? • • 140.8 ea! 1117.0 784 117.0 4180 t66i 746 100.6 880 1108 734 860 880 100.0 722 782 >�0 9x0 7t2 70.4 880 eat 703 68.7 680 792 893 603 eeo 783 668 4A 680 78.4 686 = z O 76111• nal 780 126.1 69.8 TP� 106.4 878 eaA 790 833 303 74.6 780 e99 8:� d6.8 790 r6A 643 693 780 71.7 836 498 700 N.1 824 4x6 760 8x1 819 37.4 790 SIA etr i7Y f• 110.8 t 11x3 760 fiat 644 79.1 760 663 632 69.2 760 77.1 421 BiA 780 703 M2 69.4 760 660. 806 402 760 59.4 04 39.0 760 6&2 668 34.9 750 We 588 � d 8 fqh 72.7 883 74.4 990 80.1 6683 62,8 491 61.8 661 643 483 4&1 683 48.9 478 40.1 683 4.4 486 38,1 630 403 482 30.0 630 36.2 452 25.8 563 34.3 445 228 663 81.6 442 m P • 88 h 69.4 485 61.1 43 49.8 4 1 436 42.4 4116 4e 427 37.1 409 Zee 421 $&a 498 38.1 415 29.1 405 332 408 24.5 49S 29.1 400 21.2 495 269 394 78.8 405 26.0 30 � w • 10810 41J 348 3�1 3� 318 20.8 391 31.1 312 2&1 991 27.9 337 282 301 243 333 20.9 391 223 326 17.4 391 18.7 921 14.8 381 173 316 (r} 1 3&4 370 1 331 9x0 1311 390 273 370 283 are 24.0 370 263 320 21A 3/D 2x28 918 t&2 970 203 312 183 370 18.1 305 W CA N • t�Af 30.4 stf SD.0 iaa 288 4 284 210. 317 228 289 1&0 317 tae 276 188 311 178 273 Q art d O Q 14 tat QABLE IbB ANCHOR CAPACITY ADJUSTMENT FORMULA: &_ Anah•rCe 0.i Table fibstANCHOR GAP., m. •• 2.78 Cmm�e &61Cano. NWI0wCd1U Filed 0601KMOSW t6ekl (DR-)Xt )=ANCHOR CAP.,,,, • • • MULLION CAP.m,„„ • ••• 3116•EW Unma t/4•El.IIIO.om 5"0'6-13118•Eton Ilmaoaa U4•Eke LMm m 114.86 Elft 5"r E100 1N•S8 Eke8ffe1 0128W • An6horC8pPaA.. An�p • 111b" App1e85W UOre0mt A9lteltafor -(" if w (ON USE THIS FORMULA TO OBTAIN THEANCHOR ••••• •••• E60B 2.1? t• 2-/2• 3-IM 1• atrr t• 2 to r 3.116• r .64• 0324• CAPACITY REQUIRED'CORRESPONDING TO AN Embean (ki 4• 1114• 1-sr4 1994• r 1.114• i-114• 1-Il I-Im 1-ta• I-Iw T 318 wMes ACTUAL PRESSURE REQUIREMENT FOR THE 2A,whore®6.1900"(y20M O000palla9.tk 999110 390 ms 450w 699169 170015s 270ft 260169 7400• 374 Be row 948ms2I6s seo OPENWG.WHENITISLOWERTWWTHEMULLION 4 Arab=1$3.•11111 O.C./(2)216 An0k a0ps l(Fl0.4 780 Bw 780 Ow 79DI� 187011+ 28%109 340 row 5mlbs WA 1120116 74th/ 880@9 i892Uw9109 1120 ms CAPACITY(FROM THE TABLE)OF THE SELECTED BAnob•e 2ar6aao.c.r &aAnik r(Fl0.37 1120 ms 112005 !Lams ?246ma 1154 ma wA BW ma wA 1069 ma wA 1320 m5 wA 27 ms iBBDOw MULLION.RWILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THEODULT RIMSBD FIGURE 1: ANCHOR CAPACITY TABLE. o9mpiylnawh�b/th6�Fb da TABLE NOTES: d10g Her ' 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. and C6hboT FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDf0R OPENING WIDTHS IS ALLOWABLE. t 1 i 111 l 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. •128' �� ON{LYNN • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 30. \�Q��•'4TCENgF' FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 32W No.50705 'X 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED _ FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSUR&TREATED • • 6 8 YELLOW SOUTHERN PINE WITH AN SG OF 0.65.ALUMINUM SHALL 13E 6083-T6 AND BE A MINIMUM OF.126• --U•: l THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045•THICK(1S GAUOEj STRUCTURAL STEEL TO BE AT 30.BAy LEAST.126'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION O�•., S7 113 OIY' `(V • THE MATERIAL 010&012 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. :tis•'•;��07.IDp,.•'G��`: ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAM. �r S�UNAL A LffdWIMIL•LAR,P.E. FL P.E.&58705 TABLE 16A MullIon Capatilly Table 9111 OpednB tlifldth(tarvsrtlra*sPety'ra- c-m)or Openlnp Halpht((or horimntely�mals) Wm Wn Tom eon coin 1001111 t20m 140 In 160111 o Reotm9der Tnll"Ifdem Rellbroalm TFWTdMM. Reann90• R� Tr ftng. RwWWIa TO� RelitmiIitilT na Tmowna- Reofanpaw willing. p. o 3.26°46 LW&V Loaft Load" Loaii�0 LOadem lnaenp Laaane 1.021111111Loadag Im tLoe•,9 LaLaedn9 Lmdn0 Laadna Loadnc Y Y BAYMULL � � I fill, I' 1 11 1 h fill, 11111 o 421n 170.0 820 170.0 435 170.0 744 1710 478 i70A 888 170.0 500 170.0 OB2 170.0 619 170.0 I lite 170.0 621 17&0 12ao 170.0 521 170.0 1491 V0.01 521 1170.0 1736 170.0 621 180.3 1871 170.0 521 W 4$In 170A 708 170.0 524 170.0 850 170.0 681 170.0 992 170.0 630 170.0 1133 170.0 881 170.0 1276 170.0 s77 17&0 1417 X170.0 6W 183.7 IOU 170.0 90 1140.3 1837 170.0 BW 1728 1837 Inc see it ri0.0 747 17&0 589 170.0 We 17&0 Wt 170A NO 170.0 684 170A 1188 170.0 773 170.0 1345 170.0 747 170.0 1484 170.0 768 147.1 1652 17&0 768 128.1 1552 170.0 758 11&4 1552 17&0 768 m 17&0 797 170. 812 I7&0 859 170.0 891 170.0 1118 17&0 764 170.0 1276 Inc W3 170.0 1434 170A 837 166.2 140.5 170.0 868 170.5 140 170.0Wt 110.8 1455 170.0 861 979 7455 17&0 881 ~ to Win170.0 866 110.0 701 170.0 1003 170.0 791 170.0 1240 170.0 618 167.1 1309 170.0 044 139.7 1309 170.0 998 125.7 1309 103.8 9mm 10{.8 1300 167.1 982 69.0 1809 197.1 900 7&a 1308 167.1 982 83 InVol) 830 170.0 745 170.0 1118 170.0 850 182.0 1247 170.0 940 142.6 1247 184.5 M3 1287 t247 IW.B 885 I74A 1247 1413 652 95.0 120. 13&2 838 81.4 Im In.? 035 71.3 1247 135.7 935 S` W ❑ 170.0 07 1 .Q 170.0 1189 170.0 003 148.4 1100 103.7 086 10.9 1t" IVA 945 t18.4 1190 130.6 928 103.0 1190 12&4 814 889 JIM 110.5 898 742 I1W 118,1 W3 84.9 /100 t1&1 893 Z 101.8 109 •8.8 811 134.7 1010 14Aj Beg 116.4 1010 127.2 842 101.0 1010 11&7 828 ate 1810 10.5.6 at'/ WA fate 98.0 807 67.3 1010 We 700 97.T 1010 87.8 780 WA tole 67.7 700 fiz 137.4 1100 143.0 >J2 114.6 1220 776 O&1 We 107.1 781 66.9 900 00.2 749 7&3 Wa 682 736 00.7 W8 82.3 720 57.3 ON 74.7 718 49.1 We 71.2 710 42.6 008 700 700 � !L� •127.1 1000 BBI ICA Tab 90.0 881 88.8 726 7&4 881 88.0 Ila 70.8 001 efA 703 03.9 e81 7&4 e8a 63.o eat 88.1 8e1 459 Wt 6.5at 43.7 en827 60 86.4 574 e&9 &48 721 681 6&1 00 420 684 51.7 648 58.1 845 409 60 000 007 41.4 848 479 SW 34.5 918 41.5 510 28.5 e46 302 511 000 818 3&5 507882 588 70.1 US 68.8 &. 409 4&7 588 51.4 401 429 SW 450 483 3T0 500 41.4 478 3Lt 600 3&I 470 2&4 568 33.4 450 242 596 00.5 452 21A 588 2&7 447NW I MY 479 4 39.0 400 41■ 589 342 449 36.7 393 2&8 449 31.7 .007 789 449 209 862 7&9 4{8 28.1 377 209 449 22.7300 17.1 448 20.4 381 1&0 449 1eA 38644.1 425 04 386 00.8 •4$ 379 31.5 425 32.8 373 278 400 291 587 24.5 400 262 382 221 425 24.0 358 184 425 90.7 3W 1&8 428 1" 349W 34.9 364 35.6 ni 29.1 8 328 240 004 2&8 321 21.8 384 22.0 S17 1&4 384 2DA 313 1T.5 884 t87 309 . Q 202 wA !33 162 •253 17.1 230 ANCHOR CAPACITY ADJUSTMENT FORMULA: � � Aftn orCepacdtv Table bs ANCHOR CAP.,,, •• 9 2.7kCantda 3.6k42pa. H550welyu F81ed0(N PTVftd bteml (D_)X( -)_ANCHORCAP.,,, • • • 5FIr E100 1/P88E100 5M0•Eloo lW8810a0 #1081ed 412sted Meted MULLION • • • � 3rt8.190o 1 t.. im ew Ue mm 18•om 3/t8.1:b Uft a fn•Eine umaem A90 MumiT Aqp OMbr 8=00(O0 score(05) sum glom USE THIS FORMULA TO OBTAIN THE•ANCHOR • AnehorCBpPattlma • ••••• ••• Ease Dh t• atrr r aur atrs r z-trr r 2-lir r sve r 0.4a oAa oa24 ACTUALCAPACITYPRESSURE REQUIREMENT CORRESPONDING H AN EnlMan en 4• lana• tax• 14x4• r 1410 1.1x• I-u1• 1.1x4• -7 -- t-tx• r 1au9• t-W woes ACTUAL PRESSURES LOWER THAN FORTTHE MU 2AF4=05.6anpC.�q)z.eagla capar(Fig.t): 390ft 3901 4000. 89D roc f7Wms 211)W3 zW O. 364m 1409. 374 The Q 968 Sat lee M2an 9. OPENING.WHEN 1T 13 LOWER THAN THE MULLION 4ftha4®3.6.6440.C.1(2)2k6An01e4Aya1(F1p.2): TW08 TWIm 700ms 1610ms 25250. SON SWft 1 1120 FA 7100. eW las 189211201bs CAPACITY(FROM THE TABLE)OF THE SELECTED 9 Anohor0 27P 64n o.C.1M2k5An91e�1(Fb.37 1120148 JIMM 95BI6s 22480. 2254100 wA 860 ma Ria 101@11. laa 1520008 wn f022I0s tau ma 18001 MULLION.IT WILL YIELDA MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. m lmway the Flit" FIGURE 1: TABLE NOTES: Amplllmlft !' b 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 F'OR INFORMATION ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. l FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDNDR OPENING WIDTHS IS ALLOWABLE. 111(111(x)r 7 willy �i 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23 ; \ON.......... • • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. .126•QS.AY �1GENSg ., FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. P ` ' No.58705 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED n FIGURE 3: CONCRETE BLOCK UNIT(CMI)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED ti( • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.6&ALUMINUM SHALL BE 8083-T6 AND BE A MINIMUM OF.126' THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.046•THICK(18 GAUGE}STRUCTURAL STEEL TO BE AT STATE r1l LEAST.126'THICK AND ASS.ALL ANCHORS INTO METAL SHALL EXTEJND AT LEAST 3 SCREW THREADS BEYOND �'�'G•'•. • • THE MATERIAL.510&#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. FS•.,COR10,,. ` ANGLE CUP(FIGURES 1-3)MUST BE 11.450 W PAIRS. 0\. A. A.LYI�1�UIILLER,P.E. FL P.E.#58706 i-1.000•-i 1�1.260'�1 ®�3�� •- 4' � --{ 1.000• 1.000' r-- .126' 1--1.286•--I 125 a26' .126' .125 2750' 2.760' .126' 3.126• 3.165 �+ .125 2.000' 2.01I00' 285 2.118• .126' L .125 z > N y - 7l f T 600• F L TX T X.126'MULLION 1•X2•X.37r MULLION 1•X 2.76'X.375 MULLION 1'X2.75X.660'MULLION 1•X 3.126'X.r MULLION 1.25,X 3.16r X.2w KILLION 128•X2.111X.126'MULLION Q Q, N 8063-TS ALUM. 8063.78 ALUM. 6063-T8 ALUM. 6083-T8 ALUM. 6063.76 ALUM. 6063-TB ALUM. 6083-T8 ALUM. X•SECTION XSECTION XSECTION XSEOTION XSECTION XSECTION X-SECTION W� Z Q t-125' 9 N TABLE A Z W d • •• ��LI Dimension Value On) For Mullion: • • i srarroARo CUP •••••• •021 00? 0(163-V61-UM. • • X�ECTIQN 2.125 U•CLIP 2.000' XSECTION A 1.826 J O. Z • . 1•XT X.125 Q M ••••• I I 608378 ALUM. •••••• • • .126' XSECTION .126' B 2.� Aluminum U p C 0.885 Tube Mullion OZZ •� ••••• r 4 D 0.740 Qo c • .126' •••••• • •• •• •• .7454 B 2404 1•X2'X.375 a 0 Y • • •••• 8800 C 0.636 Aluminum .gam• 3126•--may dkft"-cup,SEE MIN.CUT HERE TO .377 6000• Tube Mullion U Q O 0!000! r O @ 375 N1N. D 0.480 0 � • MIN. DETAIL F.ZRIEEi4 1IT.338•MIN. A 1.876 B 3.000 1•X276'X �I • A I U•CLIP {--------1 ••••• L- ��--J •IS __� 6063-TOALUM. - "------------------ 2X6 ANGLE QIP C 0.767 .376 Aluminum • • • TOPVIEW 6063.76 ALUK D 1.118 Tube Mullion • e•• 480 Min. Q �i ••STONDARD CLIP CENTER OF ANCHOR HOLE MUST UE WITHIN THE TOPVIEW E •••••• •.•• • 503-TS ALUM. DASHED BOUNDARY.SEE SHEETS 6.17 FOR THE CENTEROF ANCHOR HOLE MUST UE TOPMEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR A 1.312 1'X2.76'X WRHN THL O BOUNDARY.SEE HOLE MUST UE HOLE DIAMETER:ANCHOR DIAMETER+1116'. 8 3.000 .560' SHEETS 6.17 FOR THE ANCHOR O.C. WITHIN THE QED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.478 Aluminum DIAMETER ANCHOR DIAMETER+1/1r. MEETS S•17 FORTHE D 0.838 Tube Mullion ANCHOR O.C. TABLES RODUCTRBVISBD DISTANCE.MAXIMUM PDT PaRB A 2,000 eongJyioS wpb the Aloride ANCHOR HOLE 1'X 3.125 X Mull Dimension B 2.837 Oaleso� 6.600• 375 DIAMETER ANCHOR Mullion Std.Clip Olieet Cllp ti-clip Angle Clip Alum aeot�allo .376' MAI• DIAMETER+1118'. C 0.853 Tube Mull lyato MN. 1"X2'X.125(6) 65606 668113M 6661110M MU43M 688611M D 1,137 _----_ ---_-__- 1"XT X.375(0) 688008 SM114M SMI110M 688244M 868612M A 2.626 I adeProdva onuol �- �---- i 1.26'X3.188 I I I f X2.75 X.375(7) 58807 S68116M 5881120M 668246M MM13M B 3.202 X,2W plum I I I 1"X2.75*X.660"(b) 66806 568116M SM121M 685246M 686614M C 0.862 Tuba Mull S 1'X3.125 X.500'(9) 66637M 5651116M 6881114M UN42M MM16M D 1.782 � F/� I i 1.25 X3.188"X.285°(12) 86841M 888t117M 8881113M 668241M 86861sM A 1,813 128'X2.11'X q X L-------J ------ 12t'Alum N0.58705 1.25 X2,11"X.12b"(1S) 69370 WA NSA WA 88�iTM Tube Mull - ; _ OFFSET QIP .125 I C 6083.76 ALUM. NOTES: •••, Sl TEE O� J'•••4f/�: 740'-H-I--3 TOP`IEW 1)HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. ��.•••.F(ORIOP••' 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C.DISTANCE. �'i�S.9/0N ��?•� A.L'VNN il10$RA,P.E. 3)SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. FL 13.151)58706 1.000• --{ 1.000• 1.062'•-•I� .063• 3�' .082• .125' OBY O .436• I I gg u 4.000' .126'STANDARD CLIP L+x 4A 4.000' 2.025• 2•C)ff 8083-TSALUM. I 2.125' U•CUP 2.000' 8989•TGLE CLI .126' I XSECTION I 6083-TB ALUM. I XSECTION .1�• N 126' 125• • UM 12ff XSECTION L '6 m 031 Z to .126• O 126 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE j N ./6SJ DASHED BOUNDARY.SEE SHEETS 6.20 FOR THE _ .376' 376" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR D: N �f �' HOLE DIAMETER ANCHOR DIAMETER a 1H8•. m r3 O 1'X4'X.129,1 1'X4'X.378• 1'X 4•X.376' MULLION MULLION 'T'•MULLIOPI b.�ff CUr HERETO • 376" 606&78 ALUM. 8083-TS ALUM. 8983.78 ALUM .378• 3.125' CREATE F•CLR,9EE .�5' ��MIN. N J XSECTION X-SECTION XSECTION MIN -DETAIL F.SHEET 4 D W • •• 1280' .376' Z • • • • • r--_. , I r--------i CENTER OF r---- ----------i .376' •••• ••• • • •• i I I i i ANCHOR HOLE i j MIN. O Ct • •.250• LL 1.290' • I I I 1 I MUST LIE WITHIN I 1 d •••••• • I I I I I THE DASHED 1 I J •• • • • i i I BOUNDARY.SEE I I H U Q c _ IT SHEETS&20 FOR 1-_-_-_-_f Q N • • •• •• 2.876' i - I i --- i THE ANCHOR O.C. •• • 3.84' I I I I 1 F I ��E 1 i M zOP • ••• •• •• i i i I ANCHOR HOLE i •1 • • ••• •• •• I I I I I I DIAMETER I F • • .100' .100' .100' I7=."THE=ED L ------� 1 .iANCHOR +1118'. r--------------------- DIAMETER Q •• • • 100' 824' 824' L STANDARD CLIP U•CLIP 8969-T6 ALUMP �0� XJ!O • Ew !� -E 8063-T8 ALUM. OWS-TS ALUM �� ••• -.{ 820'I__ OR HOLEMUSTLIE TOPVIEW TOPVIEW � •• BOUNDARY.SEE • 1.28•X 3.25,X�10M0••• . SHEETS 6.20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. 1.28'X3�'X 4• 126'X 3.94'X.824' • MULLION MU410%�• MULLION NATER• M ANCHOR HOLE D1menW011 Va108 on)For Mullion: 0lmenelon Value Qa)For Mullion: 0 0 0 0 T8 JJ DIAMETER':ANCHOR DWMEfER+1N8'. tI(106•T6ALUN•••• 8008- ly.M 6008-TB ALUM. 3.887 1"X4 F 1. 1.26' X-SECTION • XSECTTON XSECTION p 1.000 .125 O 0.6W X.824' 0000 5.600• H 2860 Tube be Mu l H 1. Io 3.489' �{ I 3.000 Mullion I 1 3.266 1MullIon Tube . . 2.881• 126 .375, F 3.167 1'X4X F 2.826 1.2VX3.W O 1.377' •12w 1.877' I MIN. 0 0.767 .376' 0 1.126 X.624• Ruvislin plarlds _ ---� _ H -1-4-W- Alumlmlm H 1.600 ANminum B Iylrysw1hh 4--1A�� -- ----- !1(. l i I I r I I 3. Tube 8 T I 3.�0 Tube Mldllml I 1 I 1 I F 2.260 1.2X0 X326" F 2.913 30° Kul No I i i i i O 0.760 X.100` F 2.878 45°Be Mull .126' II I I I H 1.500 Alumlmml .128' 45•-1- 2.280' I I I t I I a 1tt1 onlml 30° I I 3.280 TU1e Mullion H i I 1 1 1 I TABLED \\unull 3.260.45•BAY MULLION 3.260• 1 I I I MuII DlmeeMon `� XA LYNN 'fl l, 603346 ALUM I --____ i �- ____-� PG7pa1t 1 `�� .Y ......,A' ��,�� 8903.76 ALUM. I %SECTION %- OFFSET XSTOALN I ( Mullion RWA OBeetCli U-Clip Angle CUP .1�;'•�\CENSF'•;F�p �� 1•X4 (10) 811384 5881122M 8�41M B88818M 1 p OFFSET CLIP No.58705 .126' 808378 ALLlld. 1•X4 (11) 66810 SMI123M SM42M 888819M ' .228' -•.96t•-� �'-�t•� .740' TOS 1-X4' (11) 6686.9 6Sfit123M 680242M SM18M �1c _ NOTES:* 128•X •(13) 20160 88611?AM 8882410M 8888118Mj �o� ([ •126'X24'(14) 20181 �GWIIIM 18M }t 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 12�X24'(16) 20182 17M �:�'O '' ' '2)SEE 3HEET9 620 FOR SUGGESTED,APPROXB.IATE HOLE LOCATIONS. SO 9j 88649 110M i�'sis/ 45DeMM Mw11IM �i QNA�" .�� 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. A.LY FL P.E.#6E.#5878700 P.E. 8 TABLE E Mull Dimension PGT Part# � (Shooto) Mullion Std.Clip U-Clip Angle Clip �' •126' -(f- -125" �{x,126' to Te •X4'X.26'(18) 88802 668201M 888271M 6865112M I I � d 2'X8'X.2b'(17) 88 4 686262M 888272M 0=113M STANDARD CLIP U-CUP I 2X6 ANGLE CLIP zn 2.000' I 68113-Te ALUM. 2.126' I 8883-TBALUM. 888&Ta ALUM. d xSECTION XSECTION 2.018' x-SECTION NOTES I tV 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .128' .128' L .126' N A8 km DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET. N 8 N 2)SEE SHEETS&20 FOR SUGGESTED,APPROXIMATE 1 --1490'-4 T HOLE LOCATIONS. 1.490` 3)SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. W 6.600' N OUTHERETO 6.000' L-.375' LU O 2.000' .376' 3.500' -1 MEDETAIIr CREATE LF.P. .378' .376' MW. m MIN. SHEET4 MIN. w 000 Z r------- ------ -------- -- -- ------------ • • I l--------- 1 z • • • • ••• • •• I I i i j 0 iL 0000 4.000' • • I I ; zi c ••• �t- I - I 3.438' @ + 3.438' }--- --I U c • "• • 2•X 4'X 26'•es i I I I O "JON • I 3.438' •••••• • • XWTION I I I I 3R N •• I I fll- Mw 00000 •••• �- STANDARD CUP U-CLIP,0063-T8 ALUM. 2X6 ANGLE CLIP Q (� O • • CENTER OF ANCI[OR HOLE MUST LIE e093T8 ALUM. CENTER OF ANCHOR HOLE MUST LIE 808378 ALUM. O, N • • • • FO 2'X 4'MULLION SHEET 18 ••000• •2� •••• WITHIN THE DASHED BOUNDARY.SEE TOPVIEW TOPVIEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW g rkO • • SHEETS&20 FOR THE ANCHOR O C. SHEETS&20 FOR THE ANCHOR O.C. ...... . •••••• DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE ••••• •• • DIAMETER:ANCHOR DIAMETER♦1116'. WITHIV THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER♦1N8'. • • • •••••• SHEET$&20 FOR THE ANCHOR O.C. • • ••• DISTANCE MAXIMUMANCHOR HOLE • : •••• b' CUT HERE TO DIAMETER ANCHOR DIAMETER a U18'. 6.0w CRE••••• r--2�Ogy..�..,1 • • .376' 3• � SEE DETAIL F,. .376' �F.37W • -- MIN. r SHEET4F' MIN. MIN. 376' •so>ptyl�y%*hdrePtalda _ I 1 1 � I I � I 1 250• 6.000' -�-- -r - --j 4.888' t 6.438' +--------I 6.438' I i A1111IlIIN 6.438' i iVNN `��•�,t,ONy.......?14Q��ice: a•x6•x2s � I � � , � P�•,.••',ACENSE'•.•gyp 6083-TOION ALUM. i I i I i i _ '• N0.68705 '.x x-SECTION I I I I i .376• - f MIN I I L--------------------- - fiL t A°f `5 •. OR10, > STANDARDCLIP U-CLIP 2X5 ANGLE CUP �T�S• F. P,.�U\` . 6003-T8 ALUM. 808378 ALUM. e063-T8 ALUM. �,• TOP VO=W USED FOR 2'X 6'MULLION.SHEET 17 TOPVIEW TOPVIEW A LYNN MILLAN,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.O/-80.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A T WIDE MULLION IS SUITASLE,THE MULLION LENGTH IS 7Y AND THE OPENING WIDTH IS 32'+32+i'=85'.REFERENCING SHEET 28,THE COLUMN USING yp RECTANGULAR LOADING MUST BE USED.SCAN THE MULL=TABLkS FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 24WAND WILL MEET OR EXCEED THE REQUSLED DESIGN PRESSURE OF+80.0%80.0 PSF.ff THE TABLE 1�ES NOT SHOW THE EXAOT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. S EE BII FROM TABLE 3A,SHEET 7.THE V X 2.70'X.375•MULLION(LENGTH=72',OPENING WIDTH-707 MEETS THE DEPTH REWIRED,HOWEVER THE DESIGN PRESSURE IS+1 PSF AND WOULD d � DETAILS. NOT BE SUITABLE FOR THIS APPLICATION. SHEETS .. 2a FROM TABLE 4A,SHEET B.THE T'X 2.75'X.880'MULLION(LENGTH-7Y.OPENING WIDTH-707 HAS A DESIGN PRESSURE OF+1-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 72• OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LBS. MIALION y N m LENOTIT4 2)USE TABLE 48 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)n12 ANCHORS AND THE 2X8 ANGLE CLIPS WITH(4)012 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CUP IS EASIER TO INSTALL SEE O & 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DES16N PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL J DETAILS, APPLY TO THE OVERALL ASSEMBLY.FINAL DEVON PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED 84 ACCORDANCE WITH THE ? _ 24 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULIX>nt N IN THIS EXAMPLE,THE DESIGN PRESSURE REWIRED WAS 41-80.0 PSF.�OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY 038 LBS•ALTERNATIVELY. 00 NOANWORS IN w¢u!mwDE!.L THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF: c� y I'KILL WITH (80 PSF)X(MBS =524.9 LBS (MAY BE USED TO QUALIFY 010 StEEL SCREWS FROM TABLE 4B) g F� z • ••• • •• THE BUILDING SUBSTRATE IS KNOWN TO B£CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.38'.THE OPENING REQUIRESA � L 8 •••••• • • • DESIGN PRESSURE OF+50.01.88.0 PSF. • :000* • • FOR THE VERTICAL MULLION: REFERENCING a �V • • :0:00: THE COLUMN USING REINITIALLY ASSUMING THAT A 1-WIDE MULLION ISCTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TE MULLION LENGTH IABLES FOR A 10r AND THE MULLION THAT IS AT LEAST THE WINDOW FRAME OEM Or-38'AND WILL 11 O sd ••s••_•.LE 2,� P e"LUONS MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.0/55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. EXAMP •• •• a ••• •• • —r •••••• FROM TABLE 3A,MEET 7,THE 1"X 2.75'X.375"MULLION(LENGTH=108,OPENING WIDTH=807 MEETS THE DEPTH REQUIRED.HOWEVER THE DESIGN PRESSURE IS+1-18.1 PSF 0)AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. y 00•wTOTH ••• ••• Oy O • FROM TABLE 12A,SHEET 16,THE Y X 4'X.260'MULLION(LENGTH=108',OPENING WIDTH=607 HAS A DESIGN PRESSURE OF+/-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS 'L A ••• • • • •B FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. `L C Oa 86I • BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2•TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 36'+36'+Y=74',NOT 73'AS PREVIOUSLY DETAILS, FENES •s• • 3 • DRAATIONTs � ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCASf.E FOR THE ADJUSTED OPENING.ALTERNATIVELY,THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN • • •pPROV •••• • THE 73'DIMENSION(35-V2'+3rMW+2"=737. • ••• • i � j 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CIDP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE PW !mmuLLION — ! CONUSING THE CUP HEADER AND WITH ARE (8)3H6'ULTRACON ANCHORS AV WIDE.IF THE MULLION CLIP l AN EDDE DISTANCE OFTo BE CENTEREO Y21�I GIVES ANCHN THE W.CARE MUST R TCAPACITY OF JOW LBBE TAKEN TO S V"CM N THE GR p�E�DISTANCE- - LEENNGTH L • `SEI THEREFORE SUITABLE•FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. B DETAILS. DETAIL E, OPENING SHEELS2a SHEETS FOR THE HORIZONTALMUU.tONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2"X C X 280'MULLION,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS.ALTERNATIVELY,ANOTHERFOR RODTN:TRBV168D H MULLION TYPE COULD BE CHOSEN* eompl t wNb1Lo Fbft 140 64ULLIQd 1)THE MULLION LENGTH LR 38'AND THE OPENING HEIGHT IS '+T2�*2•=106•.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDALJfRIANGUTAR LOADING MAYBE Oft cwo 1 USED.FROM TABLE 12A,SHEET 18,THE 2'X 4'X.280'MULLION(@ BENGTH-4T,OPENING HEIGHT-120')HAS A DESIGN PRESSURE OF+1.170.0 PSF WHICH EXCEEDS THE ftw /ZQ REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APRT CATK*L NOTE THE ANCHOR CAPACITY REWIRED OF 621 LBS. o�8. 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CUP TYPE REWIRED FOR THE CMU SUBSTRATE.W THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 6' emf a IYe asl Qo!mo1 SHEETS WIDE.IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE 8'J CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE,USING THE 2X5 ANGLE CLIPS WITH r (4)3/16'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REWIRED 11 1 I!!I ANCHOR CAPACITY OF 621 LBS. ��•��N`�•,"Y�N, _MLIF Ha!Bz 38.HORIZ 4)FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION•USE THE SAME ANCHOR CAPACITY 821 LBS.TABLE 128 FOR THE U CLIP SHOWS THE ANCHOR MULL T.ENOTH MULL LIcNOTH CAPACITY 131074 LBS WHEN USING 3 ANCHORS,WHISH IS GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 821 LSS.THE Q• �c OPENING w107H FOR VHLTICAL Muu ANCHOR TYPE IS A012 STEEL SCREW. *: No.58705 _ FROM THE ABOVE STEPS.OUR MULLION DESIGN PRESSURE IS: +1.84.7 PSF FROM THE VERTICAL MULLION; =^O•."'11A t+1-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU;ULLION ATTACHING TO THE _ f : W +1-170.0 PSF FROM THE 36'THE LOWEST DESIGN PRESSURE 8M+/-84AL n7 PSF AND WWAPPLY ALL OF THE MULLIONS.MULLION �M� ''O'f� PL Op. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE.OF MULLIONS OR FENESTRATION ' �SS/ONAV-';�"'` PRODUCTS,WILL APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REWIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED W A.Ly(.yfiJ M)BflE),P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.O 6870b EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUfRIANGULAR LOADING: .. PW @pY SH/DH SHIM SMH SH(DH I PW O 3 m 1 1 C / w o LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I SILL OF WINDOM NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS HDOINCIED OR • •• I //�� lV� m+ e • • • • • i SGO Z •••••• ••• • • •• I LOADING OF VERTICAL MULLION IyW� • • ••• • P1N 1 LOADING OF HORIZONTAL MULLION J Z •:•••• • PW � • I LOADING OF HORIZONTAL MULLION • 0 0000• • • I I _ _ 000:0• •• •• • i PW z Y 0000 SH7DH 3WD}L • SH(DH SH/D}i 1 q 0 O 0000• �• �� I 0. :•000 • 0 •iw 0 / / � / •• LORDMG 8MMICAL M16L IOR• LOADING OF HORIZONTAL MULLION 60000 SRL Or WWWWS NOT AN�f�tED • WITH INTERSECTING VERTICAL MULLION • • • PW PW _ HR ••00 I I � LOADING OF(2)HORRONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION P HINGED j NOTES; DOOR PW PW On p�Ir�v�hUrePloiMe R DRAWINGS ARE dingC6A0 REREA INGS ARE OF TYPICAL )f r j PW PW CONFIGURATCONFIGURATIONS L / MAYBE EXTRAPOLATED FROM ppnppT o i THOSE SHOWN BuYNN E IF THE USSELLOADING TYPE CANNOT \` x0 ...... PW RECTANGULAR LOADING. 74 W J •.1C I 3)SEE PRODUCTS'APPROVAL FOR ="k:: No.05705 PVA It // ACTUAL ANCHOR LOCATIONS. LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS i / st�AXE �-�(S•:�/` '�'• SGD Off • �ox�oP.• ��: LOADING OF VERTICAL LOADING OF HORIZONTAL A.LYWN MIP.E. MULLION MULLION FL P.E.#58705 Florida Building Code Online Page 1 of 2 '"�'�N udPr ,'r`T �'�"�11 �`iihN?�`�NP o p'�Nli.l �°�I'� �" • � !I __ '�'�+� Fblldd J)qZ ltelld Bt78 Hmrta LOC In t UWr Rte HOt TOPICS i Submit Surcharge Rats®Facts uol+wr,r5 t e j s_a Susnes ( Product Approval Protssifrral USM:PubkUser Regulation 2raluct Aoorml Menu a Product er Aovlt®dan Search s Apalkation[fit s Application Detall FL#' FL16736-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address,/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss®cws.oc Authortzed Signature Kom Erin ekoss®cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative lay Lathrop Address/PhoWEmall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE Gb Validation Checklist-Hardcopy Received Certificate of Independence FL16736 RI COI EvalReo CWS-8718(HS-820p 74x63 IMP)ndf •• ••• • • •�.• -�•J •• Referenced Standard and Year:of Standtd)•• Year •• •i i i i DM/%SA/I01/I.S.2/A440-08 2008 •• ••• •• •AS•RI Et3004D4 2004 ASTM E1886-05 2005 • ••• • • ASTM E1996-09 2009 • • • • • :ON/TAS 20s/2Qaa03 1994 •• • • •• • • • • • • •• • • Equivalence of Product Stand6RLs • ••• i• i•a • Certified By ••• • • • • ••• • • http://www.floridabuilding.org/pr/p T.Tp- t1,' xjpa*an..tWVXQwd)qu8obl%2flZm6... 6/24/2015 Florida.Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Sommary of Products PL SR Model,Number or Name Description 1673b.i HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",XO or E OX. Limits of Use Installation Instructions Approved for use In HVHZ•Yes FL15736 Ri II CWS-8718(HS-8200.74x63,IMPI.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,74"x 63",DP+/-60 psf.Outer lite In FL16736 Rt AF DuPont PVB NOA 13-0129 2Z.13d I.G.must be safety glazed when used above 30 ft.in HVHZ. EL16736 RI AE EvalReo CWS-8718(HS-8200,74-Y63. Glass compiles to ASTM E1300-04. IMP).odf FL16736 RI AF rluanex(Mlkron)NOA 12-1017 02.ndf Created by Independent Third Party:Yes 16736.2 j HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOX. Llmks of Use Installation Inetructiorm Approved for use In HVHZ:Yes FL16736 Ri [I CWS-8698(HS-8200 111x63.IMPl.odf Approved for use outside HVHZ1 Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other.Large Missile,111"x 63",OP+/-60 psf.Outer lite FL16736 R1 AE DuPont PVB NQA 13-0129 27.Rd In I.G.must be safety glazed when used above 30 ft.In EL16736 RI AE DuPont SGP NOA 11-0624 02.ndf H)1HZ.Glass compiles to ASTM E1300-04. FL16736 RI AE Eva ikeD CWS-869B(HS-8200.111x63. IMP).odf F116736 Ri AF Ouanex(Mikron)NOA 12-1017 02.pdf Created by Independent Third Party:Yes Canted us::1940 North Mnnroa Street.Tarlaha a Ft 77709 Phone:8-O--487-1824 The State of Florida Is an AAMW employer.C..nrhaht 2007-2013 State 9f Florlda.::PrWaft Sbabama ;; ::gebgld,9t Under Horida law,emar addresses are public racoma.If you do not want your e-mall address released In response to a public-records request,do not send electronic mail to this a".Instead,contact the office by phone or by tradmonal man.n you beve any questions,please contact 850.467.1995.*pursuant to Section 455.275(1).Florida Sabrtes,efrectiva October 1,2D12,Ikensau>s Ind under Chapter 455,F.S.must provide the Dapartnnent with an erren address K they hale one.The emalls provided may be used for official communication with the licensee.However eme6 addresses are public mord.rr you do not wish to supply a oersonal address,please provae the Department with an email address which can be made evadable to the publlc.To determine If you are a licensee under Chapter 455,F.S.,prime c1ckbmt, Product Approval Accpt- accurt 'Drs 7 rtl"b •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • •• • • •• • • • • • ••• • •• • ••• • ••• • • • • ••• • • http:J/www.floridabuilding.org/pr/pr;app•dtl;aS ? EVXQwtDqu8obl%2flZm6... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation Report 871B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ),XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems,Inc. 1900 SW 44u'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005(4). This product complies with the requirements of the 5s' Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabam Ave.,North Port,FL 2) Approval drawing CWS-871B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-IA,-2,and-2A,by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 `94,ASTM E 1886`02/04/05,ASTM E 1996`04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440`08 4) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5"Ed.(2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. 0*6f,411snfit%,, •.' •.: '.: '.��_ Vd- 58201 •�*.'P :*• •y�S • ••• ISTAITS OF ;I& 4/18/2015 • . . ..+(3 . . .two* .. ..• •�'g, �t'•.;�7 %C? Lucas A. Turner,P.E. FL PE#58201 rrirrnr�sw+�� Lucas A. Tumer "' ' 2015-04-18 22:21-04:00 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . GEN FRat NOTES: ORIZONTAL SLIDER�LAR.�GEE ISSILE IMPACT I.THE PRODUCTSHOWNHEREIN ISDESIGNED AND MANUFACTURED TO COMPLY W m4 THE FLORIDA BUILDING CODE(FSC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1800 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1988 PER THE FBC, WWW.CWS.CC 75 1/4'MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS;(SEE SHEET 2) a CONFIGURATIoNs:'OX','XO'. PVC am MAXLWITWIDTH V GLASS DLO I'IORZ SLIDER 4.DESIGN PRESSURE RATING. IMPACT A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSRTVE DEMON LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES = � 5 ASTM E-1300-II4. I 1 ANCHORAGE THE 3311396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET s FOR ANCHOR DE �+ • • • B TAILS.WNDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD • • •••• B ANCHOR CALCULATIONS. • •••• HEIGHT FLAWS•- • I • • • • I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT ri O • •••• • • E REOUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT y E • i t j UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT $ w Z • •••• FMUST LYING E E ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND a MAX • •••• • wr • •• ® v I o • •r+t • /\ I M 8' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL DONT SEAM SEALANT ®! • • •• •• • •••• USED AT FIXED MEETING RAIL AND HEAD/S01 p •••• �' • i ••• I HEIGHT • • ••• •• }L ' 8 SERIES/MODEL DESIGNATION HS-8200. Q • • 68 7318' 7 S.THE DESIGNATION X AND O STAND FOR THE FOLLOW NG Z • GLASS X®OPERABLE SASH,0-FD D SASH `'d•t•••• •• DLO 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �Z`V. EVG• • LOCATION. Na 58201•• 11.EXTERNAL WEEP SLOT=U4'x 1'LOCATED 4'FROM BOTH ENDS,• G. i •• • '04 V-". STATE OF 4WjT C6 A -- y'pRtio[pR10r LUCKS A. • ►9 .....M' �� 33•GLASSDLO- Tumor 38 5178'MAX SASH WIDTH 2015-04-11 15:18-04:00 � - 4/11n015 LUCAS A.TURNER,P.E. FL PE 9 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-38D-1 574 GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS o7uarot ev: mwr- GENERAL NOTES 8 ELEVATIONS...........1 ADE 10/11[03 SECTION VIEWS a GLAZING DETAILS._2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING o. EXTTM1810NS 8 B.O.M...............................3 CWS 871 B ANCHOR SCHEDULE&NOTES................4 74"x 63" +!-60 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS..................._......s SHEET 1:15 1 OF 5 INTERIOR 7 2 VWN[D0 ►MnM 1800 SW 44TH AVE. OCALA,FLORIDA 34474 1 1 e WWVY.CwS.00 am PVC HOFM SLIDER IMPACT as a1 3 • •• Gi •see 0• • SECTION B-8 z :.606:6• 1 • 5 • i NOTE FIXED LITE AT HEAD 5� z •• 1 AND SILL IS SIMILAR. _a y 0.000• W • • 10 lxQ 000000 • 0O W • 0• 000• 0000 01 • F 1 0000• � � O 0000•• 0 6006•• rt 1� m < Z 0 • �J T� • • QIpNolI • HEAD IMPACT HOOK(TYP.) ��% ry••pi ***so* •• 0 MIDSPAN OF SASH ♦ �..«- T 0 (rtEkPS358 71B•OVERALL ,��Gp•'4�0EPI �� • • 6•• • •• : r N6 5B20y • • • • -- - •••••• 0.:990 ••• • 11B'ANNEALED nr TEMPERED = 60000• INTERIOR 711W AIRSPACE roi M 2¢ 1 5115°LAFA STATE OF f&I 115'ANNEALED �i��l�s$$h0 fit Wt'0,?�, ONLY RRI ApEO ORCE JIRD DUPONT PM INTERLAYER �yI wrolmi�tf�,� TO H1AiRICAPIE FORCE VlWOS. fY f- 1 4 I LOCATEDATIMRDPOINTE VB"ANNEALED {ITEM 27) ll 1 I PURFECTt3LAZE°H' 4/1112016 1 SIKAFLEX 552 LUCAS A TURNER,P.E. FL PE 8 58201 a 1239 JABARA AVE. NORTH PORT,FL 34288 PH.541-380-1574 1OEMA 1t2'GLASS SITE SECTION VIEWS AND a GLAZING DETAIL SECTION A-A HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS ADE 10110/13 SECTION C-C 120 ° •- ALTERNATE FIN FRAME :GLASS TYPE A CWS-871 B :1 SHEET 112 20F5 PARTS UST ITEM PART g IDESCRIPTION VENDOR tiAATE19AL s 1Ar OORNER CONSTRUCTION 31/e' 1 11.1497 RMI.Saah Mew.Rel] KeYnv* Alum t Vr QVANDOMMM 2 11-1899 lRoW.S.B.RJS.S.R, Kaymmk Alum 8 3 11-1838 Meet.Rall,Fxd Ksymark Alum 8 3 1900 SW 44TH AYE• 5� OCALA,FLORIDA 34474 4 H-M2 6ashTopumm.Rail Mkmn PVC 211n9" tne' 39na^ tn8' 2118^ 1/18^ WWWCWS.CC 5 H-8048 Main Fr.,BH,w/Fin.,PVC MDM PVC B H-8050 SashMael.Fie,PVC WkMn PVC CORNER WELD (ALLSmES) MD PVC 7 H-6051 Sash Stile Rall,PVC Mlkran PVC fit^ t e HOFS.SLIDER 8 H-6040 Maln Fr.,8H,%WFIV.,PVC Mkmn PVC LPVC FRAME FLANGE-8oae FIXED RAIL-1838 IMPACT 9 P-3029 Screen Pull Tab Swnmh PVC FRAME FIN40U � 10 P-3033 sman Sprhtg,SS Hut18y 1 11 P-3113 Sew Support,PVC Tema Plastic Rubber 23n8' 1 18116' t 3n8' �� n 12 P-3218 9oreetf Frmrre AOmcial RdFor m e 7 4 13 P^3228 SCWn Spline,.115 Dia.,Bk. Daps t 9B^ 1 5w 1 Sia t fdte 14 P-4756 Smgn Frame Comer Key Alimaw won 1118' Y^ w 1118 inB` 1/t 8° FIXED MEETING RAIL m • 15•PM4f chnee Silicons SCREWED O T ET E WITH P- •.��• 3352 Set.Blk.,85 DurR 1/8'x 518"x 2'Lg. Fmr kLmvo FB�ber PVC SASH MTG,RAIL-M PVC SASH SIDE RAIL-SMI PYC SASH TOwm RAIL4 m PVC FIXED RAIL COYER-em 1:9 j 17 P-3426 WNA,•0.270 x.187 back RnSeal,Gn Uiratab a o3 • 1 P-3539 tib x W SciumWIL2 Fastmml stow6 SIB' 3M^ I''i Z 19 P-4730 18 x 112° lss TnP!#fCll2aflc Fasterlw w Stew +a gry8^ 2 � 42 • •g8• P-3751! Cepohlg,1/2'Hots• •• M8M Nylon 1^ 1 16+18' hl tn9- fig+ 8 a •.•1 ••• •• • G 1/1 S d • �, P-5250 Spring; ,�P .�'6G Warlock P-4778• mtdem MRM SASH MM.RAIL-1497 SASH REINF.-15}19 • • P 40.11•#8 x 1.1/4 Ph FH TER,y/h1. Fastenal Steal L 8' 1 t Cd18- 3!4^ 7118° 1 114^ m ¢ Z • 24• P 4069 Keeper.Impact,&W%••• Interlock ***A* P-44V•Wep Coeer xd M&M Nylon 7L ins` ,,�4�4�O�RE� 28 P !�x 21/2 Ph Ttuss BMS PLAN VIEW-1999 toew•Gp�?.`�GE N$fi G' Qv AJmt Seel HEAQ IMPACT HOOK-11199 1116' /' •i A 4958 Lock • • • Sullk®n 2M0 S B RJ8 SR.-1499 ROLLER TRACK-17TH �elf No 58201 '.` P�Sa Y Sullhmn am 29 P-429•11".,0.420 X.187 back FInSsai, L t nft �Mir O 114^ 7fi . W� 30 P-4533 Barrel Faataner Fastonal Steel r STATE OF I J aI. 31 51112 RafMomamert,Head 8' I Be� ire' 8/16^ 1 y�y� �O Keymmk Alum !_ -•..« rq 32 S-1498 Rehd.S.B.FLIS.S.R, Kaymadt Alum 1n1r 4ye/ppp4fe�4r�� 34 5.1776 Roller Track 8� P� ede4 GLAZE BEAD-1112 hr+rrIf Keymadl Alum Ins' Z� 35 5.1999 �Hook,Hoad,hnpaw Keymmk AWm FLAN VIEW-2008 PANEL IMPAffrCATCH-2oaD 1PC 1a'•I 318^ �6116 4Z;Z-15 39 S-200D PaW Catch,Head,Impact KWma* Ahan f 37 S-8065 Ar9I Lit Mkm PVC �3n8^ LUCAS A TURNER,P.E. 38 86013 Sem.Adapt.,ted Nib,PVC MOerrnt PVC �— 3•�~ t� 1 12F PJA#53 AVE. 39 S-014 Sam.Adapt.,PVC Mk= PVC T FNC SCt;EE14 GATCH-eDt3 PVC ANTwFT-8005 scRrww SUPPORT4113 NORTH PORT,FL 348 5.8083 Fixed Roll Cowm Mkran PVC PH.941-WD-1574 �40 5-8084 GlazWQ Bead Mkmn PVC R. 1119' SHEET wT .GLASS SEE SHEET2 CARDINAL GLASSBOM AND EXTRUSIONS Pultect Glaze^H',SkaFlax 552 Henkel/Ska SMwne tne° PVC SCREEN SUPPORT-8014 ADE 10/10/13 LINE"0'6 NOT USED: CWS-871 B � NOTE:ALL EXTRUSIONS ARE ALUMINUM 6083.78 UNLESS OTHERWISE NOTED. bVAL� SHEET 12 SOPS VANDCFWSvwnm 121/4'MAX O.C.(TVP.) IF 1900 SW 44TH AVE. 3'OW.) 6"MAX(TYP.) 3°(iYP.) BE NOTE 2 4°M�(TYP.) B'°MAIC Q(:.(TYP.) SCALA.FLORIDA 34474 W MAXSYPJ 4'MAX GYP.) SEE NOTE 2 WWW.CWS.CC INSTALLATION 1m PVC 1 i i ANCHOR MP.) i INSTALLATION HOM SLIDER a" I ' ANCHOR(TVP.) IMPACT MAX O.C. 17' (TYP•) by Lu r • •• riI a m s • ••• • so • ••ee • • •I e j I z4 � TWWA i i0 mZ2 •e•••• • i• -- -- - a -- .9a ••••• • ANCH> I i::::: AYOUT-(RANGET ANCHOR LAYOUTD • • • •••••• �sbrrrtrrrgp� • • •ee • •• @J 5ffiO'I 4�Z� •• ••• 00 • • • ��,1{ N• •••• NOTES: 9}� STATE OF .� � 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 'a �1 Roto mL 'ss� 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD HEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1l4'. USE SHIMS WHERE SPACE GREATER THAN 1/le-IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ,ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET 5. 4/1112015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL ORCOATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 8 58201 1239 JABARA AVE 5.INSTALLATION ANCHOR SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION 84STF1UCTIONS,MID ANCHORS SHALL NOT BE L�0V SUBSTRATES W TTFi STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1.SHEET S. PH 941-3841574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT RECURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,t'FOR WOOD AND METAL DRAWN W. DATE 8 WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERSSHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WHO LOADS TO THE STRUCTURE ADE 10/10113 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUITEMENTS AS SHOWN IN TABLET,SHEET 5.CONCRETE AND MASONRY SUBSTRATES MAY NOT R CRACKED. CW"71 - B 9.SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ET FMA/AAMA1OO(FINWINDOWS),FMA/AAMA200(FLANGEWIMOOWS),FMAANDMA250(BOXWINDOWS),FMAIAAMAfWDMA3W(DRERIORDOORS) 1:20 SHE 4 E 5 TVP@CAL HEAD ANCHORAGE MW. BEDMENT SEE TABLE 1 SUBSTRATE BY OTHERS rltN*EDIST. 1/4'MAX SHIM SEE TABLE t MIN.EDGE DIST. �IYwocw SEE 1 SEE TABLE 1 BY OTHERS 1800 SW 44TH AVE. SUBSTRATE BY OTHERS 1/4"MAX BRIM TABLE t OCALA,FLOR071134474 SEE TABLE 1 I FSEE WWW.CWS.CC DMENT MN EDGE DIST, PERIMETER SEALANT E 1 SEE TABLE 1 INSIDE�UT SEE TABLE I ANCHOR am PvC SEE T" ' HORZ SLIDER SEALANT BEHIND MW.EMBEDMENT FTJWI3E BY INSTALLER SHIM SEE TABLE 1 IMPACT m o PEEr"RIMETER SEALANT PERIMETER BY INSTALLER ALLER Ii LU By DE AND OUT •{�„, •• INSIDE AND OUT WST ELATION t VJOR•• • •• FSEALANT LANGE BY HIND ER �ET�Id ANCHOR lu m• • ' LANT BEHIND < w • • • • • FIN BY INSTALLER • • • HL7RIZONTALSCCnON C C-CT1 ***see HORIZONTALBON 6 TYPX 1LL W�ANCHORAGE B ••s••• • • • • TYPICAL FlN ANi3fORAGE • s • HEAD AND SILL SIMILAR FOR FIN NSTALLATION W Z W • sees•• • •• sees• •sees• • • p • MAX BH • •• • 11 ••s BEHIND _ 4SHIM U FLANGE BY lKv4 to e S 5 GQf see••• < z • PE61A1ETER SEALANT • • • MIL EMBEDMENT �yTnnu BY WSTALLER ' •0 0114191DE AND 00'AI• es • • 8EE TABLE 1 O4,~P 4 �'T�4 e,015 IV va ••0 09610STRATE BY6FvJW •s• • _�iJ NO 58207 SEE TABLE 1s•ses• �EeT�1�T. *� * �*Z CC A VERTKALSEC710N 90;1 STATE OF ��IltyrLN S TYPICAL SILL ANGHOR WMAIL.r�`' o TABLE 1:APPROVED INSTALLATION FASTENERS 4/1112015 FRAME TWE LUCAS A TURNER P.E. CQNCRETE(20 KSI MR) 18'TTW TAPLX7N 1-11Y 1.1 FL PE#58201 PERIMETER SEALANT 1�JADARA AVE 2• BY 09STALLER NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MIND 3116"ELCO ULTRApON 1• 1• INSIDE AND OUT PFI.9 ORT,FL 34 FLANGE GROUT-FILLED CMU(ASTM C-M) 3118 ELCO UL7AACON 1-114° 2112 �1 HOR¢ONTALSECT[ON ti BOIL FRAME WSTALLATION �T FLANGE 2X MN SOUTHERN PNE(G�.6S� 3118' TAPCON 1�, lf8' HEAD AND 81LL SIMILAR FOR BOX INBTALLAnON OR ELCO ULTRACON INSTALLATION DETAILS RANGE 2X MN SOUTHERN PINE(G-0.66) 410 WOOD SCREW 1-w 7/8 FLANGE RIVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, FLANGE IS GAUGE(0.080')MIN.STEEL STUD 410-18 Hvi KWU(•FLEXOR TTW FULL1 4 EAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: Bw (33 KSI YIELD MIN) TEKS SELF DROLNG SCREW 7HRU 0.080' 7/16' ADE 10!10/13 FLANGE D 1/8 A W M.(8083-T6 M1N)OR S10 GRADE 6 SELF-TAPPM/ FULL THJW MIN.114'FILLET OF CONSTRUC71ON-GRADE ADHESIVE CAULK IS APPLIED a I; 1/8 STEEL(33 KSI MW,) DRILLNG SCREW TiiRL10.125° 7118' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 - B FIN 2X MIN.SOUTHERN PINE Gam. yV�p gEyy PRODUCTANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS ( ') 1-1Mt 112' SHOWN FOR FLANGE WINDOWS. SHEET 1� 50F5 - Miami-Dade County Page 1 of 1 Miami-Dade County Building Product Information for N.O.A. 15-0528.24 NOA 15-0528.24 Superseded_By File Status File Assigned for Technical Review File Classification High velocity hurricane zone Category Doors Subcategory Unknown/Unselected Material Unknown/Unselected Applicant PGT Industries(pc-result detail app.aWanp alias=101544) Expiration—Date null Impact—Rate Unselected/Unknown Maximum_Design_Pressure_Positive 0 Maximum_Design_Pressure_Negative 0 Description Series FDA 01 outswing Aluminum French Door w/Sidelights-Impact Green Sustainable Attributes NONE For a detailed description on the File Status,click the NOA File Status Key. (/building/pc-result key app.asp 1 Page Last Edited:Wed Apr 22,2015 2:06:29 PM 14IAMFGADE .. ... . • . . . .. . .. . . . . ..• . .. ... .. • . . .. . ... . ... . . .. . . •. • . . . . ... . .. . ... . ... . • . . ... . . . . . . . . . . . • • .. .. . . . .. .• ... . • . ... . . http://www.miamidade.gov/building/pc-result_app.asp?fldNOA=15-0528.24&Basic Search=... 7/9/2015 WE;SEE IT THROUGH I t July 2, 2015 Reference: FBC 5th Edition (2014) To whom it may concern: The Florida Building Code 5th Edition (2014) went into effect on Tuesday June 30, 2015. With the new code, comes new requirements and, as always, it will take some time for all of the jurisdictions to get up to speed and determine what areas they'll focus on for enforcement. One requirement of the code is that product approvals and NOAs must be updated to the new code. We have submitted all of our NOA's to Miami-Dade County, however, they have a tremendous backlog due to the flood of updates from the industry. Our Recommendations are: 1) Submit the current NOA. 2) If your jurisdiction will not accept these files, download a copy of the corresponding drawing package and Signed and Sealed letter from the link below and submit the additional documents to your building department. The following files are fully updated and Approved by Miami Dade County to the new code: Series NOA# Series NOA# Series NOA# SGD670 14-0123.11 SGD5470 15-0409.04 HR2710MI 13-1125.03 SGD670HP 15-0106.07 SGD5570/2770 15-0409.02 PW2720 13-1125.04 SGD770 14-0128.11 Mullion 14-1105.01 AW2740 13-1021.12 SGD770HP LG 15-0106.08 FD650 14-1117.04 CA2740 13-1021.11 SGD770HP SM 15-0106.09 FD750 14-1117.05 PW5420 14-0930.24 SGD770W 14-0320.03 DH2760 13-1125.02 PW5520 14-0930.25 FD5455 15-0409.01 FD5555 15-0409.03 These files have been Issued a 6 Day Notice by Miami Dade County on Thursday July 2, 2015 and will be finalized on Wpdnesooay.iufy;6,;201.f'O . .. . . . . ..• • 6 Day 6 ay 6 Day Series Notice Series Notice Series Notice File# ••• • ..4Fi1e# . . File# SH700 15-0519.08 •P 0/8 0• 1 -05 8.2 HR710 15-0519.09 HR610 15-0519.10 ..; %6 •• 1070 Technology Drive N.1enic;ibWAA151:1 ;41.40.W; 1 pgtindustries.com � ... • • • ... • . WE.SEE IT THROUGH t The following files have been updated and Submitted to Miami-Dade County to comply with the Florida Building Code 5th Edition (2014) and have not yet been completed. In the event that customers face issues in certain jurisdictions obtaining permits, we have compiled submittal packages with a Signed and Sealed letter stating that the submitted files have been reviewed and are in compliance with the Florida Building Code 5th Edition (2014) along with the drawing package that has been submitted. We believe that submitting these files with the current NOA will help our dealers through this transition. Files will be received in the order of this list and we will update you as we get these in. Current Submitted Current Submitted Series NOA# File# Series NOA# File# HR810 LG 12-0718.06 14-0320.04 SGD2500 12-0726.03 15-0609.10 HR2710M 11-1114.10 15-0528.23 SH800 LG 11-1222.04 15-0609.02 CA740 12-1218.09 15-0519.13 SH800 SM 11-1222.05 15-0609.03 CA74OF 12-1218.11 15-0519.15 HR810 SM 12-0718.05 15-0609.04 AW740 12-1218.07 15-0519.11 SH600 11-1013.13 15-0519.07 SGD780 12-0516.04 15-0609.12 PW620 13-0502.04 15-0528.27 FD101Impact 12-0516.02 15-0528.24 AW640 12-1218.08 15-0519.12 SS3500 12-1005.01 15-0612.08 CA640 12-1218.10 15-0519.14 SE3550 12-1005.02 15-0612.09 CA64OF 12-1218.12 15-0519.16 SH500 13-1009.05 15-0612.12 SGD680 14-0123.09 15-0609.11 PW520 13-1009.04 15-0612.13 SH3000 LG 12-0726.02 15-0612.11 HR510 11-1114.06 15-0612.14 SH3000 SM 12-0726.01 15-0612.10 SH2O0 11-1013.12 15-0528.22 SGD3030 LG 12-1114.03 15-0612.06 PW220 11-1114.14 15-0609.08 SGD3030 SM 12-1114.04 15-0612.07 HR210 11-1201.04 15-0609.05 PW3020 LM 12-0516.05 15-0609.06 SGD250OW 12-0730.01 15-0609.09 PW3020 SM 12-1114.05 15-0609.07 FD101 Non-Impact 12-0516.03 1 15-0528.25 These packages may be found on our web site at: hqp://www.pgtindustries.coM/product-info/building-codes-information-u dates If you should have any questions or require further clarification, please feel free to contact our office. Sincerely, •• ••• .. • . .. Joseph M. Johnson. •;• •.• .;. ; •.• Code Compliance Manager %•.. • ; •• ; PGT Industries ..: :.. ... • . . . ••• . . 1070 Technology Drive N.VnicV3:27.0: 9:1.4g0.1,60Q pgtindustries.com • •• •• • • • •• .• MM® MIAMI—DADE COUNTY,FLORIDA • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NO'T'ICE OF ACCEPTANCE (NOA) wvnv.miamidade.mVdevelooment/ PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA-- Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"FD-101"Outswing Aluminum French Door w/wo Sidelites—L.M.I. APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets I through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its etLftty'; ; ; .9. ; ; .•- INSPECTION: A copy of this entire.N0 j $;Jl-*bq prclyidec� to the user by the manufacturer or its distributors and shall be available for id?pecNdh afthe jbb Sitd at the request of the Building Official. This NOA revises and renews NOA No. 11-1013.22 and consists of this page 1 and evidence pages F,--I, E-2 and E-3,as well as approval dopapv4-mentiopedpbove. : .- The submitted documentation was rdtyipwcg by fteue V.Qasgdne.P,E. MlAMFDADE COUNTY ••• NOA No. 12-0516.02 • ' �. . ... . Expiration Date: October Approval Date: August 30,2012 Page 1 ... 0 0 00, . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS. 1. Manufacturer's die drawings and sections. 2. Drawing No. 110058-1,titled Series"Alum. French Door& Sidelites, Impact",sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6864, dated 04/02/12,signed and sealed by Marlin D. Brinson,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 20294 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 an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5212,dated 05/05/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 07-0629.10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-2010,prepared by manufacture, dated 10/11A 1, signed and sealed by Lynn Miller, P.E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624-01 issued to E.I. DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No.1.1,U325.(65 issued lo Solutia,Inc. for their"Saflex and Vanceva clear and 41or igje64 ;J'j# 405/05/11,expiring on 05/21/16. *:0 Jaime D.Gascon,P. Soo0:6 . . . . . . .. . . .. . . .0 Product Control Section Supervisor ... . .. . ... . NOA No.12-0516.02 Expiration Date. October 18,2017 Approval Date: August 30,2012 . 2. . . . . . . . . . . . . .• .. ... .... . ... .. ... . . PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and complying with FBC 2010, issued by manufacture,dated 05/14/12,signed and sealed by Lynn Miller, P..E. 2. Statement letter of no financial interest,issued by manufacture,dated 05/14/12, signed and sealed by Lynn Miller,P. E. 3. Laboratory compliance letter for Test Report No. FTL--6864, issued by Fenestration Testing Laboratory, Inc. dated 04/02/12,signed and sealed by Marlin D. Brinson,P.E. 4. Proposal issued by Product Control, dated 02/15/12,signed by Jaime D. Gascon,P. E. 5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda,P. E. (Submitted under previous NOA No. 074629.14) G. OTHERS 1. Notice of Acceptance No. 11--1013.22, issued to PGT Industries, for their Series "FD-101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I:', approved on 11/23/11 and expiring on 10/18/12. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. c .'. ':' .'. •;• ••� Jaime D.Gascon,P. • Product Control Section Supervisor .. . . .. . . . . . • NOA No. 12-0516.02 ... . .. . ... . Expiration Date: October 18,2017 ... . . . . ... . . Approval Date: August 30,2012 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITER PRODUCT RB MED 1.GLAZING OPTIONS: H dus�ivaC lz �� w A.318°LAM[NOM.(.402')CONSISTING OF(1)LITE OF 1!8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM too I2 6/J PLUS(1)LITE OF 3/16°HEAT STRENGTHENED GLASS. 7 B.3/8"LAMI NOM.(.40n CONSISTING OF(1)LITE OF 1!8"HEAT STRENGTHENED GLASS PLUS AN.080 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE can MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. 'i C.7/16"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER Or'DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. D.7/16"LAMI NOM.(.465)CONSISTING OF(1)LITE OF 3/18"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE N MAXIMUM PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS. E.13/16"LAMI IG NOM.(.84(r CONSISTING OF(1)LITE OF 3/16°TEMPERED GLASS,1/4'AIRSPACE,(1)LITE OF 10,HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP V) INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16'HEAT STRENGTHENED GLASS. TOPIC SHEET N 3 GQ 2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. ®A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04. GENERAL NOTES............ 1 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.04. CONFIGURATIONS...........I (�OR p 3.CONFIGURATIONS:X 0,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS...........1 p 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES......2 SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS QF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 LLP J REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 5.SHUTTERS ARE NOV REQUIRED. HORIZ.SEC11ONS........... 5 p o O.S INS If1T IV SCREo,FUME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 O � N LL 9KiEFOR+ENCES: • • • EXTRUSIONS................... 6.7 y (LO taTEST REPORT$F•T� ,5212&8$64;EUCO ULTRACON NOA:11.0408.01,12-0128.x;ANSUAF&PA NDS-20M FOR�YOOD CONSTRUCTION AND ADM-2005 ALUMINUM ANCHORAGE....................8-10 V) r .*DEEM MANU . . . 8.-TIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY (9 tWWo O0 U) URRICANE ZONEw(HVHZ). •9&000 - GLASS ABBREVIATIONSF- 49000FIGURATIONS VIMICH CONTA4NA OWE LITE TO DOOR CONNECTION: AN -ANNEALED Lu O U ,%"F,,LOWEWWftI7PRESSTABLE 1.OR 2.PREVAILS, HS.=HEAT-STRENGTHENEDqq Z • B.iULL LENGTH REINFORCEM (I•I'EY22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOM TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Q Z 13 LLl -IMELN.,SHT�2.%. F€r TO TAgUE2!S7.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. LL' LL :..•.: �3' 93 91 ad N 1 d •••••• •• •••• LOL Z � •• 30 .. 30 -� 30 73 112"GLASS BITE 73 112"GAS BITE 74 1R"GLASS BITE EXTERIOR EXTERIOR EXTERIOR GI 94 1�1 94 1!8"AN.OR3/18'AN.OR 114"AIRSPACE - HS.GLASS HS.GLASS 3116"HS. 3118"HS. 3116"HS. GLASS .090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS 3/16"TP.GLASS— (DUPONT LASS(DUPONT BUTACITE OR (DUPONT BUTACITE OR �� * ^/ SAFLEXIKEEPSAFE SAFLEXJKEEPSAFE .090 PVB INTERLAYER 118"HS.GLASS ...•• ..�•�t$,..••. hw MAXIMUM) MAXIMUM) (DUPONT BUTACITE) 3/8"NOM. 7/18"NOM. 13/16"NOM. = 6'•� GLASS STACK GLASS STACK GLASSz r o Z STACK 3/8" LAMI NOM. 7/16"LAMI NOM. 13/16"LAW IG NOM. GLAZING OPTION A ORB, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E,NOTE 1 �,,�� •......�aF�:� e TABLE 1. DESIGN PRESSURES OR ALL CONFIGURATIONS Q APPROVED CONFIGURATIONS X ,O,OX XO,OXO,XXO,OX(&OXXO NOTES1 nuc rxer� r (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GNa b•�� REINFORCEMENT 13 REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.31W =171-8-A-090 PVB,3/16"HS DOORS WITH GLASS TYPES A,B,C,D ORE NAW4• s) ~ C.711 LAMI(3178"A,.090 PVB,3/16"HS) pads HEIGHT D.7116 LAMI(3116°HS,.080 PVB.3H6"HS) X TH XX WIDTH 68-79 314'r750 !4" 7°-83 3/4" 87 3/4" 91 314" 8°-95 314" ®E.13/1 LAMI IG(3118"TP,1!4'AIRSPACE,1/8"HS,.090 PVB,3/16"HS) 04 3° 371!2' g° 71 3i4" +75.0 -75.0 +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 2.CO BI ED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y O WIDTH SIN E LITES WITH GLASS TYPE A MAX. XO WIDTH = 73 7/2" m U MAX. XO WIDTH=1091/2° lS L- 36 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 • OioXX WIDTH=107 3/a• N o a MAX. XXO WIDTH=143 314" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 +75.0 -75.0 +7d,g -74.9 +70.4 -70.4 +66.6 -86.8 +83.1 -63.1 3.SINGLE,DOORS 33 518'WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 6411W qj O WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE IL � O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. "ROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. WIll 1 C 31%3/4.4+75.01-75.01+75.01-75,01+75.01-75.01+75.01-75. 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-RADE COUNTY. p O k0iBL$2. DE RESS OR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: p APPROVED-r&aww URATIO S:0%XO,OXO,XXO,OXX&OXXO I � � N ••• • • EX.A FROM TABLE 1. g N • Ilrrf LOWEFF DP FbR TH?.DOOR;OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A p u) ••REINFORCEANT IS NOfAWARED AT DOOR&SIDE LITE CONNECTION 3D"WIDE x 80'HIGH SINGLE DOOR WITH 29"SIDE LITES o cS z ••••• • • 6000 DESIGN PRESSURE_+67.61-67.6 PSF UJ = • • • . GLASS TYPES A,B,C,D OR E pf] Z �: sees HEIGHT EX.B FROM TABLE 1. e •• 0 n n n 0 OXXO WITH GLASS TYPE A Q 0_ P X D H XX iAO9 LY 6 -79-3/ " i -83 3/4 87 3/4 913/4 8 _95 314" 68"WIDE x 85'HIGH DOUBLE DOOR WITH 381/2"SIDE LITES r>� N Z lL O 26 IQ. 40 47.3/4" +58.6 •-�8i6� +.5.4 -55.4 +52.4 -52.4 +49.8 -49.8 +a7.d -47.4 DESIGN PRESSURE_+70.41-70.4 PSF � Q N � ••RS 7i/2" .613 314" +54.9 •` v iu51.8 -51.8 +49.0 X39.0 +48.5 -46.5 +44,3 -44.3 EX.C FROM TABLE 2. r� O 1 Q Q �i OXO WITH GLASS TYPE C ••291/2" 55 3W 51.7 152 48.8 48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 314"HIGH SINGLE DOOR WITH 28'SIDE LITES 2 3f T/2" 5°AVID +49.0 -41.0 446.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE_+43.61 43.8 PSF ® r 28 331/2" 5a 6-3W +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. " OXXO WITH GLASS TYPE C �'K 351/2 6731411 +38.1 -38.11+38.111-38.11+38.11-38.1 +37.5 -37.5 +35.6 -35.6 63 314"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES 3° 371/2" 6° 713/4" +34.0 -34.0 +34.0 -34,01+34.01-34.0 +34.0 -34.0 +34.0 -34.0 DESIGN PRESSURE_+43,1 f X33.1 PSF $ o O WIDTH GLASS TYPES A,B.C.D OR E 8.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH o REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE 10 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.01-75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL. SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 `v�i�.•'' O?, r6 a SIDE LITE 2131411 +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 = w $ of d 4 273/411 +52.9 -52.9 +49.9 -49.91+47.2 -47.2 +44.7 -44.7 +42.6 -42.6 _; o z 361/8" +35.2 -35.2 +35.2 -35.21+35.2 -35.2 +35.2 -35.2 +34.4 -34.4 'moo•, p gy ° %�y1yy•.........• 36 3!4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 ,,� * �,� �� 73112"MAX.---- 1091/2'MAX. —1433/4"MAX------- PRODUCTRMWE . 36314" 6314" 3 3 3/4" 363/4 C_36 314° 36 31W as��On FO1d° r-~MAX. MAX. —` SEE NOTE 3�r— MAX. I MAX. —ter--SEE NOTE 3 —"� '—MAX. caft 0 Dais 49 49 41 imn vai a pro uct Ooa�� 49 I i S2 N [] 10 95 3W rrYP.i o c a 10 10 o Er �E E� VIE /E� JE ElE EI� �lEo 1 1 1 �( •• 0 0 X 0 O X AC . X ENACT 0 �_ p C U5 u- ••••• 0 • SEE NO 4 • • • SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE Nj o-OX;OR XQ OXO OXXO 41 W • • • 38 ata^ • 713/a"MAx. MAXx •••••• • •e •• •• U W U ••••• {� •••••• DLO(TYP) 33 6/8"MAX. O x Z `•.:.• I A A B DLO(1 YP.) G Z tq 0 • • ` •• ` p� LL•••••• 95314° aj• ` 49 • `¢`� 49 41 GLL • 1 `• • • i 95 3/4° •i•••• ••• 84VW OLD P,i 10 •) / TYP. / 1 ! MAX DLO x4' (TYP.) DOOR 0 2 0 2 0 DLO HEIGHT :HEIGHT-113W d DLO WIDTH W DOOR WIDTH-1215118" c 7 �P')Dl ►D CI c F[ F DLO WIDTH WC=DOOR WIDTHM-11 5/18" J� X J L X AC . q1NAJ O SIDE LITE DLO HEIGHT=HEIGHT-11 3/8" A ' B .� DLO WIDTH =WIDTH-31V O v. NOTES: X =z o Z 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. N :O 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3.SIDE LITES OVERLAP'X'AND'XX DOORS BY 3/4'WHEN ASSEMBLED TO MAKE'XO','OX,'OXO"XXO','OXO('AND'OXXO'CONFIGURATIONS. y '•• 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET Z). �, d ' �� d 5.CLEAR OPENING FOR W AND 9(X'DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.846) (WC DOOR=DOOR WIDTH/24- .079) R��` �3p f" b e„a> r EXTERIOR INTERIOR tAio� 10 1 2 60 ® S2o 64 AT HEAD/JAMB ` 37 i �_- p � ¢� 65 AT SILLlJAMB CLEAR-COLORED EXTERIOR INTERIOR SEALANT w '� 62 zo w • 63 U as 10 0000.• i 0: 0000.• • • i D Z U • • • • W Y F x 0000.. . .0 MAX MAX MAX9IT E z 0000• �.i.•DII SCC. • DOOR pLO Q (7 y • . • HEIGHT LITE •...• HEIGHT � 0000.• • • LL O a3 N_ r 0000.• � `� � • N 0: LL .... •• • • ® � � ♦• 0 . $ 0 . .. •i...• 0000 • iv da 11$$gg{ 0000nr • SL VIEW G-G s 30 - 61 CORNER ASSEMBLY 40 .489 13 DOOR SECT.A-A SL SECT.B-B =Y2y VERTICAL VERTICAL ��ti �' ,�ryy 0000 . ...•��,. 4 49 r pRoDucrROMM MAX.'XX'WIDTH 8atlduB Florme MD Z O !b cl 0 0 MAX �MAX.� *0 1 M o XX SECT.C-C DL31 cn go 35 36 34 44 HORIZ. 46 45 .;5 32 .. 20 S2W o ---MAX x WIDTH • ••. • rn .Ij O w z � �n :0. .. 0 - i g00 w 6:0 •••• •• • ••.•.• o IT, w • INTERIOR 0 •• Q= •• ••.• W••• • U z• d N QNw_ •••• . •....• 21 •• WSECT. D-D EXTERIOR HORIZ. LL? Ca •...•• •••• . • SPACING,SAME AS • • SL WIDTH 67 JAMB ANCHOR SPACING MAX.SL WIDTH ~ ' (SEE SHEETS 7,8 AND 9) �— —� ri ...... ... � 6n O� SEE TABLES 1 AND 2 ANDDLO I'pM p 22 NOTES ON SHEETS 1&2 = �, 66 62 62 FOR APPLICABILITY J. o fi�i SL SECT. E-E SL SECT. F-F y2. z y!i n HORIZ.(DOOR W/SIDE LITE) HORIZ.(SINGLE SIDE LITE) ;�y�-•. .:off , �'��ulilt% `� ITEM DWG# POT# DESCRIPTION ITEMjQWQ# IPGT# DESCRIPTION 1 9439 60411 FRAME HEAD 60 820D 6920D SIDELffE HEADER n 2 1010 60300 WSTP.,Q-LON.190X.375HIGH 81 921D 6821 SIDELITE BILL ��mmWDg with the arwe 3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 82 13 80361 SI ELITE JAMS Bwta�ac� -Q5(�0.0 / opteacaxo 4 966 7855X FLUSHBOLT 3TRIKEPLATE 83 1156 789PQA #8X 1.000 QUAD PN.SMS 1� 6 7936X 2 PT.LOCK STRIKEPLATE 84 7888 HEAD GASKETS( TOCKING#70988) 6 966 7956A FRAME HEAD STRIKEPLATE BACKING PLATE 86 898 SILL GASKETS S CKMO#70998) 7 7832X12FPXP X.600 PH.FL.MS-S.S.W/SILICONE PATCH 88 q34A 61641M SIDELITE JAMB ADAPTER 8. 995 70986 GASKET(BETWEEN THRESHOLD&FRAME JAMB) 67 #12 X 1.000 SHEET METAL SCREW 9 998 70888 GASKET(BETWEEN HEAD&FRAME ) ® 0 71203X SETT LING BLOCK,3132'X Ile X V WIPSA.86+/ DURO. N p 9D 952A 6533018 FILLER READ ADAPTER 71 71267K 3 TTI 0 BLOCK,111W X 1 X 11 W/PSA,85+/-5 OURO. r 11 11OW 611000M OUTSWING THRESHOLD 72 84222 BEAD,711 ~ 12 1670 871670 WSTP,.350 RD FOAM FILL TSLOT BURY#32011) 73 6968 BEAD,3/8" O d Q 13 11004A 611 M O WING TH SHOLD CHANNEL COVER 74 7B b,13118°10 o d 14 11001A 411001A ACETAL SPACER.065(WHOUSE INJECTION MOLDED) 90 8bURAK14 VV D RASEAL IO SPACER 16 11002A 411002A ACETAL SP.CE .086 LWHOUSE INJECTION MOLD D) 81 46 BULB, I SED INE UDED EA ) N 11!8 16 11003A 41100M ACETAL SPACER.140 UNHOUSE INJECTION MOLDED) 82 AD,I RK)R 20 915D 80360 FRAME JAMB(OUTSWING) ® 83I 47 BULB,THICK USED X[RUDE S ,—06+1-1 URO. J 1010 60300 $ .,Q-LON.180 .375 GH 94. I E'; ORM F o M RE E E 1.000 X 2.750 X 8081-T5 1-1/ A,. 1 • • 23 U • 11!PSAK3 X 1. A S 983/8" 1.1 HS,.80 ,311 HS � LL 0 ••••: 24 1 71 • B SCREW OVER CAP 977H MI. lW A,.90 PV 1 HS a It m 25 000 41721 KE LATE INSERT 98ll LAMI• 1 80 V 3116-HS 2r Qt� • :*so* 26 1 1 71 FA 010 X.750 PH.FL. MS ® 3/18°LAMI IG-3118°TP,1/4°AIRSPACE,i/6"HS,.90 ,3l16"HS Z O m • 27 7070 W67WEAlHERSTRIP.187E TRIP.1 X. H 103 F- HELF L L• 30 1011.• L P&BO MRAIL31• pp Z 32 917 USIO 33 7 •• 825 H FL SMS 04 ..1LLo34 11"A • CLAMP � 380 aN35 113D THREADED ROD 055—►i1+-� Q N ~ 36 7880 •• 1 18 FLANGED HEX NUT a.p •••••• 37 94A 80379M R87MP CHANNEL O OUTSWING THRESHOLD • • 38 7834F• • X.76 PH.FL.TEK 3 CHANNEL COVER •i•••• 39 We•• 70997 • SKET(BETWEEN PANEL HEAD/ ILL&PANEL STILES 8063-T6 + 40 (} •• 67924G WSTP.,.187 X.250 HIGH,FINSEAL , 4 41 L ABBY.( 42 1145 7OX12FPAW X. H FL S TYPE ODS 43 1212 BILL DUST PLUG CTIVE NL) d $ 1 B am PANEL ASTRAGAL 1(OUTS45 WING) 46 18213 6Q200K WSTP,Q-LON 180 X 200 HIGHB am DOOR PANEL ASTRAGAL 2 ) 47 929 74UBLOK LOCK SUPPORT A33Y. 49707&49708 —� 48 1138 7634F #6X.760 PH.FL SMS 49 982 FD2PTAY 2 PT.LOCK ASSY. 50 OR18OFS RUBBER SLEEVE ,850--►I17- A , � S u s A':.14 61 930 41721 STRIKE PL SRT(INACTIVE PANEL) 125 _- ,z o' Q_ 0. ;.7- 52 931 7F SPX DEADBOLT TR1KE PLATE 22 TUBE 6W3-T6 _i a d a m 4. 63 1118 710X34PFA #10X.750 PH FL.SMS J.,u 54 967 70957X HANDLE STRIKE PLATE 7y''.5 z :•(/� ° '/-v ti J 55 1118 710X34PFA #10X.750 PH FL.SMS '.,�y,�''••.......• An � d 1.750 1.750 -1.750 � �1.750- FRODUCrweD OSwift I � O � 1.480 .050 1.620 �t�� S� .250-►I F� � 4.426 4.726 4.726 4'7� 37 STRIP CHANNEL .062-- 3.000 .060 8083-T5 � N 0 4.000 �2 4.100 062 4.100 .082 4.675 V7 F 4.675 0.376 � U 4.100 1 L�lO20 DOOR FRAME, 2.126 .125 W 9 o JAMB (- DOOR PANEL DOOR PANEL 8083 T8 W OSTC $"'OTTOM RAIL 31 SIDE RAIL DOOR dANEL DOOR PANEL O :000*: • •8063-56 • •• 6063-T6 O INTERIOR ASTRAGAL �rj EXTERIORASTRAGAL 32 HINGE ti to LL •••••0 • • • 8063-T5 6063-T6 6063-T5 *a O • • •••• i • 0 1.600 1.578 It n •••••• 3' 3.111•- i .1251 1 F.525 • •1 1_ • •••• .750 883 .050 .050 • -114 •••••,x400 0000 0000 .� -T 0000• 0000 •• T T 060 �{ r-.172 ® p Z Z • • Z ••••• • 000* TRUSS CLAMP 3V GLAZING BEAD 7118"GLAZING BEAD 3.000 .683 Ab0 O �- �•ii�LER HEAD 0 0 0 O 608&75 73 6063-TS 72 8063.75 N t/1 O •••• • 6063-76 3100 OR O 0000•• �- -� 0.000• •• 3.000 • •• -� 1.092 N • • • IG GLAZING BEAD U Q • • ••• • • • • • 1.4i7 SL JAMB 74 8083-T5 •000•• •0•• 62 8063-T6 1.272 0•• • v 1 1.479 5.459 .075 5.212 O .050" �d � 4 FRAME HEAD 6.085 .075 c2 6063-T8 j 4.588 1 0 - l- 2.980 050 - .750 .060 ...... .... .079 1.489 6 -V: o S �:4_ .489 �I 3.1000 (wo:Z= q r 3.000 SLJAMB OUTSWING THRESHOLD SL HEADER SL SILL BG ADAPTER 7 z ° 11 8083.T8 60 6083-T8 61 8083-T8 6063-TB y�o' 74y� d HEAD HEAD HEAD HEAD HEAD HEAD t--ZONE C" f-ZONE-D`---f--ZONE"D°—i �—ZONE'E' ZONE°17--tZONE'E"1 pxonucrexNawro 85-no' mu,�MAU Mpraedwt Codem x=MINIMUM JAMB ANCHOR LOCATION. Daft 7 o X o o XX o $ O o XO OR OX a -=ADDITIONAL JAMB N o N N gN N N N N ANCHOR LOCATION, to EQUALLY SPACED AS F- REQUIRED PER TABLES Q 3-7 ON SHEET 9. O c r c6 $O J 91LL s s I SILL �_ SILL -4 � SILL —4 SILL SILL 4 0 p _o lb\ —•f • •• ZONE°D° ZONED° ® ZONE°E° ZONE°D" ZONE°E' U z y LL •• SEE TABLE 3. SHT.9 900 SEE TABLE 4.,SHT.8 SEE TABLE 6.,SHT.9 SEE TABLE 6.,SHT.8 • H s•?IM HEAD HEAD HEAD HEAD O s(i O •i• E�ZONE'F�Z� �i �ZONE"D'�ZONHEM HED'F'�?E"E-} �7 E E ZONED"F'�ZONED°F°�ZONE� EXAMPLE Z y ••• •• ••• I E° ANCHORAGE SOLUTION o_ w • FOR A CONCRETE " a J z •• •• "" '••' OXXO INSTALLATION s. • •i• •i •s••s A.19"x 83 314°SIDE LITES°B"AND Oj N O LL s i4••s < 'E°ZONE ANCHORS FROM ow 0s w w w w w TABLE 7,SHEET 9. c N 0 IL •p••• :•O�XO Goes" N .J�/�O OR OXX p N OXXO N • sss • •f�� R m N PLUS; � 0 • • m • sss s••s • B.713(4"x833(4°XX DOOR ZONE • •••• °F ANCHORS FROM TABLE 4, o iv SHEET 9,EACH°P'ZONE. r SEE ENCIRCLED VALUES,SHEET 9 � SOLUTION: d so *41 TOTALS(4)TYPE 1 OR 2 ANCHORS c 3 SILL SILL SILL ILL ILL EACH JAMB AND 2+6+6+2-(14) SILL SILL SILL SILL � SILL a ZONE ZONE ZONE ZONE ZONE TYPE 1 OR 2 ANCHORS AT HEAD ZONE'F' ZONED" ZONE'F° ZONE'F" ZONE"F° SEE TABLE 7.,SHT.8 °� SEE TABLE 7.,SHT.9 °E° SEE TABLE 7,SHT.9 "E" AND AT SILL. ``��* EXAMPLE OF ANCHORAGE FOR A 71 314°x 83 3/4.700 DOOR, s=ANCHOR LOCATION FOR .` Q�,:....... WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE ��`� eY`•,'L�y W NOTES: �, :� 1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.114"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS = 'w � 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3'MIN.O.C.FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. =Y zQ- JAMBS(ALL):131/4"MAX.FROM CORNERS AND 231/8"MAX.O.C. HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9°MAX.FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C. : d .•'g— ......... ` 3.TO DETERMINE ANCHOR QTUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. 'i'� *' i ... P TABLE 3.X DOORS /moo TABLE 4.XX DOORS ® TABLE 6.0 SIDE LITE Q TABLE 6.XO&OX ® TABLE 7.OXO,XXO,OXX APPROVED ANCHOR TYPES. (ALSO X DOOR OF XO&OX) &OXXO ® v4"ELCO TAPCONS PHODUCCBBNBWIO GLASS TYPES A, ,C,D,E GLASS TYPES A,B,C.D,E GLASS TYPES A,B.C,D.E GLASS TYPES A.8,G D,E GLASS TYPES A.B,C,D,E wemn*ba *h``ppeic Flmis ANCHOR TYPE 2,3,WOO 1,2,CONC VAdIng Cc" ANCHOR TYPE 3 WOOD 1,2,CONC ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/$"ELCO SS4 CRETE-FLEX A °C°MO F4� � &SUBSTRATE &SUBSTRATE Z &SUBSTRATE Z3.WOOD 1.2,CONIC g 3U83TRATE Z3,WOOD 1.2,C.ONC &SUBSTRATE 2,3,WOOD 12,CONC ' MASONRY ANCHORS + DOOR WIDTHS LOADZONESW DOOR WIDTHS LOAD ZONES No LOADZONES POOR WOTHS LOAD20NES DOOR WIDTHS LOAD ZONES 3.#12 SCREWS(GS) M� D � X' oft da " -25.50 "XX"-47.75 w 'O"-10.75 X'-26. ' -25.50 pm TO 37.50 TO 71.75TO 38.76 TO 37.5 TO 37. k .'a ;2 .e ti,; 4.ENCIRCLED ANCHOR 0 W I"•47.7 � � � OUANTITIES IN TABLES 4 fV 70 71.76 a m m ^aF aAND 7 PERTAIN TO THE f m d m m �d 2d' m m d m m d m EXAMPLE ANCHORAGE C4 3 g SIDE g f SmE g SOLUTION ON SHEET B. LITE 0 LITE8 WIDTH x Hr, x x 3 x x K 3 WIDTH x HT. 0 3f a WIDTH x HT. O O O O WIDTH x Hr. 0 0 X x O O , x WIDTH x HT. 0 0 x 0 0 # 26.50 x 79.75 5 2 7 4121 3 47.76 x 78.76 4 3 6 4 2 1 3 10.75 x 79.76 4 1 4 1 10.76 x 79.76'4 2 4 2 LIS 10.75 x 78.7 4 2 4 2 O 83.76 5 2 7 4 2 3 83.75 6 4 7 4 2 3 83.76 4 1 4 1 83.76 4 2 4 2 83.7 4 2 4 2 W O 87.75 5 2 7 4 2 3 67.7 6 4 7 4 2 3 87.76 4 1 4 1 87.7 4 2 4 2 K 87.7 4 2 4 2 w w E P 91.76 6 2 7 4 2 3 91,76 6 4 7 4 2 3 91.75 4 1 4 1 91.76 4 2 4 2 91. 4 2 7-2 Z Lu 76 8 Q 7 2 3 95.7 6 4 7 4 2 3 95.76 4 1 4 1 95.7 4 2 4 2 p� 96. 4 2 4 2 p N Q }� �Og1 27.60 x 7 5 A 2 3 61.70 It 79.76 6 4 7 4 2 3 1276 z 78,76 4 2 4 2 12.76 x79.7 4 2 up, 4 2 2 12.76 x79.7 4 2 4 2 p fnLL 0 0 0 0$d.7 6 2 7 4 2 3 •• 13.76 6 4 7 4 2 3 83.76 4 2 4 2 83.7 4 2 d 4 2 83. 4 2 4 2 •� O 87.7 6 ! 7 , 2 3 r�.T6 b 4 7 4 2 3 87.76 4 2 4 2 87.76 4 2 m 4 2 m 67.7 4 2 6 4 2 W •••• 1.76 8 2 7 4 2 6 to 91.75 b 4 7 4 2 3 91.75 4 2 4 2 89.7 4 2 r[ a i • • ••• H 4 2 H 91.7 4 2 �j 4 2 V, 0 (n • 96.7 8 2 1 4 2 6 95.76 8 4 7 4 3 5 95.75 4 2 4 2 98.75 4 2 � 4 2 � 95.7 4 2 inL 4 2 28.1(53178. 6 1 8 2 3 bg.116 .75 b 4 7 4 2 3 19.00 x 79.76 4 2 4 2 19.00 x79.7 4 3 a 4 2 LL 19.00 x 78.7 4 3 a a w = •••gV.76 6 2 9 4 2 3 •••*IS 76 6 4 7 4 2 3 83.75 4 2 4 2 83.76 4 3 4 2 •� 83.7 4 3 � � Z •• X7 8 2 8 4112 6 ••••87,76 5 4 7 4 2 3 $7.75 4 2 4 2 87.7 4 3 4 2 67.7 4 3 p 4 2 p LLI 91.7 8 ! a A 2 6 ••••9 .75 8 4 7 4 3 5 91.75 4 2 4 2 81.7 4 3 4 2 81.7 4 3 4 2 fY N LCL •••A.7 8 2 8 4 2 5 .7 8 4 8 4 3 b 85.75 4 2 4 2 95,7 4 3 4 2 96.75 4 3 4 2 p_ C = g 1.60 x'19.7 6 2 4 2 3 59.15 x 79.7 t65 8 4 2 3 21.76 x 79.76 4 2 4 2 21.75x79. 4 3 4 2 0 21.75 x 79.7 4 3 � 4 2 � � Q N U � � s•••• ❑ ••••65.75 8 2.8 4 2 5 8 .75 8 4 2 3 83.76 4 2 4 2 831.76 4 3 4 2 ug 83.76 4 3 IQ 4 2 g • 67.7 8 21 8 4 5 •••8.78 8 4 3 6 87. 4 2 4 2 87.75 4 3 w 4 2 w 87.76 4 3 -4 4 2 -4q� •••• 75 B 2 •4 4 2 5 • 90.7 6 4 3 5 91.76 5 2 4 2 91.76 5 3 4 2 91.75 5 3 p 4 2 p g 85.7 7 1 •2 5 85.7 8 4 3 5 95.75 b 2 4 2 86.75 5 3 4 2 85.76 5 3 "i 4 33.60 79.75 8 3 8 3 3 63.75 x 79.7 5 6 8 4 2 3 27.75 x 79.75 6 2 4 2 27.75 x 79.75 5 3 4 2 y 27.75 x 79.76 5 3 ; 4 2 A 8 3 8 4 3 5 83.7 6 5 8 4 3 5 83.75 6 2 4 2 83.7 5 3 z 4 2 83.76 6 3 F 4 2 f to- 87.75 6 3 8 7-31 5 87.75 6 5 8 4 3 5 87.75 6 2 4 2 87.76 S 3 C 4 2 < 87.75 6 3 4 2 20 91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91. 6 2 4 2 91.7 6 9 `4 4 3 91.76 8 3 4 3 d d 96,76 7 3 10 4 31 6 95.75 7 6 10 4 3 5 96.76 6 2 4 2 1 95.75 8 3 4 3 96.76 8 3 4 3 1 92!6 35.50 x 79.75 8 3 8 4 3 6 67.75 x 79.76 8 5 8 4 3 6 36.13 x 79.76 8 3 4 3 38.13 x 79.75 6 4 t' 4 3 ►' 38.13 x 79.76 8 4 4 3 83.75 8 3 8 4 3 5 83.76 8 5 8 4 3 5 83.75 6 3 4 3 83.7 8 4 p 4 3 83.7 8 4 3 $7.76 8 3 8 4 3 5 87.75 8 b 8 4 3 5 87.75 7 3 4 3 87,7 7 5 4 3 u� 87.7 7 6 4 3 91.75 7 3 10 4 3 6 91.76 7 8 10 4 3 5 91.75 7 3 4 3 91.76 7 b 4 3 p 91.7 7 5 w 4 3 Fr ��` ............. . 85.75 7 3 10 4 3 6 96.75 7 8 10 4 9 5 95.75 7 3 4 3 95.7 7 5 4 3 yV 95,7 7 6 4 3 e ; n 187.75 8 3 8 4 3 6 71.75 x 79.75AA 6 5 8 4 3 5 38.75 x 79.75 8 3 4 3 38.75x79.7 8 4 4 3 Q 36.75 x 79.7 6 4 4 3 zQ _ c :Lu 6 3 8 4 3 5 83.76 6 6 9 4 3 5 83.76 8 3 4 3 83.7 8 4 m 4 3 aD 83.7 8 4 w 4 3 w - '" r SO 7 3 10 4 3 6 87.76 6 6 9 4 3 5 87.76 7 3 4 3 87.7 7 5 1 4 3 87.7 7 6 4 3 _ :�3 N 4; `7 3 10 4 3 6 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.7 7 5 4 3 H 91.7 T 5 4 37 3 10 4 3 5 95.7 7 6 10 4 3 5 96.76 7 3 4 3 96.7 7 5 4 3 85.7 7 5 4 3 �i�OS� ...........'��`� d ��IIIIIII++`` Florida.Building Code Online Page I of 2 r &DepnM I# ECIS IAcme 1 Lco In llsrs Re9MrdUm Hat Tapirs suErTa suMrarge stall&FKw Busines - A°"'°"0' Public nal Regulation >Pmd v*or noil®Unn eoa.rn>AulgicalAln >Application Data FIL# Fu1103-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived El Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss®cws.cc Technical Representative Erin Koss Address/Phone/Emali 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss0cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ilathrop@cw&cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or 41 Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE R Validation Checklist-Hardcopy Received Certificate of Independence FL11103 82 CGI EvalReo CWS-2988(SGD-8900 IMP)odf •• ••• • • • • • •• Referenced SWndard•Vd Yeajtof j;&$d4d); �.; bli11M&W rear • • • • • • • • •• ••• •• • • • A"AWWMAICSA 101/I.5.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 • 0:0 • 0:0 •• ASTM E1996-02 2002 • : • •• •: : TTS?01�2WV203 1994 •• • • • • • ••• • •• • Equivalence of Product Standards ••• • Certified By ... . . . . ... . . . . . . . . . . . . http://www.floridabuilding.orglpVrr app tit?asox9oAr&h--wGEVXQwtDgttaGsIp3 GvutO... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 surnlinary of products RL 0 Model,Number or Name Destriptlon 11103.1 SGD-8900 PVC Sliding Glass Door. SGD 6900 PVC Sliding Glass Door. Limits of Use installatlon Instruetions Approved for use In HVHZ:Yes FL11103 R2 II CWS-2988 tSGD-8900.IMP).odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Otisera Large Missile,DP-+/-60 psf,Max.panel size 4'x FL11103 R7 AE DuPont SGP NOA 11-0624 02.Ddf 8'.Conflg.Include OXXO,OXO,OX,XO.Glass compiles to FL11103 R2 AE EvalReo CWS-298B(SGD-8900.IMP)ndf ASTM E130D-04. FL11103 R2 AE Q van x(Mlkron)NOA 12-1017 02.odf Created by Independent Third Party:Yes each N® Contact us::1940 North _amen Street.Tallahe FL 32399 Phone:850.497-1824 The State of Florida is an A&,EED em*pr.Copyright 2007-2013 State of Rodda.:: Under Florida mw,emall addresses ate puldic records.U you do not want your e-mll address released In response to a public-records request do not send electronic m8to this entity.Irmthad,cordaet the office by phone or Ey tradttbom mag.If you hawe any questions,please cornea 650.497.1395.•Purmmnt to Section 455275(1),Florida Statutes,efreetive Odaber 1.2012,Warsaw licensed under Chapter 455,F.S.must provide the Department with an eroali address if they have one.The¢malls prodded may be used for offklal commladeallon with the Ikcrm%L However emall address are public record.If you do not wish to supply a personal address,please provide the Deparis,ant with an emall address which can be made available to the public To dellermbm if you am a 6cemw under Chapter 455,F.S.,please didthZIL, Product Approval Adwpta: 99 M se !H Te *%, mum •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • •• • • •• • • • • • ••• • •• • ••• • ••• • • • • ••• • • http://www.floridabuilding.org r/pt��tpp'dtl.a49xVai'fin=WGEVXQwtDgttaCrslp3GvutO... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 298B April 18,2015 Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44"Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61020-3.005 (4). This product complies with the requirements of the 5"h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-298B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3506-1 and-lA,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J. Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/1.S.2/A440-2005,and ASTM E 1886/1996 2002 4) Supplemental Calcs.to support CWS-298B,signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-298B. Limitations of Use: This product: • May be used in up to 48 7/8"x 93 1/2"panel sizes(96"max.door height),with glass types and max. glass daylight sizes as shown in CWS-298B • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas(SGP)Interlayer per Miami-Dade NOA#11-0624.02' • Requires Quanex(Mikron)white rigid PVC extrusions per NOA#12-1017.02' 'I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5u'Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in an7 other entity involy ed in the testing or approval process of this product. • ��s+��ar� •• •� ••i i i i•i •• `` � ORI= UN* 00 z No 58261 '..'P ••• ••• ••• ••• - :.'. :*w 4/18/2015 ••• • • ••• • • x'03• • •¢. Lucas A. Turner,P.E. vr. FL PE#58201 U e0ie•�eee • ; ' .%- 'ONA s� 20 5-04-20 12:28-04:00 ... . . . . • . • • . • . .. .. . . • •• .• ... . . . ... . . GENERALMIM SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENT EDITION AND SY5TEM5 IS RATED FOR IMPACT USE IN ININD ZONE 4 AND HIGH VELOCITY ISM SW 44TH AVE. 191 1ig HURRICANE ZONE(FMM AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. � 3R' 3"74 48 7tg" km UNIT WIDTH 2 GLAZING DETAIL(SEE SHEET 2) MAX PANEL WIDTH A 3 APPROVED Q0NF1QURATIONS:'0)0(O','OXO",'CO'.`OX• 5900 PVC 413/4, 4.DESIGN PRESSURES: SLIDING GLASS GLASS -NEGATIVE DESIGN LOADS BASED ON TESTEb PRESSURE AND GLASS DOOR-IMPACT I TABLES AME-1800.04.E-1O-04. MAX -DW -- - - POSmVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER • "GHT INFILTRATION TEST PRESSURE,AND GLASS TAMES ASTM E-1300-04. ut N • • • t331l2- O X X O 6.ANCHORAGE:THE 33 I&A STRESS INCREASE HAS NOT BEEN USED IN THE • • 800 •• • 61! t( •• ••• MAX DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL p • • •PANEL e DLO• B WIND LOAD DURATION FACTOR Cd-1.S WAS USED FOR WOOD ANCHOR •••�••HEIGHT CALCULATIONS. Y W • • • I 8 S.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT to • • ••• • 4 RC-0UIRED. '� � 5� O s• ••• • •• • g ' �i • • • • --- 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY • ••• •• A WELDED. N .B •• ••• • •••• Atr •••••• • • e S.BERMS/MODEL DESIGNATION:SGD4900. a a 97• • • • •••• 9.THE DESIGNATION X AND O STAND FOR THE FOlONING: • ••: •i 4013/1 r MAX UNIT WIDTH X-OPERABLE SASH,O-FM SASH. W .MAx Iumr WIDTH� 0 •• ••• •• •a•••• 48 48 718' WI SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. • • MAX MAX • •P"EL WIDTFP •• PANEL WIDTH m < Z _ 1 t RNAL WEEP SLOT=1/a x 1•LOCATED a•FROM BOTH ENDS. •• •� di 314' 41314'- a 1314' `o�`��NDREW ieyy, I Tumor �� NO bE201 U G U7.1HT HG a :•a' •as D O O E 201&04-20 9� STATE OF e�+u PANEL OLO PANEL 1 ( r�t~'�♦ ® X E 12:30-04:00 •c••.� w•' �j 0 1 HEIGHT GHT GLAS3 9�,4P'8�NA�fip``• DLO y 1 1"1 C C y L L 413/2016 LUCAS A.TURNER,P.E. FL PE#582201 1 M9 JABARA AVE. NORTH PORT,FL 34266 PH.941-380-IS74 sHEEro •c GENERAL NOTES AND TABLE OF CONTMIM MAX. PANEL DESIGN PRESSURE ELEVATIONS MAX. UNIT SIZE SIZE RATING IMPACT RATINGIGRAWN DATE �iENERAI.NDTEB&®.EYATttJNS 1SEMN Vfws porn&GL.AZING DETan • Q<NIFIG. XO 96"x 96" +/-60 PSF LARGE MISSILE IMPACT FDE 08/03108 SECT1oNVIBWBoxomx0_�3 - ExT NS&EL0M ,d4OXO 145-13/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 B ANCHOIMAL,m AM N WT � OXXO 191-1/8"x 96" +/-60 PSF LARGE MISSILE IMPACT SHEET 1133.33 1 OF 6 r w1mowmirWa 1 7 1 1800 SW 44TH AVE. OCALA,FLORIDA 34474 QiRiiiffi NNVW.CWS.CC 89W PVC SLIDING GLASS e DOOR-IMPACT • • tq N_ • 1� _a W •• Y • • •IiI • 1 •• • • E 2 8 1 U � •il�••• • •• •• •• SECTION B-B • • • ••• 1 • •••• 1'OVERALL • • 3/18'TEMPERED • ••: �� rr ••••• &V AIRSPACE F •• ••• 2 •• rr�' S •• �(q� 716"LAMINATEDGLASS • • • i• I I • ••• 3116'ANNEALED GLASS m Q 009000 • po • Il � • 000. • .090 SENTRY GLASS IMMM-ST INTERLAYER �a>ND •• � i 3H8'ANNEALED GLASS PA L 1 PAIR OF ANCHORS AT EACH CLIP. SEE SHT S FOR SPACING s v: No -RMI %' s .0 12 3 .9% STATE t1f F�4Rt PURFECT GLAZE 1 SKAFLEX 552 nNiryiH•"��,, 13/18"GLASS SITE yz 41=15 �n Tnl 1 SECTION GC LUCAS A.TURNER,P.E. J 1 FIXED PANEL ATTACHMENT FL PE 9 88201 r r i E I 4 NO ��FL V3 TSB 1 NOTE: 4 PH.941- 1574 - I 1 INSTALLATION WITH NO SILL RISER ALLOWED ONLY W FIEF Xft WATER INFILTRATION RESISTANCE LS MTREQUMM. » � 1 SECTION VIEWS-OXXO r1ir 1 AND GLAZING DETAIL DRAWN BY: DATM- 1 ADE OEV03M 3 1 uwG t. 1:1.33 CWS-2981=17- B SHEET 11.83 2 OF 8 WLOiW IWO6W 44TH AVE OMLA,FLORIDA 34174 W W W.CWS.= ' to 8900 PVC SLIDING GLASS DOOR-IMPACT • •• 8 N N 00`00• • ��q 0000•• • • I 1 p z ••• ••• • •• •• •• Z • ••• 0000 t •••••• Z e 7 8 t a c to • • • ••• • 0000 o:000:• • • SECTION D-D a� •• 0•i • • • 0000•• • � u°3 •• ••• •• 0000•• � o • ••• • •• mdo • • • • z •• 9e• 0090 • • Ne 56201 E P STATE OF i4/e 4/3/2015 LUCAS A.TURNER,P.E. FL PE#5M 1239 JABARA AVE. NORTH PORT,FL 34288 PH,941-380-1574 SECTION E-E SECTION VIEWS-OXO AND XO/OX MAWN BY: NOTES; ADE 08/03/08 I.ITEMS NOT SHOWN FOR CLARITY:10,26-32 -* 2 VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B SHEET 1x•63 30 B i 4 PARTS UST S 15mr— FRAME CONSTRUCTION ITEMJANO DESCRIPTION VFI100R OITAT'EF9AL _ 1 2 FRAME, M 2 40 THREE R, SGD MKRON PVC 1 Yr7S7BTQIS 3 22 BL FDD,SOD ALUM 113DD SW 44TH AVE. 4 59 PANELTOPBOTIOM MD+ N 1718° 11 211n8• 5 58 PANEL SIDE RAO.$00 N PVC ❑® � tB' ice- FLORIDAC34474 6 PANEL,NTE FDD:D MKRON PVC 7 60 PANEL,N1E OPERABLE MKRON PVC PVC 8 1 NTERLOCK, M PVC PVC OUTER FRAME-6042 REINF.-1993 e 43 A N PVc SLIDING GLASS 10 2 T � SULLIVAN TESL ,778' FRAME CORNERS N 42 EAM SEALS -6604 Sth0•E ,7�'"—`I ,7 SCREWED TOGETHER DOOR-IMPACT 12 99 SET.B 85 DUI 118' 7 X2 K LINE 1:10 13S 552 OR P LA- __ SKAJHENKEL 4 8 m a 14 .,•9.270 X.187,BACK FNSEAL TRAFAB 7 & VENT CONSTRUCTION _ • 18• y X�4.OUADvj FASTENAL 8dC 7 E70iE TENAL 2NC 38n8" 3liH8° 3x18'17 e►Immi PwuQ 1t2'HOLE M&M NYL tom, •• •1♦S P-3767 0 X 1 X W 7E FASTS ZNC • 19 P 97M LQpC&HANDLE kT'"Qk D AMESBTIRV 3 tJ8' • 20 P-3792 314'KEEPER AME WRY SS Ire° •• P •• •2i• Pd138 @PAR HFAM"W 6 FA8TENAL STEELPVC PNL INTERLOCK-8080 PVC PNL LOCKSTILE-em PVC PNL INTERLOCK-8033 S•1778 RENF EMENi, PANEL KEYMARK ALUM VENTS FULLY WELDED • 2 H-lN% ALUM.,VANEL ALUM 1:10 • 23• P-4285 WINED PANEL CLIP 0 0 6 W KE ALUM _ • S-1597 ICQVER F0EDTW6W, AI U1W •27 6-1930� S1 PANELTRACKE �T1M SGD,SOl KEYM ALUM IPP 2• I+-21ne' tu,e• o •• L WoKEYMARK ALUM • 20 S-1H BILL.P4.UMffWV KEYMARK ALUM • 30 S-6007 G 1 A',tBGD• N PVC I Z •• •3 • 1 CREEK, MKRON PVC 2 13118° P""t11QRE(I� 32 96048 WELD,$ MKRON 33118' ,ne' 31178' 28B' 116/78' � p�?.•'�O�ENB'�.V.p,�"�ly 33 E EE SHEET ,Js ,118 .� y F'.,y 34 H$044 SCREEN CHANNEL MKFK)N 1t8• ttt8' �� Ide 58201 ��'71 jl 35 58045 EEN ADAPTOR M PVC 36 X278 STP.,0.2•X 1.2W DUST U TRAFAB 37 &1784 THRESHOLD ER KEYMA ALUM rC9 4 STAT$ OR $ i P-4388 11VSTP.,t•X7.t'XO.T PLWG ULTRAFAB PVC INTERLOCK�IAPn X81 F00=D PNL CLIP-4298 FIXED PNL COVER-1587 RENF.•1775 HIGHRISE•1737 OS,� d ��ttt0 39 P3302 7P.,0.330° 0.187°BACK FN ULTRA 40 P-4479 W EPHOLE COVE SULLIVAN PVC 2 U8' 314• 2• y��n 1p� 1 �� 1 IL Ins f� t Slug• 4!312015 B srr tna ROLLER TRACK-1930 I I/Ir __ LUCAS A.PE��R,P.E. PVC SCREEN ADAPTOR-6045 SILL THRESH COVER-1784 L 1239 JABARA AVE. PVC WELD SUPPORT'-8046 NORTH PORT,FL 34288 718' 1hs 2111s PH.941-380-1574 51n8"Cep C�� 43fB' 2w1s IIB' Ins SUM . 2 !a t t 3 SOM AND EXTRUSIONS 118' 1n 6^ 1 118° DATE: vts PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-8040 FD(ED PNL SUPPORT-1722 1nB° ADE X08 PVC SCREEN TRACK-Boo Dwe r. .; o PVC GLAZINBEAD-8037 CWS-298 B PVC ASTRAGAL-8043 REtNF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 8083-TB UNLESS OTHERWISE SPECIFIED. SHEET 1:2 40F8 - t � rlr O.C. 1 a f W1��91 TEEMS IL"r!J 1NO BW 44TH AVE OCALA,FLORIDA 34474 —— W W W.OWS,CC 8"MAX—FF-1 (TYP) Ir MAX O.C. I�PVC ( SUDING GLASS DOOR-IMPACT • •• I � N • I BB2DH Z;A aNDFroR LAYour �*� ,r i*_ gyp" STATE OF F+L� 1.INSTALL TWO ANCHORS AT EACH LOCATION.SILL ANCHOR SPACING SAME AS HEAD. w 2.SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHINS. MAX ALLOWABLE SHIM STACK TO BE 1W. USE SHIMS WHERE SPACE GREATER THAN 1l1S"18 PRESENT. LOAD BEARNG SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. �++�gas 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFU=-D IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. rlZ— 4.ALL INSTALLATION ANCHORSMUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING-DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE 4=15 PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,P.E. FL PE#88201 r,INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTUREFTB INSTALLATION NSTRLICTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE, SPECIFIED IN TABLE 1,SHEET S. NORTH PORT,FL 34280 PH.841-380-1514 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALT.BE BEYOND WALL DRESSING OR STUCCO.FOR CONCFETE7CMU OPENINGS,EMBEDMENT SHALT.BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE- INSTALLATIONS T TO SOLID CONCRETE OR GROUT-FlLLED CMU MAY INCLUDE BUT DO NOT REOUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX SLICKS ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:Z'FOR MASONRY,t"FOR WOOD AND METAL NOTES DA S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH RECU[REMENTS AS SHOWN IN TABLE 1,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. •, A 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE FENCE DOCUMENTS: CW135-298 B MWAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS),FMAAWDMA 250(BOX WINDO MS),FMAlAAMAAVDMA 300(EXTERIOR DOORS} SHEET 1:20 5 OF 8 TYPICAL HEAD ANCHORAGE 27/ir MMI. MN.EDGE DIST. 114°MAX 9FHtlN SEE TABLE 1CK(4 INTER�R MR EMBEDMENT 1800 SW 44TH AVE SEE TABLE 1 OCALA,FLORIDA 34474 MIN.EMBEDMENT WWW.CWS.CC SUBSTRATE BY OTHERS MR TABLE 1 SEE TABLE t SEE $900 PVC PERIMETER SEALANT i/a. SLIDING GLASS IN IDEANDOOCTALLEyAn DOOR-IMPACT INSIDE AND OUT U� f7M6'MW. • •• � N • • • :• •%rALLATION ANC-- SEE NC • • 9JTEAIOR S '1 Q SEE TABLE t•••••• S i3 C 000 MR EDGE DIST. • • ••• •• SEALANT BETWEEN SEE TABLE t m FRAME to • SILL •• 000 • •• •• • BY P49TAL.LER • • • • ••• •••• • PERFMET61 SEALANT BY INSTALLER 6VSIDE AND OUT Z W •• •�VOWTALIFA IANT • =Ej&EM SUBSTRATE BY OTHERS s O INSIDE AND W1••• 0 SEE TABLE 1 cc HORIZONTAL SECTION •• • ��VEF•• • •• •ES B TYPICAL.JAMB ANa5FVAQE •• •NIIISTRATE®TOTHERS • • • SEE TAB li P Q • SEETABLEI• 0... rrss .. • • • SIE INSTALLATIONANGOR • SEm C E TABLE I TWO ANCHORS PER pm�p •••••• •••• • `' DHW SEALANT LLNPER SCREW 27178• MIN.EDGE DIST. PRREE-DDRILLED�HOUEGS ♦�.N`.�t �i HEAD BY PffiTAt1E*• SEE TABLE 1 � `LEN q'a4��ii� •G v fi 7fi 8 TYPICAL SI ANCHORAGE U4"MAX�IFl7(ED PANEL S�fd No mol L•z F� MIN.EMBEDMENT SEE TABLE I ,OL BTATF OF /,Au-- TABLE 1:APPROVED INSTALLATION FAST81EiS FIXEDPANEL �"��F�•<o R L oT,.•�q�VO EDGE DIST. U89IRA7E 12°E DIBT. SEE TABLE t RETE(20 KSI MPI.) 3118°ITW TAPCON ,° mtryYp HOLLOW OR GROUT-FILLED CMU(117 PCF MPI) 3/18•RW TAPODN 1• 3' 17718• 4!312015 HOLLOW OR GROLJr-FUED CMU(ASTM C-90) 3118'ELCO LUMCON 1-114• 9-1!2" MAX O.G LUCAS A.TURNER,P.E- 2XMIN.SOUTHERN PINE(G.D.W 3118•ITW TAPCON 1318• 1• FL PE 1758201 2X MR SOUTHERN PINE(G-0.55) 910 WOOD SCREW 1-w 1• 1239 JABARA AVE. 16 GAUGE(0.08')MIN,STEEL STUD 910-18 HL71 KWIX-FLEX OR ITW FULL THREAD FO(ED PANEL CLIP NORTH PORT,FL 34288 (33 KSI YIELD MIN) TEKS SELF-DRUM SCREW 1HRU 0,08M 7118' CUP ANCHORS MUST PH.941-3-1574 BE LOCATED A MINN8911 1!�AU1M.(80eCi-75 ABN.)OR 910 GRADE 8 SELF TAPPWQ! FULL THREAD DISTANCE OF 3°AWAYSKEET DESCRIPTM;mF//// 10 MEL(33 KSI MR) DRUM SCREW THRU 0.175' 7/18' FROM �MAIN FRAME GENERAL NOTES AND FDED Pa A RS NTD: ANCHOR (2 CONCRETE0 KSI MW.)OR 3118'17W TAPCON HOLLOW OR GROUT-FUED CMU 117 P�MR) 1° 9" ANCHOR INSTALLATION L 0 T� FDEO PANEL CLP ANCHORS �C1 HORILON7AL SECTION ADE 06/03!08 CONCRETE[2.85 KSI MIN.)OR 3/16°ELM ULTRA(X)N FLIED PANEL CLIP DETAIL 8 FD(®PANEL ANCHORAGE f: HOLLOW OR GRIOUT-FlLED CMU TM CWS-298 8 NOTE:FIXED PANEL CUP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN,EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. SHED 1 x•67 6 OF 6