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REV-16-2355Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ELECTRIC ROOFING PLUMBING MECHANICAL PUBLICWORKS JOB ADDRESS: 87 NE 92 Street a AU Z 2016 5 - 1 p FBC 201'4 Master Permit No._1C.1 U Sub Permit NO2EUK6 -2-3SS REVISION EXTENSION RENEWAL CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-0290 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Patrick Cowan Phone#: Address:87 NE 92 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: ORONI, Inc Phone#: 305-685-0412 Address: 14040 NW 6 Court City: N. Miami State: FL Zip: 33168 Qualifier Name: Orlando Iglesias State Certification or Registration t#: CBC 1251654 hone#: 305-685-0412 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ a,,n E' Iq-J f4ler'l; quare/Linear Footage of Work: ` f f ( Type of Work: Addition Alteration / / New E:1Repair/Replace Demolition NDescriptionofWork: ! oA kip- f/Q&z- A-f—n Por Specify color'of color thfu tile: Submittal Fee Permit Fee $JS - v" CCF $ E . Scanning Fee $ Z C'O Radon Fee $ DBPR $ Technology Fee $ Structural Reviews $ Revised02/24/2014) Training/Education Fee $ Notary $ 2 73 Double Fee $ Bond $ 0 TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State M 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice ofcommencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 2.2 day off/ frgqu6+ 20 Ito by i?4orWiC,k. Wwan who is personally known to me or who has produced -nL on 'IN (e as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: APPROVED BY Revised02/24/2014) CONTRACTOR The foregoing instrument was acknowledged before me this L2 day of9 us+ 20 ILA by OY' larwio r alesks , who is personally known to me or who has produced DL on;I<, as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: '= Commission VasquezgF942611 Expires: December 9, 2019 40F W11'e-Bonded t ru Aar No C Plans Examiner Structural Review Suyapa T. Vasquez Commission # FF942611 Expires: December 9, 2019 Bonded thru*Aaron NO*arq Zoning Clerk 6/412016 Florida Building Code Online zT' OFri-Ilt•/ SCIS Home i Log In User Registratldn Hot Topics Submit Surcharge Stats &Facts Businesrhy) product ApprovalProfessiltai USER: Public User Regulation} Product AggLQval Menu > product or Aoolication Search > Aoolicatton List > Applicatton Detail FL # Application Type Code Version Application Status Comments r i Archived Product Manufacture Address/Phone/Err 40 Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Repre$entative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method FL14569-R7 Revision 2014 . x"121 m1;. I =421M M- 2-917M.: Publications ! FBC Staff I SCIS SIjeR-?aft .1 -inks i Search 06060.00.0 06 • •• • • 0.0.09 00 • 00.000 0• ••• 0000• 0•••• 0 • 0 0 .0 0 0000•• 0000•• • • 0000•• Approved • • • • • • Approved by DBPR. Approvals by Ovjt'sh;ll be revjgvj%d and rat MeA • by the POC and/or the Commission if necessary. • • • JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbcl@jeld-wen.com Kaede McLaughlin fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing G 2 3 2016 National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 f;wli Shores Wi i j Ar'PRnV tD BY illi i a DEPT li7 till-i Ta Meth4il0ption A`> i `LI' I,A,dC;F WITH ALL F - Year 1994 1994 1994 DATE t i ' ( '/ i;! 11 I '; ANn 1ff (;[ 11 A 11ONS https:/liloridabuildinq,orNorlpr app dti.asox?oaram=wGEVXQwtDauxTVBiriRcYo%2fDEHW1XNZW1D0uvPbG87LWwGxoHtraMQ%3d%3d 1!3 6/4/2016 Florida Building Code Online Date Submitted 11/11/2015 Date Validated 11/13/2015 Date Pending FBC Approval Date Approved 11/20/2015 Sum OfPra acts • • •••• •••••• LPModel, Number or Name Description _ • • _ _ • • • • • • • • • 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'aQ';:{' 8" • • Limits of se Certification Agency Cetg • • • • ed for use in HVHZ: Yes FL14569 R7 C CAC NIO fr2iifo.R7 Certaica a df 0 0: •. Approved for use outside HVHZ: Yes Quality Assurance ContggcJAMlration pate • • • • • Impact Resistant: Yes 09/30/2019• • • • • • • • • • • • • • • • Design Pressure: +60/-60 Installation Instructions • other: Product must be Installed per manufacturer FL14569 R7 II 7 Z lation f • • instructions as stated on drawing 1WOS09-03y Verified By: Hermes Nonero 73-478 • • ••••: Created by Independent. Third party: Y0• •' • • Evaluation Reports • • • • • • • • FL14569 R7 AE PER 3392 11f • • • • i • • • Created by Independent Third Party: Yes• • • 114569.2 I Contours Steel, Wood Edge I Full Lite Door, Inswing, 6'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: Certification Agency Certificate FL14569 R7 C CAC N1006255.02 -R3 Certificate.odf Quality Assurance Contract Expiration Date 06/30/2019 Installation Instructions FL14569 R7 II 3WO509-04 Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3393.odf Created by Independent Third Party: Yes 114569.3 I Contours Steel, Wood Edge I Full Lite Door, Outswing, 6'-0" x 8'-0" 1 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other. 14569.4 1 Contours Steel, Wood Edge Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Certification Agency Certificate FL14569 R7 C CAC NI006254-R5 Certificate.odf Quality Assurance Contract Expiration Date 09/30/2019 Installation Instructions FL14569 R7 II 1WO509-01 SS 2015-07-02.pdf Verified By: Hermes Norero 73778 Created by independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3391.pdf Created by Independent Third Party: Yes Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non- impact Rated Glazed Sidelites, 12'-0" x 6'-8" Certification Agency Certificate FL14569 R7 C CAC NIO11062 NI011062 01. Certificate odf Quality Assurance Contract Expiration Date 04/30/2020 Installation Instructions FL14569 R7 If 1W032012FL installation,ndf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R7 AE PER3321.pdf Created by independent Third Party: Yes 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact &Non Impact Rated Glazed Sidelites, 8'-4" x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes EL14569 R7 C CAC NI011061-111 Certificate.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2020 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R7 II 3W072012EL installation odf Verified By: Hermes Norero 73778 Created by Independent Third Party; Yes Evaluation Reports FL14569 R7 AE PER3322.odf Created by independent Third Party: Yes ; 14569.6 Contours Steel, Wood Edge Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8" httosJ/0oridatwildina.orp/Ix/tx app dtl.asox?Daram=wGEVXCtMDoLvTVBifiRcYo%2fUEHW1XNZW1D0uvPOG87LWwGxoHtraMQ%3d%3d 26 6/4/2016 r Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R7 C CAC NI011082-R1 Certificate.pdf Approved for use outside HVHZ; Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2019 Design Pressure: N/A Installation Instructions Other: FL14569 R7 II S-2104 Installation.odf 0000 Verified By: Hermes Norero 73778 • • Created by Independent ;rhirg'Party: Yes "' Evaluation Reports • • • • • • • FL14569 R7 AE PER3399odfi • • ' 00 i Created by Independent.Trjftjpprty: Yes . • 14569.7 Contours Steel, Wood Edge Opaque Door, Outswing, %Pp r1out SlQellce s+a,Ir x•$ 0 • Limits of Use Certification Agency Cetr Beet• • • • •: • • Approved for use in HVHZ: Yes FL14569 R7 C CACN10al - 1-NI011999QL'- *00% Approved for use outside HVHZ: Yes R1 Certificate.Odf Impact Resistant: Yes Quality Assurance Contrac't.V41ration Dale ' • Design Pressure: N/A 08/31/2019 • • • • 0000* Other: Installation Instructiorm • • • • • • • • FL14569 R7 II S -2108 -CLO ' " " ' Verified By: Hermes Norero 73778 • • • Created by Independent Third Party: Yes" ' Evaluation Reports FL14569 R7 AE PER3832.1 df Created by Independent Third Party: Yes Oack Nerd Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an AA/EEO employer. Couvrloht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please clldc h2Le . Product Approval Accepts: Dred t C I1Hna•IIAKIft'.fI1t IIIriIKt Knf vJK — rl+t .,... r_,..,u,r„nnnoi1A01 QA on NOTICE OF PRODUCT CERTIFICATION Inswing or Glazed Company: JELD-WEN Doors Certification No.: NI011061-R1 3737 Lakeport Drive Certification Date: 04/17/2012 Klamath Falls, OR 97601 Expiration Date: 04/30/2020 Impact Revision Date: 10/27/2014 Product: 24 Ga. Steel Wood Edge Impact Rated Opaque Doors w/ & w/o Impact & Non -Impact Rated Glazed Sidelites (w/wood frame unless specified) Size Pos/Neg Specification: TAS 201-941202-94/203-94 Comments XX The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document_ The certificationlabelrepresentsproductconformitytotheapplicablespecificationandthatallcertificationcriteriahasbeensatisfied. This product has been approved for listing withinNAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Glazed Design Missile Test Report Number or Maximum Pressure Impact Drawing Number & Outswin O a ue Size Pos/Neg Rated Comments XX I/S Opaque 6'2" x 87" 45/45 psf Yes NCTL-210-3801-1/FL 1803 Double Max Panel Size: 3'0" x 8'0" Installation Details: JW072012FL XX O/S Opaque 6'2" x 8'1" 45/45 psf Yes Qualifies Configurations: X/XX NCTL-210-3801-1/FL 1803 Double Max Panel Size: 3'0" x 8'0" Installation Details: 3W072012FL OXXO I/S Door -Opaque 8'9" x 8'2" 45/45 psf Door -Yes Qualifies Configurations: X/XX ATI-65888.01-301-18//NCTL-210-3801-1/CTLA 697WAIFL 1803 Double w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x 8'0"/Daylight Opening: 7" x 67" Glazing: IG- 1/8" Tempered w/ LVL DB Jamb Mullions Installation Details: JW072012FL OXXO O/S Door -Opaque 819" _x8' 1" 45/45 psf Door -Yes Qualifies Configurations: O/X/XO/OX/OXO/XX/XXO/OxX/OXXO ATI-65888.01-301-18/75771.01-301-18/NCTL-210-3801-1/CTLA 697WA/FL 1803 Double w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x 8'0"/Daylight Opening: T' x 6'T' Glazing: IG- 1/8" Tempered w/ LVL DB Jamb Mullions Installation Details:1W072012FL Qualifies Configurations: O/X/XO/OX/OXO/X3UXXO/Oxx/OXXO Cd,ta«Uu a lvtanagement institute, inc.14794 George Washington Memorial Highwayipaxe s,V• 23fl; ,•, Tel: (804) 684-5124/Fax: (804) 684-5122 • • 000 • • NAMI AUTHORIZED SIGNATURE: ; ;•; JELD-WEN DOOR INSTALLATION DETAILS CONTOURS STEEL DOOR, WOOD EDGE 24 GA. OPAQUE DOOR & GLAZED SIDELITE UP TO 8'-4" X 8'-0" OUTSWING/INSWING GENERAL NOTES " 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE (I.S.C.) d INTERNATIONAL RESIDENTIAL CODE (1.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94, TAS 202.94 AND TAS 203.94, PRODUCT ALSO MEETS "HIGH VELOCITY HURRICANE ZONE' (HVHZ) REQUIREMENTS. 2. 1X AND 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 3. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR IMPACT RATED DOORS. FOROTHER IMPORTANT INSTALLATION INSTRUCTIONS, REFER TO JELD-WEN 1W MAX. FRAME DOCUMENT #.Inn (PRE -HUNG EXTERIOR ENTRY DOORS) 15 112" MAX.' 74" MAX. FRAME-- FOUND ON THE JELD-WEN WEBSITE: FRAME TYP. JELD-WEN.COM/PRODUCT-SUPPORT/DOCUMEN7S/ D.L.O. jI INSTALLAT*AWNSTRUCTIONS SHT. #2 FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE COMPONENT LIST 1-- REQUIRED ON NON -IMPACT GLASS SIDELITES. 37 1/2" MAX. SHT. FRAME TYP. T MATERIAL QTY. 1 6. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, SHEET 1. h AS REQ. MAX. 0 7. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK AS REQ. 3116" DEEP. EXAMPLE: 3116•--I -- z 0 FRAME 1xeD . Nwft 910 WOOD INSTALLATION SCREW W/ 1 112' MIN. EMBEDMENT J S 3116• [TW TAPCON ANCHOR WI 1114" MIN. EMBEDMENT T rALL 8. CORE DESIGN' EXPANDED POLYSTYRENE WITH 1.0 TO 1.25 LBS j z w DENSITY, BY JELD-WEN INC. O - 9. FACE SHEETS: 24 GA (0.021" MIN) THICKNESS. GALVANIZED STEEL 4 OR 8 W/ AVG. MIN. YIELD STRENGTH FY(AVE)-40300 PSI. B X 2" PHILLIPS FLATHEAD WOOD SCREW IMPACT RATED NON -IMPACT COMPONENT LIST OPAQUE PANEL SIDELITESEE C NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS 77 37 1/2" MAX. SHT. FRAME TYP. 2 MATERIAL QTY. 1 NON -COMPRESSION SHIM (0.25" MAX. THK.) h AS REQ. MAX. o LU y AS REQ. 3 1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) FRAME 1xeD . 4 910 WOOD INSTALLATION SCREW W/ 1 112' MIN. EMBEDMENT STEEL AS REO. S 3116• [TW TAPCON ANCHOR WI 1114" MIN. EMBEDMENT STEEL AS REQ. 6 49 X 2 112" PHILLIPS FLATHEAD WOOD SCREW STEEL 4 OR 8 7 B X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 9X 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 28 OR 56 9 tp n PVC 1 10 KWIKSET LOCK SERIES 400 STEEL 1 SrOj I KWIKSET DEADBOLT SERIES 780 STEEL 1 I NNLL O c fIIIr ACTIVl I IXED 8-4 X 8-0 ELEVATION DOUBLE DOOR W1 V-4 SIDELITES (OXXO) 53" MAX. FRAME [— —1 53" MAX FRAME 3-0 X 8-0 ELEVATION 1-4 X 8-0 ELEVATION 4 2 X 8-0 ELEVATION 4-2 X 8-0 ELEVATION SINGLE (X) SINGLE (0) DOUBLE (OX) DOUBLE (XO) I HVHZ APPROVED SYSTEMS: O. K 00. XO or OK OXO, 000.OXx ")DCO, DUO. 000 W! BOXED rIDEUTES I D3 INSWING COMPONENT LIST OXO) C NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS 77 ITEM I DESCRIPTION MATERIAL QTY. 1 NON -COMPRESSION SHIM (0.25" MAX. THK.) h AS REQ. 2 o LU y AS REQ. 3 1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) IN CTNF 1xeD . 8-4 X 8-0 ELEVATION DOUBLE DOOR W1 V-4 SIDELITES (OXXO) 53" MAX. FRAME [— —1 53" MAX FRAME 3-0 X 8-0 ELEVATION 1-4 X 8-0 ELEVATION 4 2 X 8-0 ELEVATION 4-2 X 8-0 ELEVATION SINGLE (X) SINGLE (0) DOUBLE (OX) DOUBLE (XO) I HVHZ APPROVED SYSTEMS: O. K 00. XO or OK OXO, 000.OXx ")DCO, DUO. 000 W! BOXED rIDEUTES I D3 INSWING OVERRANG LENGTHII COMPONENT LIST OXO) C NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS 77 ITEM I DESCRIPTION MATERIAL QTY. 1 NON -COMPRESSION SHIM (0.25" MAX. THK.) WOOD AS REQ. 2 2x WOOD SUB BUCK (B.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 1x WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 910 WOOD INSTALLATION SCREW W/ 1 112' MIN. EMBEDMENT STEEL AS REO. S 3116• [TW TAPCON ANCHOR WI 1114" MIN. EMBEDMENT STEEL AS REQ. 6 49 X 2 112" PHILLIPS FLATHEAD WOOD SCREW STEEL 4 OR 8 7 B X 2" PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 9X 1" PHILLIPS FLATHEAD WOOD SCREW STEEL 28 OR 56 9 OVERALL PLASTIC FRAME NON -IMPACT GLAZJNG IG BY ODL PVC 1 10 KWIKSET LOCK SERIES 400 STEEL 1 11 I KWIKSET DEADBOLT SERIES 780 STEEL 1 OVERRANG LENGTHII yK OXO) C NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS 77 o p i c m m r Nt THIS REQUIREMENT, PRODUCT SHALL BE USED I p m Reason: I am approving this document 398 k$ D1i1>jl gyp! WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO FBPE C T1 a OH LENGTH OH HEIGHT IS Z 1.0 x C n m ei OVERMA14G Q FI?rE0 Eq li RATIO s 6810 MAX. FRAME—{ I--74" MAX FRAME--{ b I LooII h I .El 5.4 X 8-0 ELEVATION TRIPLE 5 OXO) I Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document 398 k$ D1i1>jl gyp! FBPE C T1 a P(EO ACTIVE FI?rE0 5.4 X 8-0 ELEVATION TRIPLE 5 OXO) Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document 398 k$ D1i1>jl gyp! Date: 2015.01.07 15:23:01 -05'00' FBPE C T1 a k =• LU ons z 0 5z d 0 z ° Hc g 0 a'm 0° JO W OLUowza I-- 41 w Ww oORff • av •dS CjU' O •t9 N n, 1/20/2012 JW072012FL 1 w 7 000 0 0 0 ••• 0 0 8x2" APPLY DAP ALEX PLUS SILICONEPFHSCREWATOREOUIV. BETWEENEACHMULLIONTYP, I JAMBS BEFORE MULLING z FIXED ACTIVE Td O0. v 000 • • • • 000 • • i ODL LIP -LITE NON -IMPACT 8X 1.1rr 1-4 X 8-0 SHOWN TEK SCREW-, INTERIOR 118" TEMPERED T SNE GLASS t 13/4 1" MAX, DOW 1199 314" AIRSPACESILICONE 112" MIN. GLASS 1 318" BITE DETAIL B2 ODL NON -IMPACT GLAZING DETAIL MAX. D.L.O: 6"X 79 1/8" t DETAIL A2 7) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT 1"MIN. 4 1 2 1"MIN, 1'MIN. — 4 FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR 1 12." MEIN, 2 11/2' MIN. 2 EMB' EMS. O m M 1/4' MAX. 118" SHIM MAX, SHIM SEE NOTE #7 INTERIOR EXTERIOR SEE NOTE #7 INTERIOR EXTERIOR ON SHEET 1 ON SHEET 1 OUTSWI14G OPERATING UNIT OUTSWI\IG STATIONARY LINfTVERTICAL. CROSS SECTION E' Z'CRO-55 SECTIONHEADJAMSHEADJAMS 1//4•MIM I...IWMAXEMBED. SPAMI SEE NOTE #7 ww ON SHEET 1 MIN W p 1"MIN. 1 0Lo INTERIOR T MIN. % l/l1.lflJj\1J \/1\?x I L/ 111- 11lL!:li9i' I HINGE DETAIL moi! STATIONARY UNIT EXTERIOR 4 RE", HORIZONTAL CROSS SECTION OUTSWING SHOWN RQ Q EXTERIOR 1' MIN. FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR 1X BUCK CONCRETE/MASONRY OPENINGS, SEE SHEET 4 r 2OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION O m M OF HEAD OR JAMB AS LONG AS MWIMUM EMBEDMENT IS oACHIEVED. p , w WEATHERSTRIP, i. AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR INTERIOR MAXIMUM SUPPORT. ww z 2Wp 1"MIN. 0Lo OC— wz T N 00 p aO SEE NOTE J OW O Q r O m a Z 4 1 ON SHEET I avw aFo e> 1/4' YIAY• z 1 12" MIN. g SHI EMBED. cuci NONE D - G.LUBSECKE oc S. SAFFELL8D.AwawAx: OUTS WING LATG41•JAMS At FRAME* HORIZONTAL CROSS SECTION Rw 3 a 7 11/2"M{ IN• EMBED. 1" MIN. I / 1" MIN. 1/4"MAX. I SHIM 1 12" MIN. EMBED. OUTSWING HINGE_ JAMS AT FRAME HORIZONTAL CROSS SECTION INTERIOR j I EXTERIOR 1" MIN 1' MIN OUTSWING OPERATING UNIT VERTICAL CROSS SECTION SILL NOTES: FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR1XBUCKCONCRETE/MASONRY OPENINGS, SEE SHEET 4 r 2OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION O m MOFHEADORJAMBASLONGASMWIMUMEMBEDMENTIS o ACHIEVED. p , ID ITEM 48. (119 X2 1)2") ONE SCREW TO BE INSTALLED IN EACHHINGEATJOBSITE, CLOSEST TO w WEATHERSTRIP, X mATSILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR M ! W MAXIMUM SUPPORT. ww z 2 W p w0Lo OC— wz N 00 p aO z O W O Q r O m a Z y w Xavw aFo e> z0 z 1, ' o j g DATa 1/2012 cuci NONE D - G.LUBSECKE F`R oc S.SAFFELL8 98D1 D.AwawAx: JW072012FL FBPEC T24h i!<ItiJ0.29578 Rw 3 a 7 CONCRETE! 1'MIN. S•MW. --{ i"MIN. — 1`MIN. — — 1'MIN. 1'MIN. MASONRY 11BYOTHERSTYP. 11/4` 1 1114- S• MIN. EMMIN. BED i"MIN.— 1 I 1•MIN. 5 &TERIOR EXTERIOR EMB. FMIN. 1 114• MIN. EMBED 5 3 5 q'! CONCRET •- CONCR 1114+• 4 MASONRYMASONRYMIN. 1" BY OTHERS - 1 EMBED q .. '. - ..•BY OTHERS 1/4• / /// 14* 1' MW MAX. 114` // SHIMMAKEXTERIORMAX. OUTSWING OPERATING UNfT SHIM SHIM EICTERIOR VERTICAL CROSS SEC77ON SEE NOTE #7 SHEONSHEET 104TERIORSIL- SEE E #7 rNTERIOR 1 OUTSWING OPERATING UNITSEENOTE VERTICAL CROSS SECTIONONSHEET1ONSHEET1 SEE NOTE #7 OPTIONAL 1" BUCKONSHEET1INTERIOR EXTERIOR OUTSWING OPERATING UNIT OUTSWING STATIONARY UNITCONCRETE/ VERTICONRYALCROSSSECTIONVERTICALCROSSSECTION \ \\\ BY OTHERSHEADJAMBHEADJAMB11/4" MfN. \ \\\ \\ EMBED 5 8 O 4X IM3X \ — 1" MIN — V MIN 1"MINA G m M 3N 1 OUYSWING STATIONARY UN77 \\\ p O wHINGEOETAIVERTICALCROSSSECTION4REQ'D 1 BOXED SIDELII•E SILL 1' MIN. 1 1" MIN. I {1 \ A 114- MAX 2 2/ `m S2fffl 11/4" 1 t 7 MIN. EMBED '^ lu z OUTSWING OPERATING UNIT O :3Z O O EXTERIOR, 114' MIN HORIZONTAL CROSS SECTION w p EMBED INST1fptrAlgQMOgy4k CH 0 y In 1• MIN \ / CONCRETEIMASONRY WIIXWOOO BUCK O O tw Z IN.— 11' MW. >!. \ 1'MIN. v' S 2 1 p t7 w Oz INTERIOR 1 O ad Z VO p 0 K 11 \ po o J z co 1• MIN. o \ N W XSNEN01E#7 • // 7" MIN. f • • ON SHEET 1 • • 6 1" MIN \ SEE NOTE 97 Of Ci cc z ON SHEET, 1ra'Mgx, _ 1•MIN. .. \\ z O O a I •I7• MARw•• • • • • ••SHIM Q a1114"MIN, Fff— SHIM _I 11/4•MIN. 1"MIN, • \ \X 1 SSUO O FEMBED. EMBED. ° \\\ ES F. O i $ N LLOUTSWINGHINGEJAMBA7FRAMEOUTBWINGLATCHJAMSATFRAMEI : / uro 1/20/2012HORIZONTALCROSSiSECTj[y1• • • • • • • HORIZONTAL CROSS SECTION 114'MAX "Z ••• Oma. NOTES • • • • • • • • • • .o SHIM 7 —NONE1>OPTIONALLY, ANCHOR CAN a :FZACE: IN NARROW SEC OF AE S}JAIYB !S LONG AS MINIMUM 4 4 = * 7 CONCRETEIMASONRY•°1' G.LUBBEGCEEMBEDMENTISACHIEVED. • •• • • • • • • • BY OTHERS 15 rMIN. EMBED z r, - S.SAFFELLITEM #8. (#JX 21/2") ONE SC!'W 70 8€ INSTALL DIN EACH HINGE AT JOB S17E CLOSEST TOWEATHERSTRIP. OPTIONAL MASONRY/ CONCRETE INSTALL 398 $Epyl` {'' •j38 3 owvnnc uu SECTION OF NEDATSILL, PLACE ANCHOR IN SILL SASE MATERIAL FORMAXIMUM SUPPORT CROSS ARJAMS ORSIDE JAMB JW072012FL FBPE C TtlQfj Auj NQ. 29576 sMrQt q Or 7 0 0 0 ••• 6 0 1" MIN. 1" MIN.. — 4 1 2 1" MIM. 1' MIN. — 4 Q1 11/2" MIN, 2 1 112' MIN, m M $ 2 1 4 4 EMB. N N O ITEM 46, (49 X 21/2") ONE SCREW TO BE INSTALLED IN EACH c 3 R a y ao a LL HINGE AT JOS SITE, CLOSEST TO WEATHERSTRIP. x E AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR 114' e+1 4 1 114* 1 1f2' M 1N• MAX. 1!8' MAX. EMBED. SHIM SHIM Z T— SEE NOTE #7 EXTERIOR INTERIOR SEE NOTE #7 EXTERIOR INTERIOR 12 O ON SHEET 1 ON SHEET 1 O. LU o INSWING OPERATING UNIT INSWING STATIONARY UNIT VERTICAL CROSS SECTION VERTICAL CROSS SEC770N HEAD JAMS HEAD JAMB 1R' MIN. 1N' MMC. EMaEo. SHM1 O a r SEE NOTE #7 1" PAIN Z I' ro< 5 S U SHEET 1 F. O 1 EXTERIOR a 1/2012012 O 8 1' MIN. j X rr,0 A cw S.SAFFELL 8 1W072012FL C iapj7 AtATI E`RO.29578 awa 5 ar 7 4X HINGE DETAIL STATIONARY UNIT INTERIOR 4 REO'D HORIZONTAL CROSS SECTION INSWING SHOWN INTERIOR ^ 8 3 SEE NOTE #7 ON SHEET 1 EXTERIOR INTERIOR EXTERIOR INTERIOR 1 4 1IrZ MIN. EMBED. 1' MIN 1' MIN INSWING OPERATING UNIT VERTICAL CROSS SECTION SILL DI' MIN. \ 4 1 2 1' IN. L • • • • EXTERIOR • 4--v--w q• s • • SS 1"MIN. \ • • • • Is • • %/ 1" MIN. SEE NOTSHEET 14tONSHEET1 4' MIA* • • • • • • 114" MAX. I III••• SHIM* • • • • • • • SH3M _"`III 1 M MIN. • • • • • • • • • 11/2" MIN. EMBED. • • • • • • • • • • EMBED. INS WING LATCH JANIB•AT FRAME • • • • • • INSWING HINGEJAMBA7 FRAME HORIZON7AL CROSS SECTION HORIZONTAL CROSS SECTION F--1 1' MIN INSWING STATIONARY UNIT VERTICAL CROSS SECTION BOXED SIDEUTE SILL NOTES: OFOR PLACEMENT OF ITW TAPCON ANCHORS W 2X BUCK OR 1X BUCK CONCRETEMIASONRY OPENINGS. SEE SHEET 6 w OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION O m M $ OF HEAD OR JAMBAS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. A N N O ITEM 46, (49 X 21/2") ONE SCREW TO BE INSTALLED IN EACH c 3 R a y ao a LL HINGE AT JOS SITE, CLOSEST TO WEATHERSTRIP. x E AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR e+1 4 MAXIMUM SUPPORT. w w 0 uJ z wwp4s OcoZ w W Z cc 8 0 aI5 12 O O O. LU o d w X co O a io Z I' ro< 5 S U t o 5 F. O a 1/2012012 7 NONE G.LUBBECKE rr,0 A cw S.SAFFELL 398 p&L!7 $per(, y8 y4 FBPE 1W072012FL C iapj7 AtATI E`RO.29578 awa 5 ar 7 1' MIN. 14- MINI. EMBED r\ MA$ONRY-L- By OTHERS7— 1114• MAX SHIM SEE NOTE N7 ON SHEET 1 INFERIOR INSWING OPERATING UNIT VERTICAL CROSS SEC ioN HEAD JAMB 1' MiN, 1' MIN. CONCRETE/ 7' MIN. — I"MIN. MASONRY 1SYOTHERSTYP. 1 1H' 1' 1 1MIN, 1` MIN. t'MIN, 5 5 3 EXTERIOR INFEAKA EMB. --1 5 11H"MW, EMBED rIC:. .:ti;. Ir"' CONCRETE/ IV'• MIN. I 1-"'•''•' MASONRY '7 BY OTHERS EMBED14- MAX MIN 1'MIN MAX, SHIM INTERIOR SHIM INSWING OPERATING UNO' VERTICAL CROSS SECTION EXTERIOR SEE NOTE #7 EXTERX)R INTERIOR SILL SEE NOTE 47 ON SHEET 1 INSWING OPERATING UNIT ON SHEET 1 SEE NOTE k7INTERIOR VERTICAL CROSS SECTION ON SHEET 1 EXTE OPTIONAL 1' BUCK INSWING STATIONARY UNIT CONCRETE/ VERTICAL CROSS SECTION MASONRY BY OTHERSHEADJAMB\\\\\\\ 1 114' MIN. EMBED y // %/ 5 INTERIOR 11 MIN. P MIN 1" MIN 1' MIN 1 4 INSWING STATIONARY UNIT EXTERIOR VERACAL CROSS SECTION 1 BOXED SIDELITE SILL 1' MIN. 114' MAX. SHIM 1 114' MIN. EMBED27 INSWING OPERATING UNIT HORIZONTAL CROSS SECTION FERIOR 1 11!4' MIN. INSTALL HI IAN FAL SUCKEMBEDCONCRETFJMASONRYWlIXWOODBUCK IN. I o 1" MIN, a 1' 1"MIN. • MJ SNEER • • 1'MIN. 1-. • • • • • • • W' MA•.• • • • • • • f IM 1 714' MINSHIM 1 114' MIN. 1" MIN. I w EMBED. EMBED. INSWING hi1FJGE JAMB AT FRAME INSWING LATCH JAMBAT FRAMEHORIZONTALCROSSSECTJW* • 000 • • HORIZONTAL CROSS SECTION --114" MAX• NOTES: • • • • • • • • • • SHIM OPTIONALLY, ANCHOR CANLF•P=..ACE:IN N4RR8%SEC-PON OFVEAD QItJAIB 0 LONG AS MINIMUM CONCRETEIMASONRY 4 112'MW. EMBEDMENT IS ACHIEVED. • • • • • • • • • • 8V OTHERS EMBED ED— H8. (#9X 2 12^) ONE SCREW TO BE INSTALLED IN EACH HINGEAT J013 SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL TSILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. CROSS SEC77ON OF HEAD JAMB OR SIDE JAMB SEE NOTE 07 ON SHEET 1 4 5 SHIM FOR SUPPORT AT OR NEAR (34) ANCHOR LOCATIONSEACHANCHORISREOUIRED r---•3"TYP. FROM EDGE OF FRAME) MAX. OA FRAME 3' TYP. i 1-681/2" MAX. O.A. FRAME a i--3" TYP. 3" TYP.---j ; J f ---a l- - ! 1 74" MAX. I---3"TYP. zz Oz I wW Q FRAM3"E TYP.---I 71 1 37 1/2" MAX. OA FRAME r-W TYP. I I I I 1 zz zA7 A A O ANEL CENT1R1 1 4 PANEL R 1 1 5 Q U a aO I v Q^ OUTSWING/INSWING •-T .0. -04-3X 8-0 OUTSWINGANSWING 32) ANCHOR LOCATIO 6 i • • i i i i • • 36) ANCHOR LOCATIONS fff I o i ' X W5 oYf0 STRIKE PLATE • • • OUTWING OR INSWING OUTWING w 1 a I 73-0 X 8-0 OUTSWINGIINSWIGa5 6-0 X 8-0 OUTSWING/INSWING (20) ANCHOR LOCATIONS 32) ANCHOR LOCATIONS (FROM EDGE OF FRAME 53" MAX. O.A. a FRAME 3" TYP. -- { r, FROM EDGE OF FRAME) i 3" TY P F^3 TYP. 6-.. a o $ Q $ 3" TYP. f - 1--, I d I I I I 1 zz zA7 A A O ANEL CENT1R1 1 4 PANEL R 1 1 5 Q U a aO OUTSWING/INSWING •-T .0. -04-3X 8-0 OUTSWINGANSWING 32) ANCHOR LOCATIO 6 i • • i i i i • • 36) ANCHOR LOCATIONS FROM EDGE OF FRAh4Q • 4VOM EDGE OF FRAME) 2- #8 X 3" PFH2- #8 X 3" PFH -- _ SCREW FROM SCREW FROM ASTRAGAL KIi C) ASTRAGAL KIT • • • • • • • • 01- 8OTiOM ASMAIGAL• • . 1- TOP ASTRAGAL • • P • • • — IMKFi ""• • • STRIKE PLATE • • • OUTWING OR INSWING OUTWING 1•POLI TOM S% & • 33BOLIINSERTUGDETAIL07-D7 ONLY INSWING ONLY FIB v0 DETAIL A7 6) ANCHOR LOCATIONS AT MULL XO SHOWN, OX OPPOSITE SHOWN) 6' 8" P. 3-9 ryl - 3` TYP. 15 DETAIL c = x DETAIL 67 j3338 (10) ANCHOR LOCATIONS 29578 AT ASTRAGAL P v iL Ih N X22N Ma" W1'(D 11 Z a Lu 0 Lo 0 40 0"'z o O 0 co 0oa° sLu cowx CL0 a Z arc un G.LUBBECKE S.SAFFELL 0 012FL 7 a 7 398 East Dania Beach Blvd, Ik BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach, FL 330046954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge 24 Ga. Opaque Door & Glazed Sidelite Up to 8'4" x 8'-0" Outswing/Inswing fog' Florida Product Approval Report No. 3322 Current Florida Building Code Method: 1— A (Certification) Category: Exterior Doors Sub — Category: Swinging ExteriorJ)oo.r AsSe iblies 6 . Product: Contours Steel Door, IYj, ,R dge 24 Ga. Opaque Door & Gkszed Sidelite Up to 8'-4"x 8'-0" Outsn0g11nsrt)ing0 Material: Steel/Wood 00:00: 6 . 66 .. .. .. Product Dimensions: 105"X 97.875" (Alavirruvzrl. 6 6 . Prepared For: JEL,D-WEN, inc. 3737 Lakeport Blvd. la:lftiu€ith Falls, OR. 9760.1 Prepared by: Herme's F. Norero, P.E. Florida Professional Engineer # 73778 Date: 11/11/2014 0000.. 0000.. 0666. 0000.. 0000. 0000. 0000.. 0000.. 0000 0000.. 0%Sltllll/7/, S F. v• TT ZZ0toe;.:`=44` x; Contents:1 14 iEvaluationReportPagesi — 4 1 Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, A.E. Reason: I am approving this document Florida No. 73778 Date: 2015.01.07 15:15:40 -05'00' BUILDING DROPS A Perfect Solution in Every Drop Date: i Certificate of Authorization: 29578 Report Noo:: 3/ 2 33222 Manufacturer: JELD WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door, Wood Edge 24 Ga. Opaque Door & Glazed Sidelite Up to 8'-4" x 8'-0" Outswing/Inswing 105" X 97.875" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW072012FL, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the curr'enYF'lorida Building Co;e*••: including the "High Velocity Hurricane Zone" (HVHZ). • 2. Product anchors shall be as listed and spaced as shown on details. &wFior embedment into: • • • substrate material shall be beyond wail dressing or stucco. • • • • • • • • *000:0 3. When used in areas requiring wind borne debris protection this pi oiVicomplies with ... Section 1609.1.2 of the current Florida Building Code and does no require an ttfv'ct resistant covering. .... :" 4. Non -Impact sidelites do require, an impact resistant covering when used in areaS'regLiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing JW072012FL require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW072012FL for size and design pressure limitations. Y, Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 M/ AO\\\ BUILDING DROPS A Perfect Solution in Every Drop Date: i o: 3j22CertificateofAuthorization: 295x8 Report No: 3322 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: TAS 201-94 TAS 202-94 TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratory, Inc. FBC Organization # TST1589) Report #. NCTL-210-3801-1, Report Date: 02/03/2012 Product Testing performed by Architectural Testing, Inc. FBC Organization # TST1910) Report #: 65888.01-301-18, Report Date: 08/21/2006 Report #: 75771.01-301-18, Report Date: 11/01/2007 Product Testing performed by Certified Testing laboratories, Inc. FBC Organization # TST1577) "" Report #: CTLA 697WA, Report Date: 11/12/2001: • 2. Quality Assurance ...:.. National Accreditation and Management Institute'. FBC Organization # QUA1789) • 3. Material Certification ...... Miami -Dade RER Product Control Section NOA . ;...;. Eastman Chemical Company Saflex Clear and Colo; Glosi Interky ;r. 4. Material Certification Miami -Dade RER Product Control Section NOA ODL Series "HP Polypropylene" White Material Component Approval Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 a + BUILDING DROPS A Perfect Solution in Every Drop Date: 1 Certificate of Authorization: 29578 Report N0o:: 3 332 3222 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW072012FL) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure ALL UNITS Outswing Positive 45 PSF* Negative 45 PSF Inswing Positive 45 PSF* Negative 45 PSF Product has not been rated for water infiltration. If authority having j5si6adion requires that product meets this requirement, product shall be used wheoe • installed at location protected by overhang such that overhang (OH) rafi'o —' bH length/OH height is 1.0. 0"" Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 MIAMI•DADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (]n 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 "FD -750" Outswing Aluminum French Door w/ Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,.oity,* state, model/ series, and following statement: "Miami—Dade County Product Control Apptovesd'; unless•Atherwise noted herein. 6 • 0 0 0 • • 0000 RENEWAL of this NOA shall be considered after a renewal application has been f4 jl•*d there • Y ha•s been no change in the applicable building code negatively affecting the performance of this gwduct. . • TERMINATION of this NOA will occur after the expiration date or if there has betn"revisioe or•ohange in the materials, use, and/ or manufacture of the product or process. Misuse of this NQA%s an eptlorse:nent of any product, for sales, advertising or any other purposes shall automatically teAlate this NOT. pTilure to comply with any section of this NOA shall be cause for termination and removal W401. 0 • ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, F:8?J8A,• and followed by the expiration date may be displayed in advertising literature. If any poitien of the.WOA is displayed, then it shall be done in its entirety. • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-1117.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. fl NOA No. 16-0629.16 bExpiration Date: February 24, 2020 t Approval Date: July 28, 2016 Page 1 0006• w 666666 0000. 0000. 0000.. 0000.. 0000.. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. Submitted under previous NOA No. 09-1028.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94, Ouse** 2) Uniform Static Air Pressure Test, Loading pwerBr_, TAS 202-94 . • 3) Water Resistance Test, per FBC, TAS 2021•; • • • • • • • • • • 4) Large Missile Impact Test per FBC, TAS 202'94• 5) Cyclic Wind Pressure Loading per FBC, T.4 94 . 6) Forced Entry Test, per FBC 2411.3.2.1, and.TAS ;02-94 • •; • • along with marked -up drawings and installation diagram of .art a dminu%.dodrs of.. •... OXXO configuration, prepared by Fenestration Testing Labor;fc7, $nc., Tesb Report . No. FTL-4921, dated 07/17/06, signed and sealed by Edmundd J. La?gaesjUd 2. E. . • • • • • Submitted under previous NOA No. 05-0419.03) ...... Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. Submitted under previous NOA No. 05-0419.03) 5. 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 along with marked—up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14/05, FTL-4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E. •• • • • Submitted under previous NOA No. 05-0419.03) 0000' 0000.. 7. Test reports on: 1) Uniform Static Air Pressure Test, LoadingpedFBt, TA4 102--94 • 2) Large Missile Impact Test per FBC, TAS 201;44. 0 0 • 3) Cyclic Wind Pressure Loading per FBC, TAS X03-94 .. . : along with marked—up drawings and installation diagram of an•aluminu;i oeitswing . • • • • French door, prepared by Fenestration Testing Laboratory, TZ!, Fest jt£ppr: No. 0 •' • • FTL--4312, dated 09/13/04, signed and sealed by Edmundo J. I:ar4*aespada, f' V! 6 "' Submitted under previous NOA No. 05-0419.03) • 0060. C. CALCULATIONS • • • • • • • 1. Anchor verification calculations and structural analysis, complying with FBC 02010 and FBC 2014, 5" Edition, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. Submitted under previous NOA No. 14-1117.05) 2. Glazing complies with ASTM E1300-04/ 09 Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No. 16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their Kuraray Butacite PVB Glass Interlayer" dated 02/19/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" (formerly Saflex Keepsafe Maximum) dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" (formerly Vanceva) dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. 3. Statement letter of conformance to FBC-2010 and complying with FBC 5" Edition 2014), issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller, P. E. Submitted under previous NOA No. 14-1117.05) 4. Statement letter of no financial interest, issued by manufacturer, dated •1 0.6/14, signed and sealed by A. Lynn Miller, P. E. 0000.. Submitted under previous NOA No. 14-1117.05) • 5. Laboratory compliance letter for Test Report No. FTL 5941, iantttacl by Fenostration . 0000.. Testing Laboratory, Inc., dated 05/20/09, signed and sealed by Wcl % GonMet,.P. E. 0000. • • 0000 Submitted under previous NDA No. 09-1028.10) . 0000.. 6. Proposal No. 08-1891 issued by Product Control, dated 01/16/UA *signed. by. Sshaq 0000. 0 Chanda, P. E. :60:0:0 Submitted under previous NOA No. 09-1028.10) 000000 7. Laboratory compliance letter for Test Reports No.'s FTL - 1;; dated .07/17/06, : • 0 0 0 FTL-4527, dated 02/10/05, FTL-4528, dated 02/14/05, FTL-4315, datetl.Q9/1;3/04, FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dated 09/01/04 and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P. E. Submitted under previous NOA No. 05-0419.03) orge M. Plasencia, P. E. P41oduct Control Unit Supervisor NOA No. 16-0629.16 E ;piration Date: February 24, 2020 Approval Date: July 28, 2016 E-3 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 14-1117.05, issued to PGT Industries for their Series "FD - 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 02/19/15 and expiring on 02/24/20. of ge M. Plasencia, P. E. Prardnet Control Unit Supervisor NOA No. 16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 E-4 6 6 6 . 0 . 0000 0000.9 0 0 0 06. 60. 6.0666 06...6 0000. . 0000 0000 00. 066• 0000.. 0000. 0 00 00 .. 0 0000.. 6 0 0066.. 0000.. 666066000 of ge M. Plasencia, P. E. Prardnet Control Unit Supervisor NOA No. 16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 E-4 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. C. 7116" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. NOA DRAWING MAP E. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7116- LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB. 3/16" HS). TOPIC SHEET F. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 114" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/16" HS). GENERAL NOTES ............ 1 ASTM E1300-09 CONFIGURATIONS ..... 1 G. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS ........... 2 3116" A,.075 VANCEVA, 3/16" HS). DESIGN PRESSURES...... 3 ANSIIAFBPA NDS -2012 FOR WOOD CONSTRUCTI04i ELEVATIONS .................... 4 H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE VERT. SECTIONS ............. 5 3/16" HS,.075 VANCEVA, 3/16" HS). HORIZ. SECTIONS........... 6 ALUMINUM DESIGN MANUAL, AOM -2010 PARTS LIST ...................... 7 2. DESIGN PRESSURES: TABLE 1, SHEET 3_ EXTRUSIONS ................... 8-9 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. ANCHORAGE .................... 10-1: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: X, O, XX, XO, OX, XXX, 2CL_ OXX, OXO, XXXX, XXXO, OXXX, OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X_UNITS CAN BE EITHER TWO SINGLE, X_ DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE 0 `, U FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. S,Tc, F;^1D°''. C ` 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL-4312, FTL-4315, FTL-4527, FTL-4528, FTL-4529, FTL-4530, FTL-4921 AND FTL-5941. PRODUCT REVISED ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION ascompNing with the Florida ADM -2005 ALUMINUM DESIGN MANUAL Building Co NOA-No. 16-0629.16 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY Expiration Date 0212412020 HURRICANE ZONE (HVHZ). By Miami -Dadi1rroduct Control STANDARDS USED: • CENSp 9 2014 FLORIDA BUILDING CODE (FBC), 5TH EOITIO ASTM E1300-09 53705 ' ANSIIAFBPA NDS -2012 FOR WOOD CONSTRUCTI04i 666 ALUMINUM DESIGN MANUAL, AOM -2010 AISI.S100-07/S2-2010 0 `, U x...n •r ate• a.wrc"c trs osvvrc F sP.lct-as7DsTa• 1vm 7ous igr>vE o."ye.r GENERAL NOTES AND DRAWING MAP S,Tc, F;^1D°''. C ` i...e•F o.t w.nv,. • • IS. 34 PE. BOX052v MKots, AStt>•t ALUM. FRENCH DOOR & SIDE LITES, IMPACT A. LYNN /MILLER, P.E. FL P.E.# 58705 a.Nm. • • • • • • F.,.FUL 1 + 12 8000-11 Fvss: • • • • e • eF.K 11123/74 LT. 418N5 7/16" NOM. 7116" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE 075" VANCEVA INTERLAYER MAXIMUM PVB INTERLAYER 3116" HEAT STRENGTHENED GLASS3/16" HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 109 109 90 90 107 107 105 518" GLASS 105 5/8" GLASS BITE BITE f EXTERIOR INTERIOR EXTERIOR INTERIOR GLAZING DETAIL SING BLOCK GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7/16" LAMI GLASS W/VANCEVA INTERLAYER 718" NOM. 3116" TEMPERED GLASS 7/8" NOM. 3/16" TEMPERED GLASS AIR SPACE AIR SPACE 311 6"ANNEALED OR HEAT 3/16" ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS 090" DUPONT BUTACITE OR SAFLEX/ VANCEVA INTERLAYER KEEPSAFE MAXIMUM PVB INTERLAYER 075 3116" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS 95 OR 96 97 OR 98 109 109 PRODUCT REVISED 90 90 as compiyln with the Florida Building Co da108108N0A-No. 16-0629.16 Expiration Date 02/24/2020 105 5/8" GLASS 105 5/8" GLASS B" BITE BITE Mla,- Product Control EXTERIOR •IN R • R •• • • • • EXTERIOR INTERIOR tT.vNC BLYCKi •' • • GLAZING D6lAL••• SETTING BLOCKGLAZINGDETAIL 7/8" LAM[ I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI I.G. GLASS W/ VANCEVA INTERLAYER 6 IS I6 a..mex a% a.w • • • • • 000 tw•cCt60LWYWVEoNwms, Fbm2u a- oxj N K fS, F<3 2 GLAZING DETAILS A. LYNN MILLER, P.E. FL P.E-# 58705 x "°" e • • • • • Or ALUM. FRENCH DOOR& SIDE LITES, IMPACTa.of*_-- a... ._.. r.e2 d 12 o..aw 8000-11 "..: rv75o FUL F F. e.e ar •• • vnar: aro: _ LT. F.K. 22/23104 LT IlaAS Tahla 1 Maximum ])esinn Pressures (Osfl Configuration Width (in) Allowed Glass Types 79 3/4" (6 8383 3/4" (70) Height (]n) 87 3/4" 91 3/4" 95 3/4" (89) French X 3T' (3°) A,E 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 C,G +100.0 -100.0 +1D0.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 100.0 Door XX 71 3/4" (6°) A,E 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 100.0 Full Jamb 3611/16" A,E 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 100.0 3011/16" C,G 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 A00.0 Sidelite Narrow 33 11/16" C,G 100.0 100.0 100.0 100.0 100.0 100.0 100.0. 100.0 97.4 97.4 Jamb 36 11/16" A, B, E, F 70.0 80.0 70.0 60.0 70.0 80.0 70.0 80.0 70.0 80.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 100.0 Table 1a. (3Iass I ype ana Iest Ke OR IVUIT1Der A - 7116" LAM] (3116"A,.090 PVB, 3/16"HS) FTL-4311, 4312, 4315 B - 7/16" LAMI (3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 C - 7/16" LAMI (3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 4530 D - 7/16" LAMI (3116"HS,.075 VANCEVA, 3/16 -HS) UPGRADE FTL-4527, 4528, 4529, 4530 E - 7/8" LAMI I.G. (3116"7, 114" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) FTL-4311, 4312, 4315 F - 718" LAMI I.G. (3/16"T, 114" AIR SPACE, 3/16"HS,.090 PVB, 3/16"HS) UPGRADE FTL-4311, 4312, 4315 G - 7/8" LAMI I.G. (3116-7,114" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4526, 4529, 4530 H - 7/8" LAMI I.G. (3/16"T, 114" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE F L-4527, 4528, 4529, 4530 gas DESIG it ALUM. 415KIS, At X• RAN` FD7M 0 0 0 000 0 0 OVERHANG LENGTH OVERHANG W HEIGHT 00 NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL PART 10, SHEET 8 OF 12), THE OVERHANG LENGTH MUST BE GREATER THAN OR EQUAL TO THE OVERHANG HEIGHT (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANYADJOINING SIDELITES. (REF. FTL-5941) NCH DOOR & SIDE LITES, IMPACT a. NTS 3 a 12 8000-11 F PRODUCT REVISED as Complying with the Florida Boildin9 Code N ... a. 16-0629.16 expiration Bate 02/24/2020 Miami-Dfd'lProduct Control H73 13/16" MAX. WIDTH 95 3/4" MAX HEIGHT ALL OX OR XO 37" MAX. WIDTH 25" MAX. DLO ALL X UNITS 791/8" / MAX. DLO ALL 110 518' MAX. WIDTH OXO f---71 3/4" MAX. WIDTH x • • •• • •X1 • • NOTES: • • • • • • • • • 1. CONFIGURATIONS WITH SIDE LITES`CAN BE!EIAER 4/&RO\t JAM; OR FALL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. Rwsf b h1r A..an,.: • 000 • 000 e r ey. f O ANN R34 DRIVE INDHOM1d4AsmsLIan • • • • • • • • •e fsza NoRbVif Ft -W7,0 FX. 1223A4 -LT42W5 145 3/8" MAX. WIDTH 17 1 i ii OXXO (SHOWING EACH VERSION SIDE 36 11/16" MAX. WIDTH O (FULL JAMB) O (NARROW JAMB) EXAMPLE ELEVATIONS ALUM, FRENCH DOOR & SIDE LITES, IMF n.r.w. FDrsD NTS 4 > 12 8000-11 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16.0629.16 Expiration Date 02/24/2020 MiaaProduct Control A. LYNN MILLER, P.E. FL P.E.# 58705 i I Ila I Ili II' I i I x • • •• • •X1 • • NOTES: • • • • • • • • • 1. CONFIGURATIONS WITH SIDE LITES`CAN BE!EIAER 4/&RO\t JAM; OR FALL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. Rwsf b h1r A..an,.: • 000 • 000 e r ey. f O ANN R34 DRIVE INDHOM1d4AsmsLIan • • • • • • • • •e fsza NoRbVif Ft -W7,0 FX. 1223A4 -LT42W5 145 3/8" MAX. WIDTH 17 1 i ii OXXO (SHOWING EACH VERSION SIDE 36 11/16" MAX. WIDTH O (FULL JAMB) O (NARROW JAMB) EXAMPLE ELEVATIONS ALUM, FRENCH DOOR & SIDE LITES, IMF n.r.w. FDrsD NTS 4 > 12 8000-11 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16.0629.16 Expiration Date 02/24/2020 MiaaProduct Control A. LYNN MILLER, P.E. FL P.E.# 58705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. DLO EXTERIOR VERTICAL SECTION B OUTSWING HEAD 4 OR 7 ORIGINAL VERSION TOP RAIL 21 55 ALTERNATE VERSION TOP RAIL - INTERIOR HEIGHT ORIGINAL VERSION BOTTOM RAIL 22 56 ALTERNATE VERSION BOTTOM RAIL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.16 Expiration Data 02124!2020 By Miami -Da Produc! Control L LS OH Z4 VERTICAL SECTION C VERTICAL SECTION D / NARROW AND FULL OUTSWING SILL JAMB SIDE LITE SILL Y, m VERTICAL SECTIONS arv`.vc f0 7E•HNaOr,YDRNE Q'(INI3 L J1275 ALUM. FRENCH DOOR & SIDE LITES, IMPACTa, P A. LYNN MILLER, P.E. O ep 1/2 5 + 12 800411 F FL P.E.# 58705 FX 12,23V4 LT. "W O i•- DETAIL G STILES AT ASTRAGAL SEE NOTE UC I MIL- r - FULL JAMB SIDE LITE AT HINGE JAMB) V AN PRODUCT REVISED as complying with the Florida Building Code Non -Mo. 16-0629.16 Expiration Date 02/2412020 By Miami -Da rroduot ControT 83 70 ••: : 2g•• • 83 DETAIL • •DftAILK NARROW JAMB SIDE LITE ••• •• HING Jl M O HINGE JAMB AT HINGE JAMB) (NOT SHOWN ABOVE) RiNtlgr• • • • • •70>faxnaeocrDwve: woxtiws-3ts s N P fm 70 212304_ - DETAIL E DETAIL 1 JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD75n 1/2 1 6 r 12 6000 71 F FD750 DOO S FD750 FULL JAMB SIDE LITE PRODUCT REVISED as complying with the Florida Bulldi.9 Code NOA-No. 16-0629.16 Expiration Date 02/24/2020 By , Miami -0 roduct Contro a. -- IIE111 DWG# DFSCRIPIION PGT# IIIM DWG DESCRIPTION PGTN PRAMEIOTPA1L15 1 8006 FRAME- SILL&JAMB 65006 7 8006 FRAME-HEAD&t@JGEJAMB 69006 4 8008 DRB' CAP 68008 2 B003A GUT-SWINGSIlL 680U3A 6 8007 SCREW COVER 6800.7 3 80010 OUTSWINGSBI. COVER 680040 7 8009 IL45TAILPLATE 68009 4 BOOR DRIP (AP 68008 8 — FRAMEASSBMBLYSCREW#8X I" PH QUAD 78 5 E&AD, SIIL&JAMHWFA'LHFR4IRRIP ILBOA U8333718500 20 SU12 STUB 69012 6 800'7 SCREW COVER 68001 21 8019 TOP RAIL 69014 7 8009 ILiSTA1LPUT6 68009 22 8013 BOTTOM RAIL. 69013 8--FRAMEASSF7vIDLY SCREW #SXI"1?H AD 78 A 35 THREADED ROD 5116.18X 36' 6TRODA 9 8032 ASTRAGALFND SEAL 48032 36 F[AN(tDHIXNUT SIlb•IB 7990NUCA 10 80TH OUC-SWINGSIIL IDW RIS 98058 37 8039 TRUSS CLAMP 60378M 60 - #8X 3/4'PHS DRIVETFX SCREW 78X34PSTWDOORPANQ. 5 FIFAD SILL&IAMBWFATHfRSI•AIP U83J3718500 61 @728 SIDEMEHFADMUM 68078 20 8012 STILE 68012 62 5029 SIDELIIEJAMBTRUN 69029 2l 8014 TOP RAR DFD AODDFSI 68014 FD750 NARROW JAMB SIDE LITE 22 6013 801TOM RA DID ROD D 68013 1 M FRAME-HEAD&SIL 68006 Il SOl7 TOPSWIIP 68017 24 8016 BOTTOM SWEEP 68016 4 8006 DRB' CAP 68008 15 --SWEEP SCREWS #4X1!2"PFILLPH 6 8007 SCREW COVER 6WW 26 8015 ASTRACA AGTIVE&INALT7VE 68015 7 9009 INSTAMPIATE 69009 Z7 80218 (;FAR ]AMHSmS 680218 6 -- FRAMBASSHNBLYSCREW#SX V PHQUAD 781 A 26 BOBLC (PAR COVER 680204 21 8014 TOP RAIL 68014 29 8016 (PAR BA(7C-l1P PLATE68018 22 8013 BOTTOMRAIL 68013 30 80!94 CPAR DOOR SIDE 680194 35 - THREADED ROD 5/16-18X36' 6TRODA 31 8035 (FARHEV(BFARJNG 6Rm5 36 - -- FLANCED HEX NUT S/16-18 799@IUTA 32 - OFAR SET -SCREW #6.32x U9" 37 8009 TRUSS CLAMP 60378M 33 - I AR MTG SCREW#12x3/4"TRUSSFm. 60 - -- #9X 3/4'PHS DANE TEKSCREW 7SX34PS7W 61 8028 SIDELITE HEAD TRIM 68028 70 8010 FRAMF"JAMB 680!0 ASSEMBLYKIT 60378M6043S/SCPAALAT(2iMECHANISMASHL 80 8033B FR04CH DOOR ASSEMBLY BEAM 68U33B 34--GEARMTGSCREW#12xl]R"TAUSSHD.--- THREADEDROD5116.18X36°6TRODAFLANGEDFFFRNL7TSl16-IR7990N11fA60397RI/SSCLAMP AND6010TACKBLOCK48030UTC7FASSYS(REWS#8X2"SSPHIILTR}ID78X27PAX80075/SS}100TBOLTROD5[lIJiV it -- #10.24X21/2"PHSCREW 62 -- 930.24 HEX NUT 83 — #12X11/TTRHDTFKscREW 84 8056 SUBSEL(OPTIONAL) 65056 8043 STANDARDFIAISH BOLTS 007 SS ROD SU117V GLASS, BEADS & SILICONE 43 8031 SHOOT BOLT (RBDE 4tlU31 90 --- C3AzMS&,uANT, DOW CORNBJG899,993,9950R ULVALFM 44 SFJ001'BOLT GUIDE&STRBCE SCREW B-32X318"SSPHULTRIiD 78X38PF1X 91 - - 7q6"LAMINATEDCt ASS 16' ANN.,.090PVB3(16' HS) LEFnuso3sRuGir-sTRBGEPurEwrwsrRncnL CI7VEH04l® w5nor3sl 92 --- 7/IC LAMINATED GLASS /1G'JJS 090PVB, 3/16' HS) 46 8038E ItFT-SIRBCEPLA7EAT ASTRAGAL ACIIV&FUN(PD RI WSI10 4451 93 --- 7/16"LAMINATED(LASS(3/16" ANN.,.075VANCEVA, 3116' HS) 47 SiRBCEPLA]ES(REWSB-32X3/8'SS PEIIILTRFID 78X38PFTX 94 7/16" LAMINATED CLASS 16- HS.,075 VANCEVA, 3/16' HS48STRIKEPUTEMIDDIESCREW67AX ]fP FH 7612FPTX 95 — - 718" LAM11G '16' T U4" SPA 3116" ANN.,.090P 3116' FIS) 49 5(136 57RIKEPUTEAT HEAD&SIIL 96 -- 718" LAMLJ.G (3116' T I/4" SPA 3/16".HS.,090 PVB 3/16" HS50HFADSTRJKESCREWSSSSXV2PHBLflJ78582AX 51 S7RIKEPUTES(RLWS I1LSS 8X IDP1UIZ IH:DFRCUT kH 97 -- 7/ e" LAM11G (3' 16' T, U4" SPACF 3/16" ANN., 075 VANCEVA, 3/16' FIS 98 ----- 7/8" LAM11G '16' T, l/4" SPACF 3/16" HS. 075 VANCEY 3/l6" kis8041ACTIVE780.1SET ( ASHUTm531055022BACKBEAD68022j7XX12PFWj106K261SLBACKBEAD6SM6A 9(M4STA]NLFSS SIE9.PASSIVELO(]C( PARHUNDss8014470PRAILGBOLTDES[ Im 8023A 7/16'BEAD 68023A 80134807-[ UMRAILGBOLTD375/16":21/T"LAGBOLTS 108 V.VAA 7Ar IGBFAD 65MA. IW 127, VINYL BULB WSTP (THI 6TP247 ax • ••• • fo>tr7E•HNaoorD171ve 0K*V4WL 34275 P ' kL3i279 PA TS LIST A. LYNNMILLER, P.E. FL P.E.# 58705 ALUM. FRENCH DOOR & SIDE LITES, IMPACTY e.rrac a„k an.m o-ew x." FD750 NA 7 - 12 8000-11 Fi`n°+° c.e °"r • • • • F.K. 1?23N4 LT. 4JSg5 52 8041 ACTIVE780.1SET (ASHUTm53 5042 PASSIVETRJMSSFBAND549(M4STA]NLFSS SIE9.PASSIVELO(]C(PARHUNDss8014470PRAILGBOLTDES[ 80134807-[UMRAILGBOLTD375/ 16":21/T"LAGBOLTS 062 51 T- 1.000 L 3.636 8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL O 3.01B 050 O7 #8009 6063-T5 INSTALL PLATE 1.278 F 062 2.236 583 3.636 --+{ O2 #8003A 6063-T6 OUT -SWING SILL 050 1.353 O3 #8004C 6063-T5 OS SILL COVER O O6 1.376 583 F1 3.636{ 9#8056 6063-T610 OUT -SWING LOW SILL 4.027 1.033 .050 O#8008 6063-T5 DRIP CAP F ::: 1.074— 2.000 1.498 I-3.990- 20 # 8012 6063-T6 STILE 1.160 311 040 O6 #8007 6063-T6 SCREW COVER 1.940-1 O23 #8017 6063-T5 TOP SWEEP 075-1. 050 1938. .100 1.938 1 O 7977 1 7 8.250 - I i- 4.134 —-{ } (!72.2a0 8016 6063-T5 22 BOTTOMRAIL 21 # 8014 6063-T5 TOPRAIL241 BOTTOM SWEEP PRODUCT REVISED a complying with the FloridaBuildingCode 1 075 NOA-No. 16-0629.16 075 Expiration Date 02/24/2020 1.938 .100 1.938 O 1 1 ay1.170 MIam4-Da roduct ontrol 8.250 - I 4.434 =j O 2.544 8013A 6066-T6.• 4, e • . #8014A 6063-T5 #8015 6063-T6 56 BOTTOM RAIL, LAS" BOLTbE%C;4 ; ; TOP RAIL, LAG BOLT DESIGN 26 ASTRAGAL - so EXTRUSION PROFILES - tonri=WraoYPcrorsrve _ ......... .. o i • • • • D • • taKaws. Q 34 ALUM. FRENCH DOOR & SIDE LITES, IMPACT AOK A3 b G s,.,v re a.n. a..e e+aw. ro. & LYNN MILLER, P.E. M orr a,.a.e n.a: • • • • • • • • "i' FD750 1/2 8 + 12 8000-11 F FL P.E.# 56705FX11l13RXL.T. 4/8/DS e• • • • •• •• 2.260 075 II 27 #8021B 6063-T6 GEAR HINGE, JAMB 050 4F2.s2z 61 # 8028 6063-T5 SL HEAD TRIM F450 442 965 742 353 072 15 T 28 #8020A 6063-T6 GEAR HINGE, COVER 3.775 l i 125 .050 8056 6063-T4 a4 SUBSILL, OPTIONAL 1.169 00457 1 0 #8022 6063-T5 10 # 8026A 6063-T5 BACKBEAD SLBACKBEAD j 142 1 J rn L— .301 075 awf 1.763 2.438-- 29 98018 6063-T5 30 #8019A 6063-T6 HINGE, BACK-UP GEAR HINGE, DOOR 062 I 1.000 1 3.636 801070 #8010 6063-T6 NARROW SL JAMB 7i 50 045 T•-. 1iiiiilSSSSSS. 818 0- i4i41111_ 10 # 8 123A 6063-T5 7/16" BEAD 040 437 957 I+ 108 # 8024A 6063-T5 I.G. BEAD SILICONE HOT -MELT BUTYL Description STRUCTURAL 100 STRUCTURAL SILICONE FOAM 3/16" NOM. 5116' N( POLYISOBUTYLEN 1/4' NOM. WITH 102 Quanex Duraseal Spacer • BUTYL 8 WITH DESICCANT 103 Cardinal k Edge Spacer GLASS DESICCANT Miam Plide Product Control DESICCANT Ina SPACER FOAM EXT. GLASS E)T. GLASS— EXT. GLASS INT. GLASS INT. GLASS IN' KODISPACE SUPERDURASEAL® o 101 SPACERONXT " 1102 SPACER4SGTPS Part 11 Description Material 100 Kommerling 4SG TPS Spacer SA ern • 101 Quanex Super Spacer nXT'wlth 06Melt 13yt S•e tl s 102 Quanex Duraseal Spacer • Expiration Date 02/24/2020 Sietpr Matadals 103 Cardinal k Edge Spacer GLASS 60vWM44L $ots P.S. eo rs Ao>LlnsfL sari 1.812 P1 - T 1.000 100 J 37 #8039 6063-T6 TRUSS CLAMP 2.313 — 1 Tr 62 . 050 8029 60633- T5 SL JAMB TRIM 125 3.251 r_ 1.635 80336 6105-T5 80 FD ASS'Y BEAM rc..cmv'v' POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL LICONE SEAL ROLL -FORMED STAINLESS STEEL PRODUCT REVISEDV\\'—INT. as complying with the FloridaEXT. GLASS Building Code ttoA-to. 16-0629.16 Expiration Date 02/24/2020 GLASS GLASS By Miam Plide Product Control XL EDGE Ina SPACER ILUM. FRENCH DOOR & SIDE LITES, IMPACT ogewe ,m• au.r e-ww I.F FDM 1/2 9 + 12 8000-11 F ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS. SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACON 2 =114" ELCO SSA CRETE -FLEX 3 4112 STEEL SCREW (G5) CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 314" EMBEDMENT. 13/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8' MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS. (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SILL ......6' MAX. FROM FRAME CORNERS. JAMBS.....................I I" MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS ....11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURgTIONS: (DETAIL D, WOOD SUBSTRATE) HEAD AND SILL 6- MAS FROM FRlME "* 41S:AN$ At 3":3", 9" AND 12" MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLEb•ANCH(YRSgDLMIDECtUSTORS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4". JAMES.....................11- MA.KAOW gI:AM%C:Rft9 A$) l:.57. AAX O.C. to 7ECHNOLOGYDR NOKOM4S, FL 31273 P.O. SOX 1529 Noxow FC 94274 4/8i1l5 ANCHORAGE SPACING n.: ALUM. FRENCH DOOR & SIDE LITES, IMPACT o..n.w F075o 1/4 10 -12 8000-11 F PRODUCT REVISED az comp)ying with the FloridaBulldingCode NOA-no. 16-0629.16 Expiration Dat• 02/24/2020 By Miam" roduct Control A. LYNN MILLER, P.E. FL P.E.# 58705 11" 11' 11 3' MIN. HEAD & SILL 11" 10.571' MAX. CLUSTER JAMB ANCHORS 18.500' JAMB ANCHORS HT. QTY. MAX. O.C. HT. QTY. 953/4--(S) 95 314"- (8) 13/4" 913/4., 913/4--(5) 87314--(5) 8) 87 314" - (8) 83314" - (5) 83 314" - (7) MAX. 79 3/4" - (7) 11" DETAIL A (CONCRETE) DETAIL B (WOOD) SINGLE PANEL) SINGLE PANEL) ANCHOR TYPES: ANCHOR TYPES: 1OR2 1 20R3 ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS. SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACON 2 =114" ELCO SSA CRETE -FLEX 3 4112 STEEL SCREW (G5) CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 314" EMBEDMENT. 13/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8' MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS. (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SILL ......6' MAX. FROM FRAME CORNERS. JAMBS.....................I I" MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS ....11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURgTIONS: (DETAIL D, WOOD SUBSTRATE) HEAD AND SILL 6- MAS FROM FRlME "* 41S:AN$ At 3":3", 9" AND 12" MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLEb•ANCH(YRSgDLMIDECtUSTORS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4". JAMES.....................11- MA.KAOW gI:AM%C:Rft9 A$) l:.57. AAX O.C. to 7ECHNOLOGYDR NOKOM4S, FL 31273 P.O. SOX 1529 Noxow FC 94274 4/8i1l5 ANCHORAGE SPACING n.: ALUM. FRENCH DOOR & SIDE LITES, IMPACT o..n.w F075o 1/4 10 -12 8000-11 F PRODUCT REVISED az comp)ying with the FloridaBulldingCode NOA-no. 16-0629.16 Expiration Dat• 02/24/2020 By Miam" roduct Control A. LYNN MILLER, P.E. FL P.E.# 58705 3" MIN. _ — i I HEAD & SILL 11 3' MIN. HEAD & SILL 11" TYP.—ANCHOR TYR ANCHOR CLUSTER CLUSTER TYPICAL) TYPICAL) 10.571" MAX. JAMB ANCHORS 18.500 JAMB ANCHORS HT. QTY. HT. QTY. 95314--(5) O.C. 953/4" - (8) 91314-- (5) 2) EQ. (3) EQ. 913/4--(8) 87 3/4" - (5) SP. TYP. SP. TYP. 87314--(S) 83 3/4" - (5) 83314--(7) 79314"-(5) 11• 79314"-(7) 11" DETAIL C (CONCRETE) SEE NOTE 5I DETAIL D (WOOD) 2 OR MORE PANELS) REGARDING J (2 OR MORE PANELS) ANCHOR TYPES: APPLICABLITY OF ENCIRCLED ANCHOR TYPES: 1 OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS. SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACON 2 =114" ELCO SSA CRETE -FLEX 3 4112 STEEL SCREW (G5) CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 314" EMBEDMENT. 13/4" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8' MIN. EMBEDMENT. 3. SINGLE PANEL CONFIGURATIONS. (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) HEAD AND SILL ......6' MAX. FROM FRAME CORNERS. JAMBS.....................I I" MAX. FROM FRAME CORNERS, 18.500" MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX. O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL 6" MAX. FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS ....11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURgTIONS: (DETAIL D, WOOD SUBSTRATE) HEAD AND SILL 6- MAS FROM FRlME "* 41S:AN$ At 3":3", 9" AND 12" MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLEb•ANCH(YRSgDLMIDECtUSTORS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4". JAMES.....................11- MA.KAOW gI:AM%C:Rft9 A$) l:.57. AAX O.C. to 7ECHNOLOGYDR NOKOM4S, FL 31273 P.O. SOX 1529 Noxow FC 94274 4/8i1l5 ANCHORAGE SPACING n.: ALUM. FRENCH DOOR & SIDE LITES, IMPACT o..n.w F075o 1/4 10 -12 8000-11 F PRODUCT REVISED az comp)ying with the FloridaBulldingCode NOA-no. 16-0629.16 Expiration Dat• 02/24/2020 By Miam" roduct Control A. LYNN MILLER, P.E. FL P.E.# 58705 CONCRETE ANCHOR CONCRETE ANCHORSEE NOTE 1 NOTE 1) 1/4" MAX. 1/4" MAX. GROUT, GR SEE I I NOTE 5 II V V NOTE 5 I 3.4KSIMIN SEE CONCRETE NOTE1 TYPICAL SIDE LITE SILL DIRECT TO CONCRETE) CONCRETE ANCHOR, SEE NOTE 1 EMBED. 3.4 KSI MIN_` SEE rCONCRETE: NOTE 1 OPTIONAL SIDE LITE SILL SUBSILL TO CONCRETE) WOOD ANCHOR SEE NOTE 2 114" MAX. GROUT SE5NOTE 5 1 3/8" MIN. 2x WOOD, SEE NOTE 3 TYPICAL SIDE LITE SILL DIRECT TO WOOD) EXTERIOR INTERIOR ALL HEAD & SILL SECTIONS) CONCRETE ANCHOR SEE NOTE 1 J TYPICAL DOOR & SIDE LITE HEAD 2x WOOD SEE NOTE 3 114" MAX. WOODANCHOR, GROUT SEE NOTE 2 1 OPTIONAL SEE INOTE5a 84 13/8" MIN. 2x WOOD, SEE OPTIONAL SIDE LITE SILL SUBSILL TO WOOD) 1 3/8' MIN. I WOOD ANCHOR SEE NOTE 1/4" MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 114' SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". MIN. EMBEDMENT: 1/4" ULTRACON -1 3/8", 1/4"SS4 CRETE -FLEX -1 3/4". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 114" SS4 CRETE -FLEX - 1 3/8' MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1 /2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURIENTTC S "IOA (t ).6 •• • I I0 • • • 4 PROVIDE FOR AFULL SUPPORT DOUTHE bRL RIAs% Fa1MI AR' *TP THAT•SHOWN IN THE DETAIS1rEj1GTH OF 6063-T5 AND LS ON THIS SHEET OR 2x WOOD BUCKS.RTHE ANCHOR SHALLL MEMBER SHALL BBE A#12 1ZE SMS0 WITH FULL ENGAGEMENT J j8 THE ILUI* 00 *0THESB CWERIA ARE•MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USEjjjj 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. ANCHORAGE DETAILSw • 10707EOWS, FL Rnknrovcorvs, s a's ALUM. FRENCH DOOR & SIDE LITES, IMPA N P.O. BoxSfli gag a..nvna O..ner. nr a.esa • • • • • • FX 12113474 LT. 4d841s FD750 1/4 11 12 8000-11 PRODUCT REVISED as comp ig with the Florida Building ode NOA-No. 16-0629.16 Expiration Date 02/24/2020 BY fl Miami -D ,Product Control EMBED CONCRETE SEE 1/4' NOTE 1 MAX. _, SHIM 1x WOOD T rri SEE NOTE 3 CONCRETE ANCHOR SEE NOTE 1 J TYPICAL DOOR & SIDE LITE HEAD 2x WOOD SEE NOTE 3 114" MAX. WOODANCHOR, GROUT SEE NOTE 2 1 OPTIONAL SEE INOTE5a 84 13/8" MIN. 2x WOOD, SEE OPTIONAL SIDE LITE SILL SUBSILL TO WOOD) 1 3/8' MIN. I WOOD ANCHOR SEE NOTE 1/4" MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4" ULTRACONS OR 114' SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". MIN. EMBEDMENT: 1/4" ULTRACON -1 3/8", 1/4"SS4 CRETE -FLEX -1 3/4". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 114" SS4 CRETE -FLEX - 1 3/8' MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1 /2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURIENTTC S "IOA (t ).6 •• • I I0 • • • 4 PROVIDE FOR AFULL SUPPORT DOUTHE bRL RIAs% Fa1MI AR' *TP THAT•SHOWN IN THE DETAIS1rEj1GTH OF 6063-T5 AND LS ON THIS SHEET OR 2x WOOD BUCKS.RTHE ANCHOR SHALLL MEMBER SHALL BBE A#12 1ZE SMS0 WITH FULL ENGAGEMENT J j8 THE ILUI* 00 *0THESB CWERIA ARE•MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USEjjjj 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. ANCHORAGE DETAILSw • 10707EOWS, FL Rnknrovcorvs, s a's ALUM. FRENCH DOOR & SIDE LITES, IMPA N P.O. BoxSfli gag a..nvna O..ner. nr a.esa • • • • • • FX 12113474 LT. 4d841s FD750 1/4 11 12 8000-11 PRODUCT REVISED as comp ig with the Florida Building ode NOA-No. 16-0629.16 Expiration Date 02/24/2020 BY fl Miami -D ,Product Control EXTERIOR INTERIOR ALL SILL SECTIONS) CONCRETE ANCHOR — SEE NOTE 1. 2 1/4'M"LX- SHEET 11 1 GROUT, SEE NOTE5 iSHEET J? EMB 33.4 -KSI MINSEENOTE1, SHEET 11 TYPICAL DOOR SILL DIRECT TO CONCRETE) EMBED. SEE NOTE1, SHEET 11 INTERIOR ALL JAMB SECTIONS) EXTERIOR CONCRETE CONCRETE NOTE 1 3.4 KSI MIN CONCRETE SEE NOTE 1, 1318, SEE NOTE 2, 114- MAX, SHIM—-] SHEET 11 MIN. SHEET 11 CONCRETE ANCHOR, SEE NOTE 1 SHEET I 1/4" MAX. GROUT, FSEE NOTE 5,SHEET 11 EMBED. CONCRETE, SEE NOTE j. SHEET 11 OPTIONAL DOOR SILL SUBSILL TO CONCRETE) WOOD ANCHOR SEE NOTE 2, SHEET 11 2 114" MAX 10 GROUT SEE NOTE 1 T3WMIN. SEE NOTE 3J SHEET 11= TYPICAL DOOR SILL DIRECT TO WOOD) WOOD ANCHOR, SEE NOTE 1, SHEET 11 2 1/4"MAX. GROUT, 10 SEE NOTE 5, SHEET 11 13187 2xWOOD.— MIN. SEE NOTE 3 SHEET 11 OPTIONAL DOOR SILL SUBSILL TO WOOD) EMBED. SEE CONCRETE CONCRETE NOTE 1 ANCHOR,— ANCHOR— HEET 1'1 SEE NOTE 1, 1318, SEE NOTE 2, SHEET 11 MIN. SHEET 11 CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 3.4 KSI MIN CONCRETE OR 1.5 KSI PRODUCT REVISED MIN. CMU;- V)I Min Iththe Floridasm.9Sug de2xWOOD, I NOANo. 16-0629.16 SEE NOTE 3, 1X WOOD SHEET11 Expiration Dat* 02124/2020 SEE NOTE 3 eLSHEET11 1/4- MAX SHIM I114' MAX SHIM Sr TYPICAL DOOR& SIDE LITE JAMB kid. 0 Soo 0 0 1 LLF(G' o ANCHORAGE A. LYNN MILLER, P.E. FL P.Eft 58705 0am. nwawe- 0- -0 0 • 0 • 11OZOMS. FL 34275 Aa BQX I&V flolmw, FL W74 ZLUM. FRENCH DOOR SIDE LITES, IMPACT0 09 • o 0 .00 00 0 00 0 0 a. 1- 8000- FD750 114 1 12 - 121 11 F12,23M4 T. 4AW5 1. FX rr M IAM bDADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code: This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PW -701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless. gt Vrwise noted herein. 0 0 0 0 0 0' .. • . • RENEWAL of this NOA shall be considered after a renewal application has been Albd 8nd thq;t%n.been • • no change in the applicable building code negatively affecting the performance of this' $>' &ct. " ' • • • • • • TERMINATION of this NOA will occur after the expiration date or if there has be,pp0 revisio;1.or ghange 0 • • • • in the materials, use, and/or manufacture of the product or process. Misuse of this %Q4 As an tndtwTftent 00000 of any product, for sales, advertising or any other purposes shall automatically terrnirwo this NCIA. Failure to comply with any section of this NOA shall be cause for termination and removal of%GA.... .. 0 0 0 0 0 0 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade" CUrity, Flori'la, and followed by the expiration date maybe displayed in advertising literature. If any portion of Zka 4OA is : o • • • displayed, then it shall be done in its entirety. • • 00000* 0 000 . 0 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacZeir or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-0502.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. If/ NOA No. 15-0528.26 MIAWDADE COUNTY Expiration Date: February 19,20191 Approval Date: July 09 2015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD -720-820.1, titled "Fixed Window Installation Guidelines", sheets l through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201--94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. Submitted underprevious NDA No. 13-0502.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. 0000 Submitted cinder NOA No. 03-1105.01) • • • • C. CALCULATIONS • • • • • • • • • 1. Anchor verification calculations and structural analysis, complyingNMth FBC-gin Edition (2014), dated 05/20/15, prepared by manufacturer, signiZaMd sealadby. Anthony Lynn Miller, P.E. ...... • 2. Glazing complies with ASTM E1300-09 • D. QUALITY ASSURANCE ' 1. Miami -Dade Department of Regulatory and Economic Resource s•(R). • • 9000. Manuef Perez MADZ Product Control Exa- er NOA No. 15-0528.26 Expiration Date: February 19, 2019 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their Kuraray Butacitc® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their Kuraray SentryGlas© (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR -14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option I1 exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property --Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. Submitted under previous NOA No. 13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Jo$eph.C. Cham' .. •. • • Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 13-0502.03, issued to PGT IndustriesTo'r#keir Salles•`PW- ' 701/720/820" Aluminum Fixed Window – L.M.I." approved o • 7 /13 a d " irin . • Y • PP A1 8 g..... on 02/19/19. Manuel Per Product Controlami er NOA No. 15- 26 Expiration Date: February 19, 2019 Approval Hate: July 09 2015 E-2 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1Y2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-112" THICK OR GREATER. 1X AND 2XBUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 114' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADSIMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. QB. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAU CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOq • THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS TF+4T COME INTO CONTACT WITH OTHER DISSIMILAR MATER" SHALL MEET THE REQUIREMENTS OF THE FLORIDA • BUILDING CODE FOR CORROSION RESISTANCE. • 9) REFERENCES: TEST REPORTS FTL-3835, 3850 & 7212; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. • • • 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 • • SERIES USES AN SG INTERLAYER. THE 720 AND 820SERIM MAY ALSO BE REFERRED AS THE 701 SERIES. • 48" TIP -TO -TIP WIDTH 47' BUCK WIDTH - 44A14"VISIBLE y LIGHT WIDTH 1 B, SHEET 6 - A I - SHEETS i 12" MAX iD.C. I I / 1 MAX. 48" BUCK WIDTH - I- 45-1114' VISIBLE y LIGHT WIDTH 6' MAX._D, SHEET EET6 gUCK SHEET HEIGHT 92-1/4" VISIBLE LIGHT HEIGHT 12' D.C. 96" TIP -TO - TIP 12" MAX. O.C. B" J r6 MAX TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS ................................ 1 GLAZING DETAILS ....................... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 8 INSTALLATION, EQUAL -LEG....... 7 INSTALLATION. INT. FIN A...........8 3 INSTALLATION. INT. FIN B .......... 9 CORNER ASSEMBLY ................... 10 EXTRUSION PROFILES ................ 10 PARTS LIST ................................... 10 FIGURE 1: 12" O.C. MAX. 12"O.C. MAX// / tel 6" MAX. 7 T_ Typi 45-1/4' VISIBLE d• w • • • • • Daecdplbn ft 11111A 1 71 I 18.n AMMPVB - 396" HS 2 4 7116. 1 1113118' HS 2 3 1-1116'LamI. IG 311W T - 7116"Air - 3116'An -.DDV PVB-3/16'HS) 3 4 1.1116"Laml.10(3/167-7/16'Alr-3116'HS-.090'PVB-3178"HS) 3 5 7I18'Laml 3118'An-.090'SG-3118'An 4 8 711 ml S - .090' •(3 -3118415 4 7 1-18 ml. 16' T - /16 Ir 7 An -.090' SG - 3/78" An 5 8. 1-116'LarN (3/18: T - 110 - Ir1_HS-.D90' SG .3116' HS) 5 OSG" = "RURARAI• SENTRYGIS-IrTERLAWR" BY KURARAY AMERICA, INC. PVR•c"FftRAY9kIITACITF F•/9 INTERLAYER•BY KURARAY AMERICA. INC 0 DESIGN PRESSURE RATING IMPACT RATING VARIES. RATED FOR LARGE & SMALL SEE SHEETS 2-5 MISSILE IMPACT RESISTANCE 6" MAX. C E, SHEET 8 , IEET 7 96" G. SHEET 9 BUCK HEIGHT V4' VISIBLE LIGHT HEIGHT 48" BUCK WIDTH c') 45-1/4' VISIBLE Q LIGHT WIDTH F, SHEET 8 I f 2' MAX' H, SHEET9 4 oO F$.EET' n nn a j=_=jj 1 93-114" VISIBLE LIGHT HEIGHT 96' BUCK HEIGHT 1 I L—F, SHEET 8p ---j- 12' MAX. O.C. 2' MAX H, SHEET 9 SHEET 7 5' MAX. O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) TE( STED UNC SHAPES AS SHOWN BELOW OR SIMILAR, MAY BEUSED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FORTHAT BLOCK SIZE FROMTHE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FORALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH WIDTH I F_ WIDTH Imo- WIDTH Tj[_ — TEll, TTr— II Iw1 1 J 1L- -J Imo-WIDTH=i I--- WIDTH ----I WIDTH WIDTH1?jww w1 w11111L - J 1L WIDTH -=i Imo-' WIDTH -I Imo- MOTH - (- WIDTH T--- --- T--- TI-- T--- I 1 IWIWI1 1 1 c') Y Q i O 4 oOnnna cqONOvitrnd WN C) _i NJ pZLLco Z W 8 aUu V >< d 0 LUZ O OD Q n Noto pYp Z ZJh10 z az O o g a W o J z 0 1aaVS toW HOOz O z a1o S O Z N w 0 W G04 D X LU as tL aA1 so0 sauaS I Op1Y LYN/y 4i1 iY NO. 58705Ir r nT J TE OF ((: iS S ...jr-C, ' lilt A LYNN MILLER, P.E. RE.l158705 TABLE 2 7/16" LAMINATED GLASS STACK 091 3 3116' ANNEALED GLASS _ USED AT CURVED FRAME MEMBERS ONLY 0 11-718' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIPDIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. V a T INTERLAYER Window Design Pressure (+f-,psf)forGlass Type 1 jf 0 y LONG 518" aloa O SIDE Long Side (in) LU Z J 8 xni0 Nn I W 67-7/8 1 72 78 80 B4 88 92 96 100 104 109.112 LL 30 IAO IAO 1-80 1-80 AO 1.80 1-80 80 1-80 1.80 1-80 to 32 1.80 1-50 l$0 H$0 IAO H•80 1-80 1-80 1-80 1-80 1.80 U 34 1.80 1-80 1,60 1$0 140 1.80 1-80 1A0 1-80 I-79.8 1.79.4 36 l$0 1A0 1-80 l -BO 410 1-80 1-79.7 1-77.2 a1-75.1 I-73.4 a1-72.2 38 1 1-80 1.80 I-80 1-80 AO 78.1 1-75.2 725 1.70.3 1.68.5 1-08.3 40 1-80 1-80 1-80 1.79.8 1-77.2 1-74.3 1-71.3 7.9 1$5.1 1-634 1.69 42 IAO 1.80 1-80 1.77.4 1-74.3 1-71.3 1$82 1-84.7 1$1.8 1.59.8 1-58.2 44 80 1-80 1-78.9 1-75.4 1.72.1 1-689 1.85.8 622 159.7 1-57.5 zr j 1.80 1.80 1-77.2 1.73.6 1-70.1 1-88.8 1$3.5 1$0.3 157.7 S 4B 1.80 1.79.3 1.75.6 1.71.9 68.3 1$4.9 1$1.5 582 o 50 1.81) 1-77.5 1.74.1 1.70.3 1.86.7 1.631 H-59.7 52 79.1 1-75.8 1-724 1,68.8 1-05.1 1$1.5 N 54 77.4 1-73.8 1-70.5 67.3 1,63.5 58 1-75.8 1-72 im.8 185.3 58 74.2 1.70.3 1$8.8 60 727 1-68.7 1.65 82 1.71.2 1$7. 1 64 1-69.7 I-05-5 1 88 I-88.3 1 1 • 87.716 l$7 1 1 go* 7/16" LAMINATED GLASS STACK 091 3 3116' ANNEALED GLASS _ USED AT CURVED FRAME MEMBERS ONLY 0 11-718' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIPDIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR a GLASS TYPE 1 PVSINTERLAYER 6" HEAT STRENGTHENED GLASS 518" GLASS SITE LONG SIDE T - SHORT SIDE LONG SIDE - T - SHORT SI+DE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16' NOM. _{ 7116" LAMINATED GLASS STACK-I- sj- GLASS STACK 6" HEAT 3116" TEMPERED GLASS (i I j•j STRENGTHENED GLASS SHORT 7/16' AIR SPACE it 5 USED AT CURVED FRAME MEMBERS ONLY 29 11-71W O.C. MAX. 1-3 EXTERIOR a 22 21 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW 91AE41N THE TABLE ABOWWHICH THr•OVERAI&L DIMENSIONS COMPLETELY FIT WITHIN. 00 0 GLASS TYPE 3 3/16" ANNEALED GLASS 090' PVB V a T INTERLAYER Window Design Pressure (+f",psf)for Glass Type jf 0 y LONG 518" aloa O SIDE Long Side (in) LU Z J 8 xni0 Nn I W 67.718 72 76 80 84 88 92 98 100 104 10942 LL 30 N-80 1-80 1-80 1$0 N$0 4-B1) 1-80 1-80 1.80 IAO 1 IAO to 32 1-80 IAO 1-80 1.80 180 1-80 1-80 80 IAO 1-80 1 1.80 U 34 1.80 1.80 1.80 1-80 IAO 1-80 1-80 1-80 1.80 IAO 1 1-80 36 BO 1-81) 1-80 1$0 IAO 1.80 1.60 1-80 A0 1.80 I-80 38 1 IAO 140 1-80 l -BO IAO 80 1.80 1-80 1-79.4 1-78.4 1-74.3 40 1-80 1.80 1.80 IAO IAO 80 80 1.767 1-73.5 1-70.9 1.69 42 IAO H-80 1$0 IAO 1A0 1-80 1.77 1.73.1 0,69.6 1-08.9 1.65.2 44 140 1.80 1-80 1-80 IAO 1-77.8 1-74.1 1-70.3 1-67.5 63.9 46 1$0 1-80 1-80 1-80 1-754 1-71.7 1.68.1 1-85.1 4B IAO 1-80 I-80 1A0 733 1$9.5 1.858 11 50 A0 1.80 IAO 1-79.4 1-71.3 1.87.5 52 1-80 1.80 1-80 1.77.7 69.5 54 1-80 1.80 1-79.8 1-76 E17 56 A0 N-80 1-77.5 73.8 58 N-80 1-79.4 1.75.4 60 1.80 77.6 1.73.5 62 80 75.8 64 78.8 N-74 1 66 1.77.2 1 1 • 67-718 1-74.9 1 1 go* EXTERIOR a GLASS TYPE 1 PVSINTERLAYER 6" HEAT STRENGTHENED GLASS 518" GLASS SITE LONG SIDE T - SHORT SIDE LONG SIDE - T - SHORT SI+DE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16' NOM. _{ 7116" LAMINATED GLASS STACK-I-sj- GLASS STACK 6" HEAT 3116" TEMPERED GLASS (i I j•j STRENGTHENED GLASS SHORT 7/16' AIR SPACE it 5 USED AT CURVED FRAME MEMBERS ONLY 29 11-71W O.C. MAX. 1-3 EXTERIOR a 22 21 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW 91AE41N THE TABLE ABOWWHICH THr•OVERAI&L DIMENSIONS COMPLETELY FIT WITHIN. 00 0 GLASS TYPE 3 3/16" ANNEALED GLASS 090' PVB V a T INTERLAYER jf 0 y LONG 518" aloa O SIDE GLASS SITE LU Z J 8 xni0 Nn I W SHORT U SIDE DZI on O 0O NO CHANGE THIS SHEET r DATE: 07/02/15 m LU V a Y Q aa 0 y oon nC9 "c'jt N aloa O O? 0 MJ O Z LL u., LL f2 LU Z J 8 xni0 Nn 0()OLu W 2 CO coo U a+ oxo DZI on O 0O Z ozD. Z rn O 71) LLg JQ W Q r o N W 1aay5 Z to Q O 0 LUW Z O Z_ 1S 04 NZ U W dax LL w 171 sa0 saua5 00 (LYNN . vie i No. 50705 ' x p -is ; t U - ST, ETF 0NAL \". ' \ A. LYNN MILLER. P.E. IA11Lt 4: r) 1 Q K 0 0 0 Window Design Pressure (+l-, psf) for Glass Types 2& 4 100 O N 04 O W 30 32 34 36 87-71872 1.00 1.80 N-80 1-80 1-80 1-80 IAO 1.80 76 80 H-80 1-80 1A0 80 1-80 1.60 1.80 lAO 84 I-80 1 1-80 1.80 H-80 88 1.80 1-80 1.80 80 92 1.80 1.80 1.80 1-8D 96 1.80 1.80 1-80 BO 100 1.80 IAO 1.80 1-80 Lag B e (n) 104 109-112 I.80 +/-80 1.80 +IAO 1-80 +140 80 +1A0 112 1.80 HAO 1-80 1-80 116 H-80 80 1-80 1-80 1 120 BO H-80 80 NAO 124 1.80 I -BO 1-80 1-80 128 1.80 80 H-80 1-80 132 136 140 1- 44 IAD +I-80 +1-80 +/-80 1.80 H -BO *!-80 IAD o 38 IAO 1-80 IAO IAD 1-80 1-80 1.80 IAO 1-80 A0 +IAO 1.80 1-80 1-80 Z I Q 40 1-80 IAO A0 1-80 IAO 1-80 1-80 1-80 80 IAO +1A0 I-80 aLLu- L 42 1-80 IAO 1-80 IAD 1.80 IAO 1.80 1-80 1-80 1.90 +IAO 44 1-80 1-80 80 1.80 1.80 IAO IAO IAO 1.80 1.80 48 IAO IAD 1.80 1.80 1.80 IAO 1-80 1-80 1.80 48 1.80 IAD 80 1.80 1.80 IAO IAO 1-B0 rn 50 41-80 1.80 1-80 1-80 1.80 1-80 1-80 52 I-80 1-80 IAO I-80 IAO 1.79.1 rn 54 1$0 1-80 1-80 1A0 H-78.6 58 80 1-80 1-80 1-79.1 58 1-80 1-80 AO 60 1-80 IAO 1-79.3 62 N.80 80 64 1.80 1 +1-80 66 1.80 67-718 80 NOTES: 1) BUCK DIMENSIONS SHOWN. FORFLANGEDWINDOWS, SUBTRACT V FROM THE TIP -TO -TIPDIMENSION TO DETERMINETHEBUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1116" NOM. TABLE DIMENSIONS MAY BE 7116' LAMINATED GLASS STACK - 7/16" LAMINATED ORIENTED VERTICALLY OR GLASS STACK I GLASS STACK HORIZONTALLY AS SHOWN. LONG 4G -S B INTERLAYER 3/16- TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS SIDE HEAT • 3/16' NEAT STRENGTHENED GLASS - LONG SIDE 3116" HEAT STRENNGTHENEDGLASS 7/16' AIR SPACE .090" PVB INTERLAYER T- 4 11 SHORT 5 i SIDE USED AT CURVEDUSED AT CURVED ---- 111_ j SHORT FRAME MEMBERS ONLY8' FRAME MEMBERS ONLY 29 SirSIDE 11-7/8" O.C. MAXS BITE ({j 11-718.O.C. MAX. GLASS BITE 1 1-3 EXTEEXTERIORLONG SIDE G] 22 21 13 GLASS TYPE 2 • • • • • • • • • • • • GLASS TYPE 4 SIDEsSDE b LONGf/ SIDE LJ I I SHORT1SIDE r 0: 0 0% • • 00 . . . . PRODUCT REVISED Plying with lhp Florida Building Code 15-052Accpl-No P%DinAial Date NO CHANGE THIS SHEET e DATE: 07/02115 b Y Y Lu r) 1 Q K 0 0 0 n C'j 100 O N 04 O W oN J J Or O z W N LLL m Z l0u.xo a 0 U U XD) 6 W 0 W Z O 2 °D1- m O 5 O' bNJMD W n> pY Z o o Z Il z 0 W LL g J Q J QI... O m n LUK 1aay5 Z I Q O W a Z all'sZa OLu aLLu- L s corns VYNN No. 56705 F'!OIZIVI . A. LYNN MILLER P.E. P.£.# 58705 7/16" LAMINATED 1 GLASS STACK I SGINTERLAYER z DATE: 07/02/15 151 1 3116' ANNEALED GLASS u1 Window Design Pressure (+f-, psf)forGless type 5 YU) Q aa Ling Side (in) 4 11 O Ling Side(in) 80 B4 88 92 98 100 FRAME MEMBERS ONLY 29 109-1/2 67.718 1 72 76 1 80 84 BB 1 92 96 1 100 104 109.112 30 901-125-4 «901-120 +901-115.5 +90'-111.5 +901-108.5 901.106 +9D/-104.5 +901-103.5 +901-1025 +901-100.7 +W-97.9 gpl-92.1 32 901-116.9 +90'-1108 +801-105.3 +901-101.6 +901-967 901-95.7 901-923 901-90.6 901-90.3 1.89.9 1.89 1-87.3 34 901-106.9 +901.103 901.968 901-95.1 901-91.8 1-88.2 I-84.4 181.5 180.1 1-79.8 1-79.4 1.76.4 36 901-102.8 +901-97.1 901-928 88.9 1-85.5 1-826 1.79.7 1.77.2 75.1 1-73.4 1-72.2 al°as 38 901-96.4 901-922 1-867 1-83.2 1-80.7 1-78.1 1.75.2 1.725 70.3 1-88.5 1.88.3 1-85.2 +1-81.4 40 901.94.6 I-88.2 1-82.6 I-79.8 I-772 1-74.3 1-71.3 1-87.9 1$5.1 183.4 1.61.8 1 42 901-91.3 1-84.7 80.7 1.77.4 1-74.3 1-71.3 1.88.2 1-647 481.6 159.8 1.58.2 44 1.88.3 1.82.4 1-78.9 1-75.4 1.721 1.68.9 1-65.6 1-622 159.7 157.5 52 fi 46 1$54 1.80.8 1-772 1-73.6 1-10.1 1.66.8 1-63.5 1-60.3 57.7 1-76 +1.71.8 o_ 48 1-827 1.79.3 75.6 1-71.9 I-68.3 1.64.9 1-61.5 562 m 50 0.9 1.71.5 1-74.1 1-70.3 1-66.7 1-63.1 159.7 F 52 79.1 1-75.8 1-72.4 1 +158.8 1415.1 151.5 82 180.4 +1-75.8 n 54 1-77.4 73.8 1.70.5 1 +187.3 1-63.5 84 1-78.8 +1-74 58 1-758 N-72 1-68.6 1-65.3 58 742 00.3 1.66.8 80 1.727 189.7 185 62 1 +/-71.2 1 +187.1 64 189.7 86 188.3187-718 1 +1-67 7/16" LAMINATED 1 GLASS STACK I SGINTERLAYER NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THETABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: z DATE: 07/02/15 151 1 3116' ANNEALED GLASS u1 3116' ANNEALED GLASS YU) Q aa Ling Side (in) 4 11 O USED AT CURVED 80 B4 88 92 98 100 FRAME MEMBERS ONLY 29 109-1/2 O LL N J p Z 0 LL co 5/8' 901-130 +901-130 +901-130 901-126 +901-122.5 +90/-119.8 +901.118.1 it -7/B' O.C. MAX. 901-109.9 GLASS BITE 901-130 +90'-1251 +901.118.9 +901-1146 +9DI-111.5 LONG SIDE 1-3 34 901-123.1 +901-1164 +901.111.7 +90'-107.5 +901-103.8 +901-99.7 T_ gpl-92.1 EXTERIOR 1-90 SHORT SIDE 36 20 13 901-93.3 l-90 1-87.3 GLASS TYPE 5 L 1.81.2 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THETABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE 6: I- LONG SIDE T_ SHORT SIDE TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16' NOM. GLASS STACK 7116' LAMINATED GLASS STACK 3116' TEMPERED GLASS -l3/1 ANNEALED GLASS16' A ANNEALED GLASS 7116" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 0 11.7/8' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT JO' R LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, TO FLANGE AND QUAL-LE-ev-A JD NOT UV-%TH FlFTF IAM DV % WS, THE TABJE AB WHICH THE L..IMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY EXTERIOR a GLASS TYPE 7 090' SG INTERLAYER L 518' GLASS BITE J/ I SHORT SIDE L- I LONG SIDE I SHORT SIDE PRODUCT REVISED m complying with the Florida Building Code t5 OraF Q NO CHANGE THIS SHEET z DATE: 07/02/15 Window Design Pressure (+f-, psf) forGlass Type 7 U u1 c YU) Q aa Ling Side (in) O 67-718 1 72 76 80 B4 88 92 98 100 104 109-1/2 O LL N J p Z 0 LL co 30 901-130 +901-130 +901-130 901-126 +901-122.5 +90/-119.8 +901.118.1 901-117 r90'-1158 +901-112.7 901-109.9 32 901-130 +90'-1251 +901.118.9 +901-1146 +9DI-111.5 901-108.1 +901.104.3 +901.102.4 +901.102 +901-101.4 9d-99.7 34 901-123.1 +901-1164 +901.111.7 +90'-107.5 +901-103.8 +901-99.7 901-95.3 gpl-92.1 901-90.5 1-90 189.8 36 901-116 +W-109.8 +901-104.8 +90'-100.5 +901-988 901-93.3 l-90 1-87.3 184.9 182.3 1.81.2 38 901-111.2 +90Y-104.2 +901-97.9 901-94 +9D/-91.1 1-88.2 184.9 1.81.9 1-79.4 1.76.4 74.3 z 40 901-106.9 +90-99.8 +901-934 901-90.1 +1.87.2 1-84 1-80.5 1-767 1.73.5 1.70.9 1-69 al°as 42 901-103.2 +90'-95.7 +901-91.2 187.4 +184 1$0.6 I -TI 1-731 1-69.6 188.9 1.2 X_ 44 901-99.7 +90'-93.1 +189.1 1-85.2 +1-81.4 1.77.8 I-74.1 770.3 187.5 1-63.9 0 46 901.96.5 +91Y-91. 3K+I-79_5 1.83.2 +1-79.2 1-754 1-71.7 1 145.1 48 901-93.5 •189.6 1-81.2 +1.77.2 1-73.3 1-69.5 85.8 50 901-91.4 +187.8 1.79.4 +1-75.3 1-71.3 181.5 YP 52 I-89.4 +1.65.5 1-71.7 +1-73.5 1-89.5 to 54 187.5 +183.4 1-76 +1.71.8 58 1.85.6 +181.4 1-73.8 58 1.83.8 +1.79.4601821 +1-77.8 e 82 180.4 +1-75.8 84 1-78.8 +1-74 86 1-77.2 67-718 1-74.9 I- LONG SIDE T_ SHORT SIDE TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1/16' NOM. GLASS STACK 7116' LAMINATED GLASS STACK 3116' TEMPERED GLASS -l3/ 1 ANNEALED GLASS16' A ANNEALED GLASS 7116" AIR SPACE USED AT CURVED FRAME MEMBERS ONLY 0 11.7/8' O.C. MAX. NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT JO' R LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, TO FLANGE AND QUAL-LE-ev- A JD NOT UV-%TH FlFTF IAM DV % WS, THE TABJE AB WHICH THE L..IMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY EXTERIOR a GLASS TYPE 7 090' SG INTERLAYER L 518' GLASS BITE J/ I SHORT SIDE L- I LONG SIDE I SHORT SIDE PRODUCT REVISED m complying with the Florida Building Code t5 OraF Q NO CHANGE THIS SHEET z DATE: 07/02/15 m rc U u1 c YU) Q aa O N da NN N 0 N00 0 N O LL N J pZ0LLco Z 5a r V o w 0 L) X rLU m O 7 9ma O O O Z Z dZ tq Q JJ J LL O d Q F - Bi N W hays a z OfOf rn O w ZaZal°as O z rwX_ a aw LL 0 epli asa0 sauas 11 II.YNN flzj P.'• \CENSE •. 'P . No. 58705 %tic l SATE I ass/on/n- t=' A. LMI LLER, P.E. P.E1158705 IABU: /: M Y EXTERIOR 11 1 3LI20 . .. • Window Design Pressure (+/-, psf) for Glass Types 6 & 8 22 21 GLASS TYPE 6 • • 30 32 34 67-718 901-130 901-13D 901-130 72 901-130 901-130 901-13D 76 901-130 901-130 901.130 80 901.130 901-13D 901.130 B4 901.130 901.130 901-130 88 901.130 901.130 901-130 92 901-130 7901.130 901-130 98 100 901-130 +901-130 901-130 +901-130 901-130 +901-130 Long Side (in) 104 109-Y2 901-130 +901-130 901-130 +901-130 901-130 +901.130 112 118 901.130 +901.130 901-130 +901-130 901-131) +901-130 120 901-130 901-130 901.130 124 128 132 138 140 144 901.130 +901.130 +901-130 +901-130 +901-130 +90/.130 7901.130 +901.130 +901.130 +901-730 +901-130 901.130 +901-130 +901.130 36 901.130 901.130 901-130 901-130 901.130 9()1.130 90/•130 901-130 +901-130 901-130 7901.130 901.130 7901.130 901.130 901-130 +901-130 o 38 901-130 901-130 901-130 901-130 90!-130 7901-130 901.130 901-130 +901.130 901-130 +901-130 901-130 +901.129.2 7901-127.3 1ea45 40 901.130 901-130 901-130 901-130 901-130 90/-130 901.130 901-130 -901.130 901-126.8 +90/.1232 +901-171 a,oag O 42 901-130 901-130 901-130 901.130 901.130 901.130 901-130 90'-129.3 +90'-123.2 +901-119.7 +901-118.4 3: O X W 44 901-130 90/.130 7901-130 790/-130 901-130 7901-130 901-130 +9ry-124.5 +90'-119.4 +901.115 saua5 G 48 901-130 901.130 901.130 901.130 790/-130 901-130 +901-126.9 7901-120.5 +90'115.3 48 901.130 901-130 901.13D 901-130 901-130 1 913/129.7 +901-123 +90'-116.5 m 50 901.130 901.130 901-130 901-13D 901430 0-126.2 +89.41-119. N 52 901-130 901-130 901-130 901-130 79()1.130 1 +81)(11-123 54 901-131) 901430 90/430 901-13D +88.81.127.1 56 901-130 901-130 901-130 +89.41-129 58 901-130 901.130 901.131) 60 901-130 901.130 +89.61-129. 62 901-130 901-130 84 901-13D 901-130 88 901-130 87-718 901-130 NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1- FROM THE 71P -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 1-1/16" NOM. 7116" LAMINATED GLASS STACK 7/16" LAMINATED GLASS STACKGLASSSTACK 3/16" HEAT STRENGTHENED GLASS090" SG INTERLAYER 3/16' TEMPERED GLASS 3116" HEAT 3/16" HEAT STRENGTHENED GLASS 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116' AIR SPACE .090" SG INTERLAYER 4 11 g2l 1- J1. USED AT CURVED USED AT CURVEDFRAMEMEMBERSONLY29518" FRAME MEMBERS ONLY" x111-7/8" O.C. MAIC GLASS BITE 11-718" O.C. MAX. GLASS BITE EXTERIOR it lfTl 13 M Y EXTERIOR 11 1 3LI20 . .. • Cr • 22 21 GLASS TYPE 6 • • GLASS TYPE 8 0 000 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE LONG SIDE I SHORT 1SIDEISHORT J_. SIDE r- LONG SIDE SHORT d SIDE J L E j LONG SIDE SHORT SIDE a NO CHANGE THIS SHEET r DATE: 07/02/15 a L z u M Y Q asC ItL] UI 04 1-- a o0 0 W cm 9d0Lj fn O pOLLNJOZLLf W Zi 8a Nr m LJ 7o L) WZ of 1=NFWca0CD9M0 o > C5 ornZ0_ Z .-. O MF g JQ Q LL O u yLU 1ea45 Z D O to z O Z_ILK a,oag O Z NN wLU r, 3: O X W LL D- u - a91/ sa0 saua5 ONV ILYNN ,bid PCI..•' 10ENSF fl, 9 No. 50705 Sz , q'w 5/UNAL EC A. LYNN MILLER, P.E. RE.A 58705 EDGE DISTANCE INSTALLATION TYPE A 4ILA WINDOW EXTERIORBUCK HEIGHT TIP•TO-TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-314' 2X WOOD SUCKSTRIP ORFRAMING, SEE NOTE 2. THIS SHEET 1EMBEDMENT L 2114' MAX 1 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B, THIS SHEET USED AT CURVED FRAME MEMBERS ONLY Q 11-718- D.C. MAX. INSTALLATION INSTALLATION EMBEDMENT TYPE C TYPE B EMBEDMENT 1X WOOD BUCKSTRIP, 1/4' MAX SEE NOTE 2, THIS SHEET • ` I SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE EDGE . S SEE TABLE 8, THIS SHEET DISTANCE 114' MAX. SHIM 12 STEEL SELF -DRILLING SMS 135), SEE TABLE 8, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING fi EXTCjE RRIIOR MIAMI-DADE APPROVED MULLION SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET Anchor Subalreta Mln. Edge Diatence Min. Embedment EXTERIOR CONCRETE/CMU4 PER ANCHOR VISIBLE LIGHT WIDTH = 5 REQUIREMENT WINDOW BUCK WIDTH -2-314' Aluminum, 6063-T5 min. B' 0. WINDOW BUCKWIDTH CONCRETEICMU A36 Steel 318' 0.063" TIP -TO -TIPWINDOWWIDTH -- PER ANCHOR Steel Stud Gr. 33 min. 318' 0.045' 18 Ga)' REQUIREMENT HORIZONTAL SECTION A—A INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATHTHE BEADING fi EXTCjE RRIIOR MIAMI-DADE APPROVED MULLION SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS SHEET Anchor Subalreta Mln. EdgeDiatence Min. Embedment Mex O.C. SPeclrg N12 or #14 410 SS Screw T. Southern Fine (S =0.55) 9! 1.31 ' 12 Aluminum, 6063-T5 min. B' 0. 12 A36 Steel 318' 0.063" tY Steel Stud Gr. 33 min. 318' 0.045' 18 Ga)' 12' 12"#14 9leel Screw (G5) P.T. Soulhem Plne SG=0.55) 9118' 1.316' 12' Aluminum, 606310 min. 318' 0.063' ' 12' A38 Steel 318' 0.083" 12' Steel Slud, Or. 33 min. 3!8' 0.045' (18 Ge)' 1Y 114' 410 SS CreleFkx Ungrouted CMU, (ASTM C00) 2-1/2' 1-1/4' 12' Concrete (min. 3.35kel) 1' 1.314' 12' 114' Steel Ultmcon Concrete (min. 2.65 e t' 1314' IT Concrete (min. 2.85 k4B 2-1/Y 13/8' 26 1Y Ungrouled CMU, (ASTM 080) 2-112" 1-114' 12' Grouted CMU ASTM C-90 2-112" 1J14' 1Y 5 16' Steel Uhrecon Concrete (min. 3.5 kelj 1-V4' 1.3/4' tY Orouled CMU ABTM C-00 2-112" 1.3/4' 12' NO CHANGE THIS SHEET a DATE: 07 02/15 m z i z Ln 5 Q 1/4' MAX SHIM r im O CC4 O W o zLL LL N J toZLLt0 Z 8u.xa0 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL - U U X 6 LU 0 1X WOOD BUCKSTRIP, W ro O 1 5 SEE NOTE 2, THIS SHEET o> OYp a Z o z L ' EMBEDMENT 0: v i• .: CO 1•RE1E PiR • • RNCROR• • 000 RE QIRER>:ErR • • INSTALLATION NOTES: 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOWEMBEDMENT AND EDGE DISTANCE LIMITS. O Q ZO ON THIS SHEET AS '1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'. 1X WOOD BUCKS ARE II• EDGEINSTALLATIONY TYP. ANCHORTYPE. EMBEDMENT DISTANCE • • AND EDGE OISTAW)f I•ER • TYPE B • • • SUBSTR,*E, SEE TAB!E 8, THI9SHI11ET • 3-B: 2. WOOD BUCKS DEPICTEDOPTIONALIFUNITCANBE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X' ARE 1-11Y THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING URISDICTION. VERTICAL SECTI(3 • • • f • Z FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 5 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. NO CHANGE THIS SHEET a DATE: 07 02/15 m z i z 1111111111/!/, LYNN No.SC7D5 DI 7 LS ;^= ST WE OF ORIDI". CN% 0 N/\ ',; 1/1111111 A. LYNN MILLER, P.E. P.E.# 58705 Ln R Q r im O CC4 O W o zLLLL N J toZLLt0 Z 8u.xa0 LL - U U X 6 LU 0 W ro O 1 5 Na90 o> OYp a Z o z L ' g O Q ZO co saysrnZ5 Zz a 0 ZLLZ W240N °0KW' 0WX g aaLLUL efl!1 sa0 saua5 1111111111/!/, LYNN No.SC7D5 DI 7 LS ;^= ST WE OF ORIDI". CN% 0 N/\ ',; 1/1111111 A. LYNN MILLER, P.E. P.E.# 58705 EDGE DISTANCE INSTALLATION TYPE E EXTERIOR WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -314' 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET EMBEDMENT EDGE DISTANCE 114' MAX 2 SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9, THISSHEET USED AT CURVED FRAME MEMBERS ONLY 0 11-718' O.C. MAX. 1/4' MAX. SHIM 12 STEEL SELF -DRILLING SMS G5), SEE TABLE 9, THIS SHEET INSTALLATION TYPE H INSTALLATION TYPE G e-+ EMBEDMENT y 114' MAX SHIM 6 CONCRETE/CMU PERANCHOR REQUIREMENT r I EXTERIOR MIAMI-DADE APPROVED MULLION SEESEPERATE NOA), ALUMINUM. O STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET INSTALLATION Substrata TYPE F 11O 5 EMBEDMENT 1X TE 2, THIS SHEETSEENOTE2, THIS SHEET WBUCWIDTH WINDOW BUCK WIDTH 9l 8' 1 TYP. ANCHOR TYPE, EMBEDMENT AND 2` A38 Steel 318' 0.083' • 1Y EDGEEDGEDISTANCEPERSUBSTRATE, or p14 Steel Scrcw (GS) P.T. Southam Pine (SG=0.55)' K 1-318' 12' N12 DISTANCESEETABLE9, THIS SHEET SteN 0.083' ` 12' Steel StudGr. 33 mh.' 0.045' 18 Oa 1YUnprouled SS CreleFlex EXTERIOR \ Substrata VISIBLE LIGHT WIDTH - 11O 5 WINDOW BUCK-2-314' e12 or M14 410 99 Screw WBUCWIDTH WINDOW BUCK WIDTH 9l HORIZONTAL SECTION C -C f . CONCRETE/CMU PERANCHOR REQUIREMENT Anchor Substrata Min EdgeDletanee Mln. Embedment Max O.C. Spaeft e12 or M14 410 99 Screw P.T. Southem Fine (SG=0.55) 9l 8' 1 Aluminum, 606375 min. •083` ` 2` A38 Steel 318' 0.083' • 1Y Steel Stud Gr. 33 min. r-. 00.045' 18 Ge ' 12' or p14 Steel Scrcw (GS) P.T. Southam Pine (SG=0.55)' K 1-318' 12' N12 min0.083' • 12' A38 SteN 0.083' ` 12' Steel StudGr. 33 mh.' 0.045' 18 Oa 1YUnprouled SS CreleFlex CMU, (ASTMC-90) 1-114' t2' 114'410 Concrete (min. 3.35 kei)13/4'tYConcmte(min. INSTALLATION NOTES: Steel Ullrecon 2.85 kei1.314'12' 114' CNC NORAt, C • 0 Con°rete(min65keq 1318'17Un9routedCMU, (ASTM C.90) 1-114' 12' CMU ASTM C-907 1.314'12' 5116' 31ee1 UkroconConcrote(min.3.54' TIONINSTALLATION 1-3/4' 1314' 12' GroutedCMUASTMY 12' PRODUCT REVISED as complying with the Flmlde Building —N15-0528.26 NO CHANGE THIS SHEET DATE: 07102/15 5r Y Q aa 114* MAX SHIM a 3 1- 0NV MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. O N 1X WOOD BUCKSTRIP, to K oN SEE NOTE 2, THIS SHEET Wz W 75ux 6 n 0 CANCREVE PIER • • • EMBEDMENT a ~ ! 00* • INSTALLATION NOTES: CNC NORAt, C • 0 Y'EIR""Y' 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ZO LLO ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTALTHICKNESS IS LESSTHAN 1-112'. 1X WOOD BUCKSARETIONINSTALLATION2. WOOD BUCKS DEPICTEDBEINSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1-1/2' THICK OR GREATER. EDGE TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVINGTYPEDISTANCE • • • AND EDGE DIS"49E PER • INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO SUBST it. SEE TRBLE 9, A1IS 1lHEL•r *JURISDICTION. VERTICAL SEC -Ma D,b • • • • • • • • • 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TOWHOLE PRODUCT REVISED as complying with the Flmlde Building —N15-0528.26 NO CHANGE THIS SHEET DATE: 07102/15 1- ....... I VV LYNN IGENS •' <<F i 7YP •' F . 9 No. 50705 1S 5Q its ST TE Or F(ORIDP,.'.\\/`. C S S ONAL1111111 '`• A. LYNN MILLER, P.E. P.E.0 58705 tD Y Q aaa3 0NVa1o0O N 0 Nv N A to K oN 0 J O z LL 0 LL (0 Wz W 75ux 6 n V D) o 0 0 0 X Z 10 o r W m O Op v 0 z 9mo o Z d Z 0 ZO LLO z 1aa4S O z Q Z al°JS nO LU J NN iY n op LU a aXf=7 lL W apli rose. ceueS 1- ....... I VV LYNN IGENS •' <<F i 7YP •' F . 9 No. 50705 1S 5Q its ST TE Or F(ORIDP,.'.\\/`. C S S ONAL1111111 '`• A. LYNN MILLER, P.E. P.E.0 58705 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE --I EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET INSTALLATION TYPE 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2 -3/4" EIGHT - 2 -3/4" INSTALLATION TYPE J 2XWOOD BUCKSTRIP OR FRAMING, SEEINSTALLATION NOTE 2, THIS SHEET INSTALLATION TYPE J TYPE K EDGE EDGE DISTANCE DISTANCEr— SHIM EDGE DISTANCE O 2XWOOD BUCKSTRIP 2X WOOD BUCKSTRIP OORFRAMING, SEE OR FRAMING, SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET 1/4' MAX TYP. ANCHORTYPE, EMBEDMENTAND SHIM EDGE DISTANCE PER SUBSTRATE, r ;1 SEE TABLE 10, THIS SHEET EMBEDIMENT USED AT CURVED 1 FRAME MEMBERS ONLY L 11-7/8' O.C. MAX. 1/4'N INSTALLATION TYPE L 10STEEL SELF -DRILLING SMS G5). SEE TABLE 10, THIS SHEET 2X WOOD BUCKSTRIP EXTERIOR OR FRAMING, SEE Substrate Distance NOTE 2, THISSHEET v MAX SHIM MIAMI-DADE APPROVED MULLION1/4" SEE SEPERATE NOA), ALUMINUM, P.T. Southam Pine SG=0.55) STEEL FRAMING OR STEEL STUD. 5' SEE SUBSTRATE PROPERTIES, P.T. Southam Pine SG=0.55 TABLE 10,THIS SHEET 5" viDlfA1 E 1/2" 5' EMBEDMENT 11) 1,— EXTERIORfvJ4 VISIBLE LIGHT WIDTH = 5 WINDOW BUCK WIDTH - 2.314' WINDOW BUCK WIDTH HORIZONTAL SECTION E -E TABLE 10: Min. Edea Max. O.C. Anchor Substrate Distance Spacing 2.1/2" X.113- Box Nall P.T. Southam Pine (SG=0.55 5118' S" Common Neil P.T. Southam Pine SG=0.55) 31W 5' 2-112' z .145' Roofin Nail P.T. Southam Pine SG=0.55 31W 5" P.T. Southam Pine (S -0-55) 1/2" 5' 0.093" Aluminum, 6083-T5 min. 5/16' 5" 10 x 1' Slee) Screw' 1/18" A36 Steel 5/16' 5" 1Stud, Gr. 330.045" 8 Ga) Slee) 5/18" 5" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE INSTALLATION NOTES: YP. A MORYVPE, 6ABgbmM 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. 1X WOOD BUCKS AREOPTIONALIFUNITCANBEINSTALLEDDIRECTLYTOSOLIDCONCRETE. WOOD BUCKS DEPICTED AS "2X' ARE 1-10 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR ASAPPROVED BY AUTHORITY HAVINGVERTICALSfsZTldlliFJURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TOTHE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. 7 NL U n oloa O oNQ11 O rn Oo V)OE WZ r0 N Z LL LL co J NO CHANGE THIS SHEET e DATE: 07/02/15 O Y Y 0p1V (LYNN Q .' LIGENSF '. Fn No. 58705 it STATE OF 1141 10tyclAL lll l l 1'111 A. LYNN MILLER, P.E. P.E.# 58705 c1 a 2 3 Q a 00 V 7 NL U n oloa O oNQ11 O rn Oo V)OE WZ r0 N Z LL LL co J vrv,a 0 U L) Xrn d W 0 O 0 ariawto O 0 7 Z O z Li Z 5 LLO J co p IawS a p OFg Fz- Z z 0 3 F NN W oLU z 33XZLD- LL LL a11!1 0 soucS 0p1V (LYNN Q .' LIGENSF '. Fn No. 58705 it STATE OF 1141 10tyclAL lll l l 1'111 A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION TYPE M ' FOR THIS INSTALLA],I-. METHOD ONLY, ANCHORS MAYBE MORE THAN 6" O.C. EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT - 2-314' INSTALLATION TYPE N 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET I EMBEDMENT 1/4' MAX SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET USED AT CURVED EDGE DISTANCEFRAMEMEMBERSONLY @ 11-7/8" O.C. MAX. I— k, CONCRETE/CMU PER ANCHOR REQUIREMENT 1/4" MAX. SHIM INSTALLATION TYPE O THIS INSTALLATION HOD ONLY, HORS MAY BE NOfF®R MORE THAN6' O.G. N12 STEEL SELF -DRILLING SMS 135), SEE TABLE 10, THIS SHEET INSTALLATION TYPE M INSTALLATION EMBEDMENT METHOD ONLY, 11 FOR THIS INSTALLATION TYPE N ' EMBEDMENT 1/4' MAX ANCHORS MAY BE NO SHIM • MORE THAN 6" O.C. I WOOD BUCKSTRIP, SEE 2XWOOD BUCKSTRIP NOTE 2, THIS SHEET ORFRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, ' 6 SEE TABLE 11, THIS SHEET 3 O EDGE DISTANCE 11 4 11 CONCRETE/CMU PER ANCHOR VISIBLE LIGHT WIDTH = .,.I REQUIREMENT WINDOW BUCK WIDTH - 2-314' EXT WINDOW BUCK WIDTH EXTERIOR V HORIZONTAL SECTION G -G 21 TYP. ANCHOR TYPE, EXTERIOR 6 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET 1/4" MAX SHIM MIAMI -DADS APPROVED MULLION SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET 1X WOOD BUCKSTRIP, SE; NOTES 2, THL4 SUET • • Anchor Substrate Min. EdgeDistance Min. Embedment Max. O.C. spacing 012 or 014 410 SS Screw P.T. Soulhem Pine 843-0.55 0116' 1316' 6' Aluminum 808375 min. 318' 0.083" 8' A38 Steel 318' 1 0.083" 8' Steel Stud Gr. 33 min. 3/8' 1 0.045' 16 Ga ' 8' N12 orN14 Steel Screw (GS) P.T. SouthernPine SG=0.55 9116' 13/6' S. Aluminum, 6083.75 min. 3/8" 0.083" 8' A38 Steel 318' 8.083" 8 8' Steel Stud, Cx. 33 min. 318' 15_45'(l Ga 114' 410 SS CreteFlex Ungrouted CMU, ASTM C-90 2-1/2- 1.1/4' 1Y Concrete (min. 3.35 ksl) 1' 1-3/4' 12, 1/4' Steel U9recon Concrete min. 2.05ksI 1' 1-314' 12, Carerele min. 2.BS ksl 2-1IY 1316 1Y U routed CMU, A97M C410 2-1/Y 1-1I4' 12 Grouted CMU ASTM G90 2-1/Y T&P IT Still" Steel Utrecon Concrete min. 3.5 ksl 1.114' 1314' tY Grouted CMU ASTM C-90 2.117 1314' I 1Y MIN. UrJ I -- INSTALLATION m mu.....v.,.",,..,.-. INSTALLATION NOTES: ENT - • •' ' '} •' • • • • • • • • Is 1. USE ONLY ANCHORS LISTED ONTHIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-112'. 1X WOOD BUCKS AREOPTIONALIFUNITCANBEINSTALLEDDIRECTLYTOSOLIDCONCRETE. WOOD BUCKS DEPICTED AS "2X" ARE 1-112' THICK OR GREATER. I• EDGE INSTALLATION TO THESUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYOTHERS ORASAPPROVED BYAUTHORITY HAVING 1 DISTANCE • • • • • • • • • •• • JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL S AAW-q 000 • • • 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. O L7 N n aro0 O lY C. Y N M 0 o NpjOJDIJ Cco, 3ZLL ` LL CD y/ Z W Bp UU XD d PRODUCTREVISED ascomplying withtheF"M Building CodeAccepmnmNo IS- pirerionDale Iq ByMi a uct Control r NO CHANGE THIS SHEET DATE: 07/0 J15 x e" W c2 Q tYO L7 N n aro0 O lY C. Y N M 0 o NpjOJDIJ Cco, 3ZLL ` LL CD y/ Z W Bp UU XD d W Z O MI— LU m O 7C ONJMO QO - z Z a Z g J LLO Q 1aa45 Z 0 0 o g zZ zZ_ i U) NN V W KXZ as LL LL all!1 Jsap runes tNVOWN 1 T ///' YO , ......,'Isis 1`40. 58705 N A. LYNN MILLER, P.E. P.E.N 59705 m i 10 ALL CORNERS TO 1 USE GASKET AND/OR SEALANT I V% 30 ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 90'CORNER FRAME ASSEMBLY F/ EQUAL-LEGFRAME E FRAME ANGLED/CURVED FRAME ASSEMBLY ASSEMBLY DETAILS FOR FIN FRAMES 90' CORNER FRAME ASSEMBLY I m ' I 10 1 m ALL CORNERS TO USE GASKET AND/OR SEALANT EQUAL -LEG FRAME NGE FRAME TERIOR ELDS SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS Item PaTP.n# Description Material 1 I 4253C IFlanged Frame Alum. 6063-T6 2 1 4285 Equal -leg Frame Alum. 80133-T5 3 4256 lIntegral Fn Frame Alum. 6063•T5 4 4255 7/16" Laml. Glass Bearing Alum. 6063•T5 6 1 4254 JI.G. Glass Beading Alum. 6063-T5 8a 1 4270 linstallation Fastener Corer Alum. 6063.76 6b 4224 Installation Fastener Cover Rigid PVC 10 1 705890 lGasket (at g0' comer joints) Poleth )ene 11 1 TP247/8 lVinyl Bulb Weatherstrip • Flax iPVQI Duo. 86+101 13 1 jDo. 899, GE 7700 Silicone or Equl* 20 71662K Isetting Block, Mono. 3118" x 711 ' >Z' an, t - 21 71704AK Selling Block, I.G. 3/16" x 1-3/37'x4" Neoprene, DIro. 85+/-1 22 CURAK716 711(3" DuraSsai Spacar 29 6 x 1-114" FH SMS • • Stanlees Steel e e 30 781PQX 8 x 1" Quad PH SMS • e Stai ss teal 09" 0 1 L-- 062' 1.875' . 438' I1.000' L I 500" — .050"0006 OFLANGE FRAME 4253C, 6063-T5 s7o" 875' 050- 7/16" LAM) 1 GLASS BEADING 11`4 #4255,6063-T5 0:0 •• • • ANGLEDICURVED FRAME ASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS L438 094" 074".O6Y1.375' i.050,._ OEQUAL -LEG FRAME 4285, 6063-T5 j—{ p Ljgi1 -- . 346' 875 R It— .050• I.G. GLASS 5 BEADING 4254,6063-T5 2.784' 094' — — 074' 062' 1.375' t —Ir - 500" 438" T P- 050"moos 1.125' J . 077' 3 FIN FRAME 4256, 6063-T5 11.037- 050+ INSTALLATION 6a FASTENER COVER 4270, 6063-T5 RODUCT REVISED i complying with rhe Florida uilding Code (5 - Z% ccepimlm No xFiretial gu %10 t q NO CHANGE THIS SHEET DAT 07/02/15 0WOtlY LYNIy ,r 1/, LICENS,' No. 50705 >` v 11 sTnrs NAL EN ' 111111116`" A. LYNN MILLER. P.E. P.E.856705 K1, _ .Y MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) It 805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and them Eras 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 aYevisiV br bbange '. in the materials, use, and/or manufacture of the product or process. Misuse of this'1Q1 as an endorsement " ' • of any product, for sales, advertising or any other purposes shall automatically terminatethis NOA. Failure • • • • to comply with any section of this NOA shall be cause for termination and removal o A. , • . ADVERTISEMENT: The NOA number preceded by the words Miami -Dada. •Geanty, Florida: and • • • • followed by the expiration date may be displayed in advertising literature. If anypvrtson of the NOA is • • • •; • displayed, then it shall be done in its entirety. :00:0: ' . INSPECTION: A copy of this entire NOA shall be provided to the user by :the manufagtnrer or its , • distributors and shall be available for inspection at the job site at the request of the B't 1ding Official... •' 0 This NOA revises and renews NOA# 14-1105.01 and consists of this page 1 and evidence pages kof aid E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016Y41111 Page i PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5111 Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). ...... E. MATERIAL CERTIFICATIONS • 1. None. •••••• •• • Manue a ez, P.E. Product Cont of aminer NOA No. 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5`s Edition (201.4), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. Manuel ti' PE. Product Contr 1Einer NOA No. -0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE [—OPENING WIDTHFORVERTICAL MULL--{ MULLIONS / — SEE DETAILS A-0.O.H SHEETS 2.3 7i SEE THRU G; 11 A THRU G: SHEETS 2.3 I III I GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE WADDITION TO ANYANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED. MUST BE ANCHORED PROPERLY TO TRANSFER LOADSAND ARETOBE DESIGNED BYOTHERS. ARCHESTO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OFTHE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORETHAN 1/4' FROM THECLIP. SHAPE SEE DETAIL 111 ATHRU G; SHEETS 2-3 rw VERT. 1 INSTRUCTIONS .............. ............ ... 1 HEIGHT 1 MULL 2 MULL TO 1X & MASONRY......_._.. 2 FOR 2 LENGTH 3 MULL TO STEEL STUD - ......... ....... 3 HORIZONTAL ANCHOR SPECS................. ...... .... 3 ALTERNATATE CLIPS.....................4 SEE DETAILE, MULL 1 X 2 X.1 25 MULL SPECS...............5 1 X 2 X.375 MULL SPECS...............6 SHEET 7 7 1 X 2.75 X.65 MULL SPECS ....... ..... 8 1 X 3.126 X.500 MULL SPECS........9 FENESTRATION 10 1X 4 X.375 TUBE MULL SPECS.... 11 1 X 4 X.376 T MULL SPECS........ 11 PRODUCTS MAY 1.25 X 3.26 X ADO MULL SPECS 13 1.25 X 3.25 X.624 MULL SPECS..... 14 1.25 X3.94 X.824MULLSPECS._... Be OF ANY TYPE. 2 X 4 X.25 MULL SPECS .... _......... 16 2 X 6 X.25 MULL SPECS.-._.......... 17 1.26 X2.11X.125 MULL SPECS.._ MUST BE 30' X 3.25 BAY MULL SPECS......... 19 45' X 3.25 BAY MULL SPECS......... 111 I MANUFACTURED BYPGT. EXAMPLES 1 & 2 .............................. SEE DETAILS HORIZONTAL A.D•G/H; MULL SHEETS 23 LENGTH HORIZONTALMULLLENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULLLENGTH I- F OPENING y HEIGHT L SINGLE MULLIO 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIREASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT ATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BYOTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. B) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLYTO BE USEDWITH PGT -APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHINAMULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH/HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. OPENING WIDTH --i j~—HORIZ. MULL LENGTH ^I I 1 OPENING HEIGHTfTMULL { FOR LENGTH • HUIX1I`. / 1MULLLENGTH INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPETHAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS 'RECTANGULAR- OR'TRIANGULAR/TRAPEZOIDAL'. GENERAL NOTES ......................... 1 INSTRUCTIONS .............. ............ ... 1 ELEVATIONS ................................. 1 MULL TO 2XWOOD........................ 2 MULL TO 1X & MASONRY......_._.. 2 INSTALLATION NOTES ................... 2 MULL TO MASONRY ....................... 3 MULL TO STEEL STUD - ......... ....... 3 MULL TO MULL................... ___ _._.3 ANCHOR SPECS................. ...... .... 3 ALTERNATATE CLIPS.....................4 BAY MULL INSTALLATION..............4 1 X 2 X.1 25 MULL SPECS...............5 1 X 2 X.375 MULL SPECS...............6 1 X 2.75 X.375 MULL SPECS .......... 7 1 X 2.75 X.65 MULL SPECS ....... ..... 8 1 X 3.126 X.500 MULL SPECS........9 1 X 4 X.125 MULL SPECS ..........._.. 10 1X 4 X.375 TUBE MULL SPECS.... 11 1 X 4 X.376 T MULL SPECS........ 11 1.25 X 3.186X.265 MULL SPECS 12 1.25 X 3.26 X ADO MULL SPECS 13 1.25 X 3.25 X.624 MULL SPECS..... 14 1.25 X3.94 X.824 MULL SPECS._... 15 2 X 4 X.25 MULL SPECS .... _......... 16 2 X 6 X.25 MULL SPECS.-._.......... 17 1.26 X 2.11X.125 MULL SPECS.._ 1B 30' X 3.25 BAY MULL SPECS......... 19 45' X 3.25 BAY MULL SPECS......... 20 MULLION & CLIP DIMENSIONS_.... 21-23 EXAMPLES 1 & 2 .............................. 24 LOADING EXAMPLES ........ _........... 25 4 FIND THE CHOSEN MULLIONS MULLION CAPACITYMULLIONCAPACITY FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING PRODUCT REVISED as complying with We FIOtiATHEMULLIONTYPE, LENGTHANDOPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLYOR HORIZONTALLY). THE Building CodeMULLIONCAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/F11) FOR THE OPENING OBTAINED IN Ac.—ml—Nm STEP 1). P,.dipn Data ft 1202! LL 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE. FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. F Edi G (IDL ) rNSINGLEMULLIONort 6 FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLEyGjI • • NG }dIDT • • • /NCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR F R I L • • CAIJACITY IS MET. N,SEE CORRESPONDING DETAILS • • I.—IPLE MbLLI0A5 • • •7) IF THE MULLION CAPACITY (LBS/Ff2) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT2) FOR THEFROMFIGURE1ABOVE. OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENTFORMULA- TO OBTAIN THE LOWER ANCHOR CAPACITYREQUIRED. WITHTHIS VALUE A LOWERANCHORCAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE STANDARDS USED: • • • + • • • • • • 2014 BUILDING CODE (FBC), 5TH EDITION* • • • • • • 4)1/(cRITsY THE DESIGN PRESSURE RATING (LBS/FT') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION 02014 FLORIDAFLORI NDS -2012 FOR WOOD CONSTRUCII • • • • • CABACWY (LBSIFT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ANS• ALUMINUM DESIGN MANUAL, ADM -2010 • • • • • • PRODUET ASSEMBLY. AUMI 00-0 DESS 010 • • • • • • • • • • • 09) VIGAGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. pNV LYNN 4, 4, .•'• \CENSE 4 Jt No. 58705 TErr A. LhfN(Rg4FA '.E. FL P.E.# 58705 DETAIL A: DETAIL B: NDu'DN o MULLION TO 2X WOOD BUCK MULLION MULLION ATTACHED TO 1X 6UCKSTRIP TYP. ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY ATTACHMENT SEE SEETTABLESIB•1613 p OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN)aroTHERs, SEE NOTE 1, N I SHEET I. - _ 42 'o [L1 1 1 MULLION 1 1 U N I SEE SHEETS -a b l I MIN 2.7 KSI •..-- EDGE . O ~ 21-23 FORHOLE d I I I CONCRETE OR CMU' 1 I DISTANCE, J W EITHER THE I I I. I F -------F STANDARD OR a LOCATIONS ° .I SEE SEETABLES _ OFFSET MULL o EDGE m FSE DISTANCE 18-788 CLIP MAY BE DISTANCE m - ANCHORS W Q O S O INSTALLED BY I FOR WOOD ,(/ I I I Do, 0 F THIS METHOD. d SCREWS L I I SIDE VIEW co 260' MAX FOR ° °d d O O J ALL MULLIONS - ERTHE 5 F STANDARD 5 4 d OFFSET MULL Z c CLIP MAY BE d EXTERIOR e ° ° INSTALLED BY V) z d EDGE Zr 7 v DISTANCE 4 F - FOR— ° Z Z Q MASONRY e m Z C4 r' 7HE OFFSET CLIP IS ANCHORS F RECOMMENDED FOR (n O 54 EXTERIOR FIN•FRAMED N g Do WINDOWS. BUT MAY LU F oY YALSOBEUSEDFORUOTHERFRAMETYPES. INSTALLATION NOTES 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. y 11•• ZE OWN Al ENTATION ONLY. BECAUSE NTITY OF THE ANCHOR CAPACITY ICHORS AND MULLION S BAS PARTL`0 dT jfA1CtROIR DISTANCE THE CORRECT QUANTITY AND LOCATION OF ANCHORS WST BE&OLbO%'*D, QEF6R Td) TME TABLFC ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHERfWE STANDARD OR 01ERIOR CLIP MR(BIDWE0. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C•SHEIW" • 000 • • 5) FOR MASONRY APPLICATIONS IN MIAMI-D.rDECOUNFY, USE ONLY MIAM14RADE COLJMTY/4PFRO\ED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGA•OR MA9DN RY%N .HORS. 0. • • • • • TYP. ANCHORTYP. ANCHOR TYP. ANCHOR PER SUBSTRATE, PER SUBSTRATE, SEE TABLES 16.186 SEE TABLES 18-180 EDGE/ENO DISTANCE SEE TABLES EMBEDMENT BUCKSTRIP 1B 168 AND ATTACHMENT BYOTHERS, SEE NOTE 1. SHEETI. PRODUCT REVISED as cenlplyin{ tvilh me IIoT{ftSIDEVIEW FRONT VIEW Building Code Acmpt-m No caID INSTALLATION NOTES 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. y 11•• ZE OWN Al ENTATION ONLY. BECAUSE NTITY OF THE ANCHOR CAPACITY ICHORS AND MULLION S BAS PARTL`0 dT jfA1CtROIR DISTANCE THE CORRECT QUANTITY AND LOCATION OF ANCHORS WST BE&OLbO%'*D, QEF6R Td) TME TABLFC ON THE FOLLOWING SHEETS. FOR DETAILS A -D, EITHERfWE STANDARD OR 01ERIOR CLIP MR(BIDWE0. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C•SHEIW" • 000 • • 5) FOR MASONRY APPLICATIONS IN MIAMI-D.rDECOUNFY, USE ONLY MIAM14RADE COLJMTY/4PFRO\ED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGA•OR MA9DN RY%N .HORS. 0. • • • • • TYP. ANCHOR d 666PERSUBSTRATE. SEE TABLES 1B-168 BUCKSTRIPANDATTACHMENT BYOTHERS, EMBEDMENT' SEE NOTE I, SHEET 1. MIN 2.7 KSI CONCRETE OR CMU PRODUCT REVISED as cenlplyin{ tvilh me IIoT{ftFRONTVIEW Building Code Acmpt-m No caID Expiration Date BMiami Haduet 1111 LYNN M,"/"/ F9CENSE '. NO.58705 c- cu S 7 E Of- a A. LfNNIMILLER, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE STANDARD CLIP SHOWN) THE OFFSET CLIP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B -13B 0 ( EDGEDISTANCE rSEE TABLES MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSICONCRETE OR CMU IB -13B FRONT VIEW SIDE VIEW DETAIL E: I .12V MIN. MULLION TO MULLION INTERSECTION U -CLIP) VARIES L I TOP VIEW VARIES c LINTERSECTION U -CLIP FRONT VIEW 12 STEEL SCREWS, SELF -DRILLING OR PRE -DRILL MULLION AND USE SNS EXTERIOR SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE K DISTANCESEETABLES 04311 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD STANDARD CLIP SHOWN) INSTALLATION NOTES: 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 UUI TVP.ANCHOR PER SUBSTRATE, SEE TABLES 1B -13B SEE SHEETS ® NOTES: PRODUCT RGVISED 1) MAY BE INSTALLED IN 'TEE' OR 'CROSS - 21-23 FOR INTERSECTIONS. q4 HOLE 0o^ 2) MAY BE INSTALLED HORIZONTALLY MULLIONeie SHOWN) OR VERTICALLY. 3) SEE U -CLIP DRAWINGS, SHEETS 21-23 11%mlFORCORRESPONDINGMULLION. 12 STEEL SCREWS, SELF -DRILLING OR PRE -DRILL MULLION AND USE SNS EXTERIOR SEE SHEETS 21-23 FOR HOLE LOCATIONS EDGE K DISTANCESEETABLES 04311 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD STANDARD CLIP SHOWN) INSTALLATION NOTES: 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 UUI TVP.ANCHOR PER SUBSTRATE, SEE TABLES 1B -13B SEE SHEETS ® PRODUCT RGVISED ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 21-23 FOR as complying With OK: Florida CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE HOLE Building Cde ActtpanceNo"L•O'3eapirniFOLLOWINGSHEETS. FORDETAILS A•D, EITHER THE STANDARDOR INTERIOR CLIP MAY BE USED.LOCATIONS 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. MULLIONeie ou 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET3.`- 1•• LYN 41 ELCO S) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY•USE ONLY WAMFDADE QOUYTY&PPROV*D DISTANCE SEE rnBLEsULTRACONORELCO1/4'S.S. AGGREGATOR MASONRYANCHORS. •• • • •• • STEEL STUDS THINNERTHAN IB -13B p. ./ FRONTVIEWA ANDCOMPLUNTWITHTHEFLBUILOING E. A2X WOOD BACKER MUST USED. 2' lr/jJ ATTACHMENT BY OTHERS. j6/US ./• ND L-_ EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW 7 OfNOTES: ry _ i lU— 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD 6 SIA E OF ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, OFSCREWS. i/()ly- 1 A. L'YN 4LE13, P.E. SHEETS 5•20, FOR QUANTITY I FL P.E.i/ 58703 DETAIL F: FIELD -MODIFIED MULLION CLIP F -CLIP) SEE DETAILS AE, SHEETS 2 AND 3FOR INSTALLATION X TO SPECIFIC SUBSTRATES. EXTERIOR D DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION ANGLE CLIP) (ANGLE CLIP) JR45• MULL 0VVIEWT TYP. ANCHOR I /—PERSUBSTRATE, SEE TABLES 15B OR 16B EXTERIOR 2• x s• ANGLE CIDP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. PRWUCT REVISED as complying w•ilhIho Flmids Building Code expimion Daze Q, EDGE N64-" 1 DISTANCE • • a o"..- NOTES FOR INSTALLATION OPTION G & H: 1 YNiJ ,//i PER ANCHOR • • O 1) USE2 ANGLECLIPSPER MULLION END. CLIPSMUST8E INSERTED INSIDEOF MULLION. V\C NOTES FOR INSTALLATION OPTIONS F: 00 so* 00 0 000 2) DETAIL G: SEE TABLES 1B -14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE t10 58705 _ 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26- X 2.11- X.125- MULLION. LOCATIONS. 2) SEE TABLES IB -13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE I'•, V`/6 U.I - 1L 3) THE 2X5CLIP IS NOT SUITABLE FOR THIS APPLICATION! • • LOCATIONS. fLL F7TE y CSF.4 R ` I00* NJFL k 58705F or IHOLC IH Anchor Capacity Table ba 0 •• • Mullion Capacity Table IbNRe ANGLE CLIP MUST BE USED IN PAIRS. • • Opening Width (forve19ca0y4ptr9irlg mullions) orOpening Haight (for horizorta"parring nvAorls) S.Wrale: 50 in 601n 701. 3.5k Cue. 00 N 901n 100N 1201. 1401n 160 N 1X2%.726 Rectsnguler lading Tnp/Bluq. Rselangulr TraplTrWs Rectan9dr Lading loading Loading L-dn9 TnPr0leng. Rectangular Tnp/771an9. Reclen9ular TnWTdsn9. Racten9l", TnprIldary. Rederlgldr Tra"ang. Reclenpder TraplDl-V Ratangulr Tnp/Thng. Loading Loaft Lo -ft Luang loading Lading Ludrlp Loadn9 Loading Loading Loafing Lowing L.** Alum. Tube Mullion Mlelal P F P_ a' IaaI ILl 5118' Ek. 421n 111.9 408 129.5 332 93.2 406 113.6 25 79.9 408 INA 321 59.9 08 104.4 319 02.1 405 104.01 319 55.9 405 104.0 319 46.6 408104.0 319 39.9 408 104.0 319 36.0 408 104.0 319 481n 74.0 312 83.9 258 62.4 312 73.4 252 53.6 312 87.0 245 46.8 312 63.2 246 41.6 312 61.3 2M 37.5 312 81.0 244 31.2 312 61.0 244 26.6 312 61.0 244 23A 312 61.0 1 244 60.625 In 63.0 281 70.6 234 53.2 281 61.5 228 45.6 2411 65.7 221 39.9 281 52.1 222 35.6 261 50.1 220 31.9 281 1 49.3 219 26.6 281 49.3 219 22.8 281 49.3 210 20.0 281 10.3 219 511, 62.6 241 51.6 201 41.9 247 49.8202 37.6 247 44.8 199 32.0 247 41.5 190 29.2 247 30A 194 25.1 247 35.4 193 21.9 247 35.+ 103 1811217 36.1 197 16.4 247 78.1 19J C 601n 35.4 200 41.2 170 32.0 200 35.4 168 27.4 200 71.6 163 24.0 200 28.9 160 21.3 200 21.1 169 18.2 200 23.9 137 16.0 200 25.0 136 63 N 33.1 181 35.3 155 27.6 til 30.3 152 23.7 161 26.9 149 20.7 101 24.5 146 16A 181 22.6 144 16.6 181 21.7 N] i 681n 28.6 165 30.8 542 24.0 185 28.1 139 20.6 165 23.1 138 tB.D 163 21.0 131 721n 221 139 23.3 120 15.6 179 19.9 its 15.0 139 17.5 116 27011. 76 h 18.0 125 19.7 108 15.7 125 16.8 107 iba 41211. 7419, u.s He 141.2 104 700 Nt WA WA WA WA I AMC lrs Anchor Capacity Table ba 0 •• • ANGLE CLIP MUST BE USED IN PAIRS. • • FIGURE 4: S.Wrale: FIGURE 6: • • 2.7k Comrate 3.5k Cue. 11090w CMU PT Wa0d Mlelal 5118' Ek. 714' SS Eko 5110' Elco810 314411 912 Slee) 872 Sled Anchor Clip Patterns Anchor Type: Y70' Eke UWacan 1I0' Eko Ue7aem UlVacon Y+8• Eko UI1-- 171' Eko Unragan AppieGet« Unncmscrew GS) scmv (35) straw (Gs) Edge DWI -(in): 1• 2-12' 1' 2-12' Mnl* t• 2-+7Y 1• 2-10 r 1i/e•0AW 0.54' 0.324- Embedinnt m: 1-YI' 1.3W 1-Y4' 1-Y4' T 1-114' 1.174• IAI4- 1-i14' 1-1/1' 14H•Iy8• INA tal8' lades 2Anchae 0 4.75- Min. O.C. / Slandrd «09tH Clip (Fig. 1Y 390 lbs 3901ba 450 Wt 60011. 1544 Ma 27011. 260 I1. 354 Un 740 Ibe 37411. 65411.311 iba 41211. 560 Da 4 Aneh«a 0 1.15 Min. O.C. 7Standard (« Oftel) C9p IFb. 27 480 Ina 700 Nt WA WA WA WA 3801bt WA WA WA WA682 s 883 I1. 1120 W 4 A.W. @ T MOI O.C. / (2) 2a5 AN% apo / (Fig. 3k 730 Int 780 •t ego loo 1580 Pot 1698 9n 540 I1. 560106 WA 760 lbs 7441 I1. 080 ins IN6821bc 695lot 1120 I1. 2Anchors C0.4VMn. O.C. U43Ip, 1nto.12Y Ak".(Fig. 41, WA WA WA WA WA WA WA WA WA WA WAWA NIA 715•. 1 Anchor I FC la (F4. 51 19311. 195 •s 225 Ins44511. 412211. 135 lbs 140lbs 17711. 37011. iB711. 332Ws 47316a 110 Yu 221 11. 28011. 2 Anchars ® 1.15' Min. O.CJ FLOP" 61 240 I1. 350 The NIA WA WA WA 19011. WA WA WA WA WA 517 •s 44211. 560 M NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANU ANCHUR wuxjES AS THE 31 ANDARD Cur. DP )X nn...,..r....w..,......=ANCHOR CAP... MULLION CAP.. -- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TOAN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: I _ 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. IL- SEE SHEETS2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: 0 0 •• • ANGLE CLIP MUST BE USED IN PAIRS. • • FIGURE 4: FIGURE 5: jI {III fI• III FIGURE 6: • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 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. INGURDS SNOW "GESTED, APPROXIMATE HOLE LOCATIONS. Is 4)y U TRATES: CRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED Ct JCBLO1MlIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED Y£ELLLpppjjj(((/// S UTyFgj2 PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-6 S.S. OR410 S.S. 1. Ll PRODUCT REVISED as rnmMying with the Fitximl Building Code )8AcapulcoNO '0 Ba imf' Date I ByMiami hoduct i .-. \CENSE•'. N0.58105 LL1= OF Com^ ...,SLORNOP:-'`C•\ X0(44F1. A. LYNM R, A.E. FL P.E.# 58705 601n Go in 701n BO N 901n IOD In 120 in 1401n _ - 1110 In — • ReclerouW TrapTdaro- 1 x 2x .376 Loadiro Im•ro lidateroelar 1nPINro. Loading Loading rcsuwuA+Ix Loads• raP ln.,y. na,nyW., ...v •,,., y. •.----.-- .._.-..._. ..__._._._. .-_..._._ ___. Loaaro Loadiro Loading 1,oediro Loa®Ig Landing Laadeg Loadlro Losdlro 1-oadbg LoaBnp la.dlro L-av Alum. Tuba Mullion g ' i$$' a. :. 6 d d`• h 5gg Subslnte: 2.7k C mle 3.5k Cann. 1 9 1 I At$Lt 2tl AnchorCa ac TableIba Subslnte: 2.7k C mle 3.5k Cann. fte- CMU Fdkd CMU PT Wood Will 51W El- 114' SS Elco 5f15' Elk 114' SS Eko A110 Steel 012 Stcal 012 Steel Anclror Type: Y16' Eko UBncon 111' Eko Ullrecan ult... Etas Y18' Elw LM -.n 1N' Elco Ulnlwn AW Gator tMITmOn AggreGetm Scree (G5) Scow (G5) S—IGNAnchorClipPatterns potence 0n): 1' 2.11r 1' 2-i/2' 34V 1' 2 -Ur 1' 2.1? r Ve• 2' 0.46" 0.51• 0.324' Embadmenl (h): 1-Y4' 1-3x4' 1-Y4• I -N4' r 1-7/4" t -Vin' 1-11f 1 1.111' 1-114• 1-1/4• r 1alC 1 IC lades 2Ancho• 04.75' Mb, O.C. / Standard orpeel Glp (Flg. 1y 3901be 90bs 450 IEs 890 be 1814 be 270 be 280Lbs 354104 7401ba 374 be 6641ba 9461bs 311 Las M21bs i2 b 4 Anchor @ 1.15• M11. O.C. I Slenderd (or MeqClip (FI9. 2): 460 be 700 lot NIA WA NIA WS3390ft WA NA WA WA WA1120 IDs 4Anchor ®]• Mn. O.C./(Z)215AngvGips/(Fg.3) 780bs 7las 880 Ibn 1560 bs 1688 bs 510 WA 760 be 745bs NO lbs 1892 bs 682 bs 8651ba 1120 bs2potionQ0.45' Mn. O.C. /ULA, bte .125' Alum. (Ftp. 4): WA WA WA WA NIA W WA N/A WA WA WA WA NA1Anchor / F -v (Fig. 5Y 195 be 195 ib 225 bs 445 bs B22Ibe 135 1171ba 701as 187 bs 3321be 473lb6 170 bs 2212A -horse @ 1.15' Min. O.CI FL6P(Fig 240 be 35o ba WA WA N/A W WA WA WA WA WA 341 bs 45 be 560bs YUIt: 1 -um Int U11—I l—,— 1-1n 1 ilyl.flVR liNrMVII r 11VJVa, DP—) X ( ANCHOR CAP.,,a,,,,,\ _ ANCHOR CAP.,,, MULLION CAP.,,a,, f USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. F* SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. • • • • FIGURE 4: FIGURE 5: FIGURE 6: 3004SL B DP LND * IN THE FIELD FOLLOWIIPS SHOWN ARENG DIM T TO NSIONARESTRICTIONS SHOWN ON SHEETS 21-1233 4IGtdREPASFWW GUGGESTED, APPROXIMATE HOLE LOCATIONS. SOBS1RA•VE,S: CORCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS. HOLLOWAND GROUT -FILLED DLC8NCR&IE OCKUNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL 13E PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3SCREW THREADS BEYOND 4FMEAMATERIAB7 #10 & 02 ANCHORS INTO WOOD MAY BE STEEL, 18.8S.S. OR 410 S.S. 01` f•RODUCT RE ISBD mcomplying withdoFltxtb Building Code Ir „n e. Yc : IIID. 56705 A. L11NN MILLE)A, P.E. FL P.E.# 58705 mN 80In 1 70In I so in 1 90 In loom I 1201. 1 1401n ' ISO In 1x2.78x 'ng"lr.plmrq. Inedn9 n.u..•,.., .,a..,.w,v. .._..,.-•- .._....-" '--'----' ..T ---- -------- --• ' lokdlg Lokdn9 lekdn9 loadn9 Loednp Lwdnp Lo.•n9 Lo.dlq Lekdnp_ l.adep Lo.dlW I4ed'.q Loading laednp LoWng loadnp to.dllp 37GAIum, Tube Anchor Ca ecl Tebk @9 Mullion E 6 iE d8 drc a e'• Z f d Y d Z d d8 S Z rc Z ad da d8 d8 d d Z d 1 d8 1 AULt Stl FIGURE 2: Anchor Ca ecl Tebk @9 Sob .t... 2.7k Cele 3.5k Caro, HallmCMU F•edCMU PTWad Mel.1 FIGURE 3: y16' Eft 114' SS Eko 5119' Eko 114• SS Eko 910 SIM,1 912 51ee1 912 Sted Anchor Cllp Patterns Anc.alype: 3118' Eko UIU.cM 111- Elco Unrecon IIIUr:on 3116' Eko UVecan 114' Elco Ur.cm A99ntGal.r I1nNcon AWIK3ebr Senw (G5) Scr.w (GS) Screw (G5) Edge Didw. (in) 1' 2-17 1' 2-17 5778' 1' 2-1rC 1' 2-1? Y 3-118' 2' 0.48 0.51' 0.321' Embednent M): 7.314' t-ll4' 1-314' 1-314' r 1414' 1 1.111• 1.114• 1.114' 1.114' 1.114' 7 1.316' 1.718' 1.d.. 2Alroha. ® 4.75' Mn. O.C. ! Standard mOB.KCIIp TW 1k 390 6. JW bs 450 tb. 69068 1644 6s 2701bs 2801M J54 bs 740 6. 37416. 664lb. 945 6. 341 6e 442 ft 560 8e 4 AMt-Q 1.IVMIn. O.C./ StWO'd(orOIBel) Crp(Fq. 2): 4B0bs 7001bs WA WA WA WA 3506. WA WA WA WA WA 6821bs 8B511a 11206a 4 Alrotla. ®3' Min. O.C. / (2) 2x5 Anp• CYp.1(FIp. 3): 780 6. T601De B80 6. 1- lbe 1- r. 540 6e 56010' WA T60In. 74810. 880 lb. t892 lb- 6821- 885lbe 11206. 2Arohol.®0.45'Min. O. C.1UC9p, k110 .125'AIum.IFq-4): WA WA WA WA NI WA WA WA WA WA WA WA WA N/A 7151bs 1 Anchor / FL3q (Fb.5): 195 be 195 be 225 ba 445 bs 622 bs 135Ibs t101M 177 b 370 6e 16710. 3721M 173 bs 170 bn 221 Ihs 2B0Iba 2 AncMR 01.15' Mn. O.CJFL)Ip(FV. 8): 2401b. 330 bs WA WA WA WA 19DID. WA WA WA WA WA 3416. 4/21De SBOIhs 1 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • 000 j III'jI4If' 1- ITS-- CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHtt7 z4. MJCHOR CAPACITY AUUU6 I MtN I eVKMULA: DP_) X /ANCHOR CAP., ,,,,,\ _ ANCHOR CAP..,, MULLION CAP.,,,,,,,, USE THIS FORMULA TO OBTAIN THE"ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 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. 00 LIREAR INIERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. i • • • M tl N ANQ VULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. OL S T BE WILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED SkONCRET,aBLOCKNN1T (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALLBE PRESSURE -TREATED LLOW4 LWHW %INE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6W3•T5 AND BEA MINIMUM OF .125' THICK. SjEEI•STWDStTO BEA MINIMUM GRADE 33 AND .045' THICK (18GAUGE). STRUCTURAL STEEL TO BEAT LEASF A25•THICI•AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND IIHE MATERIAL. #90 &R12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED complying with Iho Florid• Building CodcAcceptanceNo ICD'oF-iration Drt U-arw 7$ i6.:r,' 4ER, P.E. FL 58705 1 HDLG YM MullonCal ao Table Ibe7Ra Opening Width (for aerdcaIVsparrirp ml dlorls) orOpening Heght (for horizorialy-eparNrtg m ikons) 501n OD In 70in 80in OOin 1001n 120 N 140in 1601n 1 X 1.76 X Reeten•ller hep/TOeng. Reelertpadwr Tmp7Mn0. Reol WA. TMpfl ettg. Reclenpler TnpRdenp. Rxlwnpuler TepRtlng. RxlNW. TmprTMr•. Reeteroul• Trap/Tdero. RaolargliN 7np/TMr•. Reclwnludr Twadeng. Loedro Lowing Lowdro Loedro Lwdro LewdngLmdng Looft lm&d Loedrq Loft Lowing Loadwq LoadIQ Lowing Lcedktg Lowing IAedne ti60A1um. 1,-Vilmunlon Tube^ a IS ci i Ia Q i c LGUC U U U ( U UL U U jU! UYS .Y ii 1, 11, Y9 Y b y 4 is •C 3 a s TABLE 46 Suhalmle: 2.7k CenClNe Anchor Capacity c. Table be Hollow CMU Filled CMU PT Wood MNaI o 111' S9 Eko SI16' Elw 114' SS EX. 010 SW 012 Se" 1412 SIeN Anchor Type 3116' Elco Ultmem W' EX, U11— 311C Eko M.. 114' EWo Wxm A•Gala Ullmcm ADweG*lar Scmw (OS) Screw (65) Suety (M) AnchorCllp PatternsEdge 1' 244 1' 2-1rC 1' 2-1rC Y 048' 0.54' 0.324' lAetence(In7 EmoedmsnlMJ 1- 1-371' 2a/Y 1311' 1314' 1-314'1-iM' 1-i/1' 1.111' 1414' 1.114' 1-114' Y 1318' 13m'rka 2Ahae@4.75' Min. O.C./SmndemorIMSN I7p (Fq. 1} 3901os 0A0 Na 4501ba 8901oa h.A.A 270 los 2801oa751 Ata 110 ba 311 Ica eft/ Poe 6181oa 311 IDs 1121os 660 be4Anchaw@115' MinOC.lS1elWM(a08sa6 Ck(Fq. 2): IBO Aa 700Ate WA WAWA b0106 WA WA WA WA WA 692 Yts 51. Jk 780 8M 7801be 800 bs 15801bsf 510 A• 56010s WA 760 ba 74818. 6801ba 18M21oa 68210. 1120ail 715 bs CAp, Mo.125AWm. (Fq. Ik WA WA WA WAWA WA WA WA WA WA WA WA Fq. Sk 185 ba 195 Ws 225 be 1151bfa 135 ba 1401W 177 bw TOba 1871os 7J21M 411ba2Anchm@1.15' Mb. O.CI F aip (Fq. BY. 240 •e 350 Ats WA WAWA t„ I -A 1801bs WA WA WA WA WA 311 Iba 1421on 5tq ba NOTE: FUH 1HE U1,rbt1cur. UOC inc onmc nw.,.,.+r. v..,,".,. ...-.•-. •____.._...__.---_. _ N ,liaHcltU— ... —wcv ev,v,..—. FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: • 4,41's ANCHOR CAP.,,, USE THIS FORMULA TO OBTAINTHE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25FOR INFORMATION ONLOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2)lNEAR IN11RO!LA?rION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Z1 MCU.I:I$ 44D ?A6LLION CLIPS SHOWN ARE NOT 70 SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23 yOLreS TQ Bf•- ORILLFV IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGIURESwSHOW SI(16GESTED, APPROXIMATE HOLELOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLEDCONCRETEBLOCKUNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE -TREATED 4%60W SOUTJtERN PWE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125' THICAK. STEED STQDSoTO SEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEATLBMST .125' 7HIOKAND A•6. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND tHE MA*RIAL .10 Be#12' NCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. VX2.75” X .850' MULLION PRODUCT REVISED m complying with the Fimidk Building Codc V,_b2j&.Cl3 Accep48nco NoDate J2o11 11 n.....1/ PT No. 588705 ' 1,6 0: LSTAT 1111111111'.\ A. LYNN MILLER, P.E. FL P.E.1t 58705 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCH01 FIGURE 1: Mullion Capacity Table eMta Anchor Copacity Table Iha OpeningWidth (for tertically-spartning mullions) or Opening Haight (forhodzoriely-spemilg mullions) 50 in 601. 701n 80 in 90 in 100 N 120 in Su061ra1e 1401n 10DIn 2.7k Corclele R.d.wlw TnpRdeg. Red or Trop7711ang. Reelart•Br Trep(m m. Raetanpllr Trapimang. Reclrralr Tra TMT. Reclarwr TopRdang. ReetaiadmE To"ong. Re.tenglAr Trep7Tdarlg. 11mimooir TrwTdang. I1" x 1.126" x rle Long 1-. 0 LoadngLoedri Lading Looting Loadng Loading LoW V Loring L.Loring Lmft Loadrg Loading Loaft Ladino Lodn9 600" Alum Tubs Mull r r r L a a a .. i r r r r_ P r• _ r ga ' kg $ kB R P g g R r r _ F r 3' 111-x1 g a u u v u d v u u u u u u G 4S u u a ci u u u cS cS c u Edge 01s%MeQn) S y ,$Z 2.112 1' 2-112 318 1' y B' yts'1o drc 1 d 1 da ire i S i d8 rid s a 42 N 170.01 6N 170.0 435 170.0 714 170.0 47a 170.01 868 170.01 506 170.01 992 170.01 510 170.0 1116 170.0 521 170.0 1240 1170.0 521 170.0 1496 1 170.0 521 170.0 1735 170.0 521 16C41 1802 170.0 521 48 N 170.0 708 170.0 521 170.0 gig 170.0 561 170.0 802 170.0 030 170.0 1133 170.0 001 170.D 1275 170.0 077 170.0 1417 170.0 5110 157.7 1577 170.1) 650 135.1 1577 170.0 660 116.2 1577 170.0 No 50.025 In 170.0 747 170.0 583 170.0 6116 170.0 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 141.7 1405 170.0 756 121.5 1495 170.0 156 106.3 1485 170.0 756 5411 170.0 797 Woo 612 170.0 056 170.0 691 170.0 1118 170.0 754 170.0 1275 170.0 803 188.1 1401 170.0 037 149.5 1401 170.0 856 124.6 1101 170.0 861 108.8 1401 110.0 881 93A 1401 170.0 961 501n 170.0 665 170.0 701 170.0 1063 170.0 797 1$5.5 1158 170.0 a78 138.7 1160 167.0 928 123.3 1158 156.6 017 111.0 1155 140.7 910 82.5 1156 1445 903 70.3 1156 144.5 om 60.4 1156 144.5 903 531. 170.0 030 170.0 745 159.8 1048 170.0 050 137.0 1049 155.5 960 1185 1049 141.7 616 108.5 1049 132.0 830 95.9 1049 125.5 026 79.9 1040 119.3 820 66.5 1049 118.0 510 50.9 1049 118.0 619 Fj 00 In 160.6 955 170.0 709 130.0 953 151.3 904 110.1 955 133.7 786 104.2 955 121.4 776 92.6 055 112.6 785 83.4 055 108.4 767 80.5 055 99.8 749 50.6 955 118.7 716 521 ON 08.7 748 C j 72 91 128.5 003 134.0 697 107.0 603 111.9 862 91.8 807 101.1 670 80.3 803 91.2 659 71.4 803 $3.9 849 64.2 803 700 642 53.6 803 72.2 832 45.9 807 69.8 620. 40.1 0.0] 69.7 827 3 7•N 109.2 721 114.1 020 91.0 721 07.0 618 78.0 721 85.1 005 611.3 721 76.5 595 60.7 721 70.1 668 54.6 721 85.4 570 45.6 721 50.4 580 39.D 721 56.6 564 34.1 721 56.1 563 Y 781n 101.0 664 105.4 590 94.2 684 59.4 651 58.1 684 04.4 We 60.5 684 59.9 551 421 6N 54.172.2 604 70.4 576 63.1 664 70. 4r306 541 1.3 530 31.8 681 508. 534 90 h 65.8 614 57.8 448 47.1) 514 60.0 440 41.1 514 44.6 30.5 514 40.5 427 32.0 514 37.3 421 27.4 MAI 33.0 4120.4 405 20.8 514 29.0 403 96 N 4.2 452 55.7 7.096307452400300 33.9 452 36.4 30.1 452 32.0 378 27.1 452 30.3 373 22.0 452 26.0 3654.2 350 10.0 452M.7 22.8 355 108MJ8.1 agSH7.3 J57 J8.0 327264312 23.8 357 26.2 21.1 357 22.7 307 10.0 367 20.6 200 15.9 J57 10.0 2936.2 287 11.0 357 15.0 28] 111, 2AIKMn 1)p 1.19M.O.C1 FCSp (Fl06) 35.1 336 355 J0.1 J01 25.0 338 N.i 288 21.8 338 23.1 10.5 338 20.6 i98 17.5 336 19.0 2M 11.0 330. 18.5 2761.8 213 11.0 376 1J.8 289 1NIn27.7 289 211.2 2J.7 250 19.6 289 N.5 266 17.3 298 10.1 158. 289 16.3 249 13.0 289 1L9 248 11.6 288 12.8 21111.4 236 6.7 289 10.1 iii NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCH01 FIGURE 1: FIGURE 2 Anchor Copacity Table Iha Su061ra1e 2.7k Corclele 368 cw. I Na50M0,111 Filled CMU PTWood Metal AnehorCllp Patterns Anchor Irpe 3'16'Elcollllfetm Vr EkOUraea 5118 Eko1/4'SSUBx16•EIcoon3' 111-x1 I.. u--- E..Uerecon Eto 511S'Eko AgV.Gala UersEW lir SS Elco Ag71eGYr N1DSled 012SIee1 012 Sled SE- (G5) Screw (G5) Screw (GS) Edge 01s%MeQn) 1' 2.112 1' 2-112 318 1' 2 -UT 1• 2 -VT T 3118' T An' M. 0.N 0.324- ErnOednrfa n 1.114. 1SIr 13/4• 13'r r 7-V4- 1-Vr 1-V4- 1-V4- 1414• 1-1/4• T 13.8' modes 2 AMMrs ®1.75' Mn O.C. / SlrOed aooscr Cap 019 1) sao its 3911 Ls 450 BE NO Its 1644106 2701bs 28D IS 35/ I s T401Ds 37410¢ 861 It, 016106 311 os 442M 560 tls 4 Amtwrs®1,150 MYC O.C/ Sle,EZrd(aOIael)CIP (Fig 2) 4AMIn=403- Mln. O.C. 1(2) WArg)e Ceps/010$ 3ArcMo ®0.45•MO. O.C. IUClp, Into 128 Aluln.(F1g 4) 4800¢ 7801bi N/A 70010, 780 Its WA NIA SSD In WA WA 15fow WA NIA IMSM NIA NIA 640be N/A 380106 660Rs WA N/A NIA NM R/A 760No WA WA 7481D5 N/A WA mms WA WA 189295 IIA 2M 652 mos NIA 885106 6859E WA 1X04 11N its 107395 1 Alth IFCOP (Flo 5j 1050¢ 105 06 225 In, 445 Be 8218E 135103 t4DOs ITT Its 370116 187SE 3321te 473 Be Vote 221 Be 78f1 tlE 2AIKMn 1)p 1.19M.O.C1 FCSp (Fl06) 240 DS 350 Os NIA WA NIA NU 19006 NIA WA N7A WA WA 911 DS d421nt 560[, NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERNAND ANCH01 FIGURE 1: FIGURE 2 FIGURE 3: to ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: 0 000 1C STANDARDANDARD CLIP - DP )Xt.,,...,,.,,..,.".,ro.„"=ANCHOR CAP.., MULLION CAP.,,o,,,.,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FORINFORMATION ONLOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. INCLRg TFRMLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3H11UIl01111, AND64ULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLESTOIBE DRIL•ED IN THE FIELDFOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. IGURIES 9NON SUGGESTED. APPROXIMATE HOLELOCATIONS. 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 Yfil-LOW SOISTHERNfINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' TIMCK. STNEL 9TUIPS Te BE A MINIMUM GRADE 33 AND .D45- THICK (ill GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12!P TFkK . ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND TV IATEJI1t•#1Z& #238ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. t • 664, w •• •• PRODUCT REVISED as mmPlyi.6 with dw F1mri& Building WAC,, _aro JDV V 'okII11111//,r Off( L1rnv 41//i C IJG.5(5705 ; LY fi •• 8./jSIA > S UIvA-, 1• A. LNOWLLER, P.E. FL P.E.# 58705 TABLE 6A 2.71,0-M. Anehor Ca atl Teble libel J.Sk Com. Hollow CMU Faed CMU PTWood Metel Y16' EI..1M' Mullion Capacity T•DN e#tt S9 Ekd 5118' El.. 114' SS Eko 10SIeN N723leNl N/2 SIM Amtw type' 118'EkoUlOacon IM'EkoUbrmon Opening Width (tor eeruca*sperW rg myons) orOpening Haight (for hodmItaksp6Mng muttons) Ultrecm 11GEkol4rewn 1/4'EkoUluacan Agg.Oaly Lit-. Ag9r MtV 601n 6010 Anchor CUP Patteme 701. soIn 901n 1001. 120 N 1-7/8' 1401n 1001. Rectenguler TraprMwo PG Iw div TrWTdww. RedmWW Treprrdaq. R.cWVder Tmprroan9. Ra4.Vuw TINprTda7lp. RevangiJv I Tnpr7dan9, RNctenpular Tiep/rd-V. Lmdng Recwgdar Twffrl ng. Rwtwprly TIWTdanO. Loedlg Loading Lo dnD LoadnD 1 X 4 X.126 Loadrg Loading Loadn9 Loadn9I Loading Losdrg Lowing Lowing L dw Loedni; Loading L --&V Leading 1-114' 1-1/1' Alum.Tuba Mullion fig.$a.^gR^ 1-7/4• 1.1/4' a'„a fin' mug.,fl.-- J9D 6» 790 9n 450 •e 0901oa 71{/4 14 cY Q 8n .gay 7 d • yyg $ j 4 i 3 YC d i d@d d8 g d8 Y¢ dg 3 d8 58011» EC d8K d6 435 170.01 744 170.01 d 470 d 668 170.0 606 i¢ 170.0 992 170.0 619 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 Has 170.0 521 145.6 1469 170.0 521 127.0 1489 170.0 52142In170.01 170.0 520 170.01 700 170.0 524 170.0 850 170.0 584 1170.01 1 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1275 170.0 677 156.3 1303 170.0 660 130.3 1303 170.0 Sao 111.7 1303 170.0 660 97.7 1303 170.0 060 170.D 747 170,0 583 170.0 893 170.0 631 170.0 1016 170.0 864 170.0 1195 170.0 723 156.1 1235 170.0 747 110.6 1235 170.0 750 117.1 1235 170.0 766 100.4 1235 170.0 753 87.8 7236 170.0 766 780 •a 170.0 797170.0 612 170.0 956 170.0 601 110.0 1116 170.0 764 151.0 11681700 603 137.2 1168 170.0 837 123.5 1160 170.0 550 102.9 115a IT" 061 68.2 1168 170.0 661 77.2 1156 170.0 881E12'.11 170.0 1195 170.0 101 166.7 1012 170.0 797 142.9 1012 161.1 832 125.1 1042 118.7 915 111.2 1042 136.8 601 100.0 1042 130.2 791 81.4 1042 125.1 782 71.5 1012 126.7 752 62.6 1012 125.1 782 112214 170.0 930 170.0 745 131.2 187.3 876 120.8 992 1N.1 799 117.4 992 131.0 752 100.8 992 121.0 768 90.7 902 111.0 75a 75.a 902 108.4 745 64.8 992 ioa.0 7W 66.7 992 108.0 IM 6610 165.1 947 170.0 780 137.514.0 766 Ita.f w7 130.3 768 1D7A 017 117.7 752 DL9 947 108.7 776 02.7 947 102.2 727 689 947 95.1 713 69.1 047 94.0 711 61.7 917 91.0 711 72 N 135.9 049 142.7 992 737 1132 121.6 722 07.0 649 10.9 708 51.9 64B 98.4 096 75.5 640 88.7 666 67.0 849 62.7 575 68.3 649 76.3 659 16.6 849 72.6 352 426 42 72.4 651 76 in 115.5 762 120.7 665 911.3 762 102.8 652 02.6 782 90.0 640 72.2 782 00.9 629 64.2 Tim 74.2 an 57.6 762 691 613 49.1 762 62.8 602 41.3 782 6.9 597 38.1 732 SOA 595 BB514 11201ba 724 111.4 634 89.0 714 94.6 621 16.3 724 82.g 609 06.8 724 14.4 699 59.4 724 80.1 591 53A 724 87A 687 14.6 MI 67.3 673 381 724 64.3 667 ]]A 721 57.6 SGS i 76 h 106.9 68.0 613 60.7 474 49.7 643 52.0 456 43.6 543 47.1 /56 3.6 543 12.a 152 34.5 643 $9.6 446 20.0 643 31.9 43e 24.6 543 32.1 430 21.7 543 30.7 128001n 981. 69.6 67.1 543 71.8 478 58.9 483 427 47.6 478 1 49.7 1 419 40.9 470 43.2 412 35.8 478 35.6 405 31.6 475 34.5 400 28.7 L476 32.0 395 23.9 476 28.1 306 1 20.5 476 23.6 380 17.9 4711 N.2 310 10810 40.3 377 11.1 341 33.5 3TT UA 335 26.8 377 30.0 370 261 377 26.6 325 22.4 371 24.0 321 20.1 377 22.0 317 16.6 377 19.0 310 14.1 377 17.1 304 111 h 37.1 737 323 30.9 357 31.0 310 26.6 357 27.6 313 23.2 357 2{.4 309 20.8 157 22.0 306357 10.5 357 20.1 101 15.{ 757 17.1 204 III in 29.3 308 29.8 279 24.5 JO8 26.1 271 21.0 JOB 21.7 270 10.3 192 267 16.] 306 17.3 263 1441. 77.0 212 17.2 196ELI TABLE 6tl Sutehatc: 2.71,0-M. Anehor Ca atl Teble libel J.Sk Com. Hollow CMU Faed CMU PTWood Metel Y16' EI..1M' S9 Ekd 5118' El.. 114' SS Eko 10 SIeN N723leNl N/2 SIM Amtw type' 118'EkoUlOacon IM'EkoUbrmon Ultrecm 11GEkol4rewn 1/4'EkoUluacan Agg.Oaly Lit-. Ag9r MtV S. -(G5) Screw(G5) S."(W) Anchor CUP Patteme 1-7/8' 1' 2.117 r 31/0' 2' 0.18• 0.51• 0.324• Edge MW" (in) Embadnatl (N): 1' 1-314' 2.1Q' 1-14' i' 1-374' 2-172' 1.34' 7 1-114' 1-1/1' 1-111' 1.11- 1-7/4• 1.1/4' r 1318' 13111' wrles 2Amhm ® 431 MM. O.C. / S1em•d or dlsal CYp (fq. 782Y J9D 6» 790 9n 450 •e 0901oa 71{/4 14 2701b 2e01b 351 Ib1 740 b 77114 861 Ib 918 6» 341 9n 4421b 58011» 4 Amh--2.25' MN. G.C.ISYM•d (or09wO Gp(Fq. ]): 70015s 7009re 580 Yx 711014 95274 WA 58014 WA 630bs WA 88014 WA 68214 8.514 1120 ba S Amon®1.75'MIn. O.C.I6krWard (ar09aeU Clip wig. 47 9602 710011 WA WA WA WA 760Ib WA WA WA WA WA 13871oa 177014 224014 1 Ammra Q 3' Min. O.C. / (2) 2a5Argo Cape / ffq. 5r 780 •a 78014 6B00a 158014 1696 V. 540 6r4 50014 WA 780b 74814 88014 189214 862IDa 88514 7120 Ea 6 An hM ® 3' W. O.C. I (2) 2.5 Anpk CSpa / lFq. eT 117014 117014 1000 un 2]1014 2814 In. 810./ 81014 WA 174014 112214 1320 en 2838 We 1022 Da 1327 14 188014 A.h.. Q 0.15' Mn. O.C. / Urlq, h1o.12yMnn (FI9. 7): WA WA WA WA WA WA WA WA WA WA WA WA WA N/A 430 9n 2 Archon O.C/ FLIq W. 07 35014 35011 2809» 70314 4781bs WA 20014 WA 139m WA 14014 WA 317 6x 14214 56014 4 Amtwn 1.15' MN. O.C! Ft3q IFq. 9): 480 W4 7006x WA WA WA WA 38014 WA WA WA WA WA OB21Dk BB514 11201ba NOTE: FOR THE OFFSET CLIP, USE THE SAME ANUMUK PKi) 1 ERN AND ANCHOR .nw - TUFNT FORMULA' DP ) X ( ANCHOR CAP.,,„,,,•„\ =ANCHOR CAP... MULLION CAP.,,,,,,,.., / USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THEMULLION CAPACITY (FROM THE TABLE) OFTHE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: FIGURE 1: FIGURE 2: FIGURE 3: FIGURE4: FIGURE 6: FIGURE 9: lV E SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE 41 • • • • SHaTS 2-4 FOR GENERAL INSTALLATION METHODS. TJLINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OROPENING WIDTHS 6S ALLOWABLE. MU3fMULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLESTOBEDRILLEDINTHEFIELDFOLLOWINGDIMENSIONALRESTRICTIONSSHOWNONSHEETS21-23. FIGURES SHOW FIGURE 5: FIGURE 6: FIGURE 7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. 000 19• • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLEDCOIICRETEBLOCKUNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BEPRESSURE -TREATED YELLOWSOQTHIRNPINEWITHANSGOF0.55. ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF .125• THICK. STEEL ST S OBE A MINIMUM GRADE 33 AND .045" THICK (1 B GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125• THICK ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRW • • 000 • • AND 036. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & 12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1 1.000- 4.000* LI . 125" 1'X 4-X.125' MULLION PRODUCT RBVISED complyhl6with WeFllwide Building CodeNO)C,Cal)$, OACteWenM _ e' . ire• r7 ryo. 511'1(15 N $T1\qrl!, x". ./'LORI.... C9 A. LYNN MILLER, P.E. FL P.E.# 58705 IMOLC ff1 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: ONLQADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Anchor Cape MTable Obal MullionCapacilly Table Ibs Opening Width (for4eraca*spannigmullions) orOpening Hegm (forhodzonulkspemirgmufflons) Substrate: 501. 60 N 70N 80 N 90 In 100 N 1201. 140 in 150N 1 X 4X.576 Recungtim TWfTdaftg. Redang M, TfaprTdO%WAad -9 Loafing Left Loaang Rsdnguler TnpRdn9. Raclulpdu 'rOWTi ing. Rectngular TreplTdattp. Rad U191Aw TnpnbBng RedottguI- Traprrd.ng. Lmdro Laeatg La6Mg lntl.a tAednp WM 'Ladng Ladte Lwdttg Lpednp Re<hlilodar Tint".ro. Lowing 1.011440 RKWOOl46r TnprIldsng. Loafing Lwdro Alum. Tube Mullion Melal 0.g§• p ! c; g_ 566b0063- 5 D BE A MINIMUM OF .125' T41C GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS! 5;13' Eko 421. 170.0 620 170.0 435 17D.0 741 170.0 470 481. 170.0 705 170.0 624 170.0 050 170.0 554 In 170.0 747 170.0 683 170.0 696 170.0 631 64 In 170.0 797 170.0 fi12 110.0 956 170.0 691 00In 170.0 855 170.0 701 170.0 1083 170.0 797 63 in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 088 170.0 608 170.0 992 170.0 519 170.0 1118 170.0 621 170.0 1240170.0 521 170.0 521 17D.0 1735 170.0 621 1700 100 110.0 621 170.0 992 170.0 630 170.0 1133 170.0 051 170.0 1275 170.0 677 170.0 1417 170.1) 600 0 170.0 690 110.0 1953 170.0 we irwe 2021170.0 68050.625 170.0 1046 170.0 864 170.0 1195 17D.0 723 170.0 1345 1701 747 170.0 1494 170.0 756 3 170.0 766 156.0 lets 170.0 755 130.5 1919 170.0 756 170.0 1116 170.0 754 170.0 1275 170.0 803 170.0 1434 170.0 877 170.0 1691 170.0 066 0 170.0 861 137.1 1790 170.0 861 120.0 1799 1700 561 JiM 770.0 1240 170.0 070 170.0 1417 170.0 944 170.0 1594 170.0 998 155.6 1619 170.0 1033 9 170.0 1063 111.0 1819 170.0 1053 97.2 1819 1701 1063 170.0 1302 t70.0 940 170.0 14N 170.0 1015 166.7 1512 170.0 1076 11101542 170.0 1122 2 160.5 1168 100.7 1542 167.0 1167 00.1 1612 167.9 1157 g 661n 721n 70 N 761. 170.0 974 170.0 759 170.0 1169 170.0 903 170.0 1364 170.0 1002 160.6 1472 170.0 1086 142.8 1472 108.6 1140 126.5 1472 /58.11 1130 107.1 1472 147.0 1105 170.0 1083 170.0 970 170.0 1275 170.0 1000 1501 1J20 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1088 105.6 1320 1266 1049 88.0 1310 117.0 1024 170.0 1122 170.0 937 149.6 1194 159.4 101] 128.2 1184 139.0 991 1122 1164 125.7 W3 99.7 1164 115.3 964 018 1184 101.5 952 741 1164 97.6 9J6 1611.1 1124 170.0 907 130.4 1124 141.0 065 1151 1124 126.6 947 103.8 1124 115.6 031 92.3 1124 105.6 9l0 83.0 1124 08.5 900 89.2 1124 89.0 590 91.8 1472 148.0 1104 80.3 1172 1/6.0 1101 75.4 1320 112.0 1013 66.0 1320 112.5 1012 64.1 1184 93.1 027 50.7 1164 923 s25 59.3 1124 64.3 441 51.9 1124 83.2 878 7N' SS Eko N10 Sled 90 N 991. 1081. 111 N 105.1 644 111.6 760 60.1 444 94.3 736 89.1 742 01.6 fi&7 71.2 712 77.2 652 82.8 666 W.9 530 52.1 6116 63.8 611 57.6 SSS 65.6 503 46.0 555 19.5 495 45.1{ 475 /6.44339.0 /28 77.1 644 82.1 724 M73.3 712 80.1 841 68.5 702 64.0 611 81.1 893 45.0 841 61.2 876 83.6 742 87.2 441 .0 831 {9.5 742 M.l 822 44.6 712 19.8 814 37.1 712 13.8 800 14.7 556 10.8 513 .1 50.5 31.6 6611 37.7 498 J1.3 556 31.2 /92 26.1 688 29.8 181 1.2 555 11.9 187 .0 460 32.0 556 34.2 173 ze.e 535 31J 487 21.0 11.55 27.1 /57 32.6 475 37.7 120 .e N/ 25.3 176 26.8 409 228 475 21.6 404 10.0 115 21.1 395 6.8 044 50.0 688 31.11712 79.6 690 22.7 556 26.0 472 20.8 555 21.3 MO 18.3 475 10.7 387 33.8 041 0..7 682 27.6 7{2 37.6 354 19.6 585 24.7 468 10.01201. 14. 31441n 1/1' Eko Ultram 28.4 330 26.7 305 22.0 330 22.4 301 Ia.9 330 10.3 297 7.0 293 III' Elco Ultrecn I ACLC /D TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: ONLQADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Anchor Cape MTable Obal 20LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Substrate: 2.7k C-ete 3.5k Cone. 0 Holow CMU SiN CIPS SHON ARE NOT TO SCALE. FOR ECT DIMENSIONS, SEE iEETS 41. 3N HOLES TOO BELDRILL DYIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS F6W CMU PTWood Melal 566b0063- 5 D BE A MINIMUM OF .125' T41C GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS! 5;13' Eko IP 000 • •INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. UP SS Eko 5118• Elco 7N' SS Eko N10 Sled N72 Slee) 912S Anchor Clip Patterns Anchor Type. 3/14 Eko Ulracn 1/1' Eko Ultram LOU- 114 Eko Ulbaon III' Elco Ultrecn Aq"G t. Unracon AppfeGda Sonw (GS) screw (G5) Screw (G5) EdgeWisme(N7 1' 2.12' 1' 2-12' 3.714 1' 2-17 I" 2-12' r 318' 2' 0.40' 0.5•' 0.324' E•bsanen Gn>: 1.14• 1-1P 1-11' 1-1{' r 1-U4• 1-1N' 1-114' 1.1/4' 1-114' 1.1/4' r 1.9/5 13b• 1 no 2 Archon Q4.75'Min. O.C. ISUindadaOldel CUP (Fig. 162k 390 IN 390 ON 450 ON 1 89011. 1344 IM 270 IN 280 IN 354 IM 740 IN 374 IN 664 IN 446016 311 Ibs 44216. 5601IA Anchors Q 2.25 Mh O.C. / Standard (orO%e6 Clip IF10. 3). 700 M 700 M 680 •s 1410 IN 952 Ds WA 560 ba WA am IN WA 50016• WA 882 los 685166 11201W SAnchors Q 1.15 M9L O.C. / St.ndad (or068)C8p (Fig. 47 960166 1400 IN WA WA WA WA 700 ON WA WA WA WA WA 13531.56 1770106 2210 ox 4 Arch- Q T Alin. O.C. I (2) 2.5 A(*% Clips I (Fig. 5): 780 916 78D IDs NO IN 1560 IN 1 1595144 510166 560 IN WA 780IN 74510. 880 IN 1892106 882 IN SSSIN 1120 •a SArcrcn Q 3' Min O.C. 112) 215 Angle Clips I (Fp. SC 11701W 1170106 1020 IN 28401.56 2844 IN 510 bs MO IN WA 11401ba 1122166 13201.5. 28M IN 1022 In 1327 IN 1WG IN 4 Anchors Q045' Wn. O.C. / U43ip, N1o.125• Alun. (Fig. 71: WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430166 2Anna.02.25 MN.0.CJF-Clip(Fe.81: 350 IN 3500. 290166 705Ns 478Irc NIA 260.6 WA 3151ha WA 440 IN WA 341 IN 442166 5601. ArcAaa Q 1.15• MN. O.C/ F{41p (Flp. 91 490106 7001ba WA WA WA WA 350 Ns WA WA WA WA WA 6821W OSSIN 11201.56 NOTE: FOR THE OFFSETCLIP, USE THE SAML ANCHUK FA I LKN AND AVI HOR VALUESAS THE STANDuv F. ANCHOR CAPACITY ADJUSTMENT FORMULA: DF„) X ( ANCHOR CAP) .,,e,,,- _ ANCHOR CAP.., MULLION CAP.,,,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THEMULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USEDTO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. at • • • • • • • 6rt TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: ONLQADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. i 20LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0 000 N • SiN CIPS SHON ARE NOT TO SCALE. FOR ECT DIMENSIONS, SEE iEETS 41. 3N HOLES TOO BELDRILL DYIN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURES: FIGURE 6: FIGURE 7: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW ANDWOODSHALL BEGR ' tUl-TR CONCRETE BLOCK UNIT (CMU) SHALL CONFORM . 5 ASTM C-90ALUMINUMp1tES15UFE-TREATD YELLOWSOUTHERNPINE WITHAN SGOF 0.55. ALUMINUM SHALL BE THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' go 566b0063- 5 D BE A MINIMUM OF .125' T41C GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS! IP 000 • •INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. at • • • • • • • 6rt i i ttt Olt ii I i i a PRODUCT REVISED m complying withthe Florida Building Code / OZi$.IOA -plane No jrp- 3 ElpadFln ale- agi 72021 1(111 VIII, No. 5670:1 0 6 Lu A. LSUNMILLI2 P.E. FL P.E.# 58705 TABLE BB AnchorCe ecl Table(lbs) Mullion Capacity Table Iba Su061rdIE 2.7k C-dift Opening Width (for ver8cally-sparring mutons) or Opening Haight (for hodmr9ally-spamlttg mullorm) HOW G/U FOWCMU 501. BOF AnchorClip Patteme Antlar Type 70 in tl4'EoUNacm 00 in 90N iWin lm In 1401n Ueam 160N y18Ek0 Ufi-m Rectrgulr Treprrda.g. RectalgMar hep78ang. Rectangular Tnprrdmg. prTdang Ractplar Tre".ng. Rxtugular TNan Rectangular Ttaprldara R"IsNufs VWTdong. RectaflWar Tlapgmng R111.9ar Trap?dan0. Loadig Lading1.26" % Lad.9 L. -Ing Loafing Lmd% Lm&V Ladrg Loadng Losdrg Loafing Loading Ladn9 Ladrg Ladlg Loafing Loafing LaadnO 3-il8 3.188• % Tube Mull4 0.48 1IWEllbedortl1J/r I_V4• ppg_ spSQG 3 plk 3 AL2- 1a} 1-114, 1-111' 1-7/r x5I p $ p `3 138 Q 844 yp .SxE t g5 56 fi 4ig8 yp 3 11 1x51tgfi 270 bs N/A 540 bs 42In 1170.01 620 170.0 433 1170.01 744 170.0 476 170.0 We 770.0 506 1170.0 992 1 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1406 170.0 521 170.0 1735 170.0 521 161.6 1769 170.0 521 48 in 170,0 706 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 113.] 170.0 801 170.0 1275 170.0 677 170.0 1417 170.0 660 154.0 1546 170.0 880 132.7 1548 170.0 660 118.1 1540 170.0 600 50.625 In 170.0 717 170.0 f56J 170.0 898 170.0 831 170.0 1018 170.0 064 0 443 170.0 1316 170.0170.0 1195 ' 700. 747 187.0 1488 170.0 751{ 739.2 1466 170.0 766 119.3 1188 170.0 760 101.{ 7486 170.0 748 641n 170.0 797 170.0 612 170.0 956 170.0 691 770.0 ilia 170.o 764 170.0 1273 170.0 803 183.1 1378 170.0 837 146.6 1378 170.0 650 122.3 1376 170.0 981 104.8 1376 170.0 561 91.7 1378 170.0 661 001. 170.0 085 170.0 701 170.0 1063 170.0 797 150.9 1130 170.0 676 139.0 lt58 167.4 930 123.8 7166 INA 819 111.2 1150 150.0 912 92.7 1150 144.8 905 79.4 1156 144.6 905 89.3 1158 744.8 9D5 631n 170.0 930 170.0 745 160.1 1051 170.0 850 137.2 1051 155.9 602 120.1 1051 142.0 440 106.7 1051 132.3 637 90.1 1051 125.7 030 601 1051 119.5 an 68.6 1051 11g.1 821 60.0 1051 110.1 821 00 N 187.1 957 170.0 769 139.3 957 151.6 605 119.4 957 134.0 790 104.4 957 121.6 777 924 957 1126 787 63.6 957 106.6 759 69.8 857 {00.0 760 69.7 957 90.9 716 62.2 957 86.9 748 721n 128.7 804 135.2 698 107.3 804 115.2 661 91.9 604 101.3 671 60.4 601 91A 660 71.5 804 61.1 650 64.4 601 78.8 BU 63.8 804 72.3 W3 16.0 804 894 829 40.2 801 69.6 626 76 In 109.4 722 1144 630 91.2 722 97.2 gig 70.2 722 65.3 600 66A 722 70.7 590 we 722 70.3 588 54.7 722 65.6 580 45.8 722 69.0 670 30.1 722 06.7 485 34.2 722 66.2 581 9 TB in 101.2 683 105.8 800 844 885 09.8 666 72.3 865 7e.S 677 63.7 885 70.6 666 68.2 665 B/.b b60 60.6 866 80.1 553 42.2 665 G.3 613 38.2 663 614 677 31.6 865 50.7 636 goin 65.9 515 68.0 457 54.9 515 57.5 440 47.1 515 50.1 441 41.2 515 44.7 434 38.6 616 40.6 42a 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.9 515 29.1 40{ 08 N 54.3 45] 55.6 404 15.3 453 47.1 397 30.6 453 41.0 391 33.9 453 76.4 365 302 453 33.0 379 27.2 451 30.4 374 22.0 4S3 20.6 368 19.4 453 24.3 360 17.0 453 229 356 103In 78.1 350 39.0 323 3f.e J56 32.0 Jte 27.2 356 26.1 315 27.6 356 25.2 JOB 212 350 22.7 304 f9.1 158 20.6 300 16.9 356 18.0 793 111 N 35.1 3311 354 306 29.3 ]]6 50.1 301 261 338 26.1 297 22.0 344 23.2 283 19.5 336 20.0 209 17.6 378 10.1 286 120 F 27.8 290 28.3 264 232 290I. 23.8 260 19.9 290 20.6 250 17.4 290 162 263 15.4 290 16.4 240 1Id F 16.1 201 15.3 166T I TABLE BB NCHOR CAPAC 11 Y AUJU3I MCN 1 FUKM ULA: DIP-) X ( ANCHOR CAP r,,,,,\ a ANCHOR CAP_ MULLION CAP,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE S TANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • •• • • • • • 3)vl LLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3'188" CLP IP M • • • TS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED • • SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 285" IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURE 5: FIGURES • • • • • • • • . GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL TEPRESURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE I O6,#T4 D BE A MINIMUM OF. 125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND 125" X 3.188" X.285" MULLION045iTH(K (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL (1-1/4" VF MULLION) 4NQIHOGS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 000 • • #10 &072 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. PRODUCTREVISED a9 camplyirlg with do Pludde Building Code L6.. 6216.03AooeplanceW Ex imimDue .f/16ZI BY Miami o rods cl sl\1111111 /r!1/ I.YNIN' .4 Nu. 58705 JI/ 1 D LP7060' A. LYNN19111A, P.E. FL P.E.# 58705 AnchorCe ecl Table(lbs) Su061rdIE 2.7k C-dift HOW G/U FOWCMU PrWooe Mtlel AnchorClip Patteme Antlar Type Y18ElcoUYrxm tl4'EoUNacm 3'18 Eko Uatam 1lr EkoUeam V/'SSEkoAgWaClda y18Ek0 Ufi-m tlr53Elco AgQMG•a diDSloeSCnr06)SCI6W(G5) 61231eW RY2 SialSCrOY(05) 2 -TIT' 1' 2-V2." t' 1- 2-V2' 2 3-il8 7 0.48 1IWEllbedortl1J/r 13'r I_V4• 13'4•1-V4' plk 1-114, 1-7/r 1-111' 1-7/r 2 15'8 138 vales 2AncMrs ®1.78 Min O.C. I Slardr0 a ObetCap flg, 1} 4 Amhl ®1.15'MN O.C. I S1•IG31n (N011 W)Cap ft. 2} 8 MF. O.C. I (2) 2X5 Angle Caps I pa¢ 3} 390 b6 400 D5 780 bs 300 k6 700 b. 780 m 450 bs NIA 0 bs 800 as WA 1570 bs 270 bs N/A 540 bs 91.. 354 e6 NIA NIA 740Its WA 760106 374 as MIA 748 IDs 66410sbi WA am b6 WA 1692 as 311 IDs 6B21Os/ Artless W21Ds 112EO 665ba 160 m0 1120asIArcron®0.45'MIn. O.C.IUCYp, 1440.128 Num (Fig./} 1 Arcllor/ FCYp gag 51 NIA 196 e6 WA 145106 NIA z75 bs WA MS k6 872 an N/A 135bs NIA 177 bs WA 37011E NIA 107 bs WA 332 Ibs WA 473 tr WA 170 DS WA 221 106 U30as 280e6 2Ar hM ® 1.18 MIO O.CJ FCY ff1q 6T 210IDs 950 bt WA WA WA NIA NIA WA NIA WA WA 941 ba 4/2144 350 ®6 NCHOR CAPAC 11 Y AUJU3I MCN 1 FUKM ULA: DIP-) X ( ANCHOR CAP r,,,,,\ a ANCHOR CAP_ MULLION CAP,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE S TANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • •• • • • • • 3)vl LLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3'188" CLP IP M • • • TS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED • • SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 285" IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND FIGURE 4: FIGURE 5: FIGURES • • • • • • • • . GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL TEPRESURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE I O6,#T4 D BE A MINIMUM OF. 125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND 125" X 3.188" X.285" MULLION045iTH(K (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A38. ALL (1-1/4" VF MULLION) 4NQIHOGS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 000 • • #10 &072 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. PRODUCTREVISED a9 camplyirlg with do Pludde Building Code L6.. 6216.03AooeplanceW Ex imimDue .f/16ZI BY Miami o rods cl sl\1111111 /r!1/ I.YNIN' .4 Nu. 58705 JI/ 1 D LP7060' A. LYNN19111A, P.E. FL P.E.# 58705 I A13Lt HA Anchor Capacity Table Ib6 Mullion Capailky Table (Ibs11t2) SWeInN: 2.7k Concrete 3.5k Cana. Hollow CMU Filled CAW PT Wood Maw Opening Width (1orwrticsl"p6mlry m13aons) or Opening Height(for tlorizont6b+gaming mlAotn) 5/78' Eko 50 N 1/4^ SS Eko 516' Eko 601. 1.72 Steel TO In BON 90 h 1001. 1201. 140in 3178' EW U61xan 160% U9acon RecnnWW Trep/Tda4 Rom ogLiar Trs7/7Nry. Recletwul Treprdsry. RectergWer Tepnh.4 lk duwlu TnprrdeegLeadry Ree1.nWW T.WftlanD R.U.99u L091fiel9 Lned'+ f6c9 Logry TleplTd-9 RecteryuMr Lowing Loedry Teprldeng. Re qA", Loedry Ludln3r9 TepRdery. Ladry1.26%9.26 W -Avg Lodry Leadlei L-ftee Loa" Lmdng Loodun LOWh9 Landry 2-i/r 2' 17/e' Y 0.54' 100 A ulllonbe M g 13'4' yOp Y a ` 1-U4' 6 g` g5 0 g 1-7/4' gg Oypag a. We ggg riyyppgg 390 be 50lba y6e 1844 be 2101a 6 6. pppp ag mss• yq g r5 rS g yi• gp r5 yy rsypl 42 h 170.0 620 170.0 435 170.D 7U 170.0 178 170.0 868 170.0 SOB 170.D 992 170.0 519 170.0 1118 170.0 521 15J.3 1118 170.0 521 127.7 1116 170.01 621 109.5 lite 170.0 521 95.6 1178 170.0 621 46h 170.0 708 170.0 524 170.0 850 170.0 5114 167.8 978 110.0 810 146.7 170 170.0 661 130.4 978 imil 677 111.3 978 170.0 SM 97.8 978 170.0 680 81.8 978 170.0 880 73J ne 170.0 660 50.825% 170.0 747 170.0 563 170.0 896 110.0 831 150.7 927 170.0 681 731.9 927 788.5 708 117.2 927 159.1 689 105.5 921 156.3 6911 87.9 927 156.3 695 75.4 927 158.3 085 65.9 927 f58J p5 611, 170.0 711 770.0 812 161.6 069 170.0 1191 132.6 So 163.9 663 115.0 089 U1.6 689 103.0 869 134.0 060 92.7 689 129.8 654 77.3 889 128.0 852 68.2 Beg 128.8 652 57.11 889 12e.0 852 601. 113.2 116 153.8 834 110.4 748 132.3 820 1M.3 7b 117.8 609 80.5 748 1D7.8 699 70.6 746 101.0 622 71.6 746 96.8 5e7 69.7 Ile 83.3 503 51.2 7b W.] 381 14.8 7411 93J 687 6] in 123.7 677 772.0 ST9 103.1 611 1132 588 88.1 617 100.1 555 71.3 677 91.4 6111 58.7 677 85.2 339 61.9 671 S1.0 631 51.6 077 77.0 620 44.2 677 78.7 629 30.7 677 787 529 BBN 707.3 617 114.1 670 89.7 Sit 07.6 519 70.9 a77 BAJ DOB 67.3 617 7a.3 600 59.6 917 72.6 404 489 44.8 61763.8[ 4951 64.4 483 38.4 617 63.7 482 33.6 617 637 462 721. 32.9 518 87.1 150 69.1 618 74.2 440 59.2 613 85.2 132 67.8 518 08.8 125 18.1 518 54.2 119 IIA 111 31.11 616 e.11 408 29.8 616 13.0 405 26.0 516 IS.O 405 781. 70.6 185 77.7 408 58.7 465 02.0 398 60.3 466 64.9 790 44.1 465 49.4 364 39.2 165 45.3 378 35.2 374 20.4 455 39.3 367 25.2 465 36.6 984 22.0 485 76.2 7173 761. 65.2 441 680 387F14.9i87 57.7 779 48.6 Ili 50.6 372 40.0 Ili 45.4 366 35.2 141 41.6 38D 32.6 356 21.2 111 71.0 349 23.3 441 31.1 346 20.4 441 32.7 316 BEIM 42.4 332 43.8 295 37.0 289 30.3 332 32.3 2B/ 20.6 332 28.8 28D 23.6 332 26.1 270 21.2 272 17.7 332 21] 288 15.2 332 19.6 262 13.3 372 10.7 260 90 h 35.0 291 35.9 260 30.3 256 25.0 391 28.1 262 21.9 291 23.5 219 19.4 291 21.3 244 17.5 2H 71.6 211 17.1 236 12.5 291 15.6 232 70-8h 216 230 25.1 208 107 21.1 19.4 205 194 17.6 16.2 230 79.3 701 15.4 230 216 18.5 191 11.1 218 13.2 198 14.9 108111h 120% 22.6 17.D 218 23.1 187 182 770 15.7 1 167 I AISLt an Anchor Capacity Table Ib6 SWeInN: 2.7k Concrete 3.5k Cana. Hollow CMU Filled CAW PT Wood Maw 5/78' Eko 1/4^ SS Eko 516' Eko 1/P SS EkoR3.411 1.72 Steel 6I2 Steel Anchor Clip Patterns Arch type: 3178' EW U61xan 114' Elco U9acon U6recon 3116' Eko U6ncan 1M El- UUncm Aggleoafar Ulbecon Ap9re(3alor screw(GS) 2-ur 1^2-7/Y 3-iff 1'2-1/7 1' 2-i/r 2' 17/e' Y 0.54' 0.324' 1-314' 13'4' 1-3/4' 13/4' Y 1.114^ 1-U4' 1-1/4' 1-11.' 1-1IP 1-7/4' T 13/9' We 2Arch- Q 1.75' Mh. O.C. / SIen6Me a OBaM alp IFq. 11 390 9n 390 be 50lba 8901bs 1844 be 2101a 28Dbe 351 be1401ha 3741be 664 be 1NO Ibe 442lbs 560 6c4AuhmQ1.IV MN. O.C. / Studerd (or08eeq ap (Fi9. 2)l8o v. 7oD r. WA WA N/A WA 7BO IOs WA NIA WA WA WA 085lbe 1120 b. 4 AMh- Q rMin. O.C. / R) 245Ary%aipe I (Fig. 31 7801oa 78DIba SBO lye 15M bs 1896 be 540 be 560 bs WA 7W Ibe 7461W 1190 bs 1892 ba BBS IDs 1120 be3A.. Q0.54^ M18 O.C. / 0114. Mo.100' Alum. (Fig. 4} WA WA WA WA WA WA WA WA NIA r0A WA WA WA 850be1Archy / F 1W (Ftp. S) 195DSla 225lbe M5 be 822 bs 135be 710bs 177 IOs 370Ibe Is? a. 332 ba 47316. 221 IM 2801W2Anchors1.15' M%. O.C.I F471p (Fg. By 240 bs 350 bn WA WA WA WA 190be WA N/A WA WA WA 4121be 5B01Da ANe.HUH I AY ll T A DP ) X M( ANCHOR CAP. ,,,,,) =ANCHOR CAP.- ULLION CAP- USE THIS FORMULATO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDINGTO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 1.250' 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. 00 • • • • • • • • • 4) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDJOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • • • • • ileOWNu1ULL'ON AND MULLION CLIPSSHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE 3'250• • gN1iI.E • • • TS21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BEIUSEDT• ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL ' 1 FIGURE 4: FIGURE 6: FIGURES 090 • • • • •E PRE SURE•TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE N • • • • O6 -T5 ND BEA MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUMGRADE 33 AND 04 T K (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND 1436. ALL 125' X 3.25"X"' 25' X.100' aANQHOOS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. MULLION tato 10 6412 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 0 Y VRDDUCT REVISED a9 complying with IItD Florida Building Code 0 LYNN 1, "//': d• F it/: No. 58705 SIA f ..•• t7: C lA. bNN, MILek, P.E. FL P.E.# 58705 I At3Lt IUA Mullion C4oBUtY T601t 8b•M - - - TABLE 108 Sub5traw soh 60 in 70k. • BON soh 1110i.120 Ia f4oh 160in AnchorCapaelty Table ([be) 35k Cane. fag'hr TrpRriw% Redan•der ImPTC-9. Redonpda TnpRdanp. Raclenpub Tngrtdeng. Roclangu4r Tnprtrunp. Rodsnpda 7rapliMg. Raclapular Tnprfnanp_ Reclanpdar T.WfTdang. Ro t&Vkdar TrpTriat. Loadag L.Wing Lmdig loading L king Loadi0 Lading Loading Loading 126 %26 loafing Loading Leadeg Loading tnadYg ladhg Loadeg Ladng lading PT Wood X. Alum. Tubs .L•1; Mulllon E gg o aguug. Ps S ' 8 g ub 6'4 s9 ;:a ua ¢ r= g3 b li-4113eodafag & is f is Td-lit iE1A. d I & g is f f& & e V4' SS Eko TABLE 108 Sub5traw 2.7k Oaknate AnchorCapaelty Table ([be) 35k Cane. Habw CMU FlIleO CMU PT Wood dal 516' Elco V4' SS Eko H1C Fko 1f SS Elco p10 SIe9 Xt2Steel X12 Sled Amha Type Y1C Eko Ulrecm VC EkoW,- UA/acon Y16'Eko Ulacal VAI Uelxon Apge081a Ulmfm AgpnXaAa Strea (GS) Screw (G5) Scrar(G6) AnchorC%p Pattem• v 2 1' 2 -VT T 31/6" 7 0.46' OST 0-324- E41pe DstamejN 1•2 VT 1• 241T SIR' VT 1.114• 1-114• z 1-39• 13/8' des Embedwt n- 13/4' 73/4' t314' 13/4' 2' 1-1/4' 1-v'r Lv4• 1-v4• 311 bs 4a t. 360015 2Arcron ®479 MWO.C. / Slaroam or00581 W p14 1) 900 Ds SOD hs 4501. 800 U» 1641 bs Z701bs 280R. 351 Ox 740th. 374I» 661 WS 016 ks 665 m. 1120106 4 Arenas M 1 15' Mkt O.C. ISW MN (a016.1) t'21p (R9 4 48065 7001. NIA WA NIA N/A 9601. H/A WA N/A WA WA T8921. 6821. 921. F651. 1120as 4An[tprs (0 7 Mh. O.C.Im245AryleClpsI (Flq 3) 71101. 780 66 690 be 5560 6s 18061. 540Ibs 560 b6 N/A 7601. 740 ms 8801. WA 05066 3ArtMrs®0.54'Mn. O.C./ U Cp. Wo 107 Alum. (FIp 4) NhA WA NIA WA N/A N/A WA NIA WA N/A WA WA 4191. N/A 1T0 b] 2211. 2801. 1A. -I -P fill 6y 1956. tfl5 t. 2251. 445 Ibs 822 WS 1351. 140m 177bs u,a 9701. ws 197 bs N. 3321b5 WA WA 94166 44266 I E60 I. 4NCHOR GAPAt:1I Y AUJUWMCM rurtmurss: OP..) X (ANCHOR =ANCHOR CAP.,,. MULLION CAP.,,,,,,.,, USE THIS FORMULA TOOBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THESELECTED MULLION. ITWILLYIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOROPTIONS FROMTHE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4FOR GENERAL INSTALLATION METHODS. LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • • • • • 3) LLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE1+Nr1LE • 4 EETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONStLIP 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 GROUjM GFILLEDCONCRETEBLOCKUNIT (CMU) SHALL CONFORM TO AST90. WOOD SHALL FIGURE 4: FIGURE 5: FIGUR 000 j SURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE roe B506drT5,.ND BE A MINIMUM OF.100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 10 012 ANCHORSINTOWOOD MAY BESTEEL, 18-8S.S. OR410S.S. 1.25' X 3.25' X .624' MULLION oROOUCT REVISED vs complying with the Florid• 17uildingCode 11111nItr - No.5L'105 i y O Ka Lr SCy(Jhl,1 17r. A. LVNNIMILLk P.E. FL P.E.# 58705 IACLt VIA Mullion C9psift Table pbeRl7) Opening Width (rorve111ce1yspelWng mullions) orOpening Height (IDr horl2olts"penni g millions) 501. 601. lou 60n 9D1. 106 in 120n 140 in 160E 726 %394 Rsclsnguul 7rsp7dsnp. Rsclsn9ly Tap/rdsrlp. Red.9dv Tap/rdey. Raclanpulx Taprfdsnp. R.U.n99v Trspfrdsn0, R.Usydsr TlspTft. IGUsnggv Trsprrd.ng. Rsd"0., Tap'Tdsny. Rsc11"J., Taplfdlnp. Lwbip Lwdi• Los6np Loldng Lo.dup Lss4'sq Lssdnp L."ny L.&M tnsdir• Les6n8 t.we0• Lsstinp Lwdep Loed's• lss6np Usdnp LosdB• 024 „ Alum. Tub s $ § Mullion gig, € €fi sB g s€3 $ sa Ie fa;?fifa fila @fa f fa fi a €a fiSa fins 3fias a a a 421n 170.0 620 170.0 435 170.0 711 170.0 478 170.0 068 170.0 606 110.1) 992 170.0 619 170.0 1116 110.0 621 170.0 1240 170.0 521 170.0 1118 170.0 521 17" 1735 1700 521 170.0 1903 170.0 621 Ie In 770.0 101 170.0 57A 170.0 850 170.0 561 170.0 992 170.0 630 170.0 1173 170.0 661 170.0 1775 170.0 677 170.0 1411 170.0 610 17D.0 1700 1700 680 1700 1903 170.0 680 110.0 2267 170.0 600 50.626 n 170.0 717 110.0 56) 170.0 896 170.0 631 171.1 1046 170.0 681 170.0 1195 170.0 727 110.0 INS 170.0 747 170.0 1494 110.0 766 170.0 1793 VD -0 756 170.0 2092 170.0 756 170.0 2391 170.0 756 W1n 170.0 797 170.0 612 170.0 956 170.0 691 17D.0 1116 110.0 754 170.0 1276 170.0 103 170.0 1434 170.0 837 170.0 ISM 170.0 656 170.0 1913 170.0 961 170.0 201 170.0 1161 160.2 2403 170.0 1161 601n 170.0 885 170A 701 170.0 1063 170.0 791 170.0 1240 170.0 678 170.0 1417 170.0 911 170.1) 1S94 1700 996 170.0 1771 170.0 1033 170.0 2125 11D.0 1063 118.3 2167 170.0 106) 109.8 2163 170.0 1063 63in 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1702 170.0 910 170A 1188 r 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 166.9 2060 1700 1169 134 5 2060 170.0 1171 117.7 2060 170.0 1171 661n 110.0 911 170.0 789 170.0 1169 Vol) 903 170.0 1]61 170.0 1002 IT0.0 1558 1016 170.0 1757 170.0 1155 170.0 1418 170.0 1210 113.0 1966 170.0 1276 122.1 1%6 170.0 1216 101.2 1961 170.0 1286 72 in 170.0 1097 170.0 078 170.0 INS 170.0 1009 170.0 1488 170.0 1126 170.0 1700 1220 154.1 1731 170.0 1715 138.7 1734 169.8 1386 115.6 1734 155.9 1364 99.1 1771 160.1 1362 96.7 1734 160.2 1752 3 761n 170.0 1122 170.0 837 770.0 1716 170.0 1080 1611.6 1556 170.0 1209 147A 1556 1285 171.1 1556 1515 1266 117.9 1556 141.3 1251 9113 1556 726.3 1229 099 1556 122.7 1219 73.1 1556 721.2 1216 i 781. 170.0 1161 170.0 967 170.0 1381 170A 1116 155.9 1177 169.3 1216 176.1 1111 1221 121.2 N71 139.1 1206 109.1 1477 127.1 1191 90.11 1177 116.9 1169 77.9 1117 110.1 1158 68.2 1171 109.7 1151 in 112.0 1110 116.5 996111111101279 968 101.6 1110 107.9 951 18.6 1110 936 719 1110 97.5 922 710 1110 80.7 810 59.2 1110 71.7891 51.7 1110 66.6 871 11.1 1110 b2.T 07096in117.0 975 120.3 872 97.5 975 101.5 156 83.6 915 88.) 092 77.2 975 92! 65.0 975 71.2 817 68.5 975 65.1 1107 11.8 t1l 574 769 17.1 975 62.3 716 36.6 976 49.7 761 109 n 12.2 771 81.0 696 68.5 T71 70.7 665 68.7 771 61.7 674 51.4 d3O 54.7 V4 15.7 771 49A 655 11.1 711 09.9 617 31.3 39.!632 27.1 771 35.0 621 25.1 771 32.1 612 11 in M 730 77.3 661 63.1 730 65.0 650 54.1 730 56.3 640 47.3 49.! 631 42.1730 45.0 622 37.9 730 41.1 614 31.6 35.6600 2T.0 730 71.9 589 2).1 130 29.5 Set 120 in 69.9 624 61.0 569 19.8 624 512 560 42.6 624 44.7 $52 37.5 39.2 544 33.3 621 35.7 577 30.0 624 32.2 531 26.0 27.7 619 21.4 621 24.6 509 18.7 624 22.5 501 144 in 74.7 433 3S.1 400 20.9 433 29A 395 21.8 13] 25.1 390 21.7 22.1 30S 19.] 133 20.0 381 17.3 133 182 376 IAt3Lt II b 1.250" Anchor C epeclty Table (IDs) TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: gNO1LE • • • • 3)A LLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.94" 6: CLIP If* • • TS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED OWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 4: M FIGURE 5: Suhl2te 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 VE SURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 824• T5 D BE A MINIMUM OF .100• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045jTHJPK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125• THICK AND A36. ALL 0 &0122 ANCHORS INTO WOOD MAYBE STEELW INTO METAL SHALL EXTEND AT T 8-8 S.S. OR 3 SCREW 410 S.S. EADS BEYOND THE MATERIAL. 1.25'X 3.94• X.624" MULLION 2A 0-.16 31*Calc. Hollow bAU FINMCMU PTWow Metal 5'16• Elco 109' SS E%o S11S' Eko VC SS ER0 410SI d B12S(ed 912 Sled AnchcrCIIP Peltsme Ancrla type' 3'15 Eko U11c Vr EkoUM18cM UMacon 1F Ex UOaal Vr EkoU91Ma1 Ag9eG.1 UK-. AggmGd. SUM (06) SUM P5) SUMfG5) Edgo Clsteme fnj t• 1 2412' 1 V 2-V2 3.178• P 2 -VZ 7• 3.11 2• a45• D.5r 0.324' EtnDeOnenl n 1,74• 13V' 1514• 15'd' 2' 1-V4• 1-Vr t-114• 1 1-1/P 2 i5B' 13'6• 131es 2A%h- ® 4.75• Min. O.C. I Stella• a ODsel Clio 1119 1) 300 os 390 Y37 450 bs600 8e 1644 IDs 270be 2801)6 354 ms 8R 661109916 eta 3/t An 162116 560 AB4AmhasQ1.15• Min O.0 I SUnMA (aCleeq Cp Vo 2) 460106 70016 NIA WA NIA NIA 350106 NIA M2-IIZT WA WA fi82tln 665106 1120 Ori4AMhM917Min. O.C. I(2) 2c5A(pkClpslpig 3) 780DS 76086 6601K 15W N6 1896106 5/0bs 5mle NIA on BBO Ion 169216 682096 885 be 112011E4Anth-Q0.54• Mn. O.C. IUCLA Vdo.10P Alumft 4) NIAA N7A NIA WA NIA WA WA NIA WA 126706 1AMhXl FClp lR9 `) 195106 195106 225 Y6 dd5166 872109 135106 140 9.e 17716 DS 332862AMIIDn1.17 MIn O.CJF-W 9 6T 2101H 350 be NIA WA NIA NIA 180 A6 NIA WA WA 911 tDs 4d2 be E6096 ANCHOR CAPACITY AUJU5IMtNI FVKMVLA: DP,,,) X (ANCHOR CAP.,,o,,,,, = ANCHOR CAP.,,, MULLION CAP.,,„,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. PRODUCT REVISBD m canplying with Ne Flbft Building Code a_ _ 11(IJ(rI)7v 01 IYiJN V= f - 14. Sn705 OF t(/4 ISS/C)NAk, A. LYNN MILt R, P.E. FL P.E.# 58705 1.250" FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: gNO1LE • • • • 3)A LLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3.94" 6: CLIP If* • • TS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED OWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 4: M FIGURE 5: IN PAIRS. FIGURES 0040 • • • • 00 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 VE SURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 824• T5 D BE A MINIMUM OF .100• THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045jTHJPK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125• THICK AND A36. ALL 0 &0122 ANCHORS INTO WOOD MAYBE STEELW INTO METAL SHALL EXTEND AT T 8-8 S.S. OR 3 SCREW 410 S.S. EADS BEYOND THE MATERIAL. 1.25'X 3.94• X.624" MULLION PRODUCT REVISBD m canplying with Ne Flbft Building Code a_ _ 11(IJ(rI)7v 01 IYiJN V= f - 14. Sn705 OF t(/4 ISS/C)NAk, A. LYNN MILt R, P.E. FL P.E.# 58705 IAt)Lt 7'LA OpeningWidth gorvericaty-spanang morons) oropening mlgm pormnmmery-spam 50N BON 701. so in 1 901n 100N 1201n _. _ _ 1401n J.•N+ 1a0N RrYenpaw TrwpMnhm0. R.c1.npA.r Tmpinl.m R.etr•ui.r Tr.prmwQ. Recurol.r R.pmrq. ncc+a,p,r .,.r,,,w. ••••,••ar-•• ..... •.._.w. _ _ 2 xdx .26 ro ln.•ne LaQro LaednO lnrfnp L.s•rp l..a•np LaeMp L•.drro la•nA Lm•n0 t.•0'+e L•b"0ro Loa•ro L••d"0 L..•nA caro Alum. Tube Mullion ' A i 1Lt$ Anchor Clip Patterns NOTF- FOR THE Amhu Type Yl Ir Eic" UAmcon VP EItOUIUacOr1 UiM[on &W EICOLMa.m I 1/f Ek..-- It016- Elcoo "r I UAletm 12 Slee) Sum (G5) CLIP. USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ( lnory cn vel IMR ARF I18FD IN THE EXAMPLEON SHEET 24. AN1 MUM U DPje) X ( ANCHOR CAP.,,,,,=ANCHOR CAP.,,,, MULLION CAP.:—,—) USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OFTHE SELECTED MULLION. ITWILL YIELDAMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TOQUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE I: FIGURE2: FIGURE 3: FIGURE4: v 2'000' TABLE NOTES: 1) fEECHEE101 FOR IN9TRUCRRINS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR G04€i 1L I STILL,7101 MP•rHODS. FIGURE 5: FIGURE 6: 2) CIN 4R ICITEIPCiy1%N BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4.000" 250' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED INTHEFIELDFOLLOWINGDIMENSIONALRESTRICTIONSSHOWNONSHEETS21.23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: C • 4) j&JTRATEt CONCSETGSPALLCONFORM TO ACI 301 SPECIFICATIONS. HOLLOW ANDGROUT -FILLED CONCRETE BLOCK UNIT a • ANC ECLIP FIGWREE 566)0 MUST eERS. • CeIU) SHALLCONFORMTOAST/1 C60. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.' p• X 4'X.25" MULLION GIRIGE UM 1RU@T BEL STELO ARD LV AMINIMUM 5- HIC THICK. STEEL STUDS TOBEA MINIMUM GRADE 33AND LE THICK (18 GiR1GE]]. 51RUCTURAL STEEL T8 I AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREWINiIRS. • TALVADS BEYOND TH£ KATERIAL. #10 &#12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. 0 PRODUCT REVISED m complying wilh"Fibtidll iiailamg Code ,6-02)8.0Ac«p1r1« No 3 Expires' Date Z) ByMir D"de hodacl Coo 111111 t11 /,/ i t'6. ..... .... Q`' i 110ENS/r P sr I tJo ::U705 R1omuq ...:' S/UNA A. LY&OLLER, P.E. FL P.E.# 58705 PRoDUCf REVISED m c—plying wish"Florkh n"mow` = 16-o2f8.o3 in Dute Q(YL Ey Mian' ho&la IIII1111/ I' Y' 1 hlu. SRlos SlAil Ov A. LR, P.E. FL REN 58705 PRoDUCf REVISED m c—plying wish"Florkh n"mow` = 16-o2f8.o3 in Dute Q(YL Ey Mian' ho&la IIII1111/ I' Y' 1 hlu. SRlos SlAil Ov A. LR, P.E. FL REN 58705 I At5Lt 14rs AnehorCllpst TwDb 6Dw) 91EelnIC ZA Ca mte Q01 1+ No. 59,105 3.9c Cas. b i w. HolowCMU S IAT@ OL FldCtAU PT WooO MC• AnahorClip P•tb- Arena Tyle 3'16•Eko USIMM 11f Eko Ulracm dl6'Ek. Ulm, 3I16'EkoUlmcon Ur Eko Ulllecal 114'SS Eko d16"Eko 1!4'SS Eko 01D 518• 012 Sleel 01251ee1AQQMGalaUK— A eGla &c (G6) SE (GS) Scow (G5) EcWDlstarce(YQ 1' 2-1? 7' 2-72' US' 1' 2-72' 1• T-12' 2' 3 -VB 2 0.1. 0.32r Embedne01 (In} 114' 131f 1.Vr 1J/f 2 1-11r 1 -VI' 1.114- lA14• 1-11f 1-1M' z 1518• ty8' vales 4 Arcron ®3'MIn. O.C./(2[SAIple Clyn/(F 1} 780106 780106 680106 t5W bs 18961bc 540lea ODs WA 7m •s 746106 BBO IDS 18021Ds tl2lOs 686106 1430166 FIGURE t 0 0 0 ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOTES Wwl mvmumr-i i NVJV.IIwICa DP,,,) X /ANCHOR CAP.,,o,,,,\ _ANCHOR CAP.,„ MULLION CAP.,,a,,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS2-4 FORGENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 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 SHEETS21-23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4SUBVRATGS: QDNCRE&E SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED OONOREIE BIIOCN UW (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED LLOW SOU}HERN ME WITH AN SG OF0.55. ALUMINUM SHALL BE 6063-T5AND BE AMINIMUM OF .125' TDICI SI ELJT(S TdB1W A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT S ! T ICy pN; 436. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND E MA ERIAL. #10 & #12ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. 1.28'X 2.11'X.125'MULLION INTEGRAL FIN MULLION) Q01 1+ No. 59,105 b i w. S IAT@ OL co F--1.266"-1 s•RfA)UCf REVISED as complying with the fib" Building CodoAcoeplanceM ((oo2tB. cg Expindion Dile lb *Z 2.116' I 125' ey M' Dade hoduct: 1! II I I. Lv1 NL 1.28'X 2.11'X.125'MULLION INTEGRAL FIN MULLION) Q01 1+ No. 59,105 b i w. SIAT@ OL s`/oniia'\-,. A. LywNIMILLE`, P.E. FL P.E.# 58705 TABLE 15A Subslmle: 2.7k Concrete wncno-a 3.5k COrc. HdIa CMU Fled CMU PT Wood WIN Andwr7ypa: 3/16 Eko UtMm 1N' Ekc Utracon 5/16' EkoUluecon Mullion CavRoft Te6b e#t 134• Eke Ulvecan 1IC SS Ek. 5/18' EkoAOpreGakr118' EIrl 1/1' SS Ek. 910 Steel 3412 Steel 112 SIeN A9preGela Buaw (G5) Screw (G5) Screw (G51 Anchor Clip Patterns Opening Width(forverticaFlr-ePardRHAam)orOpening Height (for h0lizOrID epBr9ling17100nd) 1• 2.12' 50 N 00in R.W01m, T.Ktviw p RWWBpsr TrepTlen9. 701n Rede Aer Trsp/iHen6 00 N 901n 1001. Raetenadar TrWTdam. Rect•19u1r MWIHsrq. Ractenprbr TWTdane. 120 h Rwtn10u1N Twmeng 140 h Reetano. T.Prr'IwV_ Lowing Loedne 160 h Rect.W. 11e0/rim9. Leadng Loodrq 3,26" 30 Loedrq Lcadnp Loedeq Loadng Losdn9 Lowing L dn9 Lowing LeadnO Loadng Lowing Lowing Losdrn0 Ladng 1-114- 1.114' 2" tal6 1JI8' DEG.ALj_ BAYMULL Fn, d nt Tmk x _ x _ x _ 1-7/1' 45014 p d RE$ 2' 1700 foe B 3519x5 740Ibs 5Q u. a E c$ 831p Y7 g yept g is . i 3d 2 d tsg ivy yy5 5 yet d8 Y d 8 Se S }fit ' RS} Egy ` ti y #$ $ }fit 6 t •gg j Vice d !i 32rod36dE2ddd. 0 7B0IDs @ 25251bs 17D.0 435 1TO.0 741 170.0 47a 58014 18 170.01 JIM 170.01 1 170.01 40 521 170.0 14M ITO.0 521 1 t7O.O 1735 1170.0 2t 149.1 iT40 I'll sf42N170.0 620 624 170.0 850 170.0 681 170.0 9D2 170.0 830 170.0 1133 170.0 651 170.0 1275 170.0 677 170.0 1417 170.0 6e0 162.2 1522 110.0 000 130.6 15M 170.0 Goo 114.2 ib22 1760 8604eh170.0 700 170.0 170.0 503 170.0 898 170.0 Ism 170.0 1048 170.0 601 170.0 11% IT' .0 723 170.0 1345 170.0 747 1642 1443 170.0 755 16.9 1443 170.0 760 117.3 1443 170.0 756 1026 1443 170.0 75050.e25N 170.0 7/7 612 170.0 950 170.0 691 170.0 1116 170.0 7b1 170.0 127b 170.0 0W 160.4 1353 170.0 837 114.1 1353 170.0 a56 120.3 1351 170.0 861 101.1 1337 170.0 881 90.2 1353 170.0 e616! h 170.0 170.0 797 BBS 170.0 170.0 Tot 170.0 1083 170.0 797 167.0 1218 170.0 B7B 116.1 121e 170.0 9H 129.8 1210 159.8 936 110.9 1218 152.1 921 07.! 1218 145.1 913 83.3 1210 148.1 915 73.1 1210 116.1 913 BON 63 h 170.0 96 170.0 745 170.0 1110 170.0 050 160.2 1160 158.6 %3 IIIA 1150 163.0 911 118.8 1160 NIA 698 1%.1 1160 134.2 065 07.6 1150 126.7 871 76.1 11d0 134.2 870 65.7 1160 128.2 070 66 h 170.0 974 170.0 709 152./ 1018 165.e 881 130.6 1016 148.6 864 114.3 1015 133.1 050 101.6 1016 123.4 679 Bt.4 1010 1Me 86 76.2 1010 109A 821 65.3 104a 108.2 $1$ 57.1 WO 108.2 618 cW60*'6 080 147.9 784 117.4 880 126.0 710 100.0 860 110.8 734 00.0 OW 100.0 722 78.2 860 92.0 712 70A 680 88.2 703 60.7 eeo 79.2 697 50.3 %0 70.6 500 41.0 Beg 78.1 880 37 700 125.1 8% 99.0 '180 100.1 076 85.5 7B0 9J.3 B83 74.8 790 87.9 8 790 02.1 819 150 115.5 %7 92.7 760 9a.i 6//70.1 750eS.B 0128 7/A 600 60.1503 62.9 IBI 61.6 653 6/.8 4534661 4% 01.1 143 19.5 495 61.5 435 42.4 4% 148 7 391 42.0 63 770 SD2 375 32.0 370 33.0 36 27.5 370 2a.8 325 21.0 370 25.7 320 21.1 370 22.8 1.2 370 20.. 4 317 3D.0 269 25.3 317 28.0 2B1 21.7 317 22.5 2a0 19.0 317 19.9 278 10.9 717 17.9 273 144 in ITA 220 1 17.6 1 203 TAR[ F 15R Subslmle: 2.7k Concrete wncno-a 3.5k COrc. HdIa CMU Fled CMU PT Wood WIN Andwr7ypa: 3/16 Eko UtMm 1N' Ekc Utracon 5/16' EkoUluecon 3116' Ekc Ulbeoen 134• Eke Ulvecan 1IC SS Ek. 5/18' EkoAOpreGakr118' EIrl 1/1' SS Ek. 910 Steel 3412 Steel 112 SIeN A9preGela Buaw (G5) Screw (G5) Screw (G51 Anchor Clip Patterns 3-115' 1• 2.12' 0.51" 0.324" Edge Olslance IhR 1' 2-1/2' 1' T -1R' 1.114' 1-1N' i-1/4• i•1N• 1-114- 1.114' 2" tal6 1JI8' odes Fn, d nt Tmk 1,/4' t4 1-314• 3901b9 1-7/1' 45014 1.3/4• 890 Poe 2' 1700 foe 270 •s 28014 3519x5 740Ibs 37/ 14 17014 BIB Ibe 311 ka 342 IG 5B0 An 2Anchors 5' Min. O.C. / (2) Ts5AngleCads1(Flp. 1): 390 7B0IDs 187014 25251bs Sb •s 58014 WA 112014 71814 BBO lore 1097l4 6B21bs 8B5 Ib 1120 Ne 4 Anchor ®3.5' Min. O.C. fr2) 2x5 Anda Ceps I lFq. 27 7a0 Ye 78D toe oou er wA e4014 WA 105914 WA 1320 W WA 1022Ibe 1327 ID6 1880 Ds BAneraR <.Il'aen. v.r..l ty .., y.o w+,v•,r. . _ __ __ ANCHOR CAPACITY ADJUSTMENT FORMULA: OP ) X ( ANCHOR CAP.,e,,,,, =ANCHOR CAP.,,, MULLION CAP.,,,,,,, USE THIS FORMULA TO OBTAIN THE -ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT ISLOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THESELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATIONON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2:•• 'RR 91 . 125' 1) MULLISyAND M*WLLIQN CLIPS S4WARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TORE DRILYEOdN TME RIELDFOOLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. IGURE,cPSHOW SUIGGLRSTOD. AIDPMXIMAE HOLE LOCATIONS. 1) SUI%ftTES:t8NCRETE SALLICOMRM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATEDYELLOWSOUTHERNPINEWITHANSGOF0.55. ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT 30' BAY L1 25" THICKANUA B!ALL ANCHORS IN1O METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND MULLION THE:4ATERIALO,#1&& #12,4i0CHORS INTp 1Ng0 4AY BE STEEL, 18.8 S.S. OR410 S.S. 0OL ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRSO 0 0 • • • • • • • • • • 0:0 •• • • 0.0 PRCOUCT• REVISED as complying with We Flo" Bonding CodeA.ptana NO )t'D-o'L18 P.xviretiion Ded.aO. M J, \11111111/ I11 A. LYNN MILLA, P.E. FL P.E.# 58705 FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. EA SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: 4 NsAMULLIUANMUQ*C41PSHy WKARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRIkWD W TME FIELDFOMAWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. RIGURES60IOVOSUGGESTED, APPROXIMATE HOLE LOCATIONS. SUB91"ES: CQNCR6E SHALAOMRM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 3: CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063 -TS AND BE A MINIMUM OF .125" THICK. STEEL STUDS D1 BEA MINIMUM GRADE 33 ANO .045 THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LER9f •126" THICK ANDP.!:\LLANCHORS IN10 METAL SHALL EXTENDAT LEAST 3SCREW THREADS BEYOND THE MATERIAL.•#10%#12tRCA HORS:NT2 WQOD:AAY BE STEEL, 18-8 S.S. OR 410 S.S. ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.• • • • • • • • • • • AIZMUCf REVISED a c...plYin6 wish OwFlbridh Building Code 16"0218.03wcaprmceNo E.pinll-Dal, 2021 NO. W 13 E;Thl l-. 70t .. A. LYN. Vl ER\.E. FL P.E. 58705 1.000" r-- 125' 2.0 125" T V X 2' X.125' MULLION 6083-T8 ALUM. XSEC11ON 1.000" --- 125' 2.0 . 375" 7 1' X 2' X .375' MULLION 6063-T6ALUM. X -SECTION I re `- STANDARD CLIP 6063-T6 ALUM. ENTER OF ANCHOR HOLE MUST LIE TOPVIEW IN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1116'. 375" 375' I MIN. MIN. r ---- -------1------------i - II I I I • I I B D I I I I I I 1 I n I. ------. • • j 1.00D' r- 125" 2.750' 375' T VX 2.75' X .375" MULLION 6063-T6 ALUM. X -SECTION 2.125" U -CLIP I 6083-T6 ALUM. jj X -SECTION 125- I E i .740" F - E 338' MIN. A I U -CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER t 1/16'. TAlal r p V X 2.75' X .650' MULLION 6063-T6 ALUM. X -SECTION I--.125" 2X5 ANGLE CLIP 6063-T6 ALUM. 2.000" X -SECTION 125" 125" 3.188" 265" T 1.25" X 3.166" X .265' MULLION 6063-T6 ALUM. X -SECTION 375' IN. 2X5 ANGLE CLIP 6063•T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER, 1116-. Mull Dimension (sheet #) Mullion STANDARD CLIP 375" I 6063-T6 ALUM. 2.000" I X -SECTION BM11M DETAIL F, SHEET4 125' E I re `- STANDARD CLIP 6063-T6 ALUM. ENTER OF ANCHOR HOLE MUST LIE TOPVIEW IN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1116'. 375" 375' I MIN. MIN. r ---- -------1------------i - II I I I • I I B D I I I I I I 1 I n I. ------. • • j 1.00D' r- 125" 2.750' 375' T VX 2.75' X .375" MULLION 6063-T6 ALUM. X -SECTION 2.125" U -CLIP I 6083-T6 ALUM. jj X -SECTION 125- I E i .740" F - E 338' MIN. A I U -CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER t 1/16'. TAlal r p V X 2.75' X .650' MULLION 6063-T6 ALUM. X -SECTION I--.125" 2X5 ANGLE CLIP 6063-T6 ALUM. 2.000" X -SECTION 125" 125" 3.188" 265" T 1.25" X 3.166" X .265' MULLION 6063-T6 ALUM. X -SECTION 375' IN. 2X5 ANGLE CLIP 6063•T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER, 1116-. Mull Dimension (sheet #) Mullion 5.500" CUT HERE TO 375" I 3.125'--'j CREATE F -CLIP, SEE MIN. 375" MIN. BM11M DETAIL F, SHEET4 666006 666114M 6661119M A 668512M 1" X2.75' X.375" (7) 66607 I re `- STANDARD CLIP 6063-T6 ALUM. ENTER OF ANCHOR HOLE MUST LIE TOPVIEW IN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1116'. 375" 375' I MIN. MIN. r ---- -------1------------i - II I I I • I I B D I I I I I I 1 I n I. ------. • • j 1.00D' r- 125" 2.750' 375' T VX 2.75' X .375" MULLION 6063-T6 ALUM. X -SECTION 2.125" U -CLIP I 6083-T6 ALUM. jj X -SECTION 125- I E i .740" F - E 338' MIN. A I U -CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER t 1/16'. TAlal r p V X 2.75' X .650' MULLION 6063-T6 ALUM. X -SECTION I--.125" 2X5 ANGLE CLIP 6063-T6 ALUM. 2.000" X -SECTION 125" 125" 3.188" 265" T 1.25" X 3.166" X .265' MULLION 6063-T6 ALUM. X -SECTION 375' IN. 2X5 ANGLE CLIP 6063•T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER, 1116-. Mull Dimension (sheet #) Mullion I IIII 1" X2" X.125" (5) I re `- STANDARD CLIP 6063-T6 ALUM. ENTER OF ANCHOR HOLE MUST LIE TOPVIEW IN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1116'. 375" 375' I MIN. MIN. r ---- -------1------------i - II I I I • I I B D I I I I I I 1 I n I. ------. • • j 1.00D' r- 125" 2.750' 375' T VX 2.75' X .375" MULLION 6063-T6 ALUM. X -SECTION 2.125" U -CLIP I 6083-T6 ALUM. jj X -SECTION 125- I E i .740" F - E 338' MIN. A I U -CLIP 6063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER t 1/16'. TAlal r p V X 2.75' X .650' MULLION 6063-T6 ALUM. X -SECTION I--.125" 2X5 ANGLE CLIP 6063-T6 ALUM. 2.000" X -SECTION 125" 125" 3.188" 265" T 1.25" X 3.166" X .265' MULLION 6063-T6 ALUM. X -SECTION 375' IN. 2X5 ANGLE CLIP 6063•T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER, 1116-. Mull Dimension (sheet #) Mullion PGT Part # Std. Clip Onset Cllp U -Clip Angle Clip 1" X2" X.125" (5) 66605 666113M 6661118M 666243M BM11M 1" X2" X.375" (6) 666006 666114M 6661119M 666244M 668512M 1" X2.75' X.375" (7) 66607 686115M 6661120M 666245M 666513M of 2.75" X.650"(8) 66608 666116M 6661121M 666246M 666514M 01;X3.125" X.500" (9) 66637M 6661116M 6661114M 666242M 666515M 1jj'A3.1W' X.265' (12) 66641M 6661117M 6661113M U6241M 666516M 1.28" X2.11" X.125" (1A) 69370 NIA WA WA I 666517M OFFSET CLIP NOTES: 6063-T6 ALV 0 Goo TOPVIE)g • 000 1)diOIES TO BE DRILLED WITH! FIBLD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2OSCE SFtETJ 5-1b FQFrSj1G( S#D, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3)%g?SHEE!rS 2.4 FOR GENERAL INSTALLATION METHODS. 0:0 •• • • TARLF A F-1.266"-1 1.125' 2.1' 125' 4900" T4 1.26'X 2.11' X .125 MULLION 6063-T6 ALUM. X -SECTION Dimension Value (In) For Mullion: A 1.625 1" X2' X.125' Aluminum Tube Mullion B 2654 C 0.895 D 0.740 A 1.125 1' X2' X.375" Aluminum Tube Mullion 2.404 0.635 0.49001- cD 1.875 1'X2.75" X0.757 .375 Aluminum1.118 Tubb MUlllon 3.000 E 450 Min. A 1.312 1' X2.75' X 1 .850' Aluminum Tube Mulllon B 3.000 C 0.476 D 0.836d A 2.000 1' X3.125' X 500' Alum Tube Mull B 2.637 C 0.663 D 1.137 A 2.625 1.25'X3 X.265' Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 1.26'X2.11'X 121" Alum Tube Mull h1i 1"RODUCr RBVLSBD complying with 00FlxAtr Building Code (O-G?J8•D3 Fj:pintipn aleAcceptpnD)M fjow 5670!i .. a IT . 1Au G` •-4444.- !.\•., A. LYN I I )•iPt,p.E. FL P.E.# 58705 j 1.000' -1 1.000' r-- 4.p00^ 4.000' 125' 125" 125 375' 1' X 4' .125. 1' X 4X.375" MULLION MULLION 6063.76 ALUM. 6063-16 ALUM. X -SECTION X -SECTION 1.250^ 3.250' 100' 100 1 .820' 1~ 1.25"X 3,25'X.100' MULLION 8005-T5 ALUM. X -SECTION V X4'X.375" T' -MULLION 80113 -TBALUM. XSECTION 1 .820" 1- --1 .820' 1---- 1.25' X 3.25' X.624" 1,25'X 3.94'X.624' MILLION MULLION 6005 -TSALUM. 6005-T5 ALUM. X -SECTION X -SECTION 2.661' 1.377"- •125' 11 I 125' 125' 3.250"45' BAY MULUO 30' BAY MULLION 6063-TBALUM. 6063 -TB ALUM. I X -SECTION X -SECTION 22B'j -.981-4 740" rt AilDARD CLIP2X5 ANGLE CUP2.0ECTI N 2.125' UCLIP2.000' ECTION 8063.78 ALUM. I 6063-T6 ALUM. I XSECTION ,126' N 125' X•SECTION L y,y r U) N 125'] O 5.500' CUTHERETO ,375' 375" 3.125--1 _ CREATE F -CLIP. SEE MIN. j DETAIL F, SHEET 4 I 1 I I I I I l I I 1 I I 1 I I I 1 I I I I I I} 1 I 875"--- 1 I I I F1III1 I I I 1 I 1 I I I I I I I It STANDARDCUP CENTER OF ANCHOR HOLE MUST LIE 6083-T8 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.G. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER - 1116'. r - w-"• 226'1 i-.981'-4 NOTES: rt 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RLEIRICTIO NSG N "ItHIS SHEET. • • • 2) SEE SHEETS5-20 FORSUGGESTED, APPROXIMATE HO&JTCATIltS. • • • • • • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS • • • • • • • • • • • • • • • ANCHOR HOLE H 2.680 MUST LIE WITHIN 3.000 THE DASHED F BOUNDARY. SEE 1'X4" X SHEETS 5-20 FOR THE ANCHOR O.C. 0.757 DISTANCE. H 2430 MAXIMUM I &DIXI CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1116'. 375' I I I I I I I I I 1 I I I I H I I I I 1 G OFFSET CLIP 6063 -TO ALUM. TOPVIEW Dimension Value (in) For Mullion: 375' 3.687 1' X 4' CENTER OF 1.000 ANCHOR HOLE H 2.680 MUST LIE WITHIN 3.000 THE DASHED F BOUNDARY. SEE 1'X4" X SHEETS 5-20 FOR THE ANCHOR O.C. 0.757 DISTANCE. H 2430 MAXIMUM I &DIXI ANCHOR HOLE F DIAMETER: 1.25'X3.25' ANCHOR 0.750 DIAMETER i 1l16'. U -CLIP I 6063 -TB ALUM. Tube Mullion TOPVIEW 6685111M TART F_ C 375' I I I I I I I I I 1 I I I I H I I I I 1 G OFFSET CLIP 6063 -TO ALUM. TOPVIEW Dimension Value (in) For Mullion: F G 3.687 1' X 4' G 1.000 125' AluminumH2.680 1 3.000 Tuba Mullion F 3.187 1'X4" X G 0.757 375' AluminlmH2430 I I &DIXI Tube6'1" F 2250 1.25'X3.25' O 0.750 1 XAD0' 1 AluminumH11.500 I 3.250 Tube Mullion MIN. r_____________________1 MIN. I I 1 I I I I I I I I I I 1 I I I I I I I 11 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW TART F r. r.r)NT Dimanelon Value (In) ForMullion: F G 1.938 0.500 1.25'X3.25 X.624' Aluminum Tube Mullion H 17436 1 3.250 F G 2.825 1.125 1.25" X 3.94- X.624' Aluminum Tube Mullion H 1.500 1 3.250 F1 2.813 30' B MuM F 2.875 45' Ba Mull Mull Dimendon sheet#) Mullion POT Pert # O11wlClip UClip AngleClip 1- X4' X.125' (10) 69384 e8B1122M HU41M W6516M V X4' X.375' (11) 66610 6661123M 666242M 666519M 1-X4'X.375"7(11) 66553 rStd.Clt 6561123M 666242M 666519M 1.25' X3.25'X.100' (13) 20160 6WI124M MU410M 6MI15M 1.25' X3.25' X.624' (14) 20161 6861125M 5662411M 8665116M 1.25' X3.84' X.624'(15) 20162 QB81126M 6W241M W11517M 30 Degree (19) 86649 WA WA 6665110M 45 Dogma (20) 66850 I WA WA WA 6685111M 11P.€UCT REVISF;D a camplyine with die Florida Buitdingcode Ifo S.o3AcmplanuNo BYPiretiyn Date 9,021 in. 10ENSF 10.5070; 111- O.C. '•. RLOR1t?F'• \0: A. 'ai .E. FL P.E. 58705 TABLE E I Mull Dimension PGT Part# I I f eheeL#) Mullion Std. Clip U-Cilp Angle Clip 125" 2" X4' X.25" (16) 66602 668281M 666271M 8665112M 2' X6" X.25' (17) 66504 666282M 666272M 6665113MW49. STANDARD CLIP 2.000"6003-T6ALUM. 4 r Ir • s II a. I NOTES: XSECTION 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWINGDIMENSIONALRESTRICTIONSGIVENONTHISSHEET. 2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' CUT HERETO 3.500' CREATE F -CLIP, 2.000' f DETAIL F. 375' 375'_E MIN_ SEE r SHEET4 N. 4.000" 250" Z' X4" X.25" MULLION 6063 -TB ALUM. X -SECTION 250' 250' 2'X 6'X.25' MULLION 6063-T6ALUM. XSECTION f- r-------- IIIIII I IIIIII I I I-- IIIII I I- IIIIIt ------- 3.4; B" I L_ STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1116'. 5.500' CUT HERE TO 3.500'-{ CREATE F -CLIP, MIN. f I SEccEDETAIL F. r'MIN. r - cur n f- IIIIIIIIIII I I I I IIIIIIIIIII 4.688' I I II• I 4 r Ir • s II a. I T • DAR CLIP 00 • • • TOP WEW • • • • or • • • • • • • f 3 125" 11--.125' Ir lgd'9 U -CLIP I 2X5 ANGLE CLIP ^ 4 6063 -TB ALUM. 6063-T6 ALUM. o 2.125" XSECTION 2.000" U -F X -SECTION N 125" .125" Ts m Z N 1.490' r f 375" I Q + SAM" I U -CLIP, 6083-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116'. f 375" I f t 5.438" 8" I U -CLIP 8063-T6 ALUM. USED FOR T X 5' MULLION, SHEET 17 TOPVIEW 5.000' 375" MIN. L--------------------- I I I I I I I I I I I f T - - - - - ---II 3.43B' L.375' IL_____ __J MIN. 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE SW3-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116'. I I I I 1 I I I I I I I I I I I I I I I I I I 1 5.438" I I I I I I I I I 1 I I I I I I 2X5 ANGLE CLIP 6063 -TB ALUM. TOPVIEW MIN. NJUCT REVISED complying with theFlo" Ooilding Coda (o-1 x•03AcmplmxNo ) 0 E;pi,MimIola QOQ ) 4 .\\III III II, M.. . Q'.'.• >cE Igo. ••.. 375' - - MIN. 'tl '. /L / D- - 51 E OF A. LYWVIIII1ER, P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION NO ANCHORS W HEAD SEE SEE FENESTRATION DETAILS. PRODUCT'S SHEETS APPROVAL 2-3 72' MULLIONLENGTH SEEDETAILS, SHEETS 2.3 NO ANCHORS IN WINDOW SILL IN n!7 j JT I MULL WIDTH OPENING WIDTH EXAMPLE 2: MULTIPLE MULLIONS 3e', RIHOZ. 36', HOR12. MULL LENGTH MULLLENGTHOPENINGWIDTHFORVERTICALMULL THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF-60.01-60.OPSF. 3 DESIGN PRESSURE OF +50.01-55.0 PSF. 1) INITIALLY ASSUMING THAT A1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32"+32+1"-65". REFERENCING SHEET 25, THE COLUMN USINGTHATISATLEASTTHEWINDOWFRAMEDEPTHOF2-1/4' AND WILL MEET OR EXCEED THEREQUIRED FOR THE VERTICAL MULLION:zzZQNo RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318" ANO WILL DESIGN PRESSURE OF +60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. fn J r7i r3 a FROM TABLE 3A, SHEET T. THE VX 2.75'X.376- MULLION (LENGTH - 72", OPENING WIDTH= 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS 4/-58.3 PSFAND WOULD U-1 a Of aQX N AND WOULD NOT BE SUITABLE FORTHIS APPLICATION. NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 12A, SHEET 16, THE 2"X 4" X .250' MULLION (LENGTH = 108', OPENING WIDTH = SO-) HAS A DESIGN PRESSURE OF -/.84.7 PSF WHICH EXCEEDS THE REQUIREMENTS oY FROM TABLE 4A, SHEET8, THE 1• X 2.75' X.650' MULLION (LENGTH = 72', OPENING WIDTH - 70') HASADESIGN PRESSUREOF +/-72.7PSFWHICH EXCEEDSTHEREQUIREMENTS FOR THE m0 so BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH 13 36'+36"+2'=74", NOT 73' AS PREVIOUSLY OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. THE 73" DIMENSION (35-112'+35-1/2'+2'=73'). N 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4)#12 ANCHORS AND THE 2X53N USING THE STANDARD CLIP WITH (6) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2- GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND NANGLECLIPSWITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X.250- MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 3) VERIFYTHE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32'+72'+2' =106. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BEADESIGNPRESSUREOF +1-170.0 PSF WHICH EXCEEDS THE asBuilding ink wilh Ole Fleri3eui1COde *-o'z I b -03USED. FROM TABLE 12A, SHEET 16, THE 2- X 4" X.250' MULLION Q LENGTH • 42". OPENING HEIGHT = 12D') HAS REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE J By Mi—*'UDIR'-IMIdep( 4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 2 1( LYNi'v S IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1.60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, Wco O THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 1-64.7 PSF FROM THE VERTICAL MULLION; 170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; 11 '• l U a j '•, S AfE 0 ' . J` F(.O:t10y:-' er F fry 4RIFY •HE DL•SIGN PRESSURE OF IHE Ra,IEStRATION PRODUCTS USED WITH THIS MULLION SYSTEM, THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION 836 LBS 160PSF) X ( = 524.9 LBS (MAYBE USEDTO QUALIFY # 10STEEL SCREWS FROM TABLE4B) A. LYNN MIULE 2, P.E. Alb ACCORDAN HT INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 72 7 PSF / e THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2.318". THE OPENING REQUIRES A S 1 N 1w2z- DESIGN PRESSURE OF +50.01-55.0 PSF. Q T FOR THE VERTICAL MULLION:zzZQNo1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72'+1"=105' AND THE OPENING WIDTH IS 36'+36'+1' =73". REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-318" ANO WILL In w s a0 4MEETOREXCEEDTHEREQUIREDDESIGNPRESSUREOF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. fn J r7i r3 a FROMTABLE 3A, SHEET 7, THE 1' X 2.75' X.375- MULLION (LENGTH = 108', OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +145.1 PSF U-1 a Of aQX N AND WOULD NOT BE SUITABLE FORTHIS APPLICATION. V Q FROM TABLE 12A, SHEET 16, THE 2"X 4" X .250' MULLION (LENGTH = 108', OPENING WIDTH = SO-) HAS A DESIGN PRESSURE OF -/.84.7 PSF WHICH EXCEEDS THE REQUIREMENTS W Od 0Iy] Z 0 FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. m0 so BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH 13 36'+36"+2'=74", NOT 73' AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-112'+35-1/2'+2'=73'). 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THEFASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2- GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2' X 4' X.250- MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. RWUCT REVISED 1) THE MULLION LENGTH IS 36' AND THE OPENING HEIGHT IS 32'+72'+2' =106. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BEADESIGNPRESSUREOF +1-170.0 PSF WHICH EXCEEDS THE as Building ink wilh Ole Fleri3eui1COde *-o'z I b -03USED. FROM TABLE 12A, SHEET 16, THE 2- X 4" X.250' MULLION Q LENGTH • 42". OPENING HEIGHT = 12D') HAS REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. pl E pi l i - E piralioR 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8- WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH By Mi—*'UDIR'-IMIdep( 4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED INCH•R CIIPACIW OF k1 LAS. • • 1( LYNi'v OR TA U-Rj( IP T RIfO TAL MULLION TO VERTICALMULLION, USE THESAME ANCHOR CAPACITYOF 521 LBS. TABLE 12B FORTHEU -CLIPSHOWS THE ANCHOR'CAJITYAHOPeT, IOWANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. THEFROMPEISfs2TE .US THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: 1-64.7 PSF FROM THE VERTICAL MULLION; 170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU; 11 '• l U 1jO.0 PSF FWM TIS*fj HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION} j '•, S AfE 0 ' . J` F(.O:t10y:-' erTHELOWESTDEIGNPRiSSUREI6+/414.74PSFgND WOULD APPLY TO ALL OF THE MULLIONS. fry 4RIFY •HE DL•SIGN PRESSURE OF IHE Ra,IEStRATION PRODUCTS USED WITH THIS MULLION SYSTEM, THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION i ONA. "o PRMUCTS, LL API THE L S BLY. FINAL DESIGNPRESSURE REQUIRES THATTHE BOTHTHE MULLION AND THE FENESTRATION PRODUCTBE INSTALLED IN A. LYNN MIULE 2, P.E. Alb ACCORDAN HT INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.# 58705 or e ••• • • EXAMPLES OF RECTANGULAR LOADING: LOADING OF VERTICAL MULLION SILL OFWINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION EXAMPLES OF TRAPEZOIDAUFRIANGULAR LOADING: W11 LOADING OF HORIZONTAL MULLION I LOADING OF (2) HORIZONTAL MULLIONS 1 S o ncaptancc No p PW CONFIGURATIONS. Ex imli Dale ?p LIJ Z I N THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT y LYIgfq d1i Q C\\' L!F Q I.1S. JCF6 '•'S i U) O t 3) SEE PRODUCTS' APPROVAL FOR 777 a$ z PW PWIV1 1 LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION I PANEL OF HINGED DOOR IS NOTCAPTUREDOR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS S o ncaptancc No p PW CONFIGURATIONS. Ex imli Dale ?p LIJ Z MAY BE EXTRAPOLATED FROM N THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT y LYIgfq d1i Q C\\' L!F Q I.1S. JCF6 '•'S i U) O t 3) SEE PRODUCTS' APPROVAL FOR No. 5370G a$ z LOADING OF VERTICAL MULLION HIED LOADING OF HORIZONTAL MULLIC LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: PW RGOUOT ItEVISED U) D 1) DRAWINGS ARE S o ncaptancc No p PW CONFIGURATIONS. Ex imli Dale ?p LIJ Z MAY BE EXTRAPOLATED FROM N THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT y LYIgfq d1i Q C\\' L!F Q I.1S. JCF6 '•'S i U) O t 3) SEE PRODUCTS' APPROVAL FOR No. 5370G a$ z co to u ; I• 1LOADINGOFHORIZONTALA. C I f •d.E. MULLION B705LREN5870FLP.5 SHIDH 1 IPA U LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: RGOUOT ItEVISED as complying eilh 9w Florida1) DRAWINGS ARE Building Code RERESENTATIONS OF TYPICAL ncaptancc No p PW CONFIGURATIONS. Ex imli Dale ?p CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM Miaun' hodoUTHOSESHOWN. 2) IF THE LOADING TYPE CANNOT y LYIgfq d1iBEDETERMINED. USE C\\' L!FPWRECTANGULARLOADING. I.1S. JCF6 '•'S i t 3) SEE PRODUCTS' APPROVAL FOR No. 5370G ACTUAL ANCHOR LOCATIONS. L6 u ; I• 1LOADINGOFHORIZONTALA. C I f •d.E. MULLION B705LREN5870FLP.5