The URL can be used to link to this page

WS-18-3248Permit NEB.: WS-10-18-324 Miami Shores Village 0J i r Permit Type: Windows/Shutters 10050 NE 2 Ave Miami Shores FL 33138 �• L.'I�JC/assdicatfon: Window/Door Replacement 305-795-2204 Permit Status: Approved issue Date:11/W2018.': Expiration:04/22/2019 Location Address Parcel Number 107 NE 91ST ST, Miami Shores, FL 33138 1132060133300 Contacts SEAN GRIMBERG Owner MR GLASS DOORS & WINDOWS INC Contractor 10791 ULISES SENARIS 8120 NW 84 ST, MEDLEY, FL 33166 Business:3054708284 RROBLETO@MRGLASSWINDOWS.COM Description: INSTALLATION OF IMPACT WINDOWS 29 AND Valuation: $ 33,443.00 Inspection Requests: DOORS 2 305-762-4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $20.40 DBPR Fee $6.15 DCA Fee $4.10 Education Surcharge $6.80 Scanning Fee $9.00 Technology Fee $10.25 Windows/Shutters Fee $360.00 Total: $466.70 Payments Date Paid Amt Paid Total Fees $466.70 Check # 2699 10/23/2018 $50.00 Check # 2714 11/14/2018 $416.70 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws re ai constructionning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: OWr / Applicant / Contractor / Agent November 14, 2018 Date Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village RF CSjvE0 Building Department OCT232018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 A, Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 l Master Permit No. 2 qb Sub Permit No. E2(BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION • ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: (O'+ AA 91 ST City: Miami Shores County: Miami Dade Zip: 3 31.3 . Folio/Parcel#: 11 " Mb - o (3 - 2,300 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): S64 s (2P',AAREtft Phone#: Address:lb } n16 611 ar City: MiAr•►i SHo2'-s State: rL Zip: 3 138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: M(Z-61A:$S ('�eyf2S # wi^4 0WS Phone#: Address: 81 M AIW 0Yrk J City: j"ah y State: FL Zip: 33(Ic% Qualifier Name: JiSa So/-4 W-rS Phone#:(W)Y�fl-,52-01y State Certification or Registration #: S C.-G I3 ) 15 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: D Value of Work for this Permit: $ 3 3. (1(' i 3 Square/Linear Footage of Work: 740 &. fit". Type of Work: ❑ Addition [, Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: fI�4IIG�h in fm&&A Windmais �Z�' lJooi�S LZ� Specify color of color thru tile: Submittal Fee $ Permit Fee $ t Q . Ck) CCF $ CO/CC $ Scanning Fee $ _ Technology Fee $ Structural Reviews $ Radon Fee $ Train! ng/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sig Signatures n("-"-�� oT CONTRACTOR The foregoing instrument was acknowledged before me this dayof ©C7V A6(L 20 18 by ,SftV D&US 64HIO r"kho is personally known to me or who has produced 31-v a6s identification and who did take an oath. The foregoing instrument was acknowledged before �me this !�► day of Q A 20 1/by Xk ii'� EiUA06 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: � Sign: (2 ?*4�1 Print: 1 1414A f•�w- it J> Yak Print: �i4v Floramis Santo$ 4194538 2.�� om Seal: Seal: ' 29, 2019 __ Q Expires: January Floramis Santos -°� Bonded thru Aaron Notary e' c= Commission # FF194538 '� Bonded th ar 0 , APPROVED BY r Plans Examiner Zoning vi Structural Review Clerk (Revised02/24/2014) 10/23/2018 Property Search Application - Miami -Dade County 4 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-3300 Property Address: 107NE91 ST Miami Shores, FL 33138-2809 Owner SEAN GRIMBERG Mailing Address 107 NE 91 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SG FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/1 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,389 Sq.Ft Lot Size 13,880.1 Sq.Ft Year Built 1948 Assessment Information Year 2018 2017 2016 Land Value $346,844 $346,844 $346,844 Building Value $93,314 $93,314 $166,274 XF Value $806 $806 $806 Market Value $440,964 $440,964 $513,924 Assessed Value $440,964 $440,964 $178,271 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $335,653 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Widow Exemption $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 15 & 16 BILK 24 LOT SIZE IRREGULAR CIF 73R21941 COC 23391-0398 04 2005 5 Generated On : 10/23/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $50,000 $50,500 Taxable Value $440,964 $390,964 $127,771 School Board Exemption Value $0 $25,000 $25,500 Taxable Value $440,964 $415,964 $152,771 City Exemption Value $0 $50,000 $50,500 Taxable Value $440,964 $3907964 $127,771 Regional Exemption Value $0 $50,000 $50,500 Taxable Value 8440,964 $390,964 $127,771 Sales Information Previous Price OR Book- Qualification Description Sale Page 07/02/2018 $725,000 31051-1167 Qual by exam of deed 11/15/2017 $557,500 30761-2301 Qual by exam of deed 10/10/2017 $100 30728-0902 Corrective, tax or QCD; min consideration 12/19/2016 $485,000 30352-1221 __....... Qua] by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights,or nixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing 1ps signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: X _ USES SOVARi S Qualifier/Owner Signature Date Print Name SEAN GRIMBERG RESIDENCE 107 NE 91 ST M IAM I SHORES, FL 33138 FOLIO No. 11-3206-013-3300 GENERAL NOTES: 1. OPENINGS TO HAVE DESIGN WIND PRESSURES PER MARK. 2. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2O17 FLORIDA BUILDING CODE AND ASCE 7-10 (V=170 MPH, RISK CATEGORY "II", MEAN ROOF HEIGHT = 12 FT, EXPOSURE CATEGORY "C"). 3. NOTIFY ENGINEER OF ANY ERRORS/OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. 4. ALL DIMENSIONS TO BE FIELD VERIFIED. 5. REFER TO PRODUCT APPROVAL FOR SPECIFIC MATERIAL INFO. 6. ALL PRODUCTS TO BE HVHZ APPROVED. 7. GLAZING ON AND AROUND DOORS COMPLIES WITH 24064.4.1 & 2406.4.2 OF THE FLORIDA BUILDING CODE 2017. 8. ALL GLASS TO BE SAFETY GLASS (CATEGORY II). 9. ONLY OPENINGS MARKED ARE PART OF THIS PERMIT. 10. EXTERIOR PERIMETER TO BE SEALED WITH DOW CORNING CONTRACTORS CONCRETE SEALANT. 11. TOTAL AREA OF OPENINGS 570 SQ. FT. INDEX 1 COVER & INDEX 2 WINDOWS & DOORS SCHEDULE 3 FLOOR PLAN 4 ENLARGED ELEVATIONS 5 ENLARGED ELEVATIONS MR. GLASS DOORS h WINDOWS INC RECEIVED NOV 0 8 2018 PRESENTED BY: MR GLASS DOORS & WINDOWS, INC. 8120 NW 84 ST. MIAMI, FL 33166 PH: 305-470 8284 FAX: 305-470 8285 www.mrglasswindows.com info@mrglasswindows.com ALUMINUM SINGLE HUNG WINDOWS- L.M.I. t j Nava% MANUFACTURER: MR. GLASS DOORS & WINDOWS,INC. SERIES: MG-200 FRAME COLOR: BRONZE POWDERCOAT GLASS COLOR: BRONZE LAMINATED GLASS GLASS TYPE: GL-1 (GLASS TYPE 'B' PER N.O.A) GLASS COMPOSITION: %6" THK=Y6"BRONZE HS. + 0.090" PVB.+Y8" CLEAR HS. GLASS LOW-E: N.A. FA:FL #20352.1 • • ALUMINUM HORIZONTAL SLIDING WINDOWS- L.M.I. • • • ' • • MANUFACTURER: MR. GLASS DOORS & WINDOWS,INC. • • • • • • • • • • • SERIES: MG-300 • • • • • • • FRAME COLOR: BRONZE POWDERCOAT GLASS COLOR: BRONZE LAMINATED GLASS • • • • • • • • • • • • • GLASS TYPE: GL-1 (GLASS TYPE 'A' PER N.O.A) •••• •••• ••••• • GLASS COMPOSITION: Y " THK=y"BRONZE HS. + 0.090" PVB.+Y" CLEAR HS. • • • • • • • • • • • • • • • GLASS TYPE: GL-1.1 (GLASS TYPE 'A' PER N.O.A) • • •Soo 0 GLASS COMPOSITION: Y/6" THK=Y8"BRONZE HS. + 0.090" PVB.W (WHITE INTERLAYER � ,& CLEAR HS. • GLASS LOW-E: N.A. • . • FA:FL #20359.1 • • • • ' • •' • FIXED WINDOW -.Iel: • MANUFACTURER: MR. GLASS DOORS & WINDOWS,INC. •' 0 SERIES: MRG400 FRAME COLOR: BRONZE POWDERCOAT GLASS COLOR: BRONZE LAMINATED GLASS GLASS TYPE: GL-2 (GLASS TYPE 'GI' PER N.O.A) GLASS COMPOSITION: %fi' THK=%6"BRONZE HS. + 0.090" PVB.+ Y/6" CLEAR HS. F.A.: FL: #26351.1 CLIPPED, EXTRUDED ALUMINUM TUBE MULLION- L.M.I. MANUFACTURER: PGT INDUSTRIES, INC. N.O.A.:17-0630.01 6, --, PERMIT #: Miami Shcres Village APPROVED BY DATE ZONING DEPT BLDG DEPT p% / SUBJECT i0 CCtvIPLIFNCE W1 rH ALL FEDERAL STATE ANo CGI.W iY r31.il-ES AND REGULATIONS _ MG-01-OF-05 REVISIONS: DATE DESCRIPTION: 10 00/00/0000 XXXX XX NOTES: THESE DRAWINGS WHEN APPROVED SHALL CONSTITUTE THE AUTHORITATIVE INTERPRETATION OF THE CONTRACT REQUIREMENTS AND SPECIFICATIONS, AND SUPERCEDE ALL PREVIOUS UNDERSTANDING, EITHER EXPLICIT OR IMPLIED. SUBMISSION OF DRAWINGS DOES NOT CONSTITUTE ACCEPTANCE OF ORDER. SHOP DRAWING CHECKED FOR STRUCTURAL REQUIREMENTS ONLY. WINDOWS & DOORS SCHEDULE •••••• • • • • • • •• ••••••0*0 • • •••• • • • •••• ••• • 000000 • . • • • DATE: •••••• • • • GENERAL CONTRACTOR: STRUCTURAL ENGINEER: ARCHITECT: PROJECT: SEAN GRIMBERG RESIDENCE 107 NE 91 ST MIAMI SHORES, FL 33138. 8120 NW 84 ST MIAMI, FL 33166 PH: 305-470 8284 FAX: 305-470 8285 MR. GLASS DOORS s wl"Dows Iec WwW.mrglasswindows.com TITTLE: WINDOWS & DOORS SCHEDULE DRAWN BY: SG CHK BY: DATE: 11.02.2018 PROJECT No: SCALE: No. ORDER: N.T.S. Q-40070 SHEET No. MG-OZ-OF-OJ�REV.o C MARK OTY WIDTH HEIGHT R.O. SITE PRESSURE (PSF) F.A. PRESSURE (PSF) MANUFACTURE SYSTEM N.O.A / F.A. GLASS AREA WIDTH HEIGHT POS. NEG. POS. NEG. A 1 73 �" 38Y" 74Yi' 38 T/" 35.0 46.6 80.0 80.0 MR. GLASS DOORS & WINDOWS,INC. ALUMINUM HORIZONTAL SLIDING WINDOW- L.M.I FL # 20359.1 GL-1 19.53SQ FT B 3 48" 76Ya" 144 3/" 77" 35.0 46.6 65.0 65.0 MR. GLASS DOORS & WINDOWS,INC. FIXED WINDOW- L.M.I FL # 26351.1 GL-2 76.25SQ FT C 3 48" 76 y" 144 3/" 77" 35.0 46.6 65.0 65.0 MR. GLASS DOORS & WINDOWS,INC. FIXED WINDOW- L.M.I FL # 26351.1 GL-2 76.25SQ FT D 3 48" 76 Y" 144 3/" 77" 35.0 46.6 65.0 65.0 MR. GLASS DOORS & WINDOWS,INC. FIXED WINDOW- L.M.I FL # 26351.1 GL-2 76.25SQ FT E 3 42 8" 62 127 %" 63 Y" 35.0 46.6 65.0 65.0 MR. GLASS DOORS & WINDOWS,INC. FIXED WINDOW- L.M.I FL # 26351.1 GL-2 55.40SQ FT F 1 36 %" 50 37Yz" 51 Y8" 35.0 46.6 65.0 65.0 MR. GLASS DOORS & WINDOWS,INC. FIXED WINDOW- L.M.i FL # 26351.1 GL-2 12.86SQ FT • REVISIONS: DATE DESCRIPTION: 00f00i0000 xxxx Xx O r-- ----------------;I 4 NOTE:WORK ONLY ON MARKED OPENINGS NOTES: O THESE DRAWINGS WHEN APPROVED SHALL CONSTITUTE THE AUTHORITATIVE INTERPRETATION OF THE CONTRACT REQUIREMENTS AND SPECIFICATIONS, AND SUPERCEDE ALL PREVIOUS UNDERSTANDING, EITHER EXPLICIT OR IMPLIED. SUBMISSION OF DRAWINGS DOES NOT CONSTITUTE ACCEPTANCE OF ORDER. BEDROOM #4 SHOP DRAWNG CHECKED FOR STRUCTURAL REQUIREMENTS ONLY. GARAGE O CL. CL. • • •••••• •••••• • ••••• • BATH#3 •••••• • • ••••• • • e ' ••••• •••• ••••• • • • COURTYARD ® DATE: • •••••• • • • •• • ------------------------------------------------------ GENERAL CONTRACTOR: OI CL. D iO STRUCTURAL ENGINEER: O KITCHEN P BEDROOM #1 A/C CU © © ARCHITECT: 00 ------ - -- -- -- -- ---- - -- -- --- -- -- + L--- --- POWDER BATH. CL. HALL `VID PROJECT: B j SEAN GRIMBERG RESIDENCE j -- cL. 107 NE 91 ST MIAMI SHORES, FL 33138. ' - CL. w 8120 NW 84 ST ��- DINING ROOM LIVING ROOM `.i a MIAMI, FL 33166 BATH #2 _ BEDROOM #3 3' PH: 305-470 8284 MR GLASS FAX: 305-470 8285 DOORS a WINDOWS INC. ww =Vmrglasswindows.C.om BEDR©OM #2 nfo(c�mrglasswindows.com - ----- --- (�) ------------------EO TITTLE: Oi FLOOR PLAN OEGRESS \, GDRAWN BY: CHK BY: DATE: SG 11.02.2018 F- PROJECT No: SCALE: No. ORDER: Z FLOOR PLAN 1/4"=1'-oa Q-40070 SHEET No. MG-03—OF-05 REV. 6'MAX. HEAD / SILL �f CORNERS I m mmW �mK O 0 U 74Y2' M.O. 733�4- F.W. 32 YB D.L.O. 32 Ya"D.L.O. 4' f- 4" - � FINISHED FLOOR - - - - _ - - - - MARK 'A' QTY SERIES GLASS F.A. 1 MG- 300 GL- 1 FL #20359.1 WIND LOAD: + 35.0 / - 46.0 PSF 37 Y2"M.O. 36)/i F.W. 33- D.L.O. 6'MAX. HEAD / SII CORNER I xx m a2Z ?E a 0 U - ` FINISHED - - - - 1 FLOOR W MARK'F', 'L', 'N' QTY SERIES GLASS F.A. 3 MRG-400 GL- 2 FL #26351.1 WIND LOAD: + 35.0 / - 46.0 PSF N REVISIONS: DATE DESCRIVTION: 00/00/0000 XXXX XX GLASS DESCRIPTION: SEE COVER 144%' M.O. 48' F.W. 48' F.W. 48' F.W. - 127 7/e' M.O. 42 )/e" F.W. 42 3/e' F.W. 42 )/e' F.W. 44 Y•D.L.O. 44Yi D.L.O. 44 Yi D.L.O. 385/e'D.L.O. ];;L=385/e"D.L.O. 385%-D.L.O. NOTES: ALUM. ALUM. MULLION N.OA.: 17-0630.01 �21THESE ALUM, ALUM. MULLION N.O.A.: 17-0630.01 DRAWINGS WHEN APPROVED SHALL CONSTITUTE THE AUTHORITATIVE INTERPRETATION OF THE CONTRACT REQUIREMENTS AND SPECIFICATIONS, AND SUPERCEDE ALL PREVIOUS UNDERSTANDING, EITHER EXPLICIT OR IMPLIED. SUBMISSION OF DRAWINGS DOES NOT CONSTITUTE ._ ._ .._ ACCEPTANCE OF ORDER. 6'MA) HEAD /E CORNE MARK'B', 'C', 'D' QTY SERIES GLASS F.A. 9 MRG-400 GL- 2 FL #26351.1 WIND LOAD: + 35.0 / - 46.0 PSF 6"MAX. HEAD / SILL CORNERS 74/2" M.O. 733�4" F.W. 32 &" D.L.O. 32 W D.L.O. 4" 1' 4" EGRESS m f Z D�0 U FINISHED - - - _ - - - - J/ FLOOR MARK 'G', 'H','J','K','M','Q' QTY SERIES GLASS F.A. 6 MG- 300 1 GL- 1 1 FL #20359.1 WIND LOAD: + 35.0 / - 46.0 PSF 6"MAX. /`ALUM. MULLION /r ALUM. MULLION HEAD / SILL -" 14"MAX. / N.O A.: 17-0630i01 ' / N O.A.: 17-0630.01 CO NE m mw �K RX a0 U � FINISHED v FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ MARK 'E' QTY SERIES GLASS F.A. 3 MRG-400 GL- 2 FL #26351.1 WIND LOAD: + 35.0 / - 46.0 PSF 37Y2' M.O. 363�4' F.W. 141 e' D.L.O. 141 s- D.L.O. 6'MAX. HEAD / SILL CORNERS 4" F 4' - �FINISHED - - - - - FLOOR MARK ' I' QTY SERIES GLASS F.A. 1 MG- 300 GL- 1.1 FL #20359.1 WIND LOAD: + 35.0 / - 46.0 PSF O Lc i RD o SHOP DRAWING CHECKED FOR STRUCTURAL REOUIREMENTS ONLY. • f •••••• • ••••• • • • • • f •••••• •••• ••••• •• •• a • ••••• DATE: • • • • •••••• • • • • • • •••• • • GENERAL STRUCTURAL ENGINEER: SEAN GRIMBERG RESIDENCE 107 NE 91 ST MIAMI SHORES, FL 33138 8120 NW 84 ST e MIAMI, FL 33166 PH: 305-470 8284 MR. GLASS FAX: 305 470 8285 DOORS 4 WINDOWS ING www.mrglasswindows.com info@mrglassvAndows.com TITTLE: ENLARGED ELEVATIONS BY: SG CHK BY: DATE: 11.02.2018 ;T No: SCALE: No. ORDER: No.MG-04-OF-05 REV.0 GLASS DESCRIPTION: SEE COVER DATE I DESCRIPTION: 00/00/0000 1 xxxx 1s �:• M.O. 37Y2- M.O. 74Yz'M.O. 19" F.W. — 363�4• F.W. 363/4• F.W. 15 D LYO. 14'Vi D.L.O. 4'D.L.O. 30 55 D.L.O. 6"MAX. 4- 6-MAX. 0' MA) 6'MAX. HEAD / SILL 4' HEAD / SILL HEAD HEAD / SILL 14'MAX. CORNERS F.CORNERS CORNERS MUNTIN O = O MUNTIN x MUNTIN O LL U LL Q m cD N � Q q WHRE N V) m W INTERLAYER X m W SILL ANCHORS JC m w � m Z QQ� NOT REOUIRED Z = 4 '6 1D i O FOR LOADS 6 ' O U U UP TO $0.0 PSF U — � Fit FL MARK 'O' QTY SERIES GLASS F.A. 1 MRG-400 GL- 2 1 FL #26351.1 WIND LOAD: + 35.0 / - 46.0 PSF FINISHED FINISHED FLOOR — _ — — — � FLOOR — — — — — — MARK 'P' CITY SERIES GLASS F.A. 1 MG- 300 GL- 1.1 FL #20359.1 WIND LOAD: + 35.0 / - 46.0 PSF MARK'R' QTY SERIES GLASS F.A. 1 MG- 200 GL- 1 FL #20352.1 WIND LOAD: + 35.0 / - 46.0 PSF 37 Yt'M.O. 363�4' F.W. 30 VW D.L.O. 6"MAX. 0" M HEAD / SILL HEAD CORNERS MUNTII w d' SILL ANCHORS N Z NOT REQUIRED OFOR LOADS UP TO 80.0 PSF U FLOOR - -�FINISHED — — — — MARK'S','T','U' CITY SERIES GLASS F.A. 3 MG- 200 GL-1 FL #20352.1 WIND LOAD: + 35.0 / - 46.0 PSF ®I NOTES: THESE DRAWINGS WHEN APPROVED SHALL CONSTITUTE THE AUTHORITATIVE INTERPRETATION OF THE CONTRACT REQUIREMENTS AND SPECIFICATIONS, AND SUPERCEDE ALL PREVIOUS UNDERSTANDING, EITHER EXPLICIT OR IMPLIED. SUBMISSION OF DRAWINGS DOES NOT CONSTITUTE ACCEPTANCE OF ORDER. SHOP DRAWING CHECKED FOR STRUCTURAL REQUIREMENTS ONLY. •••••• • ••••• • •••• •••• ••••• • •• •• •• • f•••s DATE: • i • • • STRUCTURAL ENGINEER: PROJECT: SEAN GRIMBERG RESIDENCE 107 NE 91 ST MIAMI SHORES, FL 33138. 8120NW84ST MIAMI, FL 33166 PH: 305-470 8284 MR. GLASS FAX: 305-470 8285 DOORS N WINDOWS ING WWW.mrglasswindoWs.COm info@mrglasswindows.com TITTLE: ENLARGED ELEVATIONS DRAWN BY: CHK BY: DATE: SG 11.02.2018 PROJECT No: SCALE: No. ORDER: 1/4"=1'-0" Q-40070 SHEET No. MG-05-OF-05 REV. 0 8/24/2018 ENGINEERING &GENERAL CONTRACTING COMPANY 9—.2mmlik I:tHllhil:Alt Uh AU IHURVAl1UN N0.(G.A.N.#) 298R/. FL GENERAL GONTRAGTUR LIGENSE No. GGG-1508885 AV-'HL E:l W.lb LIN 1UII1, I IUINM h UNI I E. 0111100001 F1331982714 PH'1NF ]NI +MOaIr ConanrvaLwr's ®eoaep [[d_Co_ FMgll 4rll lfcRnNIFNnINCFRINRWJRA1111 !`MA Design Wind Speed N—wid Lltn-tc Wind Velocity (mph) 175 Nominal Wind Velocity (mph) 135.6 Exposarc C Internal Pressure EnclmM Height abase ground(=)-(H) Standard Wall Wight - (11) 10.0 Meso R v Raildin Raildin Roof Slo Roof An (.)Ed e End Z. Par t Windloadcalc.coml;: Your Winclow to Success A c9-117 '7_1 n Clicnt SEAN GRSMBERG RESH]WNCE Add—, 107 NE 91 ST MIAMI SHORES, FL 33138 Company MR GLASS ant, Nmmb,? Pre -' OSCAR SOUFFRONT P.E. M ASCE. I II t t WIND LOAD DESIGN INFORMATION "TOPOGRAPHIC FACTOR ® = APPLYINGWIN1 1 .R .. r 1 a a a ----------- ----------- ----------- ----------- ----------- ----------- ----------- ----------- w .Wndloadcalc.com • • •Prn•ared by: 5scar Y d'ouffwn:P E. VrCF• • -ry �:AMR • BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats &Facts Publications Conro IS Site Map : nks Search Florida . " • • • • • • •" • re •• Product Approval • • • • • • • • • • USER: Public User • • • • • • • • • • • • • • • • • ••••• •• •• 460 • Product Aooroval Menu > Product or AUnlication Search > 8golication List > Application Detail see:*: • • FL # FL20352-R2 • •• �•••i• ••••i• • • • • Revision • Application Type • • • • • • • • • • • • • Code Version 2017 • • • • • • • • Application Status Approved Comments Archived f J Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]avad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. n Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FI 20352 R2 COI SS -Series MG-200 Alum Single Hung Window(] MI-S j,I)- CI 2017.pd Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D • • � •Yeee• • 000000 01/15/2018 •e•••• •• •e•e•• • 01/16/2018 • • " " • •••eee • 01/21/2018 ' • •e•• ••e• •e•ee• 04/10/2018 • • • • ' • ••ee •ee• •eee• •••••• • • • • • FL # Model, Number or Name Description ; •';' • 20352.1 Series MG-200 Aluminum Single • Large missile impact resistant aluminum single jV0%windov.• • • Hung Window • • • • • Limits of Use Installation Instructions • • • • • • ' Approved for use in HVHZ: Yes FL20352 R2 II SS -Series MG-200 Alum Sirlt k Hung Approved for use outside HVHZ: Yes Window LMI)-2017 DWG W16-20.pdf Impact Resistant: Yes Verified By: ]avad Ahmad PE # 70592 Design Pressure: +80/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-20 for span vs. load Evaluation Reports combination and installation details. FL20352 R2 AE SS -Series MG-200 Alum Single Hung Window .(LMI) -PAE 2017.pdf Created by Independent Third Party: Yes 20352.2 Series MG-200 Aluminum Single Small missile impact resistant aluminum single hung window. Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20352 R2 II SS -Series MG-200 Alum Single Hung Window(SMI)-2017 DWG W16-21.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: ]avad Ahmad PE # 70592 Design Pressure: +80/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-21 for span vs. load Evaluation Reports combination and installation details. FL20352 R2 AE SS -Series MG-200 Alum Single Hung Window (SMI) -PAE 2017.pdf Created by Independent Third Party: Yes Balk Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: FM Credit Card Safe AL-FAROOQ CORPORATION-% CONSULTING ENGINEERS & PRODUCT DEVREWPMENT,,, :•••.: .... • .... .. . ...... PRODUCT APPROVAL EVALUATION • ...... ...... RULE CHAPTER #61G20-3 • METHOD 1 OPTION D .'. • • • R 2652 . ".'. ' Date: 01/08%2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW Maximum Width: 53-1 8" Maximum Frame Height: 96" Maximum Load: +80 PSF, -140 PSF (Large Missile Impact) Inc+nIln+inn nrnuiinoc It W1A-7A This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) `TEST'"` ' "" DESCRIPTION TEST LOCATION TEST REPORT TEST "" ` Test v 4` DATEW,. REPORT#. `:-.Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 OR ASTM Water Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) t TEST ' DESCRIPTION TEST LOCATION TEST;REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ` Jp,O AMMO''., No 70592 -* Javad Ahmad PE # 70592oR,oG.?,� 0. ST OF AI-Farooq Corporation EB # 3538 �'SS��NA� E,.��' Sealed: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfar000(a)afceng.com .. .. . . . .. .. . •• • • • •• ••• •• • • • • • • • • • • THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SFRIES MG-200 ALUMINUM SINGLE HUNG WINDOW ............................................................... DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LA13EUNG TO COMPLY WITH SECTION 1709.9.2. 53 1/8' WINDOW WIDTH 48 3 w 9 D.L.O. (FIX.X. LITE) O 8' MAX. 20 1 2 / • FALSE MUNTINS (SURFACE BE USED APPLIED) °j e HEAD/SILL A HEAD ci CORNERS�- N LL I, II a .bjl a 1 1`5 Tsf ��LL , II'' =====h======TI===== AS R ANCHOR LL o SEECHART / FOR CAPACITY T Z 8 ii t 0 0 u n I II n n 3 p C 3 i z =IF==j; =aF==== z Z pI� 7T x 4 u i = rr LL I I 11 o 0 10 II II Z N7 II II 11 I f n �Ny 8 Go M O ao I NU ym �_— C L2. f I 3 {LLy� �o W J .....:1/2' z C a0 SILL ANCHORS:' NOT REOUIRED' 1D c�i SILL FOR LOADS: 80 PSF : :......UPTO .....r D.L.O. (VENT) 49 3/4' � VENT WIDTH ...............................\ TYPICAL ELEVATION `o - TESTED UNIT O ^ ...............................• • FL #203' r 0< ....... A- CONTRACTOR ��HE SELE`\AAJ WDINSTALLATION !•:.''/'A'��/ TOfT PRODUCT FIASEDO E RESPONSIBLE FOR TON THIS PROWCT EVALUATIONAND ` • p ! PRONGED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETA,LED ` ON THIS DOCUMENT. F B- THIS PRODUCT EVALUATION DOCUMENT w0.L BE CONSIDERED INVALID IF NO.7DN� ALTERED BY ANY MEANS. PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED b C- SITE SPECIFIC ENGINEER OR ARCHITECT MOMWILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPERO; /////Y USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ` '��•• in drawing n0. ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE DA ,. SPECIFIC DRAWINGS FOR RENEW. • ��'' ��JI!S`SI�MAL. W16-20 0- THIS P.E.D.THESHALLEAR THE SIGNATURE di Bh I• 1 Of 8 Ot \(\\\�\\VV`` RECORD THAT PREPARED R PROFESSIONAL EER OF RECORD Sealed: 1/1212018 .. .. . . . .. .. 60 . . . . . . . . . . 3/16" HEAT STREN'D. GLASS • • .egos Inter", • • • • • • • 9lntAGIW • • •, • Sy ': ro� ,.++erica. Irr. • • • • • • • • 3/1%1EAT STR4,GLA • SILICONE • • DOW 795 • •• we 00 I� I� AT 1/4 POINTS ON LTfES 23 WIDER THAN 36" ONLY GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 1/8' TEMP. GLASS 1/4" AIR SPACE 3/18" HEAT STREN'D. GLASS 090" Inted- Sentrypae By 'Kuroray America, Inc.' 3/16' HEAT STREN'D. GLASS SILICONE DOW 795 z 16 I n ,I HEAT STREWD. GLASS 090' Interlayer Trosifol in By Kworay America. Inc.' r1/8" HEAT STREN'D. GLASS SILICONE DOW 795 i 3 � 1e e AT 1/11 POINTS ON LITES 23 WIDER THAN 36" ONLY r.................................. GLASS TYPE 'B' 5/18' OVERALL LAM. GLASS ti.................................. 1/8' TEMP. GLASS 1/4' AIR SPACE 1/0- HEAT STREN'D. GLASS 090" Interloyer \\ r Trosifol PVB 1 By Kuraroy America, Inc.' 1 r1/8" HEAT STREN'D. GLASS g(j�'\j I / TAT 1/4 POINTS OAT t/4 POINTS L SIZES ALL SIZES - GLASS TYPE 'Al' -'- '" GLASS TYPE 'BL' 7/6' OVERALL INSUL. LAM. CLASS 11/16" OVERALL INSUL LAM. GLASS ................................. GLAZING OPTIONS 1................................ 1/4" AIR SPACE CONSISTING OF: SP�CE6: 'HEUMA' LOW PROFILE ALUMINUM SPACER BY ILINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. SILICONE DOW CORNING 791 GE 2000 OR 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEx' FL #20352.1 `V. AH V '�' V1GEN / No.7L16B2 I I Sealed: 1/12/2018 n •r s a drawing no. W16-20 .. .. . . . .. .. . . . . . . . . . . . - - - . • 0 0 EQUAL LITES WINDOWS WIDTH V {� o D SIGN LOAD CAPACITY -PSP • • GUS%TYRI S .fsL TYP Z 3 F GE MRS. •A' • 'A/'. Bl WIDTY HE M (+) 1 .( EXT. + 1 - 7j 26-1/2• 80.0 140.0 90A 80.0 u _ 30• •38-3/8• 80.0 1b.0 80.0 50.0 37'"' . (4� 60. 140.0 80.0 80.0 ...� .w....... +.... Bfl.O •�.0 • i �cALL 53-1/8• •• .0• 41b.9 060.0 .80.0140.0(� 1` 19-1/8" • . 40.0. 80.0 �.0 x g M 25-1/2f • 800 •14010 eoo .&.0 70• 50-5/8"• 80.0 1b.0 80.0 50.0 � & 1 I6 FFFiii 37" .. (6) e0.0 1 b.0 BO.o 60.0 of Q ? ' • • • 80.0 140.0 60.0 80.0 LL Z w - 53-1/°• 80.0 140.0 80.0 80.0140.0' Q Z 19-1/8• 80.0 140.0 80.0 50.0 ll a IY w 26-1/2• 50.0 W.0 50.0 e0.0140.0N 0 30' 63' 80.0 140.0 80.0 80.0 m V � Z c 37• (6) 80.0 ,b.0 80.0 80.0 ... ............... v 4a• 60.0 140.0 80.0 80.0 EQUAL LITES80.0 a o 53-1/a" 80.0 140.0 80.0 80.0 �..................••••• aw O 19-1/a' 80.0 140.0 80.0 80.050.0 ' En 3 26-1/2" $0.0 140.0 ao.0 80.0 Z w N cD W. 74-1/4• 80.0 140.0 50.0 80.0 w x U ~ Q W .i) 37' (8) 80.0 1b.0 a0.0 a0.0 p ? w N O M' $0.0 140.0 80.0 80.0 40 Z = v� p CD K N M 53-1/8• 80.0 122.6 50.0 $0.0 N to N $ M A. 19-1/8• 80.0 140.0 $0.0 80.0 Z I2 N o O - co 01 26-1/2- 80.0 140.0 80.0 80.0 I U l ,n 3 1` r4 30• 76" 80.0 140.0 80.0 80.0 37• (a) $0.0 1404 80.0 80.0 9L ZO M 0 W $ N 4a• 80.0 1b.0 80.0 80.0 Z m r ap+ 53-1/a• a0.0 128.5 $0.0 80.0 wIx 19-1/a' a0.0 1b.0 - - Q �OK O 26-1/2" 80.0 140.0 - - WIDTH o o <O 37' (a) 80.0 140.0 - - 7d i r N w p 4e 80.0 140.0 - - o g z o m 0 0 53-1/8• 80.0 124.7 - - 19-1/8• 80.0 ib.0 - - Z _ WIDTH 1. 9o• 80.0 140.0 _ 3r (a) 50.0 140.0 x 4a• 80.0 140.0 - - In c . 53-1/8" 50.0 123.1 o 19-1/3" 80.0 140.0 - - 26-1/2- 80.0 140.0 - - w 30' 9a" a0.0 1b.0 - - x . ```11®1 A�'''7/�i 37' (6) 80.0 140.0 - - ? PJP GEH '•�'� ii o UNEQUAL LITES (ORIEL TYPE) 4a' $0.0 140.0 - - p i 53-1/8• 80.0 122.4 - - Z - No. 70592 53-1/8• 74-1/4' a0.o 140.0 53-1/8' 7a- 80.0 140.0 53-1/6• 84' 80.0 140.0 - - ' UNEQUAL LITES (ORIEL TYPE) F •� ` drawing no. sJ-1/e• 90 eo.D 140.0 - -� %'�'•. o�.•w�. W16-20 53-1/D" 9a' MI.O 140.0 - - ` FL #20352.1 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSP FLANGE DIMS. GLASS TYP68 'A' � 'Ai' WIDTH IIENiM EM.(+) iM.(-) 26-1/2' 37• b' 43' 4a" 50• sz• °3• (7) 80.0 140.0 a0.0 1b.0 80.0 1 b.0 a0.0 1b.0 a0.0 80.0 ,b.0 eo.o 1b.o 19-1/6' 28-1/2' ]r 43• 4e' 50• s2• (p) 80.0 ib.0 60.0 ib.0 eo.o 80.0 a0.0 1b.0 a0.0 1b.0' eo.o 1b.o 37' b. 43' 4a• 50• 76' (8) 80.0 1 b.0 60.0 1 b.0 80.0 ib.0 eo.o 1b.o 80.0 1 b.0 3r 4J' °4" eo.o ,b.o 80.0 1b.0 b• 80.0 1 b.0 37' (9) 80.0 1b.0 n= N UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PEP FLANGE DIPS. GLASS TYPES 'B' & 'Bl' WIDTH HEN9R E%T.(+) 1M.(-) 19-1/a• 28-1/2• 30' 32' 3a• J7' ,6• 4e' 30-5/B• (6) a0.0 80.0 80.0 80.0 a0.0 a0.0 80.0 e0.0 60.0 50.0 80.0 50.0 eo.o eo.o eo.o eo.o 19-1/a" 28-1/2• ]o• 32• 36• J7' 48" °J• (6) a0.0 a0.0 p0.0 80.0 eo.o eo.o e0.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 19-1/e• 28-1/2' 30• 32' J6' ]7• 74-i/4• (p) ao.o eo.o 80.0 a0.0 a0.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/e' 28-1/2• b. 36' 76" eo.o eo.o 60.0 50.0 p0.0 a0.0 80.0 80.0 19-1/a• 30• 32• (e) a0.o a0.o eo.o eo.o a0.0 80.0 'i px� _ Sealed: 1/12/2018 • . . . . . . . . . . WOOD a" r............. • r•O• i •R..... SLAA... 0..0 Q e •'.. .a WI, • • • I/t1 I � I 1 I 20 i I I I 12 OPTIONAL TO SPRING LATCH �e 1e 2 d 'I 1 G. . ,. ' ' I i EDW DIST.' •. I I � I TYPICAL ANCHORS REDD. FOR LOADS ABOVE 80 PSF ONLY SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING T FOR SPACING WEEPHOLES: W1 = 1-1/2` X 5/16` WEEPHOLES AT 5-1/2" FROM EACH END _ IBY W000 BUCK v • • ° 1• e I , TYPICAL ANCHORS .. j I j REDD. FOR LOADS W7 _ I I ABOVE 80 PSF ONLY SEE ELEV. EDGE DISf. FOR SPACING Fr_____ _____________,� I F.B C APPROVED I j II MULLION k MULLION ANCHORS II SEE SEPARATE APPROVAL II EDGE DIST. j I Ij TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ................................ THEMTO THE BUILDING STRUCTURE. 9 'TYPICAL ANCHORS:: SEE ELEV. FOR SPACING •'1/4` DIA. ULTRACON BY 'ELCO' (F-177 KSI, FY-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2` MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 18Y BUCKSINTO CONC. OR BLOCKS• ti ;1-114` MIN. EMBED INTO CONC�Ij€TE,�,HEAD(�S14L(JAA1<35�," 1-1/4" MIN EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) 14 CMC OR cFl F-DRI 11 M:RFWC (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) f. ......................... CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1�2" MIN. ., f INTO YVOOD STRUCTURE = 1 MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD' SRL OR JMIBS, SG Q.SS GAIN. - :.�vn�(�.n? H�z,.st�.�.rnMa�.r.�.-.�� P�.Mu1•....: C-90 FOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. S: uGEN I . No.7D592 o �Q •'• ST _ drawing no. %fir:: •.... °".�`` W16-20 FL #20352.1 Sealed: 1/1212018 • ... • • •• • •. . • • • • • • • • •• •• ••• ••• • • • SHIP • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING II EXTERIOR ley WOOD BUCKS I WINTUIPW WIDTH .................................................................................r TYPICAL ANCHORS SEE ELEV. FOR SPACING MAX. METAL STRUCTURE FL #20352.1 No. 70�2 •.... � Sealed: 1 /12/2018 O ^ i i" drawing no. W16-20 • • ... • • . • . . . .. . . . . . . . . • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. 10 1 APPROVED IN & MULLION ANCHORS EPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX, SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING a \... .11/4'. y� w a INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER FL #20352.1 ��J �NBF�' , � •A N0.705e2 k drawing no. Sealed: 111212018 2.848 • i-- Q �-��•a f• 11•• • • • • EA� • • • .062 TYP. A 2.844 h-1.409 --1 QQ FIX. MEETING RAIL 1.403 .078 1.625 2.406 062 IYP. 1.169� OS VENT TOP RAIL Q FRAME JAMB 1.49e .a7s�•r 1.169 062 TV. .715 !� VENT SIDE RAIL 1.122 .078 1.421 98s 1.029 t3 SPRING LOADED LATCH �m 1 i3 0 O VENT BOTTOM RAIL 2'a " Q FRAME SILL 2.788 - -5831- .458 -M---1 -1 F^.134 ., .7eJ 1 .050 .66s .7e} 1 .050 •885 .7eL .050 .e65 .67672 A82 F 1.09E F^1.09E 1.09E D6 t0 FLUSH FRAME ADAPTER GLAZING BEADS LTRM 0 PART 0 REQD, DESCRIPTION KATERUL MANY./SUPPLIER/REMARKS 1 M0201 1 FRAME HEAD 6063-T6 - 2 M0202 1 FRAME SAL 6063-TS - 3 MG203 2 FRAME JAMB 6063-T6 - 4 M0204 1 FIXED MTG. RAIL 6063-T5 - 5 MG205 1 VENT TOP RAIL 6063-T6 - 6 MGM 1 VENT BOTTOM RAIL am- 7 MG207 2 VENT SIDE RAIL am-To MGM AS ROD. GLAZING BEAD (5/16- GLASS) - eA MG209 AS ROD, GLAZING BEAD (7/16- GLASS) - 6B M0210 AS ROD. GLAZING BEAD (1NSUL LAM. GLASS) - 9 - 2/VENT SASH STOP - 10 MG212 AS REOD. FLUSH FRAME ADAPTER - 12 SL203P 2/ VENT SWEEP LATCH ZAMAK SULLIVAN . ASSOC. 12A /6 X 5/8' Z/ LATCH LATCH INST. SCREWS ST. STEEL ON sMs 13 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 13A - 2/ LATCH LATCH SPRINT. ST. STEEL - 14 #10 X 1- AS REOD. FRAME k VENT ASSEMBLY SCREWS CRS PH SINS 16 E202 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 18 W7323INKOWB AS REDD. SIDE RAIL nN SEAL VSTRIPPINC - ULTRAFAB 19A MG221 2/ VENT VENT BOTTOM GUIDE CELCON WM PLASTICS 128 M0222 2/ VENT VENT TOP GLIDE CELCON M*M PLASTICS 19.1 /6 X 5/8- 1/ GUIDE SASH GLADE MST. SCREW CRS FH SMS TYPE B 20 sL-14A-044 2/VENT ULTRAuFr SPIRAL BALANCE - CALDWELL 20A #10 X 1-1/4' 1/ BALANCE BALANCE INST. SCREW - OH SMS TYPE B 22 - 1 s/1e' BOX SCREEN - OPTIONAL 23 - 2/ LITE SETTING BLOCK AT 1/4 POINTS EPOM OUROMETER 50±5 SHORE A 24 - 2 HI -FLOW j PREFERRED ENGINEERING PRODUCTS C V O O U � O C . No.70592 * • drawing no. W16-20 FL #20352.1 11�`�� 11I 11111\\ sh001 J Of 8 Sealed: 1/12/2018 1 •• , •• ••• •• • • 14 T 14 `��•``�p®, A... k�s ,'�•,,� #> i7 ,• . No. 70592 ��' •• � drawing no FL #20352.1 Sealed: 1/12/2018 nrAr BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Florida •j '� Product Approval F- USER: Public User :t�r�rnt�m • • •••••• • • • • Productorovai Menu > P d rt or Aoof anon Search > Aonli aL t_�=t > Application Detail • • • FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL20359-R2 Revision 2017 Pending FBC Approval Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Windows Horizontal Slider • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Javad Ahmad the Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL2n359 R2 COI SS Series M "300 Alum Horizontal Slidingg ^iindo ( MI MI I-�SMIMI)-CI 2017.Ddf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 Product Approval Method Method 1 Option D Date Submitted 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval 01/21/2018 Summary of Products FL # Model, Number or Name �••••• Description i 0' • 20359.1 Series MG-300 Aluminum Horizontal Large missile impact resistant aluminum horizontal Eliding • Sliding Window window. •"� " i • �' Limits of Use Installation Instructions • • FI 2n3S9 R2 II S - ri s MG-30n'Af *l *Horizontal,5Uddiy Approved for use in HVHZ: Yes Window (LMI)-2017 DWG W16-26.odi �' • 0 Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70 599 "' • by Independent Third Partypfe% Design Pressure: +90/-140 Created • • • • Other: See attached drawing W16-26 for span vs. load Evaluation Reports ' • • • ' • • FI 20359 R2 AE SS -Series MG-3aQ•Allum Horizontal SIidiRa combination and installation details. 2017.12df • • Window (LMI) -PAE • • Created by Independent Third Party: Yes 20359.2 Series MG-300 Aluminum Horizontal • Small missile impact resistant aluiWipGm= orizontal sliding Sliding Window window. �" • Limits of Use Installation Instructions ' Approved for use in HVHZ: Yes FL20359 R2 11 SS -Series MG-300 Alum Horizontal Slidina Window(SMI)-2017 DWG W16-28.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-28 for span vs. load Evaluation Reports F120359 R2 AE SS -Series MG-300 Alum Horizontal Slidina combination and installation details. WIndow(SMI) -PAE 2017.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 7601 Blair Stone Road. Tallahassee FL 32399 Phone: RSO-487-1824 The State of Florida is an AA/EEO employer, r nnvrinht 2007-2013 State of Florida.:: Privacy Statement :: AA «ihil-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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click h=. •• product Approval Accepts: c`J do ® � M Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW Maximum Width: 126"(XOX) 96"(XO) Maximum Frame Height: 74" Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) Inefallafinn nrawinoe If W1f-2F ...... ...... Fr ze;s9 Date? OZ/08/20'1$ .*90 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) DESCRIPTION TEST, LOCATION, s TESTaREPORT =TEST Test ;TEST ' �" '�" �` ''' - DATE REPORT Sealed by ` ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST ` `" DESCRIPTIONT TEST LOCATION TEST REPORT TEST ""1 Test DATE ` REPORT # Sealed by FBC 1626.2 Large Missile Fenestration 03/29/2016 FTL-8856 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Testing Laboratory, Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: .,o'Ati,- .�SPjt Mq.'. E .H'SP=• ' - ``.. • No 0592 n. Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 :� °aS ' ;s�oNA�E,.•�'° ealed: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcene.com I alfarooci@afcene.com RS (2) ADDL SEE CHART • • • Wvr• • • • 98- ON SHEET 4 i • • )OANi)' ORSSTILTYP. • • • WINDOW WIDTH m 8• MAX. • AT•4• •.C.• S F��Al'��S� jjj111UNTINS (2) AODL ANCHORSSEE Z q HEAD/SILL g ! •.•- �� • • • • (SMRF�E APPLIED) ON SHEET 4 (4) ANCHORS 0 n zj CORNERS I I • MAAFF ��CC USED 8. � AT MTG. STILE ENDS HEAD/SILL A AT 4. O.C. FALSE MLNITINS S • • • • CORNERS 8 / I�----- '`I (SURFACE APPLIED) �+ MAY BE USED • • • C � D • •li • • �i 0 • E I,B't 7 /• • i •�� •/ •�� • • I II I G n a, mo u u c Mx nz p/ Ii ii%/i m 4'ZWS L� II II � it 11 it 11 II 11 11 11 � II II ...III II II IF___�� 6 6 v fn o I I I 1 m Z S iS 32 3/8•32 3/8•� 43 3/8• I 43 3/8•o O D.L OPG. D. L OPG. 70 D.L. OPG. D. L. OPG. 6 U w K � 37 3/18• TYPICAL ELEVATIONS 48 3/18• IRE In^' In S VENT WIDTH VENT WIDTH = $ M TESTED m.S..............................................................: THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT, 89 3/4• :SERIES MG-300 SHUTTERS ARE NOT REQUIRED.; WINDOWWIDTH I ON DjtjG WINDOW., z (4) ANCHORS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER, $ x /- AT MTG. STILE ENDS I K N w 6• MAX. / AT 4• G.C. CHARTS SHOWN ON SHEETS 4 k 5. c mom m HEAD/SILL CORNERS 6 - APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE O i' COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND y LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL PRa4IOED HE/SHE THIS PRODUCT BASED ON THIS PRODUCT EVALUATION C PROVIDED UDOES NOT DEVOTE FROM THE CONDITIONS DETAILED r----II- -rr E WILL APPLY TO ENTIRE SYSTEM. ON THIS oocuuENr. o„ B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF N THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ALTERED FIT ANT MEANS. tqq �/ I _--JI---- U--- REQUIREMENTS OF THE 2017 (BTH EDITION) FLORIDA BUILDING CODE C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED LCj Cs //--n---- �====IrIr INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER Of RECORD (E.O.R.) o ? . •/ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER m m V. II II II IBY OR 28Y WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED x n n p _ _ _ JL _ _ _ _ _ ===11_ _ _ _ DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE ---ter----. �r --- .. . TO THE BUILDING STRUCTURE. -- -- SPECIFIC DRAWINs-FOR REVIEW. - • r � II II m 0- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Di C O ei u o II IN II ANCHORS SWILL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS THE PROFESSIONAL S1HALL ENGINEER OF RECORD THAT PREPARED R. g O _--L__-- II u___ AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE RI =====IT--- MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FL #20359 .� 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT e COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 'P'' VGENBF'•• C7 /i b i 0 REQUIREMENTS OF THE 2017 FLORIDA SLOG. CODE ak ADOPTED STANDARDS. � C THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION No. 70592 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY.. ' OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR m WATER INFILTRATION RESISTANCE ETC. 32 3/8• I 48 1/8• CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, %po •'.. D.L.OPG. D. L OPG. TO AND TO BE Rdrawing no. ENEWED BY BUILDING OFFICIAL. BT 37 3/16• MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SIBLE LOCATION ss• ...... �� IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. AAA ��lVAI. VENT WIDTH LIBELING TO COMPLY WITH SECTION 1709.9.2. Jl/l111 10%, sheet 1 of10 111 7/8• V ro �� N 1 m Ova Z q�' UNPINS n USED APPLIED) Q Z V 4 U 0 /log LL rI �A °O g Sm 74 J zg <a•f 0 U '^ J Z I S C! _ VENT WIDTH VENT WIDTH z t0 IV 1- Y K M y 127 S/8" x O M id ANCHORS $ z UNTMS N Wv} APPLED) c� ao C USED � O O N n T c u O O N>_ 4 O � C No. 705M C ®• drowing no. VENT WIDTH TYPI �D UNITSTIONS FL #20359/11 111\�,�p� sneet 2 otto VENT WMTH M • • • • • WN1I� WIDTH e' MAX. HEAD/SILL • • • • R' • • • M � p;�• � • • FALSE CORNERS • 6 ,- •� • •,••f- � • (SURFACE MAY BE 4� � � • ••�/•' it C C 7 • •// • • //• p II // II // �I 7 O1 11 �1 it II II i 'I S e 32 3/0" \ ` 32 3/ti" 32 3/S" �m D.L OPG. D.L. OPG. D.L. OPG. m 37 3/16" 37 3/78' M m)HDow mor11 AY 6" MAX. MTC. STILE ENDS FALSE HEAD/SILL A AT 4" O.C. (SURFACE CORNERS MAY BE d I. II II II II II II C b � b II II 7 W W x n x n ===p====k=== II II �N- D z u u II II II II II II II II 6 ` 32 3/6" 4E 1/tl" S2 3/B" D.L OPG- u D.L. OPG. D.L. OPG, 37 3/16" 37 3/76" . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 0 1/8" HEAT STREN'D. GLASS • 3/16" HEAT STREN'D, GLASS 3/16" HEAT STREN'D. GLASS �u N • Interiayer • • • • • • �" • • • • ye0" Ipter�yer 09 I ,o T0 if roeRol PVB • • • • • • • • Derr Py8 tr losAayer SantryGlas By 'Kuroray America, Ind' KuWfra�America, Inc.' By 'Kummy America, Inc.' 1/8" HEAT STRENVOOAS9 • • • • • • • • • 311j"•HEAT STREN'D. GLASS 3/18" HEAT STREN'D. GLASS 0 FWpi in al eo SIl1CONE DOW 795 SILICONE DOW 795 SILICONE DOW 795 O 4 �- 0 U m • • • 000 • • • •• •• i is � m • • • 3 g vy� ��i C CC � n 1� 1. I, II VSVS G 10 Q AT 1/4 POINTS ON LITES M WIDER THAN 36" ONLY AT 1/4 POINTS ON UTES Zo WIDER THAN 30" ONLY AT 1/4 POINTS ON UrES 20 WILIER THAN 36" ONLY r - a ' ................................. GLASS TYPE 'A' 5/16" OVERALL LAM, GLASS GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS GLASS TYPE 7/1e" OVERALL LAM. GLASS .-. 7................................ J L?A v 1/8' TEMP. CLASS " 1/8" TEMP. CLASS p3p 3 p3 8 Z 1/4" AR SPACE CE 1/4" AIR SPACE 3 r " 1 /8' HEAT STREN'D. GLASS HEAT 5TREN'0. GLASS 3/16" HEAT STRE11'D. GLASS 0m 090" Interiaysr 0" Interioyer 090" Interiayer N w� Trosifol PVB silol PVB SentryGlas V) By 'Kuraray America, Inc.' 'Kuraroy America, Inc.' By Kurcray America, Inc.' xa M 1/8' HFAT STRl71'D. CLASS3/18" %1/4* HEAT STREN'D. CLASS 3/18" HEAT SIREN'D. GLASS mS/1 LZSILICONE 795 SILICONE DOW 795 SILICONEDOW DOW 795moo m 2 /� n � 22 POI AT 1POINTSPOINTS � AT 1/4 POINTS � AT 1/4 _ ALL SIZES 29 ALL SIZES GGGG��i 29 ALL SYLES GLASS TYPE 'Al' GLASS TYPE 'Bi' GLASS TYPE 'Cl' 11 /16" OVERALL INSUL. LAM. GLASS - - - 7/8" OVERALL INSLIL LAM. GLASS - - -- 7/8" OVERALL INSLIL. LAM. GLASS - - - - -- .................................... GLAZING OPTIONS E ................................ F 1/4" ATR SPACE CONSISTING OF: - b = 6B2 'DURASEAL' EDGE SEAL SYSTEM - BY 'QUANEX' No.70- - ' •' A OFF drawing no. 'i,,'"Ci`s:•. or�LDI`.•�.�'` W16-26 FL #20359 �''•;S,!��ALtI;```� sheet 3 ot10 Sealed: 1/12/2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • DESIGN LOAD %0 CAPACITY OR OX SIZES) - PSF • 0 • . • • • • • DESIGN LOAD (XO CAPACITY OR OX SIZES) - PSF FRAME DIMS. duo. A •t jx m. 'A1' GLASS 'B' t TYM I '510 GIM TO& TYPES TO . • YRAMF. • • DIM '-A TYPES 'Al' G1ASS '8' t TYPES 'Hl' CUSS 'c. t TYPES 'Cl' WIDTH I HEIGHT (t - EXT.(i) I INT41) EXT. ) IHf.(-) HElm EW.(4, IHr.(-) EXT.(+) 94T.(-) EXT.(+) WT.(-) 26-1/2' 37` 53-1/8" 63" 74" 84' g6" 26" 50.0 80.0 6o.0 �e 00.0' 140.0 H4' 38' 46" • 10' • 726 e • 98< • • • • 24" • • 80.0 60.0 60.0 00.0 140.0 80.0 SOO 80.0 80.0 90.0 140.0 80.0 80.0 50.0 80.0 90.0 140.0 80.0 80.0 80.0 60.0 90.0 140.0 80.0 60.0 80.0 80.0 90.0 140.0 50.0 80.0 80.0 80.0 •W.0 1 .0 WIG solo 30.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0• 90.0 14D.0 .0 BOA 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 .0 1 .0 solo 60.0 80.0 80.0 90.0 140.0 - - 80.0 60.0 /0.0 160.0 - - $0.0 H0.0 90.0 140.0 26-1/2' ••"." 53-1 /8' 83� 74 •"" 84" """ 96• ......... 38-3/8" ..•..•... 80.0 80.0 80.0 80.0 90.0 7 .0 20' W. 48' 60" 72" 84" 96" • • • 36" 80.0 80.0 $0.0 $0.0 90.0 140.0 80.0 80.0_ 80.0 80.0 90.0 140.0 60.0 solo 60.0 60.0 Solo 140.0 80.0 50.0 80.0 80.0 90.0 140.0 $0.0 80.0 80.0 60.0 90.0 140.0 80.0 80.0 $0.0 60.0 90.0 140.0 $0.0 $0.0 80.0 80.0 90.0 140.0 80.0 80.0 50.0 80.0 90.0 140.0 80.0 60.0 50.0 60.0 90.0 140.0 solo 80.0 80.0 80.0 90.0 140.0 80.0 80.0 60.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 - - 80.0 80.0 90.0 140.0 26-1/2" 37' 53-1/8" 63� 74" • "64'• �• 95" ""••'.., 50-5/8" '""'""'" 80.0 80.0 80.0 80.0 90.0 140.0 24' 36' 4e" W. 72` 84" 96' 1. 80.0 60.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 60.0 90.0 140.0 80.0 80.0 80.0 50.0 90.0 140.0 80.0 80.0 50.0 80.0 90.0 140.0 80.0 80.0 60.0 80.0 90.0 140.0 80.0 50.0 80.0 80.0 90.0 140.0 $0.0 80.0 30.0 60.0 90.0 140.0 80.0 80.0 solo 50.0 Solo 140.0 solo solo solo solo Solo 140.0 50.0 80.0 50.0 80.0 90.0 138.7 50.0 80.0 80.0 60.0 90.0 140.0 - - 80.0 80.0 90.0 121.4 - - 50.0 60.0 90.0 128.0 26-1/2' 37" 53-1/8` 63' 74" 84" 95' 63„ solo 60.0 solo solo Solo 140.0 24' 36" 48' 60` 72" 84' 96" W. $0.0 solo solo solo Solo 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 60.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 50.0 60.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 0.0 80.0 90.0 140.0 50.0 80.0 80.0 80.0 90.0 126.5 0.0 80.0 90.0 130.5 60.0 50.0 80.0 80.0 90.0 111.5 0.0 80.0 90.0 117.0 - - - - 90.0 97.5 - - 90.0 102.4 25-1/2" 3T 53-1/8' 63' 74' 74' - - 80.0 50.0 - - 24" 36" 48" W. 72" 84" 72' W 0.0 80.0 - - - - solo solo - - 0.0 solo - - - - solo $olo - - olo solo - - - - 80.0 80.0 - - 80.0 80.0 _ _ - - 80.0 80.0 - - solo 80.0 _ _ 50-5/8' _ _ 90.0 140.0 < _ _ _ _ - - 90.0 140.0 96' - 90.0 140.0 $ 74" 84" 63. - - - - 90.0 140.0 72` 84' 98` So" - - - - 90.0 140.0 - - - - 90.0 132.7 - - - - 90.0 140.0 - 90.0 �125.0 - - - - 90.0 128.0 (1/2W) (1/2W) 'i OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH ;XO OR OX' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 32 (XO OR OX SIZES) (XO OR OX SIZES) Le� H GIASS TYPES GIASS TYPES GIAS8 TYPES CLASS TYPES e FRAME DIMS. 'B' t '61' 'c. t 'CI' FRAME DIMS. '11' t 'BI' 'c. t TV WIDTH HEIGHT EXT.(+) 9R.(-) EXr.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) p 55-1/2' 80.0 80.0 90.0 140.0 34' 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 1. 60.0 50.0 90.0 140.0 Q 2 n 83-1/4" 28" 80.0 80.0 90.0 140.0 72' 24' 80.0 50.0 90.0 140.0 Q .�''.. U 94-1 /4' 90.0 80.0 90.0 140.0 al. 60.0 80.0 90.0 140.0 yNI 55-1/2' 80.0 90.0 90.0 140.0 9o' solo 50.0 00.0 140.0 9-11/16 $0.0 50.0 90.0 140.0 54' 50.0 $0.0 90.0 140.0 p n 83-1/4' 80.0 80.0 90.0 1 140.0 63" 90.0 80.0 20.0 1 140.0 Q 94-1/4' 80.0 80.0 00.0 140.0 72' 36" 60.0 80.0 90.0 140.0 55-1/2' 80.0 60.0 90.0 140.0 81" 80.0 solo Solo 140.0 8 . Ic '9-11/16 80.0 90.0 90.0 140.0 90' 80.0 80.0 90.0 140.0 a Z O 83-1/4`-5/8" 80.0 80.0 90.0 140.0 54' 80.0 80.0 90.0 140.0 = y 94-1/4' 80.0 80.0 90.0 12l.4 1. 80.0 50.0 90.0 140.0 AQ S 55-1/2' 80.0 80.0 90.0 140.0 72" 45' 80.0 $0.0 90.0 140.0 4= Ej p f 9 '9-11/16 63' 80.0 80.0 90.0 111.5 81" 80.0 50.0 90.0 140.0 83-1/4' 80.0 80.0 90.0 97.5 90' 80.0 80.0 90.0 140.0 U ^ SS-1/2' 74" 60.0 50.0 70.9 98.5 54" 80.0 80.0 90.0 140.0 Z H '9-11/16 60.0 80.0 62.2 86.4 63" 80.0 $0.0 90.0 140.0 c 72" W. 80.0 80.0 90.0 140.0 c al" 80.0 50.0 90.0 117.0 ; Z 90" - - 90.0 102.4 Z 54" solo 80.0 90.0 140.o 3 63' 60.0 80.0 80.8 111.9 w 72" 72• 50.0 50.0 89.4 98.4 ri m ON�� Go j o �o N O 0 OPERATING VENTS TO BE 4TO OF THE WINDOW WIDTH o XOOR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 i NO.70592 Z I r A • . drawing no. ��;�..,omo►��,� W16-26 5ea11/G: vTruzuin . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY - PSF (XOX SIZES) • PlUYE DIPS. GLASS TYPES B' k 'el' GIABS TYIA C' t 'Cl'• WIDTH HEIGHT EM.(+) 9iT.(-) E%T.(+) N(T. ) 74` 106-1/4' , 11• 126• 26- 80.0 e0.0 80.0 ,� 80.0 e0.0 90.0 1b.0 e0.0 e0.0 90.0 1b.0 e0.0 80.0 90.0 ,b.0 74• 106-1/1• „1" 1 TB` se-J/e• e0.0 e0.0 90.0 1b.06 e0.0 e0.0 90.0 1b.0 $0.0 80.0 90.0 ,b.o e0.0 e0.0 90.0 1b. 74• 108-1/4• ,,,- 126• so-s/e• e0.0 b.0 90.0 140.0 e0.0 80.0 90.0 1b.0 e0.0 80.0 90.0 140.0 60.0 80.0 90.0 13e.7 74• ,OB-1/4' , 11• 126" 63` e0.0 e0.0 90.0 1b.0 e0.0 80.0 90.0 129.0 D0.0 80.0 90.0 125.7 - 74" 111- 126 80.0 e0.0 - - 80.0 e0.0 - - e0.0 e0.0 - - �V 1 0 2 o� q Z 2 O p�4 U 8 o� "j� < 3 W g64 b C a$ O Z J � O 0 i O w� m ov~i t� x g v M g m o Z 8 cso�� c pj (1/3W) (1/3W) (1/3W) 0 0 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH d ' XOX' XOX' -- - -- - - -_ ii u o a .v e O � C GEN S o N0.70592 '% d �• NOTE: a GLASS CAPACITIES ON THIS SHEET ARE %® drawing n0. BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION �s+ " •••••�.` W16-26 DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 ,,,,s/oNA`11,,,, // 1 sheet 5 of 10 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FltAtfB WYS 9 ---i 'B' Bt • GU89�TYPLB L• bI' •>a• B4• 96" :B•• 1Q0`• • 24" • • • A e0 90. �b.0 e0.0 e0.0 90.0 1b.0 BOA 80.0 90.0 1b.0 e0.0 e0.0 90.0 1b.0 •0 � ib.0 s{•• bB•• 10e• i20• • • • • SB• Bl.O l0.0 80.0 1b.0 .o eo.o ,b.o eB.o 4Bao �o.o ,b.o 80.0 eO.O 90.0 1b.0 80.0 e0.0 90.0 1b.0 72• e4• 96" 10e• , ZO• 4e' e0.0 e0.0 90.0 1b.0 ,w.o eo.o 9oA , b.o e0.0 e0.0 90.0 1b.0 eo.o Iw.o 90.o tb.o 80.0 e0.0 90.0 , b.0 72• 64- 96` tOB• 120' BO' 80.0 e0.0 90.0 ib.0 e0.0 e0.0 90.0 1b.0 Bf1.0 e0.0 90.0 1b.0 80.0 80.0 90.0 136.5 e0.0 e0.0 - - e0.0 80.0 - 72•Bo.o e0.0 e0.0 eo.o e0.0 e0.0 eo.o eo.o - - .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 1BY wood eucK IYP.M-- ANCHORS SEE ELEV. .: • .FOR SPACNG • • • • fr_____ _ ____ ______il a a ' a a �BDGE' DIST. f .• • • • ! • • • • • • • • • EDGEt.7 METAL STRUCTURE I I F.B.C. APPROVED I I jI MULLION k MULLION ANCHORS '^ . � e • • .•- • • • • N DIST. SEE SEPARATE APPROVAL I EDGE DIST. 9 TYPICAL ANCHORSS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING ug9r—� TYPICAL ANCHORS WEEPHOLES: WI = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH END WITH PLASTIC BAFFLE SEALANTS: ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. ew1 I � . . 1BY P .. • • '' ' WOOD BUCK TYPICAL. ANCHORS SEE FOR SPACING . ING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. HUR ,. SEE ELEV. FOR SPACING •(F-177 KSI, Fy-155 KSI) •INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ;"7ANV1Hv 1}UM')Rt8'S fX .. k'6L' M9.................. 1—if4" MIN. EMBED INTO CONCRETE QHEADJSILL/JAMBS ti........j.MIN..EMBE.................... 1-1/4 MIN. EMBED INTO BLOCKS tJAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 114 SMs OR SFLF-DRILU14G SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 95itihcdL"�6c'bisYdrac�� 7 INTO CONCRETE AND BLOCKS = 2-1/2" MIN. " 1W1y*W(%bD &1' udtuA1";; Yf` �rA:"....' "....: INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMIM SG - 0.55 MIN. �'CifABliEt�'{t'NtAbr 'S�I>.1.'bit'3,titi9?;'fo ....Sbgd'p�['1.1)N:"� "C-9U'FIOL.LOY/fF5'LLED 9LOClC'AT .IAL19S !Tm � 2000 BSI MIN. No. 7M %0 � drawing o no. %hiss •..... °��.�� W 16-26 Sealed: 1/1212018 • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . u= VENT WIDTH '.......... MAX.N • • •.�....y�y, • O �o -1/4- MAX. SHIM © • Ye • • • • • / tyli • • • c SHIMS Z ; ' M J • • • • ••••••� • •SEE ELEV. p p•T 4 ..........t TYPICAL ANCHORS G_ y • • 4p.L0. • • • • 44 SPRING ATOH FOR SPACING h ? qr 0 V s JD O`.s U Im - • • • • •• - - V pp .. . a Ir e o; -------------------- 00 4 � o 116 4 D.L OPC. EXTERIOR 1BY • O WOOD BUCKS WINDOW WIDTH � = o TYPICAL ANCHORS XO LAYOUT 3 SEE ELEV. OX OPPOSITE FOR SPACING ' z 1/4' MA%. VENT WIDTH N N SHIM © O 23 1/4. MAX. SHIMS m J e TYPD.L.O. 7 24 OP110NAL TO D.LO. ;e FOR SFAL Z _ METAL SPRING uTCH 8 V, G ' STRUCTURE I N � v L V V J 1/4 m co m I 55�� 19 19 ri 27 am .._.._.. _.. _.. W • C - u 6 17 MY 4 WOOD BUCKS ° • a D.L OPC. _ WINDOW WIDTH y TYPICAL ANCHORS u LLLLL SEE ELEV. XOX LAYOUT FOR SPACING \1111111w11Lll T�' �`':'•JGENSF'••• �i o •� 4 T7 . 70592 a a %� drowing no. FL #20359 '��'sis,!AL�•�` ,Heel 7 or10 Sealed: 1/12/2018 .. • • ... .. .. . . . . . • • . . .. .. ... . . . . . . . . . . ... . . . . ... V EDGE DIST. I • • • • • • • • • • • • • • • • • • • • ITN- F.B.C. APPROVEDSTRUCTURE MULLION k MULLION ANCHORS ; Z m r•. / • . +,� • F n • • e' • • .I .• .. • • • • EDGE• DIST. SEE SEPARATE APPROVAL h e i"• . • • • • • • • • • EDGE DISf. � � � � U ayy DWG � see..... c o0 TYPICAL TYPICAL ANCHORSSPACING TYPICAL SEANCHORSTF10.R ELEVµCS FOR SPACING SPACING _ till z � — O �_ _� W� o: $dM� 1/4' MAX SHIMS © 1 yy}r0 J a y ALT. g ] Z J TYPICAL ANCHORS SEE EL:dj � ao FOR SPAC .i 1/4' c G - TYPICAL ANCHORS SEE ELEV. - FOR SPACING d - O c w o c ALT. I a INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERZa �• Jp,D,AFI�A 1 C - - No. ?M •EDGE drawiYingbn0. W16-26 DIST.' FL #20359 ��/S��PIAI10��``� sheet 8 oi1C Sealed: 1/12/2018 1 3. 1) FRAME HEAD O2 FRAME SILL .062 .S2e .250 Ii t.345 �I n SILL TRACK 1 FRAME JAMB JAMB . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 1.169 � • • • • • • • .62110960 • • • • •• ••• 062 ••• • TYP. �• •• • • • •• •• •• ,/ENT nFY13ITTOIN RAIL • • •• •• • • •• 2.4j16 • • • • • • ,0 P 1—1.531---1 JAMB STILE 2.406 se 1.189 � 1 L 1.531 n VENT INTERLOCK ITEM PART / QUANTITY DESCRIPTION MATERIAL MAN►./SUPPLIER/REMARKS 1 MG203 1 FRAME HEAD 6063-T6 - 2 MG301 I FRAME SILL 6063-T6 - 3 MG302 1 SILL TRACK INSERT 6063-T6 - 4 M0303 AS READ. FRAME JAMB 5063-16 - 5 MG212 AS REDD. FLUSH FRAME ADAPTER 6063-1*6 - 6 1 MG204 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK W63-TS - 8 MG304 1/ VEIN JAMB STILE 6063-TO - 9 M0207 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 MG206 AS REDD. GLAZING BEAD (5/16' GLASS) 6053-16 - 10A MG209 AS REGD. GLAZING BEAD (7/16' GLASS) 6063-T6 - 108 MG210 AS REDD. GLAZING BEAD (INSUL LAM. GLASS) 6OW-T6 - 13 MG308 AS RTEOO. ADD -ON SILL RISER 6063-T6 - 14 MG321 4/ VENT ROLLER HOUSING k GUIDE - 15 M0322 2/ VENT ROLLER MASS MG323 2/ VENT ROLLER PIN 17 /10 X 1' AS REDD. FRNAE/VENT ASSEMBLY SCREWS F KNEOPREME PH SMS 16 /10 X 3-1/2' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) PH SINS 19 W222322 AS REDD. FIN SEAL WSW F NO ULTRAFAB 22 E202 AS REDD. GLAZING BEAD BULB ULTRAFAB 24 SL.203P 2/ VENT SWEEP LATCH, AT 10-1/4' FROM EACH END ZAMAK SULLIVAN k ASSOC. 24A /8 X 5/8' 1 2/ LATCH LATCH INST. SCREW Sr. STEEL FH SMS 25 M0211 2/ YEW SPRING LOADED LATCH 6063-TG ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - 26 - 2/ WOW. HI -FLAW WEEPER - PREFERRED ENGINEERING PRODUCTS 27 - I/ VENT 5/16' BOX SCREEN - OPTIONAL. 28 - AS REDD. SILL INSERT. 2' LONG 6063-TG AT MTG. STILE LOCATION 29 - AS REDD. I SE'rm BLOCK AT 1/4 POINTS EPOA DUROMETER 80t5 SHORE A 062 2.e44 -j .660 .te6 1' ,-�21 1�89 .... L t3 ADD -ON SILL RISER .094 .1.969 2.786 F�.125 © FIXED MTG. RAIL _ L_ _{ _ .500 .672 1.0II00 T— .062 L 1.122 Q FLUSH FRAME ADAPTER ® SILL INSERT .076 421 '1' r .4551 --1 --1 r-.134 Tc ae�) .050 .565 .7e11 —I .oso .e6s .7eLI .oso Lees 1.029 {�t.096 V-t.09e F�1.096 2S SPRING LOADED LATCH 10 ® LAZING BEADS FL #20359 u 3 m t 2 � O Utn 4 a �A Oco ♦0i t I c < is 2i Z J — o 08 a NJ z (0 �mr (� w � fJ IQP IRE - o $ eD o L � 3 Y Z r,oj �o 2 co M NO. TT1692 8 drawing no.-2611 Sealed: 1112/2018 .. .. . . . .. .. . . . . . . . . . . . • . �V.V • /' ( 4Q 0 U O � ---------- FRAME TOP CORNER U � Z o VENT TOP/BOTTOM CORNER o �r w ,o QQ�en o GG]]00G O Z W 4 1 o u - Y O p N S u FRAME BOTTOM CORNER No.705B¢ s e S drawing no. *11k;.......... ��•�� W16-26 FIXED MTG. RAIL CORNER FL #20359 '��i;,DAlAltt`;``�� sheet 10 of 10 Sealed: 1/12/2018 PI.DRIDA ODPARTMBNT OF x Business�I&ProfessionalRegulation�� ...x� �..Ms+ :.-a dtt. - ,.ate ,..��k3.., .. ... ate r •;. ,rs..J..; - DRPR HO•E, ABOUT DBRPr D8PR DIVISIONS CONTACT,08PR FI dda r �, ' Product Approval U�oyV.trcp ��eerr�� p USER, Public User E Adrvauiltm Product Approval Menu > Product or AQplication Search > Application List > Application D•bil FL # FL26351 i • • • i • Application Type New • • • • Code Version 2017 • • • • • • • Application Status Approved •••••• • • •••••• Comments •••• • • •••� ••••• Archived •••••• •r•r • • •• •• •• • •••••• Product Manufacturer Mr Glass Doors & Windows Inc. r • • • • • Address/Phone/Email 8120 NW 84th St • • • • • • • • • • • Medley, FL 33166 • : 00000 • • (305) 470-8284 • • • • • • r • • • • ulises@mrglasswindows.com • • • • • . • • Authorized Signature Yiping Wang mcy@mcyengi neering.com Technical Representative Augusto Arias Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 aarias@mrglasswindows.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Yiping Wang Evaluation Report Florida License PE-55983 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Sifu Zhou, P.E. 66 Validation Checklist - Hardcopy Received Certificate of Independence FL26351 RO COI Certificate of Independence SS.pd Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 Product Approval Method Method 1 Option D Date Submitted 02/14/2018 Date Validated 02/26/2018 Date Pending FBC Approval 02/26/2018 Date Approved 04/10/2018 summary of Products FL # Model, Number or Name Description : 0 • •; • 26351.1 Series MRG-400 Fixed Window - LMI Series MRG-400 Fixed Winddt%jL2rtte Missile Impact Limits of Use Installation Instructions • • • • • • • Approved for use in HVHZ: Yes FL26351 RO II MRG-400 Fejg,*A.%02.20 SS.p ff Approved for use outside HVHZ: Yes Verified By: Yiping Wang 1`0#55g83 Impact Resistant: Yes Created by Independent Thy •••• s?SI% Yes � 0 Design Pressure: +52/-100 Evaluation Reports 0000 • • • • 9041 Other: FL26351 RO AE Evaluatiol WV'lfySS.pdf •••• ••: Created by Independent Th rdPartp: Yes • • • • • • • • • •••••• • • • • • •••••• Back Next • *00000 000000 •• • •• • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 • • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: FE9®®9-&a Credit Card Safe 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSULTANT F: 305 279-6818 PRODUCT APPROVAL EVALUATION REPORT - - .e*@:0 Product Manufacturer: Product Name/Model & Description:• : . . . ...... Mr. Glass Doors and Windows Series MRG-400 Fixed Window - " 0• • • • • • a Fixed Window — lar a missile im rt. • • • • • • • • • 8120 NW 84TH ST 9 p .... ..... Miami, FL 33166 .0*0 • ...... .... ..... Scope: This product has been evaluated by the below -signed Florida Professional Engineer fdr comQliane� with....:. the Code noted herein and is, for the purpose intended, at least equivalent to that regeiiA by ; &Code, in:" accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation of this product shall be required following applicable Code modifications or revisions. Code: 6"' Edition Florida Building Code (2017), inclusive of all Supplements effective as of this report date. Compliance Method: 61G20-3.005 (1)(d) —Evaluation Report from a licensed Professional Engineer Product Description: Product Approval Drawing #AD18-01, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report. Limitations & Conditions of Use: • This product has been evaluated for use inside and outside of the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. 1 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSULTANT F: 305 279-6818 Test Reports: Mandatory Tests (Tested in accordance with AAMA 501) • • • • • • Test Lab Report Number Test Report Date Test Standard & 4 Wscr$tion ; • • • Fenestration Testing FTL-9147, signed 01/24/2017 TAS 201 (large misgiie•irnpact) Lab. — Medley, FL TAS 202 (uniformstatlelest) •••• and sealed by TAS 203 (cyclic wind'o&ssure IotMM) Idalmis Ortega, PE, ASTM E283 (air infil�ralion testy":'. .. . � • � • ASTM E331 (water irllLon tion test FL #76905 • • • Engineering Analysis: The following engineering analyses and/or calculations have been performed: • • No comparative analysis has been performed for conditions other than those tested. • No rational analysis has been performed. • Anchor calculations are based on manufacturer's published anchor capacity, anchor Notice of Acceptance by Miami Dade County. RM +t�,�— g No SysO 1�< �f FEBRUARY 9TH, 2018 2 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . . .. "' "' ••� •�• INl ,. GLASS DOORS AND WINDOWS, INC. SERIES MRG-400 FIXED WINDOW . •• LARGE SMALL MISSILE IMPACT . ......:. . ......... . .............................................................................................................. DRAWINGS INDEX TITLE CONTENT REV. DATE COVER GENERAL NOTES AND INSTRUCTIONS E I WINDOW ELEVATION r G I GLA55 CAPACITY CHARTS DI WINDOW DETAILS AI ANCHOR OPTIONS A2 ANCHOR OPTIONS 07 BOM BILL OF MATERIALS 08 ISO ASSEMBLE DRAWINGS GENERAL NOTES: - THI5 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (201 7) INCLUDING HIGH VELOCITY HURRICANE ZONE (H V HZ). WINDOWS RATED FOR LARGE MISSILE IMPACT. IMPACT SHUTTERS ARE NOT REQUIRED. THESE WINDOWS ARE APPROVED FOR AIR AND WATER INFILTRATION. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRE551NG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, MATERIALS INCLUDING, BUT NOT LIMITED TO, 5TEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (2017) SECTION AS APPLICABLE. - METAL STRUCTURES NOT BY MR. GLA55 DOOR E WINDOWS, INK. TO BE DESIGNED TO SUPPORT THE LOADS IMPOSED BY THI5 GLAZING SYSTEM AND TO TRANSFER SUCH LOADS TO THE BUILDING MAIN STRUCTURE. ULTIMATE LOAD OBTAINED FROM A5CE 7- 10. MULTIPLIED BY 0.G SHALL BE LE55 THAN OR EOUAL TO THE MAX. DESIGN LOAD IN THI5 DOCUMENT, THE DESIGN LOADS SHOWN IN THI5 DOCUMENT ARE ALLOWABLE DESIGN LOAD5. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP I : DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE A5CE 7- 10 STANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT. STEP 2: 5EE SHEET G I FOR GLA55 OPTIONS AND CHART FOR APPROVED LOAD OF DESIRED FRAME 51ZE WITH GLA55 OPTIONS. STEP 3: APPROVED ANCHOR OPTIONS SHEETS A I a A2. ANCHOR SPACING SEE SHEET E I. STEP 4: THE LOWEST VALUE RESULTING FROM 5TEP5 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. ABBREVIATIONS AND SYMBOLS D.L.O. - DAYLITE OPENING F.H. - FRAME HEIGHT SECTION NUMBER F.W. - FRAME WIDTH W/ - WITH SHEET NUMBER W/O -WITHOUT O.C. - ON CENTER Z Z- z Z � W W Z _ Z 0 N = U� f 3— ��I U 2 �....m..a.x pj 3 0� i T.re..° $ 3 LL s o Z c'': ooiwnTie� X c-,��owc.�.,•., �oo�w g of O 414. W 5 •..°.,...o. •m. w m O �o T_ •Rm' C1 R. ion RE��TantAy 1� oww�e r } Np c.. 28677 ns sNrn * • eti � QF ••b� �•�VDIB—�01 FSsinNP�:.�`� i OF 9 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ... ... . . ... . ••• I �' :42 14" • • • 17i6" • • OD. Le O.W. • • •• • • • • •• •• FAL5E MUNTIN5 14" DI (SURFACE APPLIED) MAY BE U5ED C // ■ /,- C D1 OPP. D1 u U LL- U O Zn m 7= �OOLn — O J Z A O C) �oC� (3) r:O U w z B T Q =1 — 6" 14" MAX. ......................................� FIXED WINDOW ELEVATION ( If5T 51ZE SHOWN) ' .......................................... FRAME FRAME FRAME WIDTH WIDTH WIDTH Lu U.J U U U FRAME FRAME FRAME WIDTH WIDTH WIDTH LLJ I w w w FRAME FRAME WIDTH WIDTH w K w w = w = ALLOWABLE LOAD5 FOR ALTERNATE SHAPES A5 5HOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW 5HAPE WITHIN SQUARE OR RECTANGLE A5 5HOWN IN DOTTED LINE5 AND OBTAIN ALLOWABLE LOAD5 FROM TH05E 5HAPE5, WIDTH OR LENGTH DIMEN51ON5 CAN BE ORIENTED VERTICALLY OR HORIZONTALLY A5 5HOWN ABOVE. u I" z El `i .gIDA REGI TRA i P3 N0 C. 28677 AS S- � OF _ .:C'►� Halts—ul FEBRUARTI20TH.2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . •0 0•• IE51GN LOAD CAPAC6Y - Pr F DE91GM•LOAC PA I - P5F G .,s5s�.s+i+•.+•rrwF..1 i i i i (GLA15) •• FRAME SIZES GLA55 TYPES ME 5 E5 • • toLA59 TYPE5 'AME FRAME G 14G I A G2 d G2A WIDTH HEIGHT G I d G I A G2 S G2A IDTH HEIGHT I +/-• * W PGF (IN) +/- P F +/- P5F - 31)---. •I �- • • 6•.O 100.0 36 65.0 MOOD $6 • • 65. 100.0 3/ 16" HEAT STREN'D GLA55 +.......... - • 6 • 3/ 1 G" HEAT 5TKEN'D GLASS • 0.090"PV13INTERLAYER 42 _ • 65.0 3'7� • 65.0• 100.0 '---- - 54 • • � 0.090" SENTRYGLAS INTERLAYER 48 65.0 100.0 53 1/8 100.0 BY'KURARAY AMERICA, INC.' - 54 !""''"""•' 58.0 59.0 19 I/8 65.0 100.0 BY'KURARAYAMERICA, INC.' 3/I 6" HEAT STREN'D GLA55 3/I 6" HEAT STREN'D GLA55 60 55.0 89.0 26 1 /2 65.0 100.0 = - 30 65.0 00.0 37 38 3/8 65.0 00.0 ! \ 11 \ 11 U 36 65.0 1 00.0 53 1 /8 65.0 100.0 - _ 42 60 65.0 100.0 19 I /8 65.0 100.0 w w i 48 65.0 100.0 26 I/2 65.0 100.0 I 1 = I = j a 50 5/8 p� 54 58.0 59.0 37 65.0 100.0 �p y 60 52.0 50.0 53 1/6 62.0 95.0 1 i. 1I I W m W Z 30 65.0 100.0 19 1 /8 65.0 100.0 - - z_ 36 I 65.0 100.0 26 I/2 65.0 100.0 42 65.0 100.0 37 63 65.0 100.0 9 z ^� - 488 65.0 100.0 53 1/8 59.0 90.0 j• •••••••' """""• 9- .....� . 66 GLA55 TYPE 'G 1 ' ? y s4� sa.o e9.o 9 1/a G5.0 100.0 10 : 10 GLASS TYPE 'G2' 60 52.0 80.0 261/2 7G 65.0 100.0 7/16"NOMINALOVERALL 7/16"NOMINAL OVERALL 30 65.0 100.0 37 65.0 100.0"•'••••••••••••••••••••••••••••••• 3G 65.0 100.0 ; I /4" AIR SPACE 3/1 GG' HEAT STREN'D GLA55 I /4" AIR SPACE 3/1 G` HEAT STREN'D GLA55 42 72 65.0 100.0 0.090" PVB INTERLAYER 48 65.0 100.0 I/8" TEMP. GLA55 r5Y'KURARAY AMERICA, INC.' I/8" TEMP. GLA55 E5Y'KU SENTRYGLAS I , INC.' R 0 BY 'KU RARAY AMERICA, INC.' Z 54 58.0 89.0 3/1 G" HEAT STREN'D GLA55 30 65.0 100.0 3/ 1 G" HEAT 5TREN'D GLA55 3 36 ••• 65.0 100.0 1 / O „ 42 ti„•711 65.0 100.0 w 1 ALUMINUM SPACER 13 w ALUMINUM SPACER Z Z;~ �LL •48 --~ ••• 65.0 100.0 0 m 1 m I z 30 65.0 100.0 \� �� o Zap 36 65.0 100.0 • 1 1 _\ N X N W 42 84 65.0 100.0 1 1 48 65.0 100.0 q 0 H 30 65.0 100.0 9 9 0: N 3G 90 65.0 100.0 12 12) y U) 42 G5.0 100.0 GLA55 TYPE 'G I A' GLA55 TYPE 'G2A' z 52 30 65.0 100.0 1 3/ 1 G" NOMINAL OVERALL 1 3/ 1 G" NOMINAL OVERALL w 36 9G 65.0 100.0 g 42 65.0 100.0 30 102 65.0 100.0 �p'�,�5 36 65.0 100.0 30 108 65.0 100.0 .��;'v�iboA R. Esea�Alr�rdR �� Gawvie 36 65.0 100.0 ' v 9 30 114 65.0 100.0 NO-^ 28677 Ag 9RpW� i of • LU NOTE: 12 GLA55 COMPLIES WITH A5TM E 1300-09��i • •b�� nUIH-OI (3 5EC. GU5T5). l�g a Pp•�.�?`,, 3 OF 9 S FEBRUAR 20TH,2018 .. .. . . . .. .. . . . . . . . . . . . MIN. • • • • • I*. APICHOIK. • • • EOf:ANCHO:OPJO J MIN. EDGE DI6Ty • • • • • 51E 5HEET./oI� A • EDGE DI NCRETE ••• • • • z•• �•• • • « WOOD BUCK = 3000 psi MIN.• � • o• •� •• ,i • • •!nU • . .7 1 • 99 METAL 5 A DETAIL DI ti....................... B DETAIL DI = O w o r --�— CONCRETE / [G;I'Dl5T 3ksi MIN. w w . T/A2 5 E. FN SEE S@7471 INSULATED LAMINATED GLA55 SHOWN. CONCRETE SUBSTRATE SHOW:16:P GLA55 TYPES ARE INTERCHANGEABLE. OTHER OPTIONS SEE SHEET ASEE PAGE G I FOR GLAZING OPTIONS. TYP.ANCHOR. FOR ANCHOR OPTION SEE SHEET A I f A2 �;g B OPTION B LUSH ADAPTOR D IOPTION L—ii 2018 • .. • .. ... • ... TYP.ANCHOR. EE5 'RAO • •• •.• •• 7/8" • • • AAX. J . . • • . . .. L 7/8" • • •• • 2 • • • • ••• ii MIN. EMBEDME I II Q OI 11 8 41 12 9 9 12 4 �11 1 7/8" D.L.O. I 1 7/8" F.W. I C DETAIL f C OPP \ \ D2 ........................1 IN5ULATED LAMINATED GLA55 SHOWN. GLA55 TYPES ARE INTERCHANGEABLE. 5EE PAGE G I FOR GLAZING OPTION5. BUCK TYP.ANCHOR. FOR ANCHOR OPTION SEE SHEET A I I I -I Ivill HIM __- I I SEE SHEET A2 jj FLORR DAIII IIIAPPROVED MULLION AND MULLION D4J 8 3 ANCHORS SEE 5EPARATE APPROVAL 1 7/8" 40 C FLUSH ADAPTOR D2 OPTION 7/8" _ _ 1/4" MAX. 5EE 5HEET A2 MIN. EMBEDMENT N z o i ; C FLU5H ADAPTOR T D2 OPTION � •,C FLOC; FEBRUARY 20TH, 2018 CONCRETE Pc = 3000 psi :ANCHOR OPTIONS % ...................................; • TYf. RNCfIOR • •' ' • • • :TYP. ANCHOR 'SEE E I FOR "' • SEE E I FOR MIN. SPACING SPACING EDGE DI5T. YMETAL 5TP E" TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155K51) . I..I/2." EMBED INTO.WOOD.(5G=0.55)......� TYPE "B" 1/4" DIA.'ELCO' ULTRACON 1 3/4" EMBED INTO fc'=3 K51 MIN. CONCRETE OR THRU I X WOOD BUCK INTO CONCRETE i.............vl.!..�1...........i 1/4" DIA. 'ELGO' ULTRACON (Fu= 177K51, Fy= 155K51) 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 SMS SCREW (Fu=74K51, Fy=57K51) INTO 1/8" MIN. THK ALUMINUM MEMBER (GOG3-T5 MIN.) ....................................................................................................i # 14 TEK5 SCREW (Fu= 120 K51, Fy=92K51) ' INTO 1/8" MIN. THK STEEL. ..................................................... ANCHOR EDGED DISTANCE: .. !NTQ.G4KGI.�.. It�TS? dKQS�A STP�UG7l1R..1:'.DNN...............� ° ...INTO METAL = 3/4.................................... ,,,,C�,QNCRETE,AT F1EAD,.51�� QR JAMB.fc;;=,,3,OOQ PSI.MIN;,UNLE5,5, SPECIFIED,,,; C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 P51 MIN. WOOD 5G=0.55 MIN. TYP. ANCHOR E I FOR ACING — EE E IFOP PACING MIN CONCRETE f'c = 3000 psi TYP. ANCHOR SEE E I FOR SPACING ............................................................................................. u=i:I TYP ANCHOR SEE ELEVATION FOR SPACING: lD —1 Ivi _J: N F.W. F.W. ;• • FLORIDA APPROVAL MULLION *71 SEE SEPARATE APPROVAL 11 S+f"S:'fitsf�51� SEALANT: �� c�91 ALL JOINTS AND THE FRAME vOAID�" e� CONNECTION SEALED WITH 51LICOR�E. No 2aAen GLA55 WINDOWS AND DOORS, MUST SUSTAIN LOA( IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE 2018 J U ? u! - F Z L z f a W W Z Z 0 V' Z Zj- W - � t7 i .- re Al AD18-01 6 OF 9 • . ... . . . . . . . . . . . ... . . . . .. . ANCHOR • • • • • • • �I•PbR • • • • • • • TYP. ANCHOR 5EE E I FOR TYP. ANCHOR 5EE E I FOR TYP. ANCHOR 5EE E I FOR FLORIDA APPROVED CING SPADING MULLION AND MULLION SPACING SPACING MIN. ANCHORS SEE SEPA MIN. EDGE DIST. '� APPROVAL EDGE DIST. i • • • • • • CONCRETE z � • • �T� jP jCTURE -1w f'c = 3000 psiIII III AN TYPE "A": 114" DIA. 'ELCO' ULTRACON (Fu= 1 77K51, Fy= 1 55KSI) 1 112 " EMBED INTO WOOD (5G=0.55) TYPE "B": 1/4" DIA. 'ELCO' ULTRACON 1 3/4" EMBED INTO fc'=3 K51 MIN. CONCRETE OR THRU I X WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE 1 /4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155K51) 1 114" MIN. EMBED INTO HOLLOW BLOCK 1 314" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 114" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 5M5 SCREW (Fu=74K51, Fy=57K51) INTO 1/8" MIN. THK ALUMINUM MEMBER (G063-T5 MIN.) # 14 TEK5 SCREW (Fu= 120 K51, Fy=92K51) INTO 1/8" MIN. THK STEEL. ANCHOR EDGED DISTANCE: INTO CONCRETE * MASONRY= 1 1/2" MIN. INTO WOOD STRUCTURE = I " MIN. INTO METAL = 3/4" CONCRETE AT HEAD , 51LL OR JAMB fc'=3000 P51 MIN. UNLE55 SPECIFIED C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 P51 MIN. WOOD 5G=0.55 MIN. TYP. ANCHOR SEALANT: 1. ALL JOINTS AND THE FRAME CONNECTION SEALED WITH SILICONE. • �� ;• �c.•r, RIDAp R CfSTRA `�� : V WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLA55 WINDOWS AND DOORS, MUST SUSTAIN LOAD5 No CORN. 28677 IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM •'•._ TO THE BUILDING STRUCTURE ��i. Ire ..n 2018 I° z 1 E 11 A2 ADlfl 01 7 OF 9 •• •• . . . • . • . •• •• . . . . . . . .. .. ••• ••• = -• • • 2.84811 "' • 0. 1 34" p �.. I.G74" N - • • • • - O N J(Am �•• '• Ln <D m o � o 0 1 2.78G" 1 0 I .09G" 1 . 189" 1.72 1 " ��FRAME HEAD, SILL * JAMBS I PERIMETER COVER FLUSH FRAME ADAPTER GLASS STOP MGR-201 G0G3-TG 02�t PG-215 G0G3-TG 3 MGR-212G0G3-TG 4 MGR-209 G0G3-TG 0.456" I I U) O I .09G" 5 GLA55 5TO P MGR-2 I O G0G3-TG BILL OF MATERIALS ITEM PART DESCRIPTION MATERIAL MANUF. / REMARKS I MGR-201 FRAME HEAD GOG3-TG TECNOGLA55 2 MGR-2 1 5 PERIMETER COVER GOG3-TG TECNOGLA55 3 MGR-2 1 2 FLUSH ANCHOR ADAPTOR GOG3-TG TECNOGLA55 4 MGR-209 GLA55 STOP (INSULATED LAMINATED GLA55) G063-TG TECNOGLA55 5 MGR-210 GLA55 STOP (LAMINATED GLA55) GOG3-TG TECNOGLA55 G 1/4" HH TAPCON A5 REQUIRED 7 - 8-18 PH FM 55300 L= I " A55Y SCREW 5T/5T - 8 - 1 0- 1 G 5M5 PH FH L= 1 " 55300 ST/5T - 9 - BULB GASKET ULTRAFAB E201 VINYL - 10 SETTING BLOCK 3/ 1 G" THK X 1 /2" X I " SANTOPRENE 1 DC975 DOW CORNING 795 51LICONE DOW 12 - 112" X 5/8" SETTING BLOCK LAMINATED GLA55 SANTOPRENE - 13 - GLA55 SPACER ALUMINUM I TECNOGLA55 reM U Z n +c. e i PARTS V RI�DA( R[C*58RA�ryk I 0206/te NQ L4 28677 AS SHOWN / CF . W 10• t _ i •d PoDIl1 IR-`fll FF-BRIJARY20TH_2018 • • ... . . . . . . . . . . • 1 1 _ '• • . . . . • FRAME _ • • • ;' • • E201 oz - u - F Q d Z � w N W W z , Z o- Z z U � - (8) #10 x 1/2"LG FH SMS S/S -0 MIG 3 � o� z 3LL0 _z Z_t V �WLL ALL CORNERS O " / TO BE WELDED p F (ELECTRODE ER4043) N w gR N SEALANT: rr igloo ALL JOINTS AND THE FRAME CONNECTION SEALED WITH SILICONE. W •� clue. SO `�� : V RIDA R TRAT11N� I 01/OB/t8 PLATE 83 1/8" x 1 1/4" x 6" CIRCULAR OR ANGULAR RECT. OR SQUARE = • "° 4, 266]7 AS BROWN CF . W WINDOW CONECTION WINDOW CORNER FEBRUARY 20TH, 2018 M IAM NDADE MIAMI-DADE COUNTY Wgin PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275....... _... SCOPE: . . "' •' • This NOA is being issued under the applicable rules and regulations governing �thee uee of construction •• materials. The documentation submitted has been reviewed and accepted by Mimi& ade Coern!�7 1,ER • Product Control Section to be used in Miami Dade County and other areas where 9118 I by the Authority: � • � • Having Jurisdiction (AHJ).000000 This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cou my Prod'o Control ..... Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade fig) reserve lAa right' • • to have this product or material tested for quality assurance purposes. If this praduct.pr material fails to perform in the accepted manner, the manufacturer will incur the expense of such Testingand the AIIJ mays . ee: immediately revoke, modify, or suspend the use of such product or material withir; th eir jurisdwe MY * RER. reserves the right to revoke this acceptance, if it is determined by Miami —Dade Cflunty Prodnet ControC"'•;. 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 14�gWP z9Pq...................................................... DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. pYiB"i/A7L; YSb N'Y': fir'awing'l�o.'6�biiflf;'ti't�ecYuYmpact esistaaf�AT In'um i`ube'l�lullions sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: ".Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0218.03 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 Jorge M. Plasencia, P.E. NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 %................................... ydrr...... 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", slaeets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/.17, 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 pt!VAC, TA,�t TM- 94 • •: •. • 3) Water Resistance Test, per FBC, TAS 202-9.4.,,, " 4) Large Missile Impact Test per FBC, TAS 2(II -94 : , • • 5) Cyclic Wind Pressure Loading per FBC, TaS 2.03 94 : • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-9.4 •, • • :"•" along with marked -up drawings and installation diagram of clipped* laliiminum ` 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 5` Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. 0 E. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. E - 1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51' Edition (2014) and FBC-61h Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 0 • 2. Statement letter of no financial interest, dated 06/22/17, islued•by manufacturer,••..•q signed and sealed by Anthony Lynn Miller, P.E. • • • • • • • • • • • • • G. OTHERS •••• 0090•••••• 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industrieg' fAc. for theit• Series..... "PGT" Clipped Extruded Aluminum Tube Mullion — ` =., appfvgd o1r • %• • • .... .. . ...... 04/ 14/ 16 and expiring on 05/26/21.:.0::* *000:0 • • • • • • e • • :0.0.0 •• • • Jorge M. Plasencia, P.E. P,y duct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING • • • • • • • _ NON -IMPACT OR LARGE AND SMALL i • • MISSILE IMPACT -RESISTANT PRODUCTS • • • • • - • • FIGURE 1: MULTIPLE MULLIONS OPBONG WIDTH FOR VERRCAL MULL • SEE DETAILS • • 11A.CH S TO • • 1ECTjgNG Of OE • / A-0,G,It • • • IIAO� • • SREEETS 2I • % •• • • III / • SEE THRVO / Ir / / 1,�1I ,,99II TD aNL3 519:ET9 2.4 1\ SHEETS 2J OPENING VERT. HEIGHT MULL LENGTH FOR HORRORAL SEE DETAIL MULL —SHEET J FENESTRATION PRODUCTS MAY eE OF ANY TYPE. MUST BE MANUFACTURED I11 BY PGT. / SEE DETAL4 ADETA IHEETS 24 HORRONTAL MMULLS LENGTH HORMONTAL MULL LENGTH Rowngip. 1fOETAR.S SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FOR THE FENEyS,q�TOO* PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD SE MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED 8Y OTHERS- 6NOtXPERIENCED INSTALLER FOR THE BEST INSTALLATION M -0 2) OR 2X WOOD BUCKS IF USED, 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS BEEN TESTED AS 'FREE-FLOATING" AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL AV€ R SAP OF MORE THAN 1/4• FROM THE CLIP. �IiE ANGTiQQRAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE W WDLOADS CORRESPONDING TO THE REQUIRED •EBIGN PRE✓iSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN.U180. THE 1/3 STRESS INCREASE WAS NOT USED gd�IMS 0 EVALUATION. THE 1.5 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 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 A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND LIP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ROSION RESISTANT AS ANCHORED TE OFORRSSUBSTRATE MATERIAL. DISSIMILAR MATERIALS HALL BY To TRANSFER LOADS TO THE STRUCTURE. E PROTLECTED AS REQUIRBE COATED OR ED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-5443: ELCO ULTRACON/AGGRE-GATOR NOATG 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED d TESTED TO COMPLY W ITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH pGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) WIDTHHEIG OFUNITS EArcCH INDIVIDUAL MN A TIPLE MULLED ULLION COMPLIES WITHYIS THE REQUIREMENTS OF THPROVIDED IS NOA. E SPAN AND OPENING ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: NULL I �OPENe1G WOTII--1 r—HORQ MULL LENOTH- �I 'y L04G7HHEIGHT I- � r rOPENING HEIGOPENHT r LENGTH r r ;AA r r VFOR . I L L L - II1 OPENING WIDTH SINGLE MULLION •SINGLEMULUON FOR VERTICAL MILL ........................ OPENING WIDTH FOR VERTICAL MULL '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 5TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSVAFLPA NDS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI SIOO-12 •AISC 36D-10 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REOUIR_FME^RLLS1 FOR THE OPENING USING THE ASCE•7 STANDARD, 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. GENERAL NOTES ......... -..... _...... 1 INSTRUCTION& ............. ._.-.--1 ELEVATIOIK ... ........... _........... _. 1 MULL TO 2X WOOD...-_.-..._...._. 2 MULL TO 1X S MASONRY_.._.._ 2 mSTALLATIO04 NOTES ..... .......... 2 MULL TO MASONRY _...... ........... 3 MULL TO STEEL STUD-...-..__._. 3 WILL TO BBLL_._......__...._..._.. 3 ALTERNATATE CLIPS-_-._-.- 4 MAY MULL INSTALLATION. ...... ..... 4 1 X 2 X .126 LULL SPECS .-...._..__ 5 1 X 2 X .375 MULL SPECS-_._..._6 1 X 2.76 X .375 MULL SPECS -7 1 X 2.75 X.66 WILL SPECS .... ...... S 1 X 3A25 X .600 MLL SPECS-......9 1 X 4 X .126 MULL SPECS.--._.._10 1 X 4 X .375 TUBE MULL SPECS.._ 11 1 X 4 X .375 T MULL SPECS.__... 11 125 X 3.186 X 255 MULL SPECS.-12 125 X 3.25 X .100 MULL SPECS..... 13 1.25 X 325 X.S24 MULL SPECS_...14 126 X 3.94 X.624 MULL SPECS•••..15 2 X 4 X 25 MULL SPECS_._-..._.... 13 2 X S X .25 MULL SPECS_...._.._.. 17 126 X 2.11 X .125 MULL SPECS.... 18 30' X 325 BAY MULL SPECS......... 19 45- X 325 BAY MULL SPECS......._ 20 MULLION S CLIP DIMENSIONS.._.. 21-23 EXAMPLES 1 52............. ..... ...... _24 LOADING EXAMPLES ........... ........ 25 3) REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS -RECTANGULAR' OR'TRIANGULAR/TRAPEZOIDAL'- 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBS/FT'1 FROM TABLES 1A THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTNELY, USING THE MULLION TINE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING P THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY} THE MU I ION CAPACITY (LBSIFT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFT'1 FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED W STEP 4) ABOVE, FWD THE VALUE W THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (lBS). THIS VALUE REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY�1 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CUP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBS(F7'1 OBTAINED IN THE TABLE IS HIGHER THAN THE ZLE PRESSURE REQUIREMENT (IBSIFT'1 FOR THE OPENING, YOU MAY USE THE -ANCHOR CAPACITY ADJUSTMENT FORMULA TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 6) VERIFY THE DESIGN PRESSURE RATING (LB,'WM FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBSIFT'O OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION MPRODUCTASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED W A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. IR PRODUCT REVISED as oompi3.In with the Florida Building Coe NOA- No 17 0830.01 Expiration Date 05/26/2021 By nium • 11G1, Cont tkx LYNAf�i * ; NO.58705 o ATELu /''Ss/0NAL EN.��• A. LAN MIULAR!,�.E. FL REA 53705 DETAIL A MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) ERHER THE \ I' r STANDARD - ' ' FS CLIP MAY RE e INSTALLED BY TH� OFs MEETTHMULL OD. / EXTERIOR . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... 00 .. .. • . . .• . . . . ..... . . . • ••• ••• • • ••• • • • • • • 000 • • Soo I � • • • • • • • �.-MU�.EtN 1 I • • • • • • • • • • • 1 SEE SHEETS 21-23 FOR HOLE I LOCATIONS LOCATIONS . EDGE e o _DISTANCE I \ / \ X\\ FOR WOOD SCREWS � F� � M DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) EXTERIOR � l THE OFFSETj RECOMMENDFIN-FRAMWI SO BE .BPLSO SE USOTHER FRAM 1 TYP. ANCHOR TYP ANCHOR PER SUBSTRATE. PER SUSSTRAT-a SEE TABLES 1 B•1en SEE TABLES 1B-16B EDGEEND DISTANCE SEE TAMZ EMBEMENT / '/ BUCKIP 1B118 ATTACHMENT • BY OTHERS. SEE NOTE I, • SHEET 1. SIDE VIEW FRONT VIEW 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 ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DIS FANCE. THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY EE USED, 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COLIN"I"Y, USE ONLY MIAMI-DADE COUNTYAPPROVED ELCO ULTRACON OR ELCO 1/4• S.S. AGGREGATOR MASONRY ANCHORS. EDGE DISTANCE FOR MASONRY ANCHORS I MILLION �i BUCKSTRIF TYP. ANCHOR pp AND —PER SUBSTRATE. ATTACHMENT SEE SEE TABLES 1&13B BY OTHERS, N SEE NOTE 1. SHEET t. O (/J YN e L Z ` MIN2.7KSI'' EDGE W O i CONCRETE OR CMU Imo_ I DISTANCE, W Jj 1 SEE SEE TABLES _ I \ EDGE DISTANCE 15-1313 0 Il' FCR MASONRY ? W Q a i \ ANCHOF.S SIDE VIEW H O m \\\ ETHERTHE Lj (•- >4C \ �\ OFFSET PDRO ? Z da OUP MAY BE W 1 e INSTALLD BY N aa99 / \� • .�_ THIS METHCO. N \ JQ Z I G ° z \ ~ z Z o Z Q �1 Q Z Q (7 Q [L Z U I co �O m ` TYP. ANCHOR — g PER SUBSTRATE, �SEETAB`ES18-13B PRODUCT REVISED BUCKSTRIP as eompCOAT1 1RIth the Florida AND Buttdin9 ATTAOHMEW NOA-Ho. 17.0630.07 By T NetcP iration Date 05126/2021 J M SEE SEE NOTE EMBEDPAE1. SHEET 1. By eliaml-0a redact Control MIN 2.1 I(SI CONCRETE OR CMU FRONT VIEW M1.11uutIM� '�O• � STATE D� �' •4zu SASA��NAI �aG�� A. LYN�i I1iItLTLER. P.E. FL P.E.# 58705 :.................D.EYA1L C: -6..................., ETAI MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE j .. (STANDARD CUP SHOWN) . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • •• •• • • • •• • • • • • • • •• • • • A" ••• • • ••• • •• • • • •• ••• •• • • • • • • • EITHER I • • • • • • • STANDARD I SE�TA�ES &130 • • • • • MULL 1 • • • • • I • • • • ••�DG�DISfAa� FOR MASONRY 1 I I ANCHORS I I , n � \ 4 EXTE41 4. d e EDGEDISTANCE _ FORMASONRY ANCHORS a TYP. ANCHOR \d PER SUBSTRATE, SEE TABLES 16.136 MIN 27 KSI CONCRETE OIL CMU FRONT VIEW .. THE OFFSET DUP E RECOMMENDED FOR FI *RAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SU88TRATE. SEE TABLES 16138 SEE NOTE 1, - SFEET L t37GE • , DISTANCE �----SEE TABLES MEN 2.7 KSI CONCRETE CR CMU 18.138 SIDE NIEW i 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 ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEBOREAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADS COUNTY APPROVED ELCO ULTRAOON OR ELOO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR DETAIL E: 12sMnN MULLION TO MULLION INTERSECTION NOTES: (U-CLIP) 1) MAY BE INSTALLED IN `TEE' OR 'CROW INTERSECTIONS. vARIE6 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE UCLIP DRAWINGS, SHEETS 21-23 TOP VIEW FOR CORRESPONDING MULLION. /-MULLION VARIES--i r12 STEEL., \`�SIELF•DRILUNG OR PRE-0RI L M ULLON AND USE SMS MULLION Z. 0 CUP EXTERIOR SEE SHEETS 21$3 FOR HOLE LOCATIONS FRONT VIEW EDOW DISTANCE SEE TASTES t•.138 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) TYP. ANCHOR A PER SUBSTRATE. SEE TABLES 18.138 \C ` SEESHEETS 21.23 FOR HOLE LOCATIONS MULLION FOR STEEL STUDS THINNER THAN 19 GA AND COMPUANr WITH THE FL BUILDING CODE, A 2X WOOD SACKER MUST USED. ATTACHMENT 8Y OTHERS. USE WOOD ANCHOR SPECS SIDE VIEW NOTES: 1) FOR 2X W00043ACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. PRODUCT REVISED bdemrygNNN tit• Florida NOA-No. 17-0630.01 Ex0ration Date 05/26/2021 EDGE DISTANCE ` .�aONY IYNJN '/�,� SEE TABLES iB-198 ` ��'t`. '� LICENSE •. ��% 58705 •� TATE '� FS •.,.. RID .• '� \ � A�!L1r�q1 IR1�`E. FL P. 56705 r2 EXTERIOR EXTERIOR (D . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... .. .. . . . .. . . • • • • • • • • •DET IL• DETAIL F: • • • • • • FIELD -MODIFIED MULLION CLi • • • • • • • • • ANGItE MLILLIGN CLIP (F-CLIP) 4(AN iLE 9LIPj SEE DETAILS A D, SHEETS 2 AND 3 FOR INSTALLATION • • • • �• • • • • TOSPECIFlCSUBBTRATES. • • • • • • • \ ••• • • • • • MLWON •• • 01 • • • ••• •• � O O O O O SIDE VIEW sHowN+Pnmrxs•x:I2a•1 MULLION I STANDARD MLLUON CLIP \ TYP. MCHOR —PER SUBSTRATE, �• SEE TABLES IB-13B INro WOOD, STEEL, STANDARD CLIP TUBE PLUM, CMU OR MASONRY MODIFIED IN. f". EDGE 4 DSTANOE PER ANOiOR NOTES FOR INSTALLATION OPTIONS P 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11- X. 125' MULLION. 2) SEE TABLES 1B-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30, OR 15 BAY MULL I O O O tO TOP VIEW TYP. ANCHOR —PER SUBSTRATE, SEE TABLES 150 OR 08 EXTERIOR 2• x S• ANGLE CLIP, 2 PER MMUON END, MUST BE INSTALLED INSIDE OE BAY MULL. PRODUCT REVISED as Dompiy Ing with the Florida building Cods NOA-No. 17-0630.01 Expiration Dete 5126/2021 o � Mlami-D�Pmdue W K (7 K (7 Z NOTES FOR INSTALLATION OPTION G R H: `. G.. "'�.. "<4NY LI �1��% 1) USE 2 ANOLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. _ P�; •• ULCEN f •, 2) DETAIL G: SEE TABLES 16.14E FOR ANCHOR QUANTMFS MID SHEETS 21.23 FOR HOLE �., No.58705 LOCATIONS. HOLE _ •,.�/WE 3) DETAIL H: SEE TABLES 158 OR 168 FOR ANCHOR QUANTITIES AND SHEET Z2 FUR ® Q� ., LOCATIONS. i F ''•-ZORIDI" \C�� w '/S70NAL ENG. a A. LZIJI4IN>tlL, P.E. 8 FL P.E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TABLE 1A • • • • • e 0 _ Idn • • a Oper ft WId99l(bf 11er1ica*4POrirynxrlWre) or OWRfn9 W19�(for haizonh9i/-ePerrinB rrDliore) l0 Radngubr in TepReeq BON Nerlaqular TlapRtll"a 70N RpCt81¢Ber TapITx811p. 00N Fe ClanWlm Lnar510 7YsPRll�r6 Lalft MIR00 Necfwprler Lmdng 11,WMIe1F L0aft 100N RWI- llr Loaftg T prrd no. Lmdng 12DN RwUrala L-aft T010481q. Lang 140in Rar3+nBulat Lmd.9 lfep/TMq. Louft IKON Neetst l^r ilk 1 x2x.125 MulYrn Alum. Tuba71$ .Loa9n9 Lwdn9 � toednD �j � Lmdrq a �' Laa5e9 LnednO II d ra-11 Fill T4E 12N I11A 4W 129.5 132 93.2 408 113.5 325 79.9 406 fO7.e 321 99.9 400 104.4 319 62.1 40e 1d.0 119 55A 4M 101.0 31B -6 4118 7Y2 104.0 319 81.0 244 39.9 408 28.8 312 1U.0 319 01.0 244 350 408 25.4 312 104A 718 81.0 2N 191n 74.e 371 R1.e 267 708 234 82.1 312 tL1.2 2e1 1l4 252 01S r18 53.5 312 45J 2D1 97.0 24e 557 '124 49.8 312 �.D 281 932 248 52.1 222 41A 312 33.5 291 91.7 2M 50.1 220 A.8 712 31.0 281 81,0 241 4f.3 210 712 19A ?Bt 49.3 2/0 22A 28/ 40.7 21➢ 20.0 ?et 423 219 e3.8 281 50.925N e41n 57.5 2W 43.8 247 49A 202 37.0 247 44.0 149 7iD 247 415 1D0 20.2 247 394 /9t ffi.3 247 38.4 193 21A 247 30.1 l97 Itl.e 247 30.1 tp 104 247 76.7 193 52.6 247 s e Solo 35A 200 41.2 170 no 200 35A 160 27.4 200 71.0 16l 24.0 200 2e.0 160 21.3 23C 27.1 fell 102 200 250 157 ISO 200 Zi0 156 '3 831n 331 181 35.3 166 T7.6 itt 703 152 23.7 lei tag /49 2D.7 131 24.5 14e ia.4 181 22.8 144 IDA 101 21.7 143 NO, 29.8 115 30.0 142 24.3 165 28.1 139 10.8 185 23.1 139 N.0 185 21.0 134 721. 2Z2 13B 23.3 12D 10.5 139 10.0 i/8 15.9 Ise 17.3 118 III In -is 9 125 19,7 109 15.7 125 iB.9 107 _ 79N 17.5 1N 1.2:I 101 4NCHOR CAPAC ITY ADJUS: TABLE 1 B 9uWNata: 2.7k Cperata An or 3.St Cane TabM a Hoene CMU Flees PT Woof Meal AlltOe Type: Y1F Ekolllhacm 1/4-El.. U1th- Vier EkeY/r Y1 E'Eke Lftmon Ulreem SS Eke A9pe0aI. EIU V18' Eko ik' 99 Eleo UNrecn AppreCmor 010 Steel II.-(C51 012 steel S'_(05) a12 steel Saele(Get Anchor GBD peltems Lfth 2-1!C2-1/C rial4• 1_ve• -` 7 04a• 0.51• 0.32r EOD•deleltm (In) 11 x-1I2' r R1w si/T V 1.1/r 1-1/4' t-1IP r tJ/e' 13e'2 I-Y4• Y-Y4' 1-34• eD0 h 2 1 M 270 be 2®h jiWO Atchwa ®4.IS MR O.C. / Bbndee or aalp14. DORe 450IEe 7BD toe 8 1120h4ArgIxN 4 An4Ma®1.i4 MN O.4lSalNad (Dr 08se11 C10IF9. 2);4e0700h WA WA WA NOL TOO h T18 tla 8B0Im Y02M 082 h 88510a tIA lb1 8 3' Nm. O.G. / Tq 2x3 ArOe CIWe I (p. 7 7e0IM 780 h BBD h Y500 M 1M h S40 h SBD h NM WA WA N/A 7151ha AncNon 0 OAS' Min. O.C.) LLchp. Nb 125 Alum lFb. 43 WA WA WA WA WA NA WA Iha WA 77D h WA 19T Ilm 3921a1 479 YM i70 iha 2211W 2801ha 1 Alpeer/ F�9p (14P. Sk te5 h 1951he 2251to M5The 822 h 735 h 1tl im 1T7 WA WA 341 Ibs 4421be 58D 8e 2 Arwhaalt.fe•Mn. O.C1 FGAp lFlo. Bt 240h 350 Oe i WA WA vw, i ive WA WA 19Dh we 7•ue ¢reNneRr7 f3 It, WA WA NIA Nvi= rum l mcvrr.c, •.. ,...c.,.._.......�...._.._......._..____ _. (DP ) X \ ANCHOR CAP.,,,,,f) - ANCHORCAP.- `MULLION CAP -",,,,,- USE I HIS 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'f1E 3 A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE ru LU x In F- Q 2 Z m f w) � �1 E LU xN Y U X Q 0 d O 1 Z � ( g m O xl 15 PRODUCT REVISED uZcompew 7ho Florida Me0630.01flly�itht Enpiration Data 05/26/2021 By Mlami-0 Purdue! Corltr 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 24FOR GENERAL INSTALLATION METHODS. --1 1.000' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPEN NG WIDTHS IS ALLOWABLE. FIGURE 3: -1 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 0 0 0 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 2,000" 125' 1 ) ``` NY LYN,y 0 �'t USED IN PAIRS. 4) SUBS -RATES; CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL BE PRESSURE -TREATED .• ••''L(CEN3E i�(� �� ANGLE CLIP MUST BE FIGURE 6: CONCRETE YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .125' I NO. 587% * FIGURE • ® 4, �I7I'�I'I� FIGURES: 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 MAY BE STEEL, 18-8 S.S. OR 410 S.S. 1' X2' X .125" MULUON *. • ' I I' •� F L EN 0 A. L1�NTi1Mmat P.E. FL P.E.# 56705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . TABLE 2A • • • • • • • - • • WA api Tl3h • Opening WIdN jort.ettic sdWpg0 ) or Op ng (for hori2lxrtaryspaltnrg Inilor•) 501n Roctong" LoOdIrV Th"Tflag. Loading W Ra0lNgala Loading n Tfta'Tllang. Lording 701n RC=Vjlef Loading Tfq/rdag. Loading • • • pp Reelen9Wa Loading n • T®prrdwi Loading • 90 Rac 0.d- Ling he • • Tmpfidap. Loadig 100 in Rate. gL& Traodfdarg. Lmdinp L.-Av 1201. R6CtingJla TItaTABfD. Loadlg Loading 140 in1801n RWaryalar TraP?dan0. laedhV Laadhp Radap.dar Tup/nanp. Lmdifg LDtdinp 1 x2x.375 Alum. Tube Mullion, ds ` g22ggS Fs E��1 #' S O � �� Fed ti �Qj y¢ tl • yq�$ 6 • jjIl 2 yg 0 18j} i yg i5 �' ga 3 gya d ` p a s� 2 at s� i -I 2dS i $ I��. g 8 � � �. 11 >��E c2n 48n 60.82l in 541n W n W h Jv 8! n 72h 76 n 1ro.0 070 170.0 135 161.3 682 trod a 178 410 971 329 270 218 223 181 177 129.7 66.9 74.1 61.0 446 38.4 3&I 2&7 2f.9 eel 507 I58 4W 374 7B4 189 226 202 �o 1700 10&7 90.6 727 61.2 d3.S 37.5 2&4 23.8 PO6 403 364 322 764 241 ?2.t 1B6 170 113.E Me HD 58.{ 3&B 33.6 2D.7 225 1&Z H@ W7 468 400 374 294 2W 225 2Q2 188.5 1026 84.9 07.3 q&D 398 341 25.6 21A 518 aeB 380 318 100 237 216 18E te) 100. 07.0 578 47.5 74B 2&B 26.0 20.0 17.0 507 d56 40D 324 294 2E6 725 2TQ 9 99.6 61.3 61,0 4&0 37.1 J1.8 23.5 18.7 7 397 357 215 SS7 234 215 let 185 90.6 60B 51.8 427 31.1 2&8 23.4 1&0 1&3 6R 507 {fb 4m 324 1 2B4 2. T25 1089 89.0 800 0.1 420 3&2 29.8 22.1 16.4 396fB.O 3658D.0 31461.8 517ff26828_0 2se40.5 2Te 2Ya 180 185 155 16.0 225 128 2C2 11.8 162 1889 11.5 2190 20.3 16.7 152 51T 398 768 317 253 230 210 17' 160 152 Bl8 BG2 37 607 37.0 460 3&5 400 21.2 314 t0.2 294 16.7 268 129 226 10.3 202 10.1 192 189W 6p.0 90.0 Bte 405 33./ 27.7 18.8 1&9 t44 617 Z9B 966 10 253 290 7W 179 15D 130 68.7 98.0I D2a 21.7 19.5 16.6 1{.6 11.3 9.8 a.9 BB2 507 46B {Od 324 2&1 286 226 202 192 t8&9 e9.0 80.0 81.8 +0.5 3&4 i7.7 19.8 '.i8 14.2 b17 3B6 358 J1J 2!13 730 209 178 158 1b0 121.E SW7 138.0 419 379 101.4 f3&4 9W 4® 400 324 291 268 ffi 2C1 119.2 BB3 W.9 57.5 492 R4 8Z.2 27.2 1W.7 d58 11/.B es.d 40D 63.3 338 712 823 53.8 4&6 77A ZM 266 88A 67.4 49.5 37.9 278 762 Z30 796 1Ti 51.9 44.9 30.0 30.0 1&5 36.0 225 30.8 202 320 78 in 238 182 25.1 1� Z0.2 19Z 220 iW 17.7 1@ 1&7 1W 1&T iB2 te.t 157 14.2 192 1&5 2a.3 192 7B.B 188 90 In 1&b 114 19.0 128 16.4 14d 18.1 128 t61n 1 _2 1. iP 1 16.6 113 urunD !`eDef_frV ARIl19 TABLE 28 MC6/1rCa s Tat" HdBrx GIU_ Pokd CMU PT Wood fAabl Bibavab: 2n Comet! 3.5A C-. V4' 83 Eleo 5116' Elea f!4. 98 oleo M Sled 912 8xd #12 a" Arpba7ype: 7/t6" Eko Lameon 1/4• Eko Uaeoon LtS 6ka Ulloaon L'8' Elrn Utaon 131' Elea UlOaom ApDeOeta UWacon AgaaOeror soma (c51 Serra (Cd) Srna (chi Anchor Cip Patmrns .. 1' 2AW f• t-1/! Y 3-1/9' 2' ndM OSP U.J24' Edge lxelence 6n 1" 2-L2 .1' 2-1? 31A' Y 1_1//• 1-1/4" LAW 1-1/4' 1-///' 1.1/P 7 1.Y8 taT' vnleba FAifA:fhltlY 1_S{' 1-14- i.YY I-914" 16441W 277 b 260 be 751 IDs 740 Na 771 861 M B98 N M2 m 580ae 2 Aneltona 4.75' Nn. OC. / 91andW a Glad 13p (Fy. tz 900 b1 30010e 660 be 890 Ole 980 ba WA WA m 685a 1120be/(212a5 {Arahoa 01.15•AYe O.C.ISiMid ;or OlFaf Llb!Fg.2i /801a 7W the WA WA WA F IVA N/A Ft TW 6 713Ya 6tl be tOW2 Ltia[0�62 92 a e5be 7 t20 Ar4Ae CAIr / (FV. 3):lb1 7t001e 680tx 1500Iba 1898 ke 540 h 560 bs WAWA A WA 7151fx b.2Amhae0o.46'e•t O.C.1 U4;Ip, nk .126• AAe. (FIO. 411 WA WA WA WA WA WA WA WA 177109 WA 170 Ito 1B7 bs 3M Iba 473 9a 170 be 721 Ib 2BO Iba 1 AMh=/ F(2p (Fip. 5I: 195 ba 1951be 22S b 4/5 Ox 97Z to 135 ba t40 be WA WA WA _ 341 BW 442 Oa SBOIhe 2 Amhat 01.t4 MIn. O.C.! F-db IFU-6): 2tl IM 3'A lbe WA WA We rue a WA t901b! WA WA DP_) X ( ANCHOR CAP.,,,„.,,, = ANCHOR CAR_ `MULLION CJ1P.,...o.. ;SETHIS FORMULA TO OBTAIN THE 'ANCHOR )APACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE )PENING, WHEN IT IS LOWER THAN THE MULLION :APACITY (FROM THE TABLE) OF THE SELECTED AULLION, IT WILL YIELD A MINIMUM ANCHOR )APACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2 TABLE NOTES: F71) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL. INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI WI SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED FIGURE 4: jFIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND DE A MW IMUM OF .125' THICK. 1261STEELT STUDS TO BE A L ANCHORS GRADE 33 AND !SH L IICKEXTEND N GAUGE). STRUCTURAL STEEL TO BEAT LEEAST .126°THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-6 S.S. OR 410 S.S. PRODUCT REVISED as Compryln with the Florida Bullding Coda NOA-No. 17-0630.01 Expirlltlon D•le05l2612021 0, ATE df' tri te �ONAL 1,, A. LYNNINIILLER, P.E. FL P.E.# 58705 . . ... . . • ••• .. .. . . . .. .. . . . . . . . . . . . •a• . . • . . ... • • . . ••• TABLE 3A • • • MuOio ChRMICKY y1b19 (I`c/R1 so in 701n ••• VNd (forvartica ••• Fbdcrol^r Min -cp • 11t1PrINv1p. mi orm)or • ReNe1D0n 00il•• OdOnIng TnP RNpRI(TorhodmnmWwsPaMrg .N. R9dr1a1a iW i1 TrL.-avp. nulons) RS.-av 12D In 7nNdng /Ymdno 1441n TLamino9. Raebrodar 190 M 7np7111np. IadnO W^ 1 x 2.75 x � lw.Qr1�9 RechnOu+t LW4Mp 71'nPmwg 1Adn9 M.Wnpt4 ImdnO Tr4pITAen9. Lodro Lawbg Landis; Ladro Lad o L-.v Leldnp LW5A1C 1.udro Lmdro Laednp ledrq .aSA Bon. �' $ �g• o�' $��j$$ig�$ ig i II' 1 r1 u E K 2d 6K#Y S 6 �sj 11 p dB 5 e 170A 744 170.0 470 170.D 11W 170A 6W O30 170A 17ob 1t33 170. 170.0 512 Wt 17 161.9 1 7139 70 170.0 #621 677 1700 138.E 12w 1138 171,161 170.0 6M 1457 113.8 1]Dt 1139 170.0 170.0 821 60 127.9 875 1301 1138 170.0 170.0 521 680 11 L6 11DI 170.0 321 uM 170A 670 170.0 435 85.4 1138 170) 6x0_ 734 1032 170.0 75 Min 17OA 7W 170.0 321 17D.0 6'A 170.0 5N 110D 197A 962 IC32 170D 1700 584 7462 1032 170.0 723 130.6 1032 170.0 747 117,4 1032 170.0 758 97.9 1032 170.0 71B 633 162 170.0 7W 7W 605 907 140.0 7W 59A29M 17D.0 747 170.E S63 170.0 698 170.0 631 TM 107b 907 145.0 714 1dA 907 141.1 710 90.6 907 14.0 7W lq.1 97 1p.0 BIM 170.0 797 17D.0 612 161.3 907 170.0 691 13/.2 907 164.7 7M 12D3 907 15L5 576 58A 733 91.9 574 50.4 739 87.6 374 "A 735 91.6 574 .In 170.1 735 131.5 825 117.8 735 130.3 611 t00A 777 1tt0 599 98.2 735 ID 5/0 78.4 735 99.5 N3 10A 735 95.1 /Rf p.6 BW 76.8 M1 39.7 BW 756 321 Mb 121,9 6W 730.0 570 1016 6W 711.5 S17 07.0 8W 9S9 647 76.2 6W 90.1 530 97.7 8W 13.9 63t 63 6W 78.6 576 60A OW 7Se 476 379 6C/ 62.7 474 33.1 007 82.7 174 rsam�. F1 311 75.1 607 5S0 501 02 637 77./ 493 683 BW 71.5 488 532 40-8 607 S10 87.8 10.0 461 !W 442 31A W7 S10 M.1 15.8 402 291 310 44.4 199 25A e10 M.] 30 96M 106.0 fD7 112.4 522 W.3 897 981 J 72M MB 610 059 N3 68A sla 730 134 58.3 70 64.3 423 51.0 510 573 419 45-4 510 M.3 4.6 473 37S 34.7 45e 41.8 8W 209 451 $7.7 3BZ 74b 156 36.E 359 21.7 48 35.7 359 3 78M W.4 456 725 wD 401 67A 459 81.7 61.7 392 19.6 458 54A 385 134 458 48.6 375 35.5 436 435 SSt 051 18.8 473 31.1 3M 223 435 326 111 20) !35 322 g 49.6 433 I0.8 388 40.1 435 44.7 3M 36.7 435 40. 3W 32.1 21.0 X2 14A 027 71.7 266 76M 64.2 454 67.0 63.5 465 392 90M 418 327 43.1 290 34.8 321 NA 205 29,1 317 31-1 28 2S1 327 29-3 Zia 2-2 327 25.7 Z71 20.9 327 73.7 2W 17.♦ 3Z7 2II 90In 3.t 297 36A 267 28.7 267 29.9 262 24.5 287 MD 20 21.5 TM 231 241 Iel 257 20.9 2w 1Y2 7B7 19.1 237 14.4 28i 16.9 105 M 24.2 771 2/.7 209 202 227 201 201 17.9 227 10-D 196 15.f 1e.0 195 _ III In 72D 215 22.7 i1N 18.6 215 10.t 191 15.9 215 1l.8 1W 120 in 17A I. 17.9 16T ANCHOR CAPACITY ADJUS 311B' EkW Wacan I 1/4' EBa Uk- Anchor COP Palbrns NOTE: FOR THE OFFSET CUP, USE THE SAME FIGURE 1: FIGURE 2: FIGURE 3: 0 F:*��* ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURES: m � & I EIOW U- 114' EkW Utneon I'A Sj0.G. Wr I s Ex.yUK- S.- P5) AS THE STANDARD CLIP. �CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TMENT FORMULA: (DP j 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. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPEOFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6O1i8-T5 AND BE A MINIMUM OF .125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AVD .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LFAST 3 SCREW , HREADS BEYOND THE MATERIAL- #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. PRODUCT REVISED as complying 9 with the Florida Building NOA-No. 17-0630.01 Expiratlen Date 05/2612021 Miam a� roduct Control 111/11117 .` -cNY LYNN� No 58706 4l' 6 a, � oT •.. S ATE •4 ' S,S C� ZONAL A. LVMN MILLER, P.E. FL P.E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... TABLE 4A " • • • • • • ul' o TiW6 • op.8LgVPia61Rforeerti agllgm Vn&)orDPW!"Fb16 (torhorimraaAY•6p41rtlnDmlllors) SD In W in 701n 40In goop 0 • 0 1W in 1201n 1401n Ida In R..b g,.br TnpTing. 1id9n•4w TISIMM W. Re'xw116dw T9plTaeg. �Ap4w TnpTew Rwtwl9Nr Trwrdwg. 13ed-vuer 7hpT&nO Rolon001w 7rep'Tim6. Rft- i0r Tw rniwg• Pxtnpdw Trap/Tiaw. Lmdna Lotdn9 LvadN9 Laad"a Looting Lowing Ln9379 L.Wro 1 x 2.76 x Lasdhg L4edw Lewdn9 Lndn9 Le96n0 Lowing Lordn9 LOwang Lowing Lowing.} .s66AWm. 7ul» YA gg 'ga k a._ z ._ '� af! g7� • • @ y Q 11 la� a @ u�_, I� a �.. ��. Il B �s 'Eg As ^ Nkilllon tci @� o a B 1 o ?c. o e3 P � 013 c �7 a cQi cia • o a o y ou< o u 0 nO Is St S1 dA 5o€j a 11 a€ a s 23w si c i� 42In 170.0 620 170.0 435 170D 74 17Q0 478 17me am176.1) 508 170.0 902 170.0 S10 00.0 1116 170.0 01 170.0 1240 1M.0 521 010 1MB 170.0 521 15e.7 1020 170.a 321 13e.5 1820 170.0 521 M in 170.0 70a 170.0 624 170.0 d0 170.0 5U 170A 992 170.0 S33 170.0 1111 170.0 MI 170.0 1275 170.0 677 1-a t{17 170.0 Be0 141,7 U17 170.o MO 121.5 1417 170.0 8O 108.3 1417 170.0 Ba0 50073N 170.0 747 170.0 Sea 1TOA $31 170.0 1OM 170.0 6a4 110.0 11d 170.0 723 1B2A 1268 170.0 T41 1M.3 12ae 170.0 758 121.9 12a8 170.0 75e 1 1130 170.0 750 01.4 1238 170.- 756 54in 1T0.0 797 170.0 612 170.0 691 170A 1110 170.0 7U 160.7 1130 170.0 td 1338 1131 170.0 637 120.e 1130 170.0 558 1005 1150 170.0 081 .1 86.1 1130 17D.0 0e1 75.3 1`30 170.0 691 SON 170.0 885 170.0 701 1M.5 7e1 125A 915 144.5 746 100.6 9U 7323 735 87.4 915 123.0 729 87.9 015 110.6 72D 73.2 915 114.4 715 112.8 915 114.4 715 64.0 915 114A 715 53In 151.8 am /81A 710 128,5 0d 1d5 e3D 123.2 851 94.9 030 112Z 673 $4.4 530 id.0 6R 75.9 Ma 99,4 6W 03.3 830 94.5 840 542 SM "I BM {7.4 530 U.1 8M B8N 1321 7N 1M.0 65D 110,0 T6.42?0.8 87& DI.3 767 fOSA e]I R.5 757 9fl1 SU 73.4 757 89.1 SW OQ.p 757 842 6W a6.0 757 T6.0 SW 472 757 70.2 fim 41.3 31A 757 634 782 552 SRI 197 T21n 1d.7 83S 10e.0 552 U.e SM 72,7 075 00.t 530 D,.O e75 722 621 5&5 ew 571 58S 5&6 514 494 W.9 M2 898 571 82.3 51.8 SOB 469 42.t 30.0 WO 571 51.2 47.0 SW Mt 383 30.0 030 511 63.3 44.e M M 27.0 571 44.6 4M 6 MN SS.S 671 90A 498 72.1 {88 71 07.4 179 54.1 571 542 80.6 55.7 471 4M 4&0 44.4 -2 51.0 442 40.0 542 471 437 23.3 642 42.9 470 2eA 542 <0.5 {25 25.0 542 40.1 97J 7a In BON 1I0.0 52i SQ M7 53A 53.7 474 301 86.7 43.4 407 4fl4 410 355 57.1 372 542 407 82.1 99A 4W N9 50.0 SL5 407 M.3 3tl 26.9 407 32.1 338 2a.0 407 ?8.6 334 21.7 M7 M.1 327 1B8 407 N.1 822 18.3 40T 23.0 31a 95in 42.9 IN 44.1 320 35.8 3M 37.2 314 30.7 338 32.4 30D 26.e 368 20.a 3d Zia 355 25.1 3W 21.5 35a 9.0 2.'BB 179 338 21.0 IN15.3 Sea te2 2U 1d"n 3DA 2L 30.5 2S 25.1 283 25.9 251 21.5 253 Y1.5 247 18.6 253 19.9 244 10.7 232 16.0 2t0 15,1 283 1&5 237 111 In 27.8 257 26.3 242 23.1 267 21e 230 Lt.5 787 20.6 235 17.3 257 18.3 231 75.4 257 1a.3 225 -_ 120N 22D 229 2Z3 Zoe 1&7 22B fe.e 2a6 16.7 279 10.2 292 TABLE 4B swntrae: A.hWT/pw: Anchor Clp PUftMS Ed9r Dbnnn Mk EmbeOm•80n 2 Anclga ® . . / 5 On Oatw L71D (Fg. 17 4 A71ahOn g 1.15' NN. O.C. / 65wded (a OhN) Cop (Fb. 1); 4 Anrhwr Q S' Mn. O.C. I RI �5 Ai1pl9 cfd / 0=10. 3): 2 Anands B OAS Mn. O.C. I U47p MO .175' A1wn. (FiO. {y 1 Am1v I FCllp (F10. 5T. 2 Ancbns 1.15'MN O,Cl F421p (Ftp. 01 2.7k 3-mte y19' Ec4 UI9W00 1' &V2' 7.Y4' -3/4' 390 9b 3908. t80 by 7006. 7B0 •s Ta0 ma WA WA 19516s 1B5Ita 2M hw- 35C I[e Anchor 1/4" E100 UlbeOon 1• 2-1/7 1-3/P 1-31� 4501be OW Ibe NIA WA OOO lb. 1500 hs WA WA 725 aro 445 N WA •^^WA. ItyTableftO 3.5k Cma S15-Elo Ulm.9/1B' 3-96' 7 16N be -MA lad •s H'A a721be N'A EbO Uweean I' 2-7(C 1-1l4' 1-7N' 2TO the 2M IM WA 3a0 0n 6101bw 6B0 On NM NIA 135 8e 1401br NIA 1w IDa NOW cmu 1/4' EbO UNac4n 1• 2-17 t-1/1' 1-7N' 99 0n WA_-- WA NIA 7401a WA WA 171 hw 370 It. WA NIA IN'SSE1w3116'Eke � Y 1-1/P 74 d WA 7161ts WA _ 1970. WA WA wiled CMU PT WOed 1/4-SSEIee 4N09Iew UNSM A170RG6Nr SORW (010 }7/0' 2- o.M' 1-11/• Y 13le' 0e4lbs 040 M 341 6n _ NM WA 8621M Wilt - 8601M 1U21d S82IW WA WA WA 3921M 4731. 1701b5 NM WA 3.1 he Mew W291Nt H2 SdN Baer (05) a- (O5) O.U' 9.324' 1.915" MIW 442 Po� 500 b 5 1121 Id 1120 N1e 715 t+e 221 tlr 280ID9 M20x 5801bs I NO I t: rUK immurrocl ....... FIGURE 1: FIGURE 2: • FIGURE 3: 0 41 0.1 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: ANCHOR CAPACITY ADJUS ..- (� )X`ANCHOR CAP.,,,,,,,,,)_ANCHORCAP.e \\MULLION CAP.,e,-/ USE THIS FORMJLA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDNG TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF T7-E SELECTED MULLION. R 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 INFURMATION ON LOADNG. SEE SHEFTS 2.4 FOR GENERAL INSTALLATION METHODS. 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 SHEET$ 21-23. HOLES TO BE DRILLED 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 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-T5 AND BE A MINIMUM OF A26' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .D45" THICK (1 S 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 d $12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S. 1' X 2 75' X .650' MULLION 0 Q W L co N Xm N o W F LO n N to ¢ (L ..` Z O mo PRODUCT REVISED 419 complying wHh the Flodda Bullding Code NOA No. 17-0630.09 Expiration onto 05126/2021 By 111111III/1 * : NO. 587D5 I pO % SATE O �•' (V�` CS1''•R20R101" •'•G �f 10NAL 1lE ` A. L1TIN MILLER, P.E. FL P.E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • ••• • • • • ••• I AIJLL DA - - - • • • tladl' C bl• lltl 0M gM8 (for N9dica n-Aorta)or0{ArfIng MgRt(1ormrlmrlt3".amingmJI!Dre) So in 00 in 7010 000 000 10In • • 904p • • 100 in 120 in 140 to 1601n 1" x &126" Peclalp+ls Leadn9 Tr>p17Ea9 Lo0dn0 ROatanOUte Load419 T10P'7Aan9. Lnd1• Radel•,Iar Loadn9 Twlh-e• Ladr17 inomnrio Laml9 llavrdv+0 Lacing RecMpiw 10.111p Twp776an0. Loadr• Reahrplar L.Jn9 T-errdan9• Uwd Rxhngu Ladit TrelsTnan9. I.-In0 It"donOom Laae61D ThOTHUMI. Latino Nec1'91°r fordo➢ Tmff- n9 IAadn9 .600" Alum Mud n a r P ppp_ yy' ^. _ q a �' $+•� �' u� yypp, a ,- } u v.-.Fill 5@ P�.u• u ��g��s�o de m -. aTuba S� < 42in 170.0 a7D 170.0 435 170.0 744 170.0 470 17Q0 ball 170.1 500 170.0 9P2 170. So +7 1 170. 170.0 1240 170.0 521 17a0 1488 170.0 321 17a0 1736 1T0.0 521 154.4 1802 170.0 521 48 in 170.0 708 17a0 524 1700 NO 1700 584 17Q0 B92 170.9 030 170.0 1133 170.0 601 170.0 1275 170,0 877 170.0 1411 170.1 NO 157.7 IM 170.o NO 1361 1577 1".0 00 11&2 IM 170.0 NO 5D.625In 170.0 747 170.0 6M 170.0 a86 170.0 631 +7Q0 ISM 1701 084 170.0 1195 170.0 723 INTO 1345 170.0 747 170.0 1494 170.0 750 141.7 1495 170.0 TA6 /2is 149a t70.D 7W 108.3 1405 170.0 756 94m 170.0 7W 170.0 612 1rob 850 170.0 es1 +I0.o 1118 +70.6 7N 1ro.0 127s +70.0 801 16e.1 14m 170.0 e37 149b tom 770.0 858 12a6 i4m 170.0 66t 1063 tat 17oA Be' m.4 14m iro.0 eet 601n 1700 NS 170.0 701 1TD.0 f083 +70,0 79t 1563 1156 179.0 07e 138.7 1'S0 187.0 029 123.3 1156 INN 017 111.0 1150 142,7 970 92b 1156 114.5 903 793 1155 144.5 903 �4 115a 1Mb 909 BSm 170.0 900 1ro.0 7M 159.8 100 170.0 s5a 137.0 100 135.5 600 119.E 1040 741.7 846 100.5 10M 1320 670 95.9 fall 125.5 82S 79.9 1019 1193 820 ®S ISO 116.9 618 599 1049 11e,B 819 min lobs m 170.0 769 139.0 't158 101.3 SW till DS5 131.7 M 1042 Rib 121.4 775 92.6 955 1123 Nis 83.4 ON ISM 757 Ns SM 99.8 740 604 055 98.7 740 MI 008 98.7 1 7M } 72m 12&6 em 134.8 887 f0T.0 103 114.0 N2 H.0 W3 101.+ S70 50.1 NO 912 SW 71.4 1101 83.9 W 642 SM 7S9 542 535 W3 72.2 532 M! m3 61.0 WS 40A aO3 04.7 ( 827 013 78m 109.2 M 114.1 629 OLD 721 97A 616 7&0 M 6a1 ON as.9 721 raS a95 90.7 72+ 70_t she dLe 721 654 579 483 721 59.4 SM 30.0 721 50.0 Sol 34.1 721 50.1 s 78 in 101.0 604 '034 S00 &2 SS4 59.1 587 722 604 7&4 570 bi.i 464 70.4 907 50.1 094 84.4 Sys 50.5 88/ 59.0 $51 /21 68/ 51.1 611 38.1 864 s1.3 538 37b 6& 50.0 934 90m 63d 542 S74 452 07.9 SS.t 4S0 404 54b 45.2 6H 452 67.9 R.0 449 396 47.0 88.7 N0 3B0 41.1 33A 514 M2 N.8 30.1 433 3M 365 70.1 514 452 40.5 329 427 378 32.0 27.1 51437.9 152 30.3 421 373 274 22A 514 452 33.0 26.0 412 303 r4A 194 511 452 30A400 u.2 1359 20.8 16AI 61429096m 452 22.8 35s 108m 38i 3S7 3f.9 322 31,7 357 32./ 31T 272 161450....00 312 23B 057 26.2 308 21.1 X, 22.7 303 19.0 %7 20.8 290 15.9 357 18.0 j 293 13A 35T 10.2 2B7 11.9 35T 15.0 2a3 111 h 36.+ 333358 30S 2B2 ]]s rc.1 301 25.0 i60 A 330 23.1 292 19.5 338 2o.8 gas ms 130 19.a 20/ 14A Till IS.$ 218 12S Till 1/.8 i73 11.0120h 27.7 1SS 292 283 2i1 28B 23.7 150 19.8 2s8 17.3 2M 1&1 252 15.4 2'69 18.3 249 13.9 208 14.8 2M LIS 12.8 240 0.9 2B0 11.{ 236 8.7 18Y 104 232 I AbLL 00 MalwrCa T�Ma SUbbrtle: 2.7k CCrSnla 351, Cant. 1 Hall-OAu FOMCMU FTWacd IM•so Eko 91rEko Vrssete A10SIW ail steelMehor Pattemt �� 51eE1[oUOrsUI Vr Ek0 U0con U110em 3+6'Elco Ulmeon VPEko UaitonADWaGAr UretOn Ag21SI St-(G*Su ps)E09e glAdW5116•8r0 Cop 0"Ve Pnl +" 2-1/^ +• 2-Y2 9-118' 1' 2-vr 1• 2-Vr r 6W 2 C48" V.drEffIb lenl n 1.3/4^ Id+r w/r 1.YC 2• 1.114• 1-V4• +-1ir 1-vd' s.11r1-1MMCII0r3 4.75• MIn O.G./ Slalrrd?O!!1 C1p 1T191X omas 300b 450.4 �010! tfA401s 270 C! m 95I 7401r3746lS 664m 6/31s 34t Ito /621ta 4 Arclwrl & 1.15• MI, O.C. / 9tnde oI0N)Cllp Gip 2) 490 ea 700 bs WA N'A NIA N/A 3808» NIA WA NIAI WA WA 682011 885118 1120 0x 4 Arch0O 0 T MW O.C. l Y1) 2c5 AngISC�fs l 3 - 780 Os 780 4 600 ba ISM H S 1IMS I� 6/07a SfO Bx NIA 7B0Im 7M m ' 8001Gs 16TQ Im 862Ss NI 112D Ite 3AMIIDn D.49'Mm. O.C-/UpP, Nb .125•Alm (Fl94j NIA WA N/A WA NIA NM WA N/A WA NIA WA 1 WA WA WA 10fl MB -- 1 Arcrcf/ FCIy 010 $ 19519s { 1 W •s 236 bs 445 Ih1 8221h0 1950n 140 b t77 nx 370Im 167 R1s 332Its 473 m 170ms 227 ItY 280 IOs 2 AncloO®1.19 Mn O.CJfCOp IR 871 21081! 950 Ax N/A WA •^-WATuc nWA ,n- n006an NCM WA NIA l WA WA 34115a M164 560 Ihs I iNUIC run ac ._ -.. FIGURE 1: FIGURE 2: FIGURE 3: FIN0 ANGLE CUP MUST BE USED IN PAIRS. FIGURE4: FIGURE 5: FIGURE B: (DP-)X /ANCHOR CAP..a„".c� :ANCHOR CAP.- MUWON 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 TH_° 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FCR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED 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 CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-SC. WOOD SHALL BE PRESSURELTREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.S5. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125 THICK. STEEL STUDS TO BE A MINIMUM GRADH 33 AND .045' THICK It GAUGE). STRUCTURAL STEEL TO BEAT LEAST .-,25" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR410 S.S. Q 1l) ya L e.D t0 0_ N 1O aO its n ib LU W m c�7 u x a 0 0 a� zmv) rn o ..�� U IS PRODUCT REVISED ar comp Ingg with the Florida Brilding ode NDA-No. 17-0630.01 Expiration Date 05/26/2021 * 1 NO.58705 -10;�� 4f, ZORIDA- �"717St�ONAL EN,.�. A. LTNNIMIILktA, P.E. FL P.E.# 58705 . . ... . • . ..• . . . . . . . . . , . . ... . . . . ... • • be NZ ally T bk ti.. 4m Nerdce rtk�IM) 4N OPR1Yfy 11AIIR (far I17Aiardely-3p0431111g rtklor•) Min Mn 7oM ••• ••• MN • • 90,80• % tMh % tMb 4401e tMn 1 x 42.125 lowed TnpRd" lsa•A0 Aa6Wlpaf I Lsa•ed 7IWTO-w u"m ft-w•ww L9Mn6 T."-.•• Umft f xv- Laa•n0 T14ARdwq. Laadn6 Ilsaimpdar L-ft TSaP'111rI•• loaded Loaded 719P1iJ1911• Lo-AV R464110att laa6.6 Tnp/7d•q• loaded KIewww Loaded TnWTdnp. La9dn6 R9ntMdrt Laded 7lprlie•. Lu•, aMMumoflb6 g � hill 1 g • 04dill, € ' 421n 170.0 I Mi 170.0 435 179.01 744 1 iM6 476 17LO 6M 1".0 179.0 170- oil i7of 1111 4N.04 tZI 170.0 120 170.0 021 170.0 MM 1 In& 621 140.0 140 170.01 CH 127.E 14M 170.0 MI 44111 170.0 70 170.0 M4 170.0 aN 17MO JIM 1TLO t01t 170A MO 170.0 11a3 170.0 MJ 00.0 12A 17MO 677 iN.3 130 170.0 6M 13U UM 17L6 Mo 111.7 ISM 170.e NO 67.7 130 170.0 0M m.6231n 170.0 747 170.0 0M 170.0 we Imo Mt 170.0 100 170.0 064 170A NM 170.0 rA IM1 12M 170.0 747 140.5 /215 170.11 7M IITA UN 170.0 7M 1MA InII 170A 7M $7.1 1230 170.0 7N Min 170.0 7W 170.0 612r13 IN 170.9 0H 170.0 JIM 1T0.S 764 134.4 t1M 170.0 M3 1372 11N 170.0 07 121,0 JIM 170.0 ON 10" 11M 170.0 011 MI 11M 170.0 Mi 772 17M 170.0 NI Min 170.0 M5 170.0 701 tOM 17CO 7f7 14" lea 141.1 132 I2Li too 14e7 Ito 1112 100 136.0 Mi 10D.1 1062 1302 711 114 IM 125.1 7M 71.5 1003 126.1 7M Me 100 12LI 792 Min 176.0 MO 170.0 745 OM 161e 1N 12U M2 144A 7M 113.4 002 131,0 7M 1Ma 9M 121.4 TO 90.7 002 114.4 7N 7e6 610 1M.4 743 94.6 eM JeLD 744 '1L7 U2 Joel TN Mkt t00.4 M7 IM* 7M M7 144.0 7M 11&1 M7 130.3 7M 1M4 647 117.7 7M 11.9 M7 IM.7 735 MY 047 IOU 727 OU 947 0.1 113 M.1 M7 94.0 T/1 $1.7 11a 11 0 711 72 in 136.0 s49 142.7 737 6M 121A M 07.0 M hite 709 NJ ON MA 0M 76.f ON MY 016 67,9 W. MI IM MA W 75.3 as MA ON 72A 60 42.9 64 M4 M1 761. 110.5 7M 120.7 MS 7M 1M.0 612 US 7M M.0 Mo 7L2 7M M.9 0n M2 7M 742 iM 67.1 7M M2 613 4e1 7M M.6 So 41.2 7M M.f N7 3e1 7M MA M5 Ila b 1M.9 724 111.4 034 734 sa MI M3 rA M e 0M M.i 724 74A 6M M.4 724 M7 Mt 53.4 724 634 5M 44d 7N 67.3 573 M2 724 M.] K7 314 711 Md 5N M in 09.0 64a 71.4 4M 60.0 $43 M7 474 40.7 OU M e 40 4&1 543 47.1 4N 36A 543 42J 452 34.0 643 3e5 449 210 M3 34-9 438 34.6 5N 32.1 430 21.7 543 30.7 429 Min 57.3 47% 56.6 4V 47.1 474 41 411 40.9 47s 432 4/2 35.0 478 36.5 40 31.9 470 NJ 4N 2e7 Q0 32.0 3M 219 476 20.1 Me 20.5 479 25.6 3M 17.1 478 24.2 3N tMh 4e7 m 41.1 341 333 m 34.6 sa 20.1 371 Md SM 2e2 m 20.0 3D 224 m 2I.0 Mt 20.1 377 2i0 317 10.i 371 19.0 310 14A m 17.1 aot 111 h A.1 35/ 37.9 m M.9 357 71.6 att 26.5 N7 77J 313 232 367 24.4 SM 20.6 M7 220 SM fe6 757 20.1 101 1sA f67 17.4 2M 120h 2•] me 29.4 276 24.0 3N M,t 274 21.0 366 21.7 270 N.] Nt N2 2a7 163 205 172 293 144n 17.0 M2 172 1M i I1OLC 00 a 27k roan- 3.sk Cone. H.M. CMU FOND MILLI FT Y4sad kYYI �•••••••••••••� 5116'B. U4'66 Eba &W000 1M'M Bso 010 get 012 BNd 10126M ........................ Andw T7pc Anchor CUP PattOms; YIr Eba Low. ; tl4' Eko U•Man• •"""""...r 311r Sm Ub40M Iw ENo 1lkatal Uq1 A MWw (05) III_ p Orw• (O'.9 ........................F Edp O•Unpe ft 1' 2-Iff 1' 3-Iff 3-1/r 1' 2•t? 1' 2-ttt 7 318' T 0.48' OW O.t34' NM' I-sw I-3W 4' r 1-t/4 14W 7.1N' 1-1/t' MA" 1-114' r 1J16• 1�r8 vaNs 2Aneha• 0 Or Mh O.C./ bledud or CMW Clp". 1i27 39064, 390M 1 450M Min 1644M 270b 200M 3541. 740M 3741. amra OMB 341M 442M 6mM 22r MN. ed or n 7N bs 7001N !m 1w 14101b. 952111 WA 6m V.WA 630 be WA "aft WA 02 M 051h 1120 M O Anohm @ 1.15 Mh O.C. I1Nnd•d (x O•s0 COP 4 MO le, UN In WA WA WA WA 7M M WA WA WA WA WA 1303 M 1770 in22M In 4Anl•n a r Mk6 O.G I p) 2.5 AnpN COp• I(1* 9 7Mb 7mM 5mM Ism Is imnt 6401x 6MM WA 7MM 748M OMM 0112 be 462M 115M 1120M O Anehm0 r Mh O.C. I Cn NS An6N CSD41019. 67 1176M JIM be I=MO 2340le 2644M sNM mb. WA IIMkw 1122In 1]20M 2131le 1022in 1327111 tam be 4 Al•M, @ 0.4T Mn. O.C. I Udp, NW .12r Ahn. IF* 4 WA WA WA WA WA WA WA WA WA WA WA WA WA MA 14301N- 2Ano1m@22rMin- O.CJ Vale OS 350 aw 3MM 2966. 1 705M 470•s WA 200be WA a15 ba NIA 440M WA 341M N2M OmM 4 Arwho• @ 1.10' Min. O.CI f P4. 91: 4m M 700 M WA -T-W-AF WA I WA 310 M WA WA I WA I WA WA 02 M M5 6w 11M M .•................. FIGURE 1: FIGURE 2: : FIGURE 3: : FIGURE 4: FIGURE 6: FIGURE B: • • • • • • • • • • • • FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CUP (FIGURES 5M) MUST BE USED IN PAIRS. TABLE NOTES: IT AVIVJ USE THIS FORMULA TO OBTAIN THE'AN( CAPACITY REQUIRED• CORRESPONDING ACTUAL PRESSURE REQUIREMENT FOR OPENING, WHEN R IS LOWER THAN THE CAPACITY (FROM THE TABLE) OF THE BE MULLION. IT WILL YIELD A MINIMUM ANCS CAPACITY WHICH MAY BE USED TO QUAI ADDITIONAL ANCHOR OPTIONS FROM TH ANCHOR CAPACITY TABLE 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. 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 606346 AND BE A MINIMUM OF .125' THK2C STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (16 GAUGE). STRUCTURAL STEEL TO BE AT LEAST AW THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1010 & #12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 410 S.S. CAP. - AN PRODUCT REVISED Ean complying with the FI•r141a Wined COdi npA-aiu, 17.0630.01 Expintton Date, 05/26/2021 `L1 Jll tV LYNN 4.000' �0,. 6s • .125• .• ATE • �: IFS • •. R<oRlo!•, Js ';J TONAL ? . \ A. NOSMILLEkt, P.E. MUL •.............e FL P.E.# 56705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 1 HCSLC !O Me "- her ta Table bs 31p1ah: 27k Cmma• 3.5k Cb Helkw CMU F01•d CAM PT W.Cd MCNI y1� p 1/4 55 Elm Y15' E100 1/4' W Ek it #10SIed •1261ad *1281eel Anchor CNp Pathms Andlorryp4' 3/19 Eb0 Ufts— 11r Eb0 Ull O UlkHyq'1 Yvr Ekoj2V2 1/4'Eke Illh•cm AppRC+•nr Uaum AOpr•Gabr 6010x (GIl) Sptex (G5) 6dh3W ((351 EA7r D•I•na•ON: t' 2.1w 1' 2-1R' 3.1I5" 1' 1- 2-1/7 Z S1/C Y 045" 05C 0.w Embcallcln MY 1.3i4' 1-S'4' 1-Y4' 1-314 2' 1-V'r 1-i14' 1-1/4' 1/I4' 7-1/4' 2"13/#'4.7Y MM. O.C. / SkMdWl w Oftat Clip ". 1&2k 9901M 3001b• 450lbs 990165 10441bc 271) b 10A b 740 be 374 ft SE4lb• 90 1 b3 442 b 550 IN 4 Amh— G 2W Ma O.0 19I•ndad (a Cad) Ctp IF9- 3Y 700lbs 700 ft 580Ihe 141C Ibe 9M Ib• WA WA 0300S WA 080 b WA 082be 8W b t-20 be 8Anch0sa 1.15'Mla O.C./ sand w Clan) CSp ft. 4Y 060lbs 1400lb• WA WA WA WA WA WA WA WA WA IM3b 1TM IM2240 me Awhv 0 3' Min. O.0 / [2) N3 Aryh Can / (Fp. 5k 7a165 7M IM BNI Re 15Klbs 18981br 540b WA 7W bs 7481b4 680 Ra 1592 ka W2 b 5M b• 1120 9n 8 Amhas ®T MM. O.C. / 121223 Arya (2h/s / (F4. BY 11701b• 11701b• 1020 IOs 23401bs 2541 b slob 547 b• WA 714010G 7122 b 13201bs 2938 ba 1022 b 13271b4 1580 be 4 AncMm 6 0.4T Min. O.C. / U^alp, k'b.t28" Adm. (Flp. 7k WA WA WA WA WA WA WA WA WA WA NIA WA WA N/A 1430 b 2 Anchors 22S Mln. QC/ F:.Op (Flp. ftj 350e s 350 bs 290 its 7051be 416 b WA 250 b• WA 315 b• WA MOIM WA 347 b M2 b 690 0m 4 Areham a 1.W M. O.C/ FC9P ft. to 450 bs TwR. WA WA MIA WA 380b WA WA WA N/A I WA I We* I08510• 1120 b• NOIC I'UK IHL Urrbltl ..... .. r.�vv ev.v..,+....z..�.. •�.. ..... .................... FIGURE I: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: • • • • •E IL FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5&8) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP )X ( ANCHOR CAP.,m,,,,.,\ _ANCHOR CAP.,,, \MULLION LSE 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 i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2 4 FOR GENERAL INSTALLATION METHODS- 2) LINEAR INTERPCLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CUPS 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. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG CF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .W" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS HEYUNU THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 188 S.S. OR 410 S.S. L_r 11- ai�'44t -MULLION MULLION r a Q y i r- G ® � N d) P7 N X Y ® Q "r X to ¢ O o EL . '(n U £i N PRODUCT REVISED as camp Hlm with the Florida Building LC`o* NOA-No. 17-0630.01 Expiration oats 05126/2021 �`1apNY �YN�,�fi /• / '��.•'�LICENS '• * No. 58705 �T S ATE F L/YNN WKW, P.E. FL P.E.# 56705 . . ••• • . ••• .. .. . .. . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • • • sMulim Cajosicily TabY 11111111116 Olfining In1 (Pb b2parning en) nMg Height (for ho62Dr8a97-Spaming mullions) 60 in so in • • •701000 • 80 8. 41404, Own 100 in 120 in 140 In 1601n 126" % R°0�fpea Loanng TI-Prrd v, lnadn9 Rc1.q<I�' L06dng Ta ero' Lo-Elq R4etengller L91dt1g Tn,Mdaq. L06dnp Reetentlda I-m*q 71�7DIan0 lacing Mdanp46r Leade9 TnNTA•16 Leedn9 ReelenpeN L0adM TnyTean0. Lmdng Re-'tent}/r Lm1*19 T�lalal0. Lae09 R60te[6nf lnadno TaP/IYNnO. Lnaing RedenWNv LOed-0 TnplMalp. L®660 &I n" x •Tube MuR g 5 �� 8 � � 9 a' 8 -} S • • � a • 5 � fi ! 7r IS a a s a d $ ' 421n 170.0 820 170.0 436 170.0 7" 170D 478 17D.0 170.0 Vff 170. M ITCM ffif 97D.q'Tllg 170.0 621 170.0 1240 170.0 521 17QC UN '.70.0 521 110.0 1735 170.0 521 151.0 176e 1700 321 481n 170.0 706 170.0 624 170.0 850 170D 564 170.0 992 170.0 630 170E 1133 17110 0" 1M-0 1275 170.0 677 170.0 1417 1701 680 1548 15" '711.0 590 1377 16a 170.a; ON 118.1 1548 170.0 080 SO.0251n 170.0 747 170.0 553 170.0 a% 170D 631 170.0 IONS 1700 Gat 170.0 1195 170.0 723 M-0 1345 170.0 741 167.0 1468 1700 758 1392 146/ 170.0 756 119.3 1466 170.0 756 104.4 1408 170.0 758 54n 170.0 707 170.0 612 170.0 950 17" a91 170.0 1116 170.0 754 170.0 1275 170.0 No 163.1 1374 170.0 $37 WA 1376 170-0 055 122-3 1276 170.0 all INA 1176 170.0 961 91.7 1378 170.0 NI 901n 1700 885 170.0 701 170.0 1063 1700 797 156.9 115B 170.0 978 139.0 11a /67.4 930 123.6 115C 15e.8 Sit IH.2 t151 150.0 912 92.7 1158 144.8 905 79.4 1159 144.a 005 $9.5 Mil 144.8 905 531n 170.0 930 17C.0 7a 180.1 1051 170D S50 137.2 1061 153.9 M 120.1 1061 1410 3a 105.1 1051 132.3 837 WI 1051 T25.7 530 W-1 1051 119.5 a22 06A 1051 119.1 821 00.0 1051 119.1 B21 Se In 167A 057 imo 780 1a9.3 a67 151.8 lot tte.4 or 13{.0 720 1n4.4 a57 i21e 717 92.E 957 112.8 767 83.6 OR 100.0 750 09.5 957 iM.0 750 811 957 98.9' 7a 52.2 $57 88.0 7M 72n 120.7 eo4 Iffi2 e96 107.3 aN 1152 BN 81.9 194 iN.] 671 eoA /N %./ e60 71.5 804 N.1 650 84.{ eN 7a6 641 91.8 eN 72.1 611 450 e04 69.9 129 a.2 aN 69.1 628 'pS 711n 1394 722 114.4' 630 912 722 972 618 792 722 85.3 am 66.4 722 78.7 a" 60.2 �722 70.3 588 54.7 722 66.5 5a0 45.6 722 59.5 $70 30.1 ra $6.7 WS 742 722 SU aN i IBn 101.2 8aS f06.8 BOD 14A 835 89.6 516 133 60! /6.0 577 61.3 565 ro.5 560 0e3 t165 N.5 580 90A 685 60,1 553 422 9a 51.3 Oa 36.2 055 61A 677 71.8 885 60.7 036 Sol. NSA 543r39.0323 11 54A 914 57S 449 47.1 $15 6DA 441 41.2 515 44.7 434 36.6 515 40A 426 33.0515 37A 422 27.5 515 33.1 413 23.3 515 ..1 401 20.6 "1 29.1 4NN 1n N9 453 45.3 453 47A 347 t66 4M 41.0 391 33.9 453 3SA S86 302 al 33.0 379 21,2 453 30.4 374 22.8 453 2rs 386 19.4 453 2c.3 M 17.0 453 279 356 1051, 35.1 356 31A 356 32.8 314 27.2 35a 20.4 313 23.6 358 330 25.2 306 212 358 22.7 304 1&1 360 20.8 300 15.9 358 100 2m Ill h 35.1 333 29.3 338 30.1 301 201 ]31201 297 22D 232 293 19-5 336 20.D 290 17.6 338 191 295 201n 27.8 790 232 200 24.1 280 lag 29D 20.5 255 17A 290 132 253 154 290 10.4 2a2a1 I I... c 9G Anchor Capacity Table iba) Sulatnlle 2.7k Oorclde 30rcm I HdI CNU FISW CMU PT WMo Metal Anchor CSp Patterns' Artna Type 1.18'FJ[O UI178tm 1/d'EEOUIImLon 513'Elco Unrxon Y10ElEv U8acOm VP BEO Uheca Vf'SS EI[05116' A7deCoetnr 9L o Ulraon 114'3511c0 ApOR%"ad a1 In Scald IL453 *I W.-4 SGe434a7 1/1231W Sc1et1 Lw�i I edge pfhrte Qn7 1• 24M 1" 2-1/2, 3-1/S r 2-11T 1• 2-VC 2. SVd 2' 0.46' 0.5T 0.324' Enow-ani 1374' 1.94• 1J14- I.Y4' 7 1-V4• 1-V4 1-114- 1.V4'�74MSM.M= 2' 1-". INS rake 2 Mclws ®479 MA O.C. I'JIe110atl or OIeN Cie pa9 17 300 as 390Ite 4501oe 9 the 1644 IBt 270 Re 290Ix 3M 1a 7a Its- 9a 341 Its 442 Sa 5S0 4 Anha9 01.15' Min. O C 191•tlaltl (Er C1p 039 $. 4801M 70013 N/A N'A NA NA M m NIA WA WA 6621l 885 3a 1120 to 1 Arc1Ca 7Ann. Ot.l(2) 2s5 AIyk CaA/P143y 760ItM 760b 090 aM ism So 1876 a4 6408a 660h NIA 790Ib4 1602 Bx 6821e 8A5 Sts 11'0 tt44 Arc Ann®D.l4Mn. O.0 /UClp, k%0.721'Aem �047 NIA WA WA WA NA NIA WA N/A WA WA NIA WA lvoa 1AMnNfF1lp 94 ta'Sa tas 1a 220" 4451e 5229a U51M W9a 177M 370Im /871a I SMIN 47396 1701M 221 as 250 k4 2 Amnon, a IAS-Mn O.CIF C41p Ing.q 240 ba I 3Wh/ NIA WA NA NA 10033 NIA WA NA WA WA 9411M 44239 56035 NO I E: FUK I HC OF FJt I t;Ur, VJ- I Fit JAM- Anil.rlV rt -1 I - - HI11- V/V.0 c.. - I - . I ru .- - ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP ' X /ANCHOR GAP.,e,,,,\ _ANCHOR CAP.", I ISF 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 MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. o W N � x Y y >- a ppa� Z 10 .!U PRODUCT REVISED as complying with the Florida Bonding Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By MIarm-9aI roduct orr M FIGURE 1: FIGURE 2: TABLE NOTES: r-1250"--1 • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. \t 111 t 1.1 I I I7I/ 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 188' � ��•'' l,10ENSF -- �� i I ANGLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR FXACT DIMENSIONS, SEE 3. CLIP MUST SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS _ * No 587ps BE USED SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS., IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AS-M C•90. WOOD SHALL %�0 g ATIE :. 41j FIGURE 4: FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF O.SS ALUMINUM SHALL BE '� 44/� 6063-TS AND BEA MINIMUM OF.125"THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND '�s F� 1D^•' G\?� • .0454' THICK (18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125- THICK AND 436. ALL L25'X 3.188' X. 77 tS/O E ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL {1-1l4' VF MUULLLLMULLION ION) I/7j NAL 111 t1. ;H0 8. #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. A. LYNN MILLER, P.E. FL P.E.# 58706 . . ... . . . ••• .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 1 AbLt aA •• •• • • • • • M1bn Ca*eeOY ibla (93s/E1) Open 9Wdth(bo w er.AlVindionjor0p9hinfNit t(brhorizollMdy-spart"Trildll0m) 1001n 120b OD On WI< •1■ ••• am 1- • 1 ••♦D 1, • 1401n too In 1.20 xJ.20 W<hnpll4f WaAlm Tap^Ben9. L..d a NeeLnDder Leedna 1taPTd600 L-dl7a hNerlgWer Lodba Tnpinhp. LOed.0 ReelOaauhr Lwdx• TrgYMenp InedOp RecluplMl L.W.9 7bprtAen9. LOedha ReatnOder I. -SIG T®WTBme Loed.0 R8clenOdef LosdnO Talr7dW0. Loed8la It-t-o " LOdina 1 Wedin61. loedin9 Re-dw Lwd1q TepRAWO Landing x .100 Alum. Tube NtlBan TA • o6 S •� p y' fyyypp1(� q6 • • 1�y ' #6 7p} �. (1� A tad, t$ 1d1p g pp } ? 4p g q5 y5' lialh y I a pp 421n 170.0 820 4700 425 17fl0 744 1TO,0 475 UOV 6W .0 W 1�A 80 170� 9% Adb 111! •70.0 521 1633 1112 1700 521 127.7 Ilia 1700 521 109.5 1118 1700 b21 956 1HB 170.0 O31 481n 110.0 709 170.0 524 00.0 650 170.0 58/ IOTA 078 1I0A NO 14fl/ Bt 1100 eel 790.1 076 1M.0 677 117.3 W6 170.0 "1 97.t 978 w00 Bell 83.0 9M 170.0 ee0 783 976 1700 BW 60A28 n 170,0 747 Otto 583 170.0 801 1M.0 Wl 150.7 927 170.0 WI 131.E 927 late 708 117.2 IV 159.1 699 106.6 927 158.3 89B B7.9 927 15fl3 fl98 78.4 927 150.3 e25 65.9 827 153] 695 541n 170.0 7a7 I70.0 $12 15CS W6 170.0 get 132.E 880 163.9 083 115.0 W9 141.a an 103.0 tW 134.0 600 017 OWN 126.8 661 17,1 poll 12fl6 W2 0.2 BW 128.8 e62 57.0 t69 128.8 H62 Wln 143.2 746 163.0 634 INA 748 iW3 620 102.3 146 117.8 W3 $9.6 740 "TO a" TB.t 746 1C1,0 02 71.6 748 06.8 597 59.7 716 93.3 ties 512 746 23.3 5W 44.8 746 032 683 Wn 123.1 677 1320 670 IOi.1 877 113.T SW W.1 6TT 100.4 WS 77,3 877 81A 518 08T t7! W.S a79 etA W7 81.0 $31 31.6 677 77,0 99 4e.2 877 M.7 629 W7 677 78.7 52B Win 107.6 017 114A 630 W7 417 07.9 519 7BA 617 W3 BW 67.3 617 70.3 boll 59.8 617 T26 494 6A8 Oi7 68.1 480 44.8 BIT 64.4 4B] W.4 817 83.7 42 336 6t7 63.7 482 7291 8T.9 610 67.1 450 SRI 611 74.2 /tl 60.2 516 862 432 51.e 610 58.8 Alb WI Ste 4"41 419 41A fits 50.1 414 34.3 Ole 4 11 406 29.6 918 45.0 405 T6B SOH 46.0 106 C 6 TO in 70A 465 787 106 6fl7 /86 62.9 300 50.] 485 %9 300 41.1 465 49A 38t W2 IW l6.J J7B J6.2 455 421 974 99.4 4W 388 387 26.2 465 36.5 394 220 166 1 39.1 1 383 78In W3 441 00.0 3BT 543 441 57.7 379 46.8 441 gas 172 WA 441 46A 304 382 441 0.6 350 318 441 38.7 3W 272 441 31.9 340 23.3 441 33.1 Us MA 141 327 345 90b 42./ 332 13.8 2W 384 392 37.0 ;;1;903 932 ]2] 784 28.5 332 28A ]W 23.0 S32 28.1 21a 212 332 2d.1 272 f7.T 332 11.32W i6.2 232 1D.6 282 f33 932 167 280 ION 3].0 261 39.8 Soo list 281 WA2W 26.0 291 2fld M2 21.1 291 236 246 19.4 291 21.3 214 17b 281 IBA E41 14.0 261 17.1 236 12.8 2a1 16.5 232 100D 21.6 2J0 26.1 208 =5 230 21.1 2W 17.3 230 183 201 15.A 2'30 182 196 _ 111a 72.6 210 281 191 1e0 S+t 16A 194 162 210 186 11M f1.1 re 1d.0 1W __ 1201, 17.0 1 tar 1t.2 170 149 1B7 +6.3 18J ABLt Btl ._. Anchor -- GwacKY Tapk S1b61tea: 1TX Camels 3A8 snot. I H<Icw CNU F41ed CAOI PT Wad MNd FNC FJae l/4" SS E700 &Ir Eb0 114" BO EW 010 Steel 612 8bx1 #12 still C§p Pletem6 Arohm Typo: 3118' Elio Ultra<on 1/P Ebo Ulbw Ulea9an 3/1C FJoo lAtaoen 114" FJW UN-. A9a1aONm Mbw. Aw.Gela 0olen (GS) e9tex (�) Semy(G51 Anchor EMq OlNeee640 i' 2.1/2 1' 2,112, 2.1W r 2ir 1" 24rr Y 3-118' 2" 0.48" 0.54' 0.324- Emb.am9n1el nk I ve _ 134' 1-7/4' 1.34' 2' 1.1M" 1.114" 1-1/Y 1.114" 1-1w 1-1/4' r 13/a' 18A' .Ace 2 Arnhon 0 4.75- IAIB O.G 180Ddnd a 056a1 OD Fla, iX 3901ba 390 Ib4 4W be a906A U144 be 2M b 2W ba 354 ft 740 D6 374 be R6410e 946Ills 341 a 442 D8 5W IW A Ana.. 1.16" 981E O.C. I Sterldud (or qfr) Up (Fig. 2j 4W bw 7001M WA NM NIA WA 3W R. WA WA N/A WA WA t621be BW W 1120 6e 4 ANeeusOrL.L O.G/(2)h3Am* glpe/(F•. 0; 7800u 7W 9a aW lb la30De lad De 5Wq 3WW WA 7W Re 748 be MIM 18D2be a82 be Us be 1120 bn 3An9haa 0 0.6/' tit O.C. / V no. .10a' A66n. (Fla. 4k WA WA WA NM WA WA NIA WA NIA NIA WA WA NM NIA 09016a , + Atvha/ F47p !Prat sk 7056r 1%De 225Im M5 De B221b 136 Dt 1q M 1771. 3701be 1071W 9321be 471 De 170 be 221 be 2H0 ka 2 Atnha6 01.15' w O.G/ FU'A ffl9. OX 2W W 3a0 6a NIA NA WA WA ISO be WA WA N/A WA WA 917 De 442 De Sell as ANUMUK I:MYA+:I 17 AUJVa tOcry r rvrtA��h: (DP.) Y. /ANCHOR ,\ ANCHOR CAP_ `MULLION ,,,," 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: FIGURE 2: TABLE NOTES: 1.25V j--1.250-1 • • • • • • 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE 3 250' 3.250' ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • • • B USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOOD SHALL -- BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE FIGURE 4: FIGURE 5. FIGURE 8: 606-1-T5 AND BE A MINIMUM OF .100' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND - • - .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A3S ALL .100' .100" ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1.25" X 3.25' X .10(Y ' .25" X 3.25• X .100" #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, I" S.S. OR 41C S.S. MULLION FOR MULLION FOR FIELD -NULLED UNITS FACTORY -MULLED UNITS W LU x 1n H- PRODUCT REVISED as compyl wltlt the Florida eulldtng C71di NOA-No. 17-0630.01 Explia tlon Date.. 50 /26/2021 . 111111111/Ir ' �LCENSF'•.(��' j * 1 No. 58706 70NAL E PL♦♦ A. LA ML!L 2I, P.E. FL P.E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . so TABLE1013 Sulauale 278 Conenre AnehorCllp Potbles Antna 7lpe� y1BBm tNecm 2-t"t YC EYOUIuatm MR Co. di0'Elro U. d1B Dco warm Ho1ae emu v4^Elco Uamtm V4'SS t3to AO""' I d16 t0co Uaatm Filled CMU 114'98 EIco AgpR090 FT WDao tl1081ad 6tI51r ([85)Scrtw tl729te81 Meta N+291ed SeRM (05) +' 2-112' S•t4r' +' 2-YT 1• 2-1/Y z 3-Inr 2' 0.40" 054' 0.824" Btl a....1• embedbea onk JAN' 1 144" 58I4' 1�4' 2' t-1H' +-V4' 1-+/4' 1-V4' 1.1N' t-1;4' 2.' t-'YB• 13�8" vdas 2 Andm 0 4. T MIA O C. / Sulala0 a Obe C 1I SBD- 4501b 2. 164/ 1bt 270bt 28D bs sum 7401D8 374 IDS 664 bd Y48 b1 WA 1 b+ 8626e 442 = Diem 6601t6 112D br 4 AMboa ®+.15' Min O.0 / Stealad (a OfaY) Cep (Rp. $ 4801Df 7m Aa NM WA N/A NIA 350 Ile,DO NIA WA NIA WA BBo bs 1992 d. 682 b+ 885 b+ WA 1!2D Its 950 ft 4Arc`nn ®8Ma. O.C. I M 2(5 AISIM, Cap%I 9T. 7a010f 780 bs 68D bs 1GBD Ma 1890" 540b 5wb NIA 7690.a 745 b+ 3A78:MIa O.S1' MBt O.C._/ U-Gt1,1 N/A 767 Ma 99210t 47f bs 17D bs 221 b! 2BO IIA Arc F-CRp tg a51b8 MB by 8121b 1:.5 d M bs 177 M $701b WA WA 941 bs 442105 di08a 2 AfcMh 1.tO MNf O.C/FGp tq 2N bs 35Db NA NM NIA NA tm b+ NIA WA N/A FIGURE 1' FIGURE 2: 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS • • BE USED T SHOWN ON SHEETS 21-93. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. CLIP IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TOASTM C-90. WOOD SHALL FIGURE 8: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063-T5 AND RE A MINIMUM OF .100" THICK. STEEL STIRS TO BE A MINIMUM GRADE 33 AND • .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125- THICK AND AX ALL ANCHORS INTO METAL SHALL EKfEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • #10 d #12 ANCHORS INTO WCOO MAY BE STEEL, 18-8 S.S. OR 410 S.S. FIGURE 3: FIGURE 4: FIGURE 5: E 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ANCHOR CAPACITY ADJUSTMEN I I-UKMULAI: (DP )X ( ANCHOR CAP.,„,— _ANCHOR CAP.— MULLION CAP.,,,. USF 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 MMMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.25 X 3.25• X .824• 1.26' X 3.26• X .624" MULLION FOR MULLION FOR FIELC-MULLED UNITS FACTORY -MULLED UNITS PRODUCT REVISED as camp= with the Flodda ee9dlny C e 17-0630.01 NOA-N Fsplration Date_ S/26/2021 �O .......... 4" " No. 58705 -73 7'r S/ONAL IEN 0` /rrrrlr'i +1 A. LYNN MILLER, P.E. FL P.E.# 58705 . .. . . .• . . .. IS.. . .. . .. .. . . . . . . . . . . . . . •.. . . • . ... .. 1 MOL IZ I IM -- Ion able ) e Opdopry Wdih H919ITt Lbl lolizolla0yspenrdrp mdfiam) 60 In 60 in *in* . In a OF 100. 121 in 140 in 160 in 126 X394 PAcWNelr Leedin9 TrOpRrarq. Leed'",0 RIrAingulr landing TIOpITunp. LOadin9 Neccangldn, Lud'mg T,epidnnp. Ludk,g Reeteltpulr Loading Tep?4eng. LOadnp Ret 10- LasA,'g TmpTdenp. leedOlg R.MN.Ie Leering Tmp77d1np. Leed'up ROclaryule LoedY,p Tnp7 ung Lmdng RaelalFft, LpdNO Teprr,wgn LmdmO Recbnq A- Ludlnp -Prrkeg. LOedlnp 6.624 Alm. Tube Mull o 5 ?� .% .159 ,. ag. 'E �• :E �s .� 5-9>i• a' -2 Ar £ �'€ T U: $ .. gi1f �3 Ygd`c r_,. U5 �S E 8S ECG Pg dre2 c, Pi •t`a' S �i� ie a`2 �€ fa` iL d`,r .. SLR. EE d`cB �O[ 421n 170.0 621 M,1 411 170A 744 1TOA 4" 170.0 B61 1 .4 O0 2 17A 919 *. 11w 7OX 521 170.E VAO 1700 521 1TO.0 1488 170.0 521 170.D 170a 1735 170.0 621 170.0 1283 170.0 521 AB In 170.0 7O8 tt0.0 624 170.1 850 170.0 554 1700 902 t70.O 430 1T0-0 1133 1T00 66/ 170.0 1275 170C 677 170n U17 1700 690 iT0.0 1100 170.0 600 1903 170.0 00 170.0 OUT 170.0 NO 50.625 m 170.0 747 1T0.0 683 1T0.0 990 170A 631 17CD 1043 170.0 6B4 1700 1196 ITS. 723 170.0 1345 170.0 741 179 0 14M 170A 1 7-9 170.0 1793 170 0 759 170-0 2092 170.0 764 170.E 2391 170.0 766 :din 170.0 191 1700 612 1N-1 956 11,18 691 17C.0 "" 170.0 764 ITOA 1276 171.0 B03 170.0 14]4 1R0 837 170.0 1694 170D B56 170.0 1913 1T0.0 Et 1J0.0 2231 170.0 m' 160.2 2403 170.0 661 6C in 1700 995 170A 701 170.0 1053 1700 797 170A 1240 170-0 872 110.9 1417 170.0 944 170.0 169A 110.0 996 1710 1771 1700I 1033 170.0 2125 170.0 1M U83 2163 1700 1063 U3.6 2163 ITS 1063 63 in 1T0.0 S30 170.0 US 170.0 1116 110.0 850 170.0 I= 170.0 $40 170A 1481 170.0 t016 170.0 N73 1701 1076 IT4.0 INS 170A 1122 1509 2463 1740 1169 134.5 2060 1T00 1171 117.7 2060 170.0 t171 661n 170.0 W4 170.0 18S 170.0 I1C9 170.0 903 170.0 198! I70-a IW2 170.0 ISU 170.0 Man 170D 1753 170.0 11S5 170 0 1919 170.0 1210 143.0 196E 170.0 1775 1225 1956 170.0 1286 10/2 1965 170.0 1206 T2 In 1T0.0 1063 170.0 171 170.0 1276 1706 1009 170.1 UBB 170.0 1121 170.1 Too 1TO.0 un 154.1 1734 170,0 1315 134.7 1734 16" i 1386 116.6 1734 156.9 IW 99.1 173A 150.4 1362 N.7 1TU 1602 1352 J T61" 170.0 1122 170.0 43T 170.3 1346 R0.0 lOBO 7615 1556 /70.0 1209 197A 166f 1652 IM 131-1 1555 751.6 1286 117.9 1550 U1.3 1g1 90.3 1656 In.3 1229 94t 1666 122.3 1219 73.7 1656 1212 1216 70 in 170.0 1161 1T0.0 967 170.3 1301 Von 1116 166.6 U77 1693 1N5 136A 147T 162.1 W4 1212 1477 139.1 1206 105.1 14TT t29.5 1131 $0.2 U71 116./ 11C9 7T9 U77 110.1 116B 61.2 1177 1093 1161 08in 1420 1110 146.6 1N 115-4 1114 1225 ON '01.6 11I0 1079 961 195 1110 SO 3 9% 78.9 1110 274 922 71.0 1110 0D.7 9'0 592 1110 71.3 $91 607 1110 SO-$ 071 41.4 1119 627 870 96 in 177.0 97c. R0.3 872 97.5 975 1015 850 83.8 ITS 89.3 B42 732 976 71.6 829 66.0 075 712 017 58.5 975 65.4 667 48.8 975 57A T89 41 A 4/5 121 776 36.6 975 49.3 TV IM in 922 T71 $4.0 696 sts 711 TOJ 6a5 58.7 771 61.3 674 51A 771 64-3 R4 45.T IT 49A sm 41.1 771 64.9 617 343 771 38.9 L12 29A 771 35.4 621 26.7 771 32.4 612 111N 75.7 731 77.3 861 63-1 T30 650 956 54.1 730 66.3 610 473 736 401 631 42.1 7)0 /Ti.O 622 37.2 T30 41.1 614 31-6 730 36.6 Son 27.0 Tin )19 581 23.7 T30 79.5 5B7 120 in 59.9 621 61-C 669 49.9 624 51.2 560 12.8 624 a4.3 912 37.6 624 39.2 5N 33.7 624 763 637 30.0 GN 32.2 631 25.0 6N 2T7 61% 21.4 524 24.5 599 iV 9N 7A5 501 1Me 34.7 433 35.1 403 20.9 473 29A 396 N.e 413 25A ]f0 21.7 133 224 3B6 193 433 20.0 381 17.9 433 iB2 3T6 I AISLC 1 ID AnttlorCapec)ty Table (Ibe) 300{0ale LALUrMO S.6k CO HOW CMU F01e0 COIL FTVI'md 51C B00 1/r 5s ex 5/16"9cO vr55Elc0 61054W 012StOWAnehor 15-�M Clip PetYms Artbar Type. V16'EI[p Mram ilr EYO UR2cm 3't5'E7c0 Ulozrn Yr C9coU1mc0nU6.8" AgaC'9tOf U11XUI ApgEGelOf 9[ne(C9$)3CTIM 1• 2412' 1"'2-v7 3-0/• 1• 2•vz 1'2-v? z. 3.,T8• 7 0.48• OSrSinbedrl4M t.VA- 1.Nr 1J/P I; A' 2'1-Lr 1-v4' I've 1-1/r 6.vr 7 7-38• I3'C 2 M0M8 Oat 475' L1R O.C. I StIO1510 Or OEM COO (M 1) 3w IOs 390 Re 4501bS 690 a ism Os 901ea 2801te 3%1m 7AOIm 376 Ws 664 Its 946lb4 341 Me 442 Be ON m i A ATaROn Q 1.15'MOL O.C./ Surinam (or O03N)CAp 6A 27 4801,0 7W ON NIA WA NIA N`A 380Ire NA WA NIA WA WA M21bs ass He 11201b, I 4AT " a T Min O C / GT3 2,6A196eC01 ffLa 3) 780 DO 7801M 6m Ib6 ISM is INS Ib5 5401u 56D Ix NM TWIN 748 a. 0801hs t002 06 682108 BB51tn 11271W d ArclDn 0.51^Nn. O.C.IU{9p, 0d0 .1CD'A41/1Lff$n WA WA N/A WA N/A NIA WA NA WA NIA WA WA NA WA 1267 Ns 1 A. W 1 FLep ffLg s) 1!>S D6 C06 6x 7Z612s 41s 98 822 w tS6 ob W0. 1401Oe 1771ef Volts187 8n 33110a 479 to 1701G9 221 28D Rs 2AnthoM 01 1.10'MR O.CIF 2400e 3509e NUl WA N/A 1901te WA WA NIA 1 WA 1 .WA 341 Dx 4Q OIt 56Om FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: N** ANGLE CLIP MUST • ♦ BE USED IN PAIRS FIGURE 6: • • TABLE NOTES AW UOI al..I (DP; )X MULLION l-ANCHOR 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 QJALIFY 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 SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANVOR 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 OF SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55, ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF .100" 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 A #12 ANCHORS INTO WOOD MAYBE STEEL, IM SS. OR 410 S.S. 1.25' X 3.94' X 6Z4- MULLION tv r A PRODUCT REVISED as eomplying with the Florida Building Code NOA-Nm 17-0630.01 Expiration OntoOS126/2021 `\ .�aaiiY LY.... . i U10EN'• .��.i * No.58705 ATE i t�s '•�,�ORIOP.'G��. AL A.. A. LHNN NI P.E. FL P.E.* $8705 .. . ..• •... .. • . •• .•• .. •. . . . • .. . . . . ••• . TABLE 12A -- - • • RiAllon CaWa Ta •Ilia 2 x 4 x 35 AWm. TubF 70eStmWle L^A'anB s0 E ^ in tYapliNen4 Lolling d^ $$ fl iLelarlplar LOadnB win �. TnP/frh^0_ lutlnB • 701n Laa•aY yy E �A` Opthin0 • Lmdsp 8 fi - e Bect•gtlu 1mdn9 Aerti g.t sparm" T•Pri8an0 Leadnl a•g nYiporm) III• L+ad�p i s f or taMllion Z Qpening M • I' dg i� H•igM ro . L1 i (for =.. det3 ge hoilzontak 1%M T�p'N". $3 FaMr� 7eJ` mtfill") 120In a � 5ia$ TrWilleR0• Lae•Ig 6 R¢cbnilN• Load110 T__F 140In TnplTn LladnB 0 R ..dingy lnaAg 1%h LLotlatlq. L9aa1p 121n 4e1n SOH2SIn bin %An Qin %S1 T21n 3 76ti TOM %in 501 1061n Lff4l 1roA 1roa 170.0 sx 7% 747 170.0 t70.D 170.0 43s 624 5a3 s� 170.0 17oA 1roA 7U eso %a 1ro.0 170.0 1%0 a7i Sb 831 170.0 A7o.o 99T 170.0 10/8 QO nay 17a.0 P70.0 170.0 170.0 1ra.a 17a.0 170.0 170.0 no 694 140 170.0 170.0 4%2 1131 11" 70.E 170. Ing OR 1 AM 170.0 0.0 170.0 111• 75 1346 170.0 170.0 170.0' 521 677 747 1ra.0 ira.0 170.0 1240 -1 1a84 170.0 170.0 170.0 621 Sao 755 170.0 ATOM 170.0 1488 170D 1793 170.0 170.E 1TU.0 ST 600 Tab 1170.0 17aa 1ra.0 17M 19e3 » 170.0 tro.o Iro.O 521 seo T% 170.0 70.0 17D.0 1993 T297 2391 2350 2680 7%7 2q7 21b 188D 1881 Ing 1ro.o +ro.0 1700%1 Iro.O 1T10 1ra.0 1ra.0 132.7 137.E 521 eao 756 1083 1171 12% 15% 1331 1096 751 67a 94D f002 1178 12W 12a0 AT0.0 1ro0 1ro.0 170.0 170.0 770.D 1f0,0 1278 NiT 1406 15W 1700 1784 1b2 170.0 t7o.0 170.0 170.0 1700 170.0 170.0 I% eH 101E 1086 1228 ABTA 1309 170.0 170.0 ATOM 170.0 170.0 i861 1627 143{ 1594 /073 1753 1911 1%0 All 170.0 170.0 77a0 170.0 170.0 17D.0 170.0 tl7 6% f078 1155 1315 1{21 1474 im.0 17Q0 1R0 1ro.0 170.0 148Jf 137.4 159E 177i 1659 194E 2125 1so0 IN" '70.0 170.0 17a0 1740 '.ro.0 A70.0 1611 101.E 024 56.E 51.8 aae 1033 1722 1210 ABET 1505 1500 170.0 +ra0 1ra0 17a0 14aB 727.8 1145 791] 2125 7231 2738 21b 19% 1%1 1ro.0 +70.0 1ro.0 170.0 170.0 161.E 1l7.3 657 1063 1169 1275 148E 1a/8 1473 170.0 1ra.0 18a7 161.0 124E 10a1 %2 2231 2179 1ss7 2/37 2184 1600 1tb IRO IA.D 1ro.0 1ro.0 Iro.D I54.0 139A so7 1063 1171 12so 1528 lam /459 170.0 1848 145.9 1320 708.2 82A 85,9 770D 170D 770.0 170.0 170.o 170.0 797 e65 930 B71 A. 1122 170.0 1ro.0 1ro.0 1ra.D 7ro.0 170.0 612 701 745 760 876 937 O67 1W.0 1ro.0 170.0 170,0 1ro.o 1ro.0 170,0 W6 tOB3 1116 fis9 1T7a 1346 1361 170.0 1ro.0 tro.o 170.0 170.0 170.E 1ro.0 OAt 797 aso 003 10ro 1%0 -ilia A70D 170.0 170.0 170.0 ti0.0 170.0 170.0 1118 1210 /307 13b tlat 1T0 1817 1700 1ro.0 147.4 /035 11ai 1328 1279 W1 819 170.0 170.E 151.E :%.t 97.3 itU 10% an 632 149.1 122.9 aa3 79.3 139E 1229 871 618 1511.0 19.0 08.0 81.9 1210 1070 eat 019 127.6 1053 74A %.I 13so 1229 071 819 136.0 111.2 171 70.8 Also 1061 aw 60a 111.E V. $4.7 59. 13so 1229 071 01B /21.3 9a9 BBa 629 1179 1044 837 70153.0 8a{ 81.9 57.6 41.9 24.3 13so 1229 W1 919 110.2 89.6 61.8 50.7 1102 1020 623 794 09.5 73.7 StA 471 1395 1229 Wt S11 1147 tole 615 774 743 61A 13,1 39.7 13so 1229 W1 019 80,a 72.T 42.0 H6 IU2 I8'3 7% 796 93.0 S.7 37D 34.1 1]08 1229 W1 O70 aL7 669 U.0 401 710E 977 7S 742 659 1&1 1398 7220 769 6.i t0% 07 724 28A 871 919 4e.0 371716 771 796 046 44.4 20.3 ST7 479 37.7 21.8 766fi6e 546 22.0 474 315 i62 788 tM8 140 10.6 9Q /64 Z7.0 15.8 786 5/6 31.0 17] 641 408 23A 137 786 516 26A 153 6ii 446 no 7S aZ 703 4% 53.9 31.2 7% 646 55.E 3L0 asa 481 471 27.3 7% 545 48-4 28.2 6so 4% 616 4a1 601 38.1 5/8 3T0 ANCHOR CAPACITY ADJUS TABLE 12B Sud 2 clv type: 9'15'Elco Urtl6cOn Art 1 CPPa O3: EOpe O1SMr4r Qra t' 2-Y7 0n0edneN 9rk t0/4' A.Y'r 2 AncNn G 4.IT fan O.C. / 6tardeN erotr0t FIB 1a7' 900IDs 390Ib 4 Archaa 0 - Min O C. I ----' (r pON)C• 010 3) 74D M 740Ib 6 Arc00s ®t.71" NIn O.C. / 3M�n/ (or ppet)C5p Q18 1} B651ns O6'0 IArclen ®9- MM. 4C.' l7) 2v5 Alga C9pi 11R0 5y 780IOe fiAKlan®SMIn. O.C.!R)205A Cipsl lRg 51 1170 Ea 11701Da O Archon�1.81'MIn. O.C.fUCXp, IM0.1T¢AUS1. �7p 77 N;A WA 6 Archon � 06/' M- O C. f UC0a gA10 A25*AI M M 8Y' NIA WA 2 AMMn®26r Mn 0,CJ FC1p(Rg OA 3700» 3701m Mcho'copa41Q rclRe Tabl. ObH) 33t Cdtc Hc6mr p,1U_ V4'EIc3 UNracM 1' 2-v2' 1-114• 1-Yr 354 W 74D 9a NIA ®S ite MIA 790163 N/A 76D IDS NIA titl M6 WA WA NIA WA NIA 9/8106 N/A ODDIm I e Mai V4'Elcc 1" t914^ 45C qs 63C IN 75A IDS 69D I% 1020109 NIA NIA 3151DS 3791bs _..._..__......�...�r��crsunnnnrl__...___._ Ut®C0n 2-112 t3V SW WS 146511E 194E Ib 15hU If8 2'aN ae WA WA 743 as W31I8 918'E1ca U� SV8' z III I0S 142E Nfs W A 18B6 M 18kb NW NA 712 Ra 141A 1'16'EItO Y 1AW z7o an N/A NIA xS _ 41A VA NIA NIA Utn[^.n 2-vr 1.114- 2ti1 Ab 500In lr3 hs SfiD IM 64DbI WA WA 2%8x 33311E UI'66 ENo A97eGZa 2' 1.114' 37 IW NN NIA 71A IDS 1122109 __NIA NIA NN\ 947E FYo UAIM. }718' /-714' ma V4•S EM S CD Algls(iaer r r 948 ra W8U el I :HO Steel $cnsM (() 0.46" 148- 34110e •171ita6 *M Sc1M'Ri51 0.5C 1.'Y3' 442Ib B651Ee WQ sksl Scra/(C,� 0.72f wncs 560IOe 8%lee l WA ! Bm lb9 137L Ms WA NIA WA 1802 Er 2893 d>s WA 6521b5 1D221Ne 6ffi Bn 1@21Dc MIA 7123 61f i68D ID3 tt81 Ins t6B011a 1327 a0 8B5 MS ':32T AB WA 073 WA 140Ib N/A WA N/A 3411Ds WA 4121b4,.,. 6841Qt --- 21 A11 .. '.LID Ib NIA WA NM 511108 Bd08A _.._�,.. 7 ArxMS�1?t'Mln DCI F{11p 070. 10K 479M 52r Is NOTE: FOR THE OFFSET CLIP, USE THE SAME ANGWK I -A I I m AND ANCu iv FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • MI FIGURE 5: FI FIGURE 7: FIGURES: FIGURE 9: 1F�IGURE 10: ANGLE CUP �• g . (FIGURES S I�^'II IIppI1 • MUST BE USED IN PAIRS.. CIRCLED VALUES ARE USER IN I HC CAAMTLC.. Jnt=c FORMULA: ANCHOR CAP.,,,,,,,,,,, (DP-) X ( ) =ANCHOR CAP.. MULLION CAP.,,",,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN I I IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) CF 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. 2) LINEAR INTERPOLATION 13ETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 2'-23. HOLES TO BE DRILLED 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 SPECI=(CATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK LNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE W ITH AN SC, OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.0W 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 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 1 S-8 S.S. OR 410 S.S. PRODUCT REVISED as comp)ying with the Florida i3ullding Coda NOA-Na. 17-0630.01 erzpiration pate QW26/2021 By miaml-0I01m, ProductConfro * . / 140.58705 %po •'' sT rE �'�•��, T �s1s/ P,t mOP. •lop, /7/7 ONAL E 110 A. L406, NuO, �T, P.E. FL P.=.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • -- .... M ion � bN► �a81= • • • Opening 10Adth (fofterti kA a t V n#onW or HeIghlilfor h7 -rq nlilioro) So in W in TO In W t • 901n• 000 1 1201n 140 In 1 W 0r 2 x e %.26 R•ewwlr L�n9 TnP/t'd•n4 L_b g R.cta1011r Lo•d•9 TI•p7Td•np. L-*V R.et. go. Losang T7.vM m. lmdrq %otanpJer Londna TfWTd••9 Lm&V Rxtrlplr Laedro TrwTha+9. Lmdro yo1.n0Jer LaednO Ttap"MarrO. L 9 R•culgJorr La•a0 7)aPlTlf9no. L••dro R..WW LoadnO TaplTIMng. LOO�'o R•c+W+l• ^• TWIII 0 LA°d"D Alum. Tube Mo a4 .. gFill z:W"R z�d s�rc°a s 42in 170,0 ego 170.0 425 1m.0 744 1A0[73 17a0 688 17D.D 5W im.0 992 1701 sIS 17a0 1116 Im.O W 170.0 1240 170.0 521 170.0 14f0 170.0 521 170.0 171E 170.3 521 170.0 19e:1 1m.D 621 49N 17n0 7W 170.0 $24 1m.0 eW 1m.0 170.0 932 Im.D e3D 170.0 1133 110.0 601 1700 1275 i7a0 671 170.0 1417 170.0 680 170.0 1700 170.0 BW 1m.0 1983 Im.] eeo 1m.0 21'87 1m.o' eW tm.0 7Q 1m.0 58J 1m.0 606 170,0 +70.0 1048 7m.0 881 1m0 1/W 1A0 723 170.0 1747 1A0 147 1m.D 1484 1m.0 Ise 1m.0 170J 170.0 758 im.0 3082 Im.O' 75e 170.0 2301 1A0 75e 1A0 797 17a0 612 1TDA 970 im.0 170.0 1110 170.0 754 1m.0 127E 170.0 &D 170.0 1434 Imo M7 17o.0 ISM 170.0 SSB 110.D 1913 170.0 801 170.0 2231 1m.0 801 170.0 255D 1A0 W1 fm,0 MB 170.0 ml Im.O 1063 1m.0 170.0 1240 170.9 870 im.0 1417 170.0 W4 170.0 1584 1A0 OB5 170.0 i771 1m.0 1033 1100 212E 1m.0 1063 1m.0 2478 1m.0 1003 1m.0 2533 1m.7 1067 r76 170.0 030 170.D 745 170.0 Ilia 170.0 17110 1302 170.0 940 1m.0 1488 1m.0 '015 170.0 1673 170.0 1076 170.0 1859 170.9 1122 1A0 2231 1m.0 1188 17C.0 2803 1mA 1171 17C.0 287E 1m.7 1177 C170.0 770.0 g/} 1967 170.0 170.0 780 870 1m.0 170.0 11e0 1277 170.0 1m.0 1m.9 174D 11W 14e6 170.0 170.0 f002 7116 im0 1m.0 1558 1700 1m.0 1m.0 1058 1228 170.D 170.0 t17J 1913 Im.O 1m.0 115E 1315 1m.0 1A0 1848 212E 1m.0 1m.0 1210 1367 17aD 1740 2370 2550 iA0 1m.0 127E 1488 1m.0 770.0 2727 2975 1m.D 1m.D 1788 Ise 170.0 7m.0 2117 9400 Im.7 Im.O1 1288 1530 J 1740 1122 170.0 937 170.0 1346 i-a 170.0 1570 1T0.0 1200 /m.0 17W 1m.0 1322 170.0 2079 7m.0 '421 1m.0 2243 iT3.0 150E /70.0 78ff7 im.0 1829 1m.0 1140 Im.D 1194 170.0 33a1 17U.0 1705 9 min 170.0 11b1 I" 067 170.0 1361 17o.0 ilia 17a0 1b11 170.0 1250 110.0 1942 1700 1309 ITD.O 2072 Im.O 1474 1T40 2302 170.0 15W 1m.0 2/87 170.0 +700 Im.D 3723r17MO.D 17/7 470.0 1803 1m,D 17BB 17a0 1325 170A 1144 170.0 15W 1m.0 132e iA0 1869 170.0 1428 1700 212E 170.0 1653 11a0 2391 Im.P 1703 170A 2850 Im.0 1010 170.0 3100 Im.O 212E 150.0 7417 2273 7389 M17 1m.0 D61 goIn 170.0 1417 7T0.0 1232 Vito 1T00 170.0 14W im.0 1887 173.0 1622 1m.0 2251 173.0 1704 170.0 25M Im.O 1952 170.0180.0 31N 1mA 23J5 /77./ 3198 20.0 5789 178.7 2/2G108 in $70.0 1591 1m.0 1408 170.0 191J 170.0 1617 1A0 i231 tm.0 1070 170.0 2550 170.0 2W6 IW.6 2781 im.0 2271 148.3 2781 1e1.9 2333 123.8 27.1 140.! 2281 105.9 2781 02.7 2781 118.0 21W 11t in 7700 1BD8 1m.01lSI 170.0 10W 170.0 17D0 170.0 2287 170.0 1D32 170.0 2F11 7m.0 2740 IS1.6 2532 182.J 2247 130.0 2872 140.4 2218 110.E 2602 12B.4 2185 07.8 2832 41:3MO5 e5.1 2632 106.3 20861201n 77a0 17T1 1m.0 'See 1m.0 3±?b 170.0 te50 /5l4 2T57 159.9 1901 114.1 2252 41. 141.4 1984 12a1 2252 1271 1938 108.1 7lS f10.i 1BteDal 22522 676 224 e1! IB08 1441n 125A 15e4 125.6 '.443 104.3 /764 tas.l 142E $0.4 1501 111_4 1407 7e.2 1681 1700 80.E 16W 72.3 IS71 82.8 1584 87.7 133e 521 1584 50.0 1330 44.7 1sW 4B2 J9.1 1781 l4.4 1283 TAB E 138 _ Anchor 9ubb•Ir. 23k COMnb Copecilip 3.5t Cana. I Table Ibs Holm CJdU WeO CMU PT NWd MeW _ ' to 55 111 1!4'SSEboS'1C Eko1/4. 38 Ehe 0108t•d 012 Shd #12 St" AneloT lTl1.: 3/19• Boo Ullnew 1/4• rm. Ulbmm 1'16- Eboj'fi Moo LM-- �� A/preG•mf 9aew (G5) SenM(G>) Sue•((i1) Anchor Cip PaflemsEdo. MG., ,r 2, 8' t• 1-1/2'1' T 2-]a- r 7-t/K r 0.48 0.34 0.32!•E,thed.ml Ong T1-3N' 1.3N' 1-314' I.i/4'7-V4' 174'rWA /-Vd• 1-114' 2' 1381J�'8'2 MI10nG 4.7s W. 0.G ! Sta dnd a 07t•t Clip (F0. I82): 3W Ibs 3B0 roe 46C b. NO It. rWA 7M #M %.3741t. 3041be44216. 5W IGrtO.-./9rrtlard (a 01.•t)C7b 0"b'): 730 b. 7W Ih. BOIba e 3/0 be ba 74BIb 12M Ilo 1B02 b. OBI fW 8851b 11201faC./81n Nno (a 0160p CIp D'19 47 118oW1400 b. i070 b. 2595 IN WA IA WA NIA WA 13031be 177016. 2240 IM.C2.5 A.9b Clp!(Fp. Sp 7WN 7W 0• BW b. 1560 INA 74810n 000 R• iM21W OB21b. 8e5 bs 1117Ip.O.CAnue Ct. /94 OT. 158010. 1 15W ib. 1360 IW 3120 ro. IOW b. 11�A ISM IN 1408 ro. 77W d 7784 Id 1303 b• 17/0 be 22401b. 12 AnMa. O.C.,' (2)bs Anpk Cip. / ft 7): Im im 2i0D IN 1440 IN 3TW IN WA WA 13201ts WA WA NA WA 201s Om 2054 is 3300 IN WP WA WA WR WA WA NIk 14301b. ANCHOR CAPACITY ADJU91 MGN 1 FVHMU- (DP",) X (VAN CHOR CAP.,a,,,,,,\ . ANCHOR CAP., ULLION CAP.,..,,..,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRFW CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM T"HE TABLE) OF THE SE-ECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 4 AMhon .175' WA WA WA WA WA _ B Amhd.QD.WMb.G.C./UL7ip, Into .775"NMI. FYA WA WA WA WA WA WA WA WA NIA WA WA WA 28B7 IM h--2000'-'- 2 AMha. ®4.88° Mln. O.C/ F471p IFlB. 10):: 90C Ih. 390 Am 4$0 b. BBP M 1g18 rob T701K ZW IDs 9341bd 7401ba 3741ha 8781ha WB M M7 Ih. 4411b. 360 M d Aroha. 1.71' Min. O.C/ F-CJIO Eq. 11):; 580 be T00 roe 705Ibu 1290 bs wA WA dm Ib. WA it7lb. WA NIA WA 812 Itb 8851b6 1120 67. .250" NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANC ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES FIGURE 1: FIGURE T FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9: FIGURE 10: FIGURE 11: t ) 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 MTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • •• • 3j 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 RESTRICTKJNS SHOWN ON FIGURE 0: FIGURS 6: FIGURE 7: SI IECTS 21-23. FIGURES SHOW SUGGESTED APPROXIMATE HOLE LOCATIONS. ANGLE • • • • • • • • CUP 4j SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED • • • • • • • • 5- O YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-75 AND BE A MINIMUM OF .12E MUST OL THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO • • • • • • • • USED IN BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW PAIRS. 2' X fi' X .2S THREADS BEYOND THE MATERIAL. 19'10 S #12 ANCHORS INTO WOOD MAY BE STEEL. 18.8 S.S. OR 410 S.S. MULLION PRODUCT REVISED Bu•n ilding ode comp Ing lntth the Florida NOA-No. 17.0530.01 t:xpimbon Dato 05/26/2021 LYNN * ; No. 58705 ' -'b jj %0� SZ-TE;L (V 910N �N±. A. t7YDJJ4 0 l,RO, P.E. FL P.E.# 58705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . I ACLt 14A - - - • N Ypl• Ca a b • � • Opening wim nrlNev mlllorx►or Opening HalgM &or "nh1r1gmLG0m) so In 6U In 70In 6o In dome • • • 1000 120 in 1401n im in 1.26" ppafyiybr L9dlre TWTdad. Loag 9' Reda.Vji. Lo'dbg 7,gp/frarU Lodb9 RadrlWlr Loading TraWmng. 1�9 ReeYin9el' Loading;w-mv TuWrftro RadareWar Loadlre TMWTd-M Lodrg R4 WG-br Loire Tr4WT49ng L4adre R9c1are01` Ow iN T"PTA•1g L-dry %&.molar LadkV Tnp"Td- LmdIV Re1111"lw L9dlre TMOT-l9 Loadre 12.11" x.125"Alum Tube Noil it 42n 144,21 528 167.0 428 1 1212 5W 14&9 419 1o&o 529 1389 414 90.1 62S 1358 411 801 We 1341 AT TZ 1 156 1341 All 00.1 525 134.1 411 61.3 We 134.1 411 1 45.1 1 5M 134.1 411 49 in 1000 333 do,5 403 94.7 30 WA 40 W4 =0 804 403 a1.4 317 69.7 403 79.1 315 4l3W630�283 4 40.3 AM 76.8 314 34.5 403 Tee 314 W.2 403 70.6 314 rA.e28 In 91.0 30' 68.8 362 79.3 294 5&6 362 71.9 289 51.5 352 672 296 46.7 302 54.8 � 41.23 34.f 3B2 63.5 2B3 21.4 392 635 263 25.7 3B2 635 289 11, W2 26t 4d,, 318 67.7 2. 42A 111 135 2M 37.1 310 608 250 319B 2B.a 318 49.1 24a 20I-.7 2d.2 319 19.7 24B 2t) 31B 49.7 210 1n $3.1 210 M.2 258 46.7 214 26.3 258 40.7 210 W09 20 37.2 201 Zi.S 26B 31.9 104 2l7w m.a 2e322 260 322 2M 1" 258 322 201 53 in K2&6179 46.6 210 350 234 391 10 30.5 234 34.7 1922&7 234 316 189 237 234 29.4 led 21.494 lTa1B3 15.J 234 28.5 1B3 13.9 234 2&fi 70:4BRIn 39.4 183 31.0 213 M.7 1T9 25.5 213 29.B 170 232 213 27.0 173 2a6 213 25.1 '7I id.6d 15.6 213 222 167 13.3 213 220 tab 11.1 213 220 100 72 in 30.t 165779 25.8 752 20.4 179 225 148 t7.9178 203 147 16.9 179 187 '.46 78 in1 14.4 140 2o.a 161 21.8 137 17.4 181 19.0 136 15.2 161 Tern 225 162 133 18.d '62 19.9 131 'a' 152 '7.5 '28 -ABLE 148 81Mede' 2.7k CMtMft ry 135k corc_I W.W. CMU _.._._._. RLd CMJ PT Nu06 Mda AMhW Type 316^Eko UMcm Vl ErcoURrxm 5116^Ek0 191rxm 3/t6•EkoUAracon 1/1•F7<n latecm Vd 98 Eko Agpe[ielor 5H6'Elco �� 1/4"SS Eto A{gefi3Ltf 8k)SLW Scnav (05j p12 SIN screw (361 ri73tPPJ 9casv Lp6) Anchor Clip Pa1116m9 Eoje Dwnrce9r9 1' 2-t.7 1' 2-712' 3710' 1• 212• 1^ 21IY 2 3-t/B° 2' 0.48^ 0.5r 0.924^ E111GN78v4 13�4' �4^ 1.Y4' tOf a t yr 1-tu^ t-t7r - t-vv t-IM" t-v4• 2 1-3M- 1318' v8685 4 Am00rs ®3 d9n.O.C.1 (Q 315AIglo Ci%5 / t1 780106 7dO be 6d01h 1Ra 104 tB9fi b9 6'0 MD b6 WA 76D Ifb 74D 101 1 8409b IidB2 6r 602 M B85 3E 1480 1m 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. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTFIS IS ALLOWABLE FIGURE 1: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SF1C[TS 21-23. • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 43 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12T THICK AND A36. 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. ANCHOR CAPACITY ADJUSTMEN I roNMULA: X / ANCHOR CAP._.-% _ANCHOR CAP.- l 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 MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALJFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. r1.266"1 2.116' r TTr. 125' 126" X 2.11' X .125 MULLION (INTEGRAL FIN MILLION) i C) -, cf) N WI PRODUCT REVISED a9 Complyl 1M1A the Florida Bulldiny Code NOA-No. 17-0630.01 Expiration Bate 05/26/2021 By M1am asroduct Control ~ 11nulr/ ENV D NIV * No.58705 ' -'O; � ; ATE a �, -_ lopiON E11t. . A. LV6 U11 ,R. P.E. FL P.E.t# 68705 . . ... . . . o r .. .. . . . .. .. . . . . . . . . . . . . ... . . . . ... • M1mon C•psdfp7 b ( • • Op• iftiq dlh m 0ra - ng H•ighs(forrodoxdgN-6parti g nU9are) bum 00 In 701n win 901n 1 In in 140N IN In 326" 30 %ftmiyla LO-M Trep•IOanQ --ft -e Miwr uoft -p- no LaednO Pads•Aa LOdn9 T749/TM.V LOWng Fi t r4LA8r LMdnO m ".% Laidig Rwt4n•da Laodn9 TmoiAai. L-ft R•M4n•AOr Longing +d 7rg170ar10. Looft Rwraa✓ tr 1O4 11mcfTd". Lo4dnp P-1gro3a Lo4M9 TWWVI nF I drg RO-'14nPAa LOWI• TInpilli 9 L dno DEG. AL SAYMULL (5 8 z'� r �` 3 y#¢ �d r ��ty P� R§¢ dd Ly 43_ 5 s�. r �E € 8 ac ,g' d_ s� �' � `R i D 3Q B 3 �$ � g � p E s� p �S� `o �� s�. D iI� iO • � $ a!� 2 {$� 6� E -Y$¢ �d • a ", �� ... � aS •� 1L Zg F•t �d tr u a .-. �� ¢3 1ik3t 2d �65 S� v ." � D 3 § �� rg da 6 �g a`rI fi zE� D _ 3fi e�i �8 '�3y Z� _ Ep@ d8 �, � p gp� 1p7 ^ 3 5 i� '�' yHS-¢ Z8 42In 170.01 SM 170.0 435 170.0 744 170.0 475 170.0 008 170.0 506 1".0 992 170,0 612 170.0 Ills 170.0 527 170.0 1M0 '.70.0 521 170.0 521 170.0 1T35 170.0 S21 14.1 1749 170.0 621 45In 170.0 7W 170.0 524 170.0 ON 170.0 651 170.0 992 17D.0 030 1TO.0 1133 170.0 M IITIA 1273 170.0 077 IMO 1417 170.0 ON 1522 0 8B0 130.E I= 170.0 ON 114.2 1572 170.0 NO 50.625In 170,0 747 170.0 493 170,D NB 170.0 00 1700 1018 170.0 OM 1-,0.0 1195 170.0 72d 170.0 1340 170.0 747 1642 1443 170.0 750 116A .E 756 117.3 1443 170.0 75S 1028 110 176.0 758 54 N 170.0 797 170.0 $12 170.0 N5 170.0 491 170.0 1116 170.0 754 170.0 1773 170.0 8¢f 160.4 1353 172.0 837 144.3 1353 170.0 558 12113 .0 JR3 501 103.1 130 170.0 B81 903 1763 170.0 N1 BON 1T0.0 M 170.0 701 170.0 1093 170.0 797 1670 1216 173.0 078 146.I 1Z70 170.0 9M 120.0 1218 150.E 938 116.0 1219 1521 924 97A .1 913 83.5 1218 145.1 9I3 73.7 121a f461 91J 83 in 17110 93C 170.0 745 170.0 1110 170.0 $59 150.2 1150 111&0 sal 131A 1150 153.0 914 118A 1190 141.0 IN 105.1 11S0 134.2 085 07A .7 871 75.1 11S0 1282 670 E57 11SD 1282 OM Win 170.0 974 470.0 1B0 1324 1MS 165A 881 130.6 1045 148A 804 114.3 1040 133.1 ON 101.E 1048 123.4 839 SIA 1045 1186 030 762 .4 6'A 652 1018 1062 818 571 1MB 1082 818 72M 140.6 NO 141.4 704 1174 ON 126.0 748 1006 680 110A 734 88.0 am 100.0 722 762 a50 92.D 712 70,4 tm0 W2 M 58.7 083 !OA ON M5 no 44A IN 74.4 808 J 701n 119.7 790 125.1 890 OB.J 7B0 10a.4 678 05.5 790 93.7 663 74.0 700 03A 69 08.5 7911 780 843 sB.B 790 71.7 535 492 790 85,1 B-s4 Q.6 790 62.1 618 77A 790 6tA 0/7 78N 110E 7W 115.5 807 92.3 7W 961 6M 79.1 750 65.0 032 60.2 750 77-1 821 01.5 760 70.6 012 55.4 M M7 ON 492 7M SBA 594 39.6 750 55.2 588 34.5 7w M: 5a6 80In 721 SW 74.1 500 80.1 589 82A 491 51.5 583 $4A 483 46.1 553 453 4-M 40.1 SW M.4 468 36.1 5W 108 462 30A 603 90.2 46Z 25.8 683 33.3 4b 71A 86] 3f.r 442 9DN S•.4 495 61.1 443 49.5 495 61.6 425 42A 4B5 44.8 427 37.1 486 35.9 421 33.3 495 36.1 415 29.7 405 33.2 4W 24A 495 29.1 UO 212 495 26.6 394 18.0 1B6 26.t 7B0 1M in 41J 301 42.6 N3 34.3 391 3111 34a 29.8 301 31.1 SQ .-1 311 27A 111 23.2 391 24.9 333 20.9 391 22.8 320 17.4 391 19.7 321 11.9 391 17.6 315 1111n 38.4 370 39.2 3S5 32.0 370 330 3W Z/.3 379 20.8 325 24.0 37C 25.3 SW 21.4 370 22.8 315 192 370 209 312 190 370 16-1 WS 120N 30A 317 30.9 289 26.3 317 26.0 2St 21.7 317 22.5 300 19.0 31T 19.9 I70 16.5 J17r17 273 1M In 17A 220 1T.8 203 I AULC 100 Anchor CapticIty T•bl• e Bubstata: 2.7k C- MO I&Sk Caw. Hot" OAU Filed CMU PTNboE MMd 910'Eko 1/a^99 Eko 5116'Eko 1M86Eho f106tW •126Mw 012SW Anchor Cop P•IIemO Awlnr i 7a 3I79" EI00 L60aaan 1/4' Ebc lJlpaaal won &t6" Ebo UlOwon 1/4' Eko U•aem A90eca5=r unrmon A90re0aror S.- (05) so- (W 5crea tm) Edg. 0latim-(N7 1' 2-172' 1' 2-U2' 3-1/0' 1' 2.12• 1- 2-12' r 3-1l0' r 0.48• 0.54" 0.32P EmMdoaM N 1J'4' 13t4' 1. /4" 15r4' 2 1-1/f 1-1N" 1-1N' 7-1N' 1.114. 147r 2' 1-30 LSAT" Nrin 3 Malg4 @ S MM1 O.C.: R)'45 Able C1pc / (Fl9. 17 300 tr 3900n 490 8n BBC 0a 1700 m 2T0 TA0101 354 IG 740 •t 371 Ib 7I0 Sn 94e b 341 la M21he 'M Poi 4 Archon @ 3.5' Mrl O.C. I p)?y5 Anpb CLps / (Flp. 27 780 d T80Ih 790 •a 10701b 2325 M 0/0 b SW 0• N/A 71201b 74B Ihs 980 0a i892 9• 6B21be eC51hs 1120 bt 6 Menua 2T1'Mn O.C.7(2)Zi5 Argl1 CSps /PiO. 37 fI201bv 17201W OSO IW 22481M 72511b4 NM 8/00x WA 10581b NIA 132C E4 WA t0221bB 1327 to 15000a FIGURE 1; FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION EETWEEN 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. FIGURES SHOW SUGGESTED, APPROXIMATE I IOL.E LOCATIONS. L) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUTFILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90, WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 8063•T5 AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (1a GAUGE). STRUCTURAL. STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EMEND Al LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 6 ,Y12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. (DP-) X MULLION CAP.,,, ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS 1OWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A Mit ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30' DAY MULLION 3.2 i Z W 0. �� rU5� w LU Q Q 0 Z zz PRODUCT REVISED as complying with the F"dtla Building Code NOA-No. 17-0630.01 Etlpir•tion Date 05/26/2021 By % NI•m • roduet Control ♦1111i 1111 /r LICENSE'. ` % Ty. ; No. 58705 10 O 'ONAL 00" . LYwaILER, P.E. FL P.E.1158706 . • ••• . . • ••• .. IS:. . . .. .. . . • • • . • • • . . • - - - emr • Opening VNdth (Tor19r5ca arrirg mUia*or &w ng Height rho rtirg mlRons) 501n 801n M M In • 601n • 000 100• 1IN In 1A0 M 160 E 326" 46 DEG. AL Rrnlengia La." TgJBlorq. �g R Wq-dw Leedirg TmpTriene. Leedin9 Rednsat Laa6g Trep+lesm, Loadng RacbnWv Lodding TPWTd-ro Loading Re-enpOa I Leading Twmeep L04dn9 aBAYMULL•a• IOKYrpdx LOedn9 TnplAmq Wed" rmWpOlr L-am TupMk g. Lwdtg WNenpJm Loadng Top-W, Lo6dtg R*-ngL- leedit9 TWTd-V l.cedrq IgTill 11 jot 42In /70A 829 1700 C5 170.0 744 17110 473 1XI) U8 170.0 506 170.0 0M t70.0 519 I7Q0 1115 170.0 Y21 170.0 1240 1760 521 170.0 1486 170.0 521 170.0 1735 170.0 521 1S01 1971 1710 521 43. 170.0 700 170.0t7- 170.0 650 17110 5114 170.0 992 17C.0 830 170.0 1133 170,0 681 IXII! 1275 17 () 677 170A 1417 170.0 650 163,7 1937 170.0 660 140.3 1037 170.0 MO 122A 1037 179.0 ON 50.6Em 170.Oj 7Q IT0.0 170.0 age 170.0 a31 170D 104e 170.0 684 170.0 1106 170.0 TZI 1701 1345 170.0 747 110.0 1494 1700 7W 147.1 1552 170.0 758 125.1 1552 1701 755 110.4 ISW 1TO.0 755 541n 170.D 711 111.0 170.) V6 11C.0 691 170A 1116 170.0 754 170.0 1270 170,0 005 170.0 1434 170.0 $37 1662 1466 1700 856 120.3 145S 170.0 887 110.8 1455 170.0 Mi 97.0 14M /701 W e0b 170.0 885 17C.01..0797 170.0 1240 170.0 a76 157.1 IWO 170.0 1144 139.1 1309 170.0 990 1Z5.7 1309 163.5 994 104.8 13M 157.1 002 80.6 13W 167.1 982 75.8 1209 167J03 in 170,D 030 170.0 1700 1118 170.0 660 182J 12t7170.0 940 1425 1261 1645 963 126.7 1247 1510 W5 114.0 1247 144.3 952 95.0 1247 1352 a10 61.4 1247 135,7 935 71.3 1247 135.7 035 h1 170.0 074 170.0 170,0 1180 17C•.0 OW 148A' 1190 _e8 1837 905 129.0 1190 147.9 045 VISA 1190 IWA 1128 103.9 1190 128.4 Ott 681 1100 119.5 695 742 1190 115.1 893 E49 1190 118.1eS47.9489 13 1010 160.E 134.7 1010 144.E 859 11&4 1010 IZ72 542 101.0 1010 114.7 lin ee.5 1010 105.0 617 80.8 ioio 06.0 807 67.3 1010 00.8 795 67.7 IC1O. $7.8 790 50.5 1010 87.7 7M 37.4 On 143.6 7M 114.5 906 1=0 776 pal 9M 107.1 761 a,5.9 WO 962 749 70.3 906 86.2 7W 06.7 900 82.1 729 57.3 008 74.7 710 42.1 111 71.2 710 420 age nl.0 706 a Ts7.1 eel 132.5 7W 105.0 Mi 112.E 738 00.3 Bat M.6 725 79.1 661 MS 713 10.0 681 81.0 703 63.6 681 754 894 53.0 861 06.1 NI 40A 001 045 675 39.7 0e1 077 072 T 60 95.4 514 08.9 848 72.1 5" 5v 50 MID 554 61.7 64 5.1 545 48.0 US 50J 537 41.4 646 470 530 34.5 so 47A Sill 29.5 846 382 511 25.9 W 36.5 507 .2 SM 70.1 508 56.6 5W $9.1 40 48.7 505 51A 491 426 SM 458 4W 37.9 5811 41.4 470 34.1 US 3&1 470 28A US 33.4 459 26.3 Ede S&S 452 21:3 SM 28.7 447 in In .97.9 449 489 406 39.2 449 412 3W 3U2 449 35.7 303 29.9 440 31,7 331 25.5 449 28.E 382 Z3.9 419 ID.i 377 210 449 22.7 380 17.1 449 20.4 361 15.0 449 10.9 358 4.1 425 45.0 365 36.4 425 37.0 379 31.5 42S 328 373 270 425 29.1 357 24.5 425 282 362 22.1 425 240 356 10.4 425 20.7 S30 15.8 4254.9 361 70.5 331 29.1 J04 29.0 la! 24J 301 25.0 321 21.8 U4 218 317 %4 344 20.5 313 17.6 W4 167 309 0.Z 253 Xrl 233 18.1 253 17.1 230 Anchor Ca TahkCho) a•traM: 27k cancrate 3.51, C=. P.R-CMU Feed CMU PT Weed MNN Anchor CIS Patters AmW Type: 3116• Ebo UI7•een 1/4• Eko l/benan 5me, she Illb'BeM _ _ 9116' Eko ull-an I W Eke UrM01 V4. 36 Ek, A1ro•oNo Sne'Elc" UNmcan 1/4"ASEho A7We(Gakr B10S1.1 6tmw (G5) 812SID ito:ew Ir2s) M2 Sled 5'u4er (GS) Edge De'm0e 0nk 1' a1f2' 1' atrr 31w 1^ 2-0fC 1• aim 2' 3-7/B' 2• 046• ase 0.324• CmOecmer40nk 1914• 1ar4' 1-3R' --131d• 2' 7-V4' 1-714 1.1/4 1-7!<• 1.1 M• 1.7/4 2' 14Ve- /dl6- ledge -W-b. 2 Aoct 0 5• Mim O.O / (2) 215 Angle CLIP I (FIO. 1k 300 390 bt 050106 8901h6 1700 be Z70 6s 380 Ba ]54 e,e 740 Am - 974 'b 72D Iba 046Ibe 341 v . M7b 4 k.t- 0 3.6- Mn O.0 / W 2r5 Att9a L99e / (Fp. 2} - 780 W 7b b 790 be 10701he 2525 W 54a :ba 580 Oa WA 1120lE 7481h6 BBO b] 18M be 0621bP 665 ae 1120 Ipe 0 AnW=m Q 271• Win- O.0 / P) b5 Andle Ceps I FI- 3k 11201M 1 1120 ba 1956 •e 72461he 2264 b N/A 640 0a WA 1019 Bx WA t320 ma WA 10221be 1327 I !ON !be FIGURE 1: FIGURE 2: FIGURE 3. ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SFE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 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. FIGURES SHOW SUGGESTED, AP-ROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FB1ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUL HERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6003-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" TFIICK (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, 010 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (tea) X ANCHOR CAP.,, =ANCHOR CAP.,,,, MUI.I..K)N CAP.,,,,,,", USE THIS FORMUI ATO 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 SELECT=D MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2!5. PRODUCT REVISED as eenplying with the Florida 6ullding Cod• xQ4u4o. 17.0630.01 Expiration Date.AS/26/2021 LYE IV NIy No. 58705 = o � ' lij �� •.• TATE F (V ` SYoN.tt. •IF A. L/YNryli 1j'plEi�, P.E. FL P.E.# 68706 rTJ UJI x CD amj • ... ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • • • • I-1.D00"-1-1-1.250"-1 s "' • • • • • g • x4-' T • • • •a�o • • -1.zss -I ` ••• • all, o �-j 1.000' r- -�-( 1.000' r-- • .125' k � ram, .125' .125" r 2.730'25" 3.125" 3.188' 2.750" •125' LO .125" .125 • • • ••• •• 2.116"LO 2000' 2.00D" ••• • • • 265'Z+r.125 z126" • • • •r .500" .375' 3Y' L• • •' I .900" I °' O 1"X 2'X 125' MULLION VX2'X.375"MUL ON 1' X 2.75X.376'MULLION PX2.75"X.650"MULLION 1"X 3.125"X.S"MULLICN 1.25X 3.1W'X.2W MULLION 1.26"X 2.11'X.125'MULUON 8083TO ALUM. 6063-TS ALUM. 6083-T6 ALUM. 6W3-T6 ALUM, 8061TO ALUM. 6063-T6 ALUM. 6063•TO ALUM. Q )(SECTION X-SECTION XSECTION XSECTION X-SFCTION X-SECTION XSECTION A m rn 0 }-{ --.1' STANDARD CLIP 2.000" 16063-TB ALUM . )(SECTION I r.125" q 5.500" CIIT HERETO .375" .375' 3.125'---�1 -CREATE F-CLIP,SEE MIN. MIN- DETAIL F, SHEET 4 I STANDARD CLIP 0063-TB ALUM. CENTER OF ANCHOR HOLE MUST LIE TCPVIEW L WITHIN TIIE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ V16". \ 5.500"'j .375" MIN. .375- MIN. ---- ------ I I T____-____-_- I I I I I B I I I 4 D C) OFFSET CLIP .125' 6063-T6 ALUM. 1 TOFVIEW l-, -T fl 2.125• U-CUP SM3-TB ALUM. T-X-SECTION 125"J ` J.740' F� 4 ---i 39B° MlN. A U-CJP 6063-T6 ALUM. TOPVIEW ZWC-NTER OF ANCHOR HOLE MUST LIE THIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + We'. TABLE B 2X5 ANGLE CLIP W63TB ALUM. 2.)0 )(SECTION 125" 5.DOO .376" MIN. 2X5 ANGLE CLIP 8063-T6 ALUM. TOPMFW TER OF ANCI IOR HOLE MUST LIE WITHIN THE �OASHED 80UNDARY. SEE SHEETS 6-98 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER * We'. Mull Dimension (sheet#) PGT Part # Mullion Sid. Clip Offset Cllp U•Glp jAngle Clip 1" X 2" X.125- (5) W605 666113M 6661118M 666243M 666511 M V X2' X.376- (6) 666006 666114M 6661119M 566244M GM12M 1" X2.75" X.375' (7) 66607 W6115M 6661120M OM45M 066513M 1" X2.75" X.65G"(5) 66608 686116M 6661121M 666246M 666514M V X 3.125" X.500" (9) 86637M 6861116M 6661114M 666242M 666515M 1.26' X3.188" X.285" (12) 66641M 8MI117M 8861113M 666241M 666516M 1.26"X2.11"X.12S"(18) 69370 WA NIA NIA 666517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET, 2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimension Value On) For Mullion: A 1.625 1' X 2' in . Aluminum Tube Mullion B 2.654 C 0.895 D 0.740 A 1,125 1" X2" X.375' Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 l" X276-" X 375 Aluminum Tube Mullion B 3.000 C 0.757 n 1.118 A 1.312 1' X 2.75" X .650° Alumirxlm Tube Mullion B 3.000 C 0.47e D 0.836 A 2.000 1' X3.125" X 600° Alum Tube Mull B 2837 C 0.W3 D 1.137 A 2.625 X.2 X3.188' X .285" Alun Tube Mull B 3262 C 0.862 D 1.762 A 1.813 11,26- X 2.11- .121' Alum Tube Mull PRODUCT REVISED 11 em g with the Florida Building ode NOA•No. 17-0630.01 Expiration Date 05126/2021 MIamFD Prodoet Contro \\1111.�, �Oh1Y-LYN!V . ��,.•- c1cENSF ��l� * No. 58705 S TE F .:•4 F •-tORIOI".. rr �� A�L'`�A7o E- r' FL P.E. 8705 -1 1.00(r tow �- )" 4.00(r .125 126" .125 .375 •,1"X4`X.725" 1'X4'X.375' MULLION ; MULLION eos1 T6 ALUM. ; 6053-TS ALUM. • X-SECTION XSECTION 125'X326'X AW 125X 3.25'X A24" MULLION MULLION W05-TS ALUM. 600546ALUM. X-SECTION X-SECTION 2.661" .125 1'X4'XJ76" 'r4AIX.LM 60e346 ALUM. X-SECTION 1250" 3.1 4' ADD, _1 --I A w 1- - 1.25" X 3.9C X .62C MULLION GWS-T6 ALUM. X-SECTION T .226' G--.9e1'-4 . . ... . . . ... . . . . . . . . . . . . ... . . . . .. . • • • • • • • .74w • ........ .....w w o...i .. .....9 f........, •, I•••• ••• • • • • I • • I .125' STANDARD CUP 2.000" 6003-TO ALUM. I 2.125" • • • • X-SECTION U-CUP • ' • • • 1 • • • • I SM-TO ALUM. • . • • .125" X-SECTION • • • r 5.500, -3.125 CUT HERE TO .375" .375 -�I - CREATE FdCLF, SEE MIN. DETAIN. F, SHEET 4 r---------------I I I ( I I I I I I I I I I I I I I I I I I I I I I I 1 I f 1 I P I I 1 1 I I I I I I I ( I I 1 1 I I 1 1 I I t STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063.T6 ALUM. WR10N THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10.17 FOR THE ANCHOR O.C. SANCEMAXMUM1III ANCHOR HOL1E DAEANCHOR DIAMETER *1MII 6'. 5.5 .37 I11I .376" MIN. 2.25w I 1 I I I I I 1 I 1 I I I I `--- I G OFFSET CLIP .126' 6063-T6 ALUM. TOPVIEW NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11. 13.15, 19 b 20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2.00(r L 2X5 ANGLE CLIP 600SUM. ECTI N %C-CTION •12S caV U ZtV r, CENTER OF ANCHOR HOLE MUST LIE WrrHIN THE DASHED BOUNDARY. SEE SHEETS 10.20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER -1/1W. 375 CENTER OF ANCHOR HOLE I MUST LIE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 10.17 Ir FOR THE ANCHOR O.C. DISTANCE �j;/- MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1n6'. U-CLIP 6063-T6 ALUM. TOPVIEW TABLE C Dimendon Value (In) For MuBlon: 1 C4" X O 1.000 .125" AhmhW H 2680 1 3.000 Abe Mullion F 3.167 1"X4"X G 0.757 .375 AlLmkem H Z430 1 3.000 Tube 6'T" F 226D 125' X 3.26" G 0.760 X.10w AkrNmm H 1.500 I 3.250 Taxi MuUon TABLE D r--------------------- 1 I I 1I 1 1 I I I 1 I I I I I 1 I1--------------------- TABLE C, CONT DImemlon Value 8n) Far Mulllon: F G 1.935 0.500 1.25 X 3.25" X A24" Alm0num Tube Mallon H 1 1.438 3.260 F G 2625 1.125 1.25' X 3.94" X.624' Ahmt ml Tube Mullion H 1 1.500 3.250 F 2.013 30'Ba Mal F 1 2.875 46' Bay Mu6 4MIN. 2X5 ANGLE CLP ..'.T. ALUM. TOPVEW 1011 j Mu11 Mm*nelon (Met n POT ►art# Mullion Bid. Clip 06Mt CNIp _ U-CUP Angle Clip 1" X 4' X A25' (10) am 666111M NSI122M MU41M 666616M 1' X4 X.3?V (11) 66610 SMI12M 801123PA 066242M NUiSM 1" X! X.375' T (I1) 1.25 X3.26• X.10w (13) 1.2d'X3.25-X.62P(14) t16063 101@W 0312 20141120315 WaI I2M 6661127M SMI128M 6011123M 6661124M t166112SM 666242M 686241UM 6692411M ttt6019M t1665IISM tN65115M 5.25 Xi64' (15) 20162 6661117M 601120M 6e0241M NW17M >0 Oel1m (19) 666/f WA WA WA 6605110M 45 0a0neM 66660 WA WA WA 6885111M PRODUCT REVISED •s complylny with the Florida sw=p Code NOA-No.17-0630.01 P ga-tlon Date 05/26/2021 NIA a 04 entro Z I z aJ 111111111II� '� .•' V1GEN@F'• � * No.5B705 NAL ` G� iASSrO MILLER P`E. FL REM 58705 Mull Dimension (Sheet#) PGT Part A Mullion Sid, Clip U-Clip Angle Clip 2" X 4" X .25" (18) 886D2 666261 M 668271 M 66651127 2" X 6" X .25" (17) 60604 666262M 666272M 6W5113M •. ... ... . .. . . . .. .. . ••• . . ... . . . . .. . • • • • • ••• I STANDARD CLIP ..CUP 6063-TB ALUM. H 6063-T6 ALUM. X.SECTION 2.125"X-SECTION NOTF�: • L--0- 125" 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING • • • • ••• RESTFICTIONS GIVEN ON THIS SHEET. • •DIMENSIONAL SEE SHEETS 1&17 FOR SUGGESTED, APPROXIMATE••I • • , • , •2) • •, • • • --1.490"--I HOLE LOCATIONS. 1.490' 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.500' CUT HERE TO 3.500" CREATE F-CLIP, 37S �2.000' ,375' SEE DETAIL F, MIN. MIN, r-3HEET4 �. 1 ------ ------- 1 I I 1 I I 4.000" 3438" .250" 2-X-..- I MULLION 6OMTe ALUM. I I X-ShGTION I I / I L_ STANDARD CUP / CENTEROF ANCHOR HOLE MUST UE 6063T6 ALUM. 250" LLL_ WRHIN THE DASHED BOUNDARY. SEE TOPVIEW r-2000'�1 SHEETS 1847 FOR THE ANCHOR O.C. �-DISTANGE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116". 5.500" CUT HERE 70 3.500"�^I CREATE F-CLIP. ,375• .MIN.SEE DETAIL F, MM. r-SHEET4 MIN. ___ _______-i I I I I I I I I I I 1 I I I I 1 1 I I I 4.686' 5.436" I I I I I rx6•x7sI ' I MULLION 8083-T6 ALUM. I X-SECTION STANDARD CLIP e063-T6 ALUM. TOP VIEW U-CLIP, 6063•TS ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE GASHED BOUNDARY. SEE SHEETS 18-17 FORTHE ANCF.OR O.C. . DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16 375' I I r 5.438" I I U-CLIP 6063-T6 ALUM. USED FOR 2" X 6" MULLION. SHEET 17 TOPVIEW 7X5 ANGLE CUP e063-Te ALUM. 2.000" XSECTiON .125" �5.000' 375' MIN. F--------- -- -- � . I I I 1 I I I I ' II I I .375' MIN. ° 2X5 ANCLE CLIP CENTER OF AWHOR HOLE MUST LE &XG-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER . 1/16'. 2X5 ANGLE CUP 6063"16ALUM. TOPVIEW .375' MIN. PRODUCT REVISED as co.piying with the Florida Building Code KOA-No. I T-0630.0.1 Expiration Date 5/26/202•I By Miam' a Product Control .375' * - _[MIN. -U %1 %�Q� •.. STATE(V •' i ins �'•:t,60RIDi`..•'G�� AL I' A. LYI(M M111L611, P.E. FL P.E.# 56705 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . EXAMPLE 1SINGLE VERTICAL MULLON THE BUILDING SUBSTRATE IS V40WN TO BE jVOOD V4U FOUR SIDES. THE WINDOW FRAME DEPTH IS 2.1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +60.OP80.0 PSF. • • ^v 1) INITIALLY MIN(•+ AT A V WEE ANLRON IS SUITArw.THEj4U1*lON LENGTH IS 72" AND THE OPENING WIDTH IS 32'+32+1" =65-. REFERENCINGSHEET 25, THE COLUMN USING • NO ANCIHOKS N HEAD RECTANGULAR OADIN MUS1%E Ed. S" THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1W AND WILL MEET OR EXCEED THE REQUIRED �^ Y DESIGN PRESSURE OF 0.0/-80.0 F. I Tj Tf LE DOES9IOT SMOVWHE EXACT SIZE, USE THE NE)CT LARGER SIZE AVMLABIE FF SEEFROM TABLE 3A.. SHEET 7, THE 1•X 2.75• X.37SA MU LLIONTLIbbTH �2" OPENING WIDTH = 70) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS -"8.3 PSF AND WOULD ', IS EAR NOTBE SUITABLEFORTHIS APP_ICATION. eZtj 2:1 FROM TABLE 4N SHEET 8, 7HE V X 2.75" X .650• MULLION (LENGTH - 72', OPENING'WIDTH = 70') HAS A DESIGN PRESSURE OF +L72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE TT OPENING AND MpYTiCUSL@D IMTHIS APPLICATION. h��aTHE /yI�j10R CAPACITY REQUIRED OF 838 LBS. C4 LENGTH 2) USE TABLE 48•LTTDjEItSNC*ORRYPE, AMCH6fbQUANTI6Y AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) Al2 ANCHORS AND THE 2X5 � V ANGLE CLIPS WITH 4ja1 CANQ101h H:VE� eAPAafY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP IS EASIFR TO INSTALL. Z �+N W • • • ! • • • • • Q = DETAILS, 3) VERIFY THE DESIGN PRESSURE ORTHE PEN0%TIa-RdN PRC�UCTS USED WITH THIS MUL_ION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, WILL sHEErS APPLY TO THE OVERALL ASSEMBLY. FINAL. DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 2,3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. LL .4 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 636LBS. ALTERNATIVELY, W o NO ANCHOR9IN WINCOYJ SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF 60 PSF: r�i W l 32'yG WIDTHTH (60 PSF) X ( 7 P f 1 = 524.9 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) z g y f= THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2-3/8'. THE OPENING REQUIRES A 11c DESIGN PRESSURE OF+50.0/55.0 PSF. J � Q r- r FOR THE VERTICAL MULLION: Z a N 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32•+72'+1'-106- AND THE OPENING W DTH IS 36"+3V-1"=73". RFFERFNCING SHEET 25, Q Z THE COLUMN LSING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS A- LEAST THE WINDOW FRAME DEPTH OF 2-3/8' AND WILL N (1)i � MEET 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. 07 J a EXAMPLE 2: MULTIPLE MULLIONS W (L SEF DETAILS, FROM TABLE 3A, SHEET 7, THE 1' X 2.75"X .375- MULLION (LENGTH = 106'. OPENING WIDTH - 80") MEETS THE DEPTH REQUIRES, HOWEVER THE DESIGN PRESSURE IS+/•45.1 PSF D_ M == MULL �+'In1R-1f-•-/-SHEETS24 AND WOULD NOT BESUITABLEFOR THIS APPUCATION. FROM TABLE 12A, SHEET 16, THE X 4' X .250" MULLION LENGTH = 108", OPENING WIDTH = 80) HAS A DESIGN PRESSURE OF+/-54.7 PSF WHICH EXCEEDS THE REQUIREMENTS IL IL Z o FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. .yg � 3z' / _ -SEE SEE BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" 70 THE WIDTH OF THE MULLED LNIT, THE ADJUSTED OPENING WIDTH IS 36'+36'iY=74•, NOT 73" AS PREVIOUSLY $ $ &_ 1 F-NESTRATIDH DETAILS, PROIXICT5 SHEETS ASSUMED, VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THS ADJUSTED OPENING. ALTERNATIVELY. THE WINDOW WIDT7'.S MAY BE REDUCE,U TO MAINTAIN PRODUCT REVISED APPROVAL 2�4 �- THE 73"DIMENSION(35-112"+35-172•+2'=73). ILF`LYL as complying with tho Florida 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY ANU CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS QXAMPLE, ASSUME THE POURED Building Code e,ERTlta-1 L CONCRETE HEADER AND SILL ARE 6" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE W, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17.0830.01 USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE UISTANCE OF 2-1/2- GIV=3 AN ANCHOR CAPACTfY OF 1050 LBS YMICH IS GREATER, AND c Expiration D� OS/28I2021 MULLION ` -� SEE >—SEE THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OT B71 LBS. LENGTH > By - '— A DETAILS, DETAIL E. OPENING SHEETS 2-4 SHEET3 FOR THE HORIZONTAL MULLIONS: C Mi•m1-0 ds Pro ICf Gont1• HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4" X.250" MULUON, IN THIS EXAMPLE WE WII I MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER FOR MULLION TYPE COU'_D BE CHOSEN. co UL, O N, �/ MULION �/ ,/. 1) THE MULLION LENGTH IS 3B"AND THE OPENING HEIGHT IS 32"+/2•-T=10G. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAfi LOADING MAY BE (1 USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X, 25D' MULLION (@ LENGTH = 42', OPENING HEIGHT -120) HAS A DESIGN PRESSURE OF: +A170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE. OPENING AND 161AY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAILS, 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TY?£ REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" SHE WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE V, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 7X5 ANGLE CLIPS WITH ---` 2J (4)3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF V GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED w 1 I I 111 • / ANCHOR CAPACITY OF 521 LBS. 1W, HDRIZ. 3B', MOFIZ 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULL'ON, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHOR ��,•' LIGENSf WILL LENGTH MULL LENNC4TF4 CAPACITYIS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,. FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS-THE Ig P, •• I- OPENING WIDTH FOR VERTICAL MULL ANCHOR TYPE IS A #12 STEEL SCREW. V * : No. 58705 FROM THE ABOVE STEPS, OUR MULUCN DESIGN PRESSURE IS: -0 * - +/-64.7 PSF FROM THE VERTICAL MULLION; f +/-170.00 `" % O �ty� - F' PSF FROM THE 36" HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION (INTERSECTION). +1-170.PSFROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; S ATE ® T ••.. A, 4(/� THE LOWEST DESIGN PRESSURE IS+/-64.7 PSF AND WOULD APPLY TO AL_ OF THE MULLIONS. _ �(CS '•. �ORIOP.•' GN VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WTH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENES (RATION a �"/,,'10NAL e ` PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. NiIWALLgR, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.# 58706 SH/DH SHICH PIA i� IPANEL O .. .. . . . .. .. . • . • . c . . . ••... • .... EXAMPLES OF RECTANGULAR LOADING: • • . • • • .. .. ... .. .. ;. • . • . . /pN �L I 1 I _ I LOADING OF VERTICAL MULLION LOADING OF VERTICAL MLLJON j 31LL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS I I EXAMPLES OF TRAPEZOIDALR•RIANGULAR LOADING: r. LOADING OF VERTICAL MULLION givd, // I a1 ��I LOADING OF HORIZONTAL MULLION PW PW i i I, it LOADING OF VERTICAL MULLION m L U) W .,C=Q PW n CO (7 0 Y X V ¢ O O a i �mg SHIDH 0 / PRODUCT REVISED as complying wRh the Florida Busding Code 17-0630.01 NOA-No. Eapirati n Dates 05/26/2021 sy-d{7�Ep LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MJUJON - Nia Pro ucd 4 Control NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. / Z) IF THE LOADING TYPE CANNOT DETERINUSE ` aOpY LY/VAj4,'.,Be PVJ / RECTANGGULARLOADING. e\•' �,iCENgF `: - 3) SEE PRODUCTS' APPROVAL FOR * ;' NO. 58705 * ACTUAL ANCHOR LOCATIONS. _ � poi•.. d�.• �: LOADING OF HORIZONTAL AsLONIIiIM`Ih�`op P E. MULLION FL P.E.1i 58705 �IN1,01