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WS-18-1776
Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit No. WS-6-18-1776 Permit Type: WindowslShutters Work Classification: Door Replacement Permit Status: APPROVED issue Date: 7/23/2018 Expiration: 01/19/2019 Parcel Number Applicant 11300 NE 2 Avenue Number: Landon Studer 1121360010160-26 Miami Shores, FL 33138-0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone CeII BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) DADE CONSTRUCTION CORP Phone (786)564-7623 Cell Phone Valuation: Total Sq Feet: $ 4,000.00 500 Type of Work: INSTALLATION OF 2 STOREFRONT DOORS No of Openings: 1 Additional Info: Classification: Commercial Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $2.40 $2.00 $2.00 $0.80 $110.00 $60.00 $60.00 $9.00 $3.20 $249.40 Pay Date Pay Type Invoice # WS-6-18-68079 07/23/2018 Credit Card 06/28/2018 Credit Card Amt Paid Amt Due $ 199.40 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building Review Structural Review Structural 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, M CHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certi construction and zoning. Fut Authorized Signat e: 0 ner the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating authorize the above -named contractor to do the work stated. J-e�1�, `►' eV thiCZYn0-0 Applicant / Contractor / Agent July 23, 2018 Date Building D - • - rtment Copy July 23, 2018 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION tgi BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 11300 NE 2ND AVENUE City: Miami Shores Folio/Parcel#: 11-2136-000-0050 Occupancy Type: FBC 20 Master Permit No. CC-3-18-667 Sub Permit NoV V (� —1`474(Q ❑ REVISION ❑ EXTENSION ❑ RENEWAL I1 CHANGE OF CONTRACTOR L(1ncCoh sl-oa.4 County: Miami Dade CANCELLATION ❑ SHOP DRAWINGS Zip: Is the Building Historically Designated: Yes Load: Construction Type: CBS OWNER: Name (Fee Simple Titleholder): Barry University Address: 11300 NE 2ND AVENUE Flood Zone: NO NO BFE: FFE: Phone#: (305)899-3790 City: Miami Shores State: FL Tenant/Lessee Name: Email: Phone#: zip: 33161 CONTRACTOR: Company Name: Dade Construction Corp. Phone#: (786)564-7623 Address: 13372 SW 128th ST City: Miami State: FL Qualifier Name: Jonathan Cuesta State Certification or Registration #: CGC #1520491 DESIGNER: Architect/Engineer: Ventura Architecture zip: 33186 Phone#: (305)298-5952 Certificate of Competency #: Address: 11870 W State Rd 84 #C14 City: Davie Value of Work for this Permit: $ 4,000 Phone#: 954-423-1362 Square/Linear Footage of Work: State: FL Zip: 33325 500 sf Type of Work: ❑ Addition ❑ Alteration n New Repair/Replace ❑ Demolition Description of work: Installation of 2 Storefront Doors in Landon Bookstore Specify color of color thru tile: Submittal Fee $ /n Permit Fee $ ' t� Scanning Fee $ Radon Fee $ CCF $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ `E7o - . W �l CO/cc $ a G Notary $ Double Fee $ Bond $ Q� TOTAL FEE NOW DUE $ ( ' - IG . 10 (Revised02/24/2014) Bonding Company's Name (if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address N/A City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of com for the first inspection which occurs seven (7) days after the building permit is issued. inspection will not be approved and a reinspection fee will be charged. Signature The fo OWNER or AGENT egoing instrument Awas acknowledged before me this day of �U�tib , 20 4 2 , by Q,ic'J ii.p'T/ WL. , whois oersonauy Im, t me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: P aei'Notary Public State of Florida . Jeffry J Yao My Commission FF 188481 Expires 11/12/2018 01 APPROVED BY (Revised02/24/2014) * Signature The for 25 me or identific ncement must be posted at the job site he absence of such posted notice, the CONTRACTOR rument was acknowledged before me this J u.�1 _'� , 20 T� w o is personally known to as produced as on and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: S-en Kec, =y ill% '''= Commission # GG186946 4cE _,.:6 " Expires: February 18, 2022 y'7a�a, `' Bonded thru Aaron Notary ***************************************************************** t07/0)1K Plans Examiner Structural Review Zoning Clerk 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 Fixed 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 his 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 (N , A). Ackno ner Signature I. Date Print Name �nccfh�n CL.-rts+-a Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") • Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity 'Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors,, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" Wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than l x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 COVER SHEET Wind Pressure CaIcuIations Project: Landon Student Union Building Bookstore 11300 NE 2Ave#101A Miami Shores, FL33161 Infinity Engineering Services, Inc. 14746 SW 60 St Miarri, FL 33193 Tel: 786-287-3922 www. Infin ity6ng. us CA# 26963 Michae Brito, PhD; PC PC# 66360 • • • • • ••• . • •••• • • •.•• • • •• •• • • • • . • • • • • • •• • •• • •• • • • • • • • • • . • . . • • • •• • • •• •• • • •• . • • . • • •••.• • • • • • •••.•. Bookstore, 11300 NE 2 Ave #101A, 7/12/2018 Miami Shores, FL 33161.xmcd 1 of 2 DESIGN WIND PRESSURE FOR WALL COMPONENTS & CLADDING ASCE 7-10 (C&C < 60 ft ) Wind speed (mph) Mean Roof Height Risk_Category := "II" Exposure_Category = "C" Kn =1.00 V = 185.mph h = 25.ft Kd = 0.85 KZ = 0.95 qZ:= 0.6.0.00256•Kz•Kt•Kd•V2• I2=42.24•psf ft2 PRESSURES Aj = 1.00 Zone 4 P4pj = 49.8 •psf P4nj = -54.1 Zone 5 P5pj = •psf 49.8 •Ps• • . • . . .. . • ••.. • • • • • • •• •• P5n. = •psf• • • •• . -66.7 .•. • • ••.. .•• • •• • • • • • . • • • •.• •. • • • •. • • • • • ••.... • • • • • . • •.... • •• • • •..... • • Bookstore, 11300 NE 2 Ave #101A, 7/12/2018 Miami Shores, FL 33161.xmcd 2 of 2 BOOK STORE LANDON STUDENT UNION BUILDING 11300 NE 2 AVE #101 A MIAMI SHORES, FL 33161 GENERAL NOTES: 1. OPENINGS TO HAVE DESIGN WIND PRESSURES OF +49.8 / -66.7 PSF. 2. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH 2017 FLORIDA BUILDING CODE & ASCE 7-10 (V = 185 MPH, MEAN ROOF HEIGHT = 25 FT, EXPOSURE CATEGORY C, RISK CATEGORY IV). 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. ALL PRODUCTS TO BE INSTALLED AS PER THEIR NOA OR FLORIDA APPROVAL. 6. REFER TO PRODUCT APPROVAL FOR SPECIFIC MATERIAL INFO. 7. ALL PRODUCTS TO BE HVHZ APPROVED. 8. GLAZING ON AND AROUND DOORS COMPLIES WITH 24064.4.1 & 2406.4.2 OF THE FLORIDA BUILDING CODE 2017. 9. ALL GLASS TO BE SAFETY GLASS (CATEGORY II). 10. ONLY OPENINGS MARKED ARE PART OF THIS PERMIT. 11. 1X WOOD BUCKS (IF NEEDED) TO BE ATTACHED USING 1 /4" 0 X 2-1/2" TAPCONS 4" FROM ENDS & REST @ 8" OC. 12. EXTERIOR PERIMETER TO BE SEALED WITH DOW CORNING CONTRACTORS CONCRETE SEALANT. 13. TOTAL AREA OF OPENINGS 180 SQ. FT. RECEIVED JU� 1 3 018 BY:� INDEX / 1 COVER & INDEX 2 PARTIAL FLOOR PLAN 3 ENLARGED ELEVATIONS WINDOWS & DOORS SCHEDULE 4 TO 8 DETAILS -1-D Miami Shores Village APPROVED BY DATE ZONING DEPT 4.i "' DG DEPT rI L3 F L� If (' f l n CnMI'I IANC WITH ALL ,1AII ANI)COUNIY(MII.FSAND REG(ILAT!ONS ALUMINUM OUTSWING FRENCH DOOR- L.M.I. MANUFACTURER: ES WINDOWS, Leg • • 1: SERIES: ES-9000 FRAME COLOR: WHITE GLASS COLOR: GRAY •••• ••• • • • •• • GLASS COMPOSITION: •••• • • GL-1: %6' THK.=Y4' GRAY HS.+0.090• NEL+•Yf' CLEAT: PIS'QLfiSS GLASS LOW-E: N.A F.A: FL#22527 •. • • • • • • •• •• •• •• ALUMINUM WINDOW WALL SYSTEMI.LM MANUFACTURER: ES WINDOWS, LItC. - • • • • i SERIES: ES-8000 • • • • • • • •' FRAME COLOR: WHITE • • • • GLASS COLOR: GRAY • • ••••• • • • •' • GLASS COMPOSITION: • • • GL-1: Ms' THK.=Y4' GRAY HS.+0.090" PVB.+Y4" CLEAR HS. GLASS GLASS LOW-E: N/A F.A: FL#17897 •••• • •••• • • •••• • •••• ••••g EXTRUDED ALUMINUM TUBE MULLION- L.M.I. MANUFACTURER: PGT INDUSTRIES,LLC. N.O.A: 17-0630.01 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 INFINITY ENGINEERING 14746 SW 60 St, Miami, FL 33193 t: 786-287-3922 www.InfinityEng.us CA# 26963 MICHAEL BRITO, PhD, PE FL #f6360 124.0-18 MG-01-OF-08 REVISIONS DATE DESCRIPTION: //// //// ///// //// /%%//�:,/! ./ // /. a s/ / SCOPE OF WORK A 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 DRA\PNG CHECKED FOR STRUCTURAL REQUIREMENTS ONLY. PARTIAL FLOOR PLAN SC: 1 /16"=1'-0" 14746 SW 60 St, Miami, FL 33193 t: 786-287-3922 www.InfiniityEng.us CA# 26963 • • • • • •• • • •••ID. • • • • • • • • • • • • • •. •. • •••. .••• . • MICHAEVB 110, PhD, PEEL WS6360 ;••:t?�-Jut-13 • GENERALCORTRACTOR: • "• • • . •• • • .•.• • • • • • • • • • • • • • • • • • • • • • 4 •••. 4 •• • • 4 • • • ••• • STRUCTURAL ENGINEER: ARCHITECT: PROJECT: BOOK STORE LANDON STUDENT UNION BUILDING 11300 NE. 2ND AVE.-LANDON #101A MIAMI SHORES, FL, 33161 8120NW84ST MIAMI, FL 33166 PH: 305-470 8284 FAX: 305-470 8285 www.mrglasswindows.com info@mrglasswindows.com TITTLE: PARTIAL FLOOR PLAN DRAWN BY: D.G. CHK BY: DATE: 06.11.2018 PROJECT No: SCALE: 1 /16"=11-0" No. ORDER: Q-28283 • SHEET No MG-02-OF-08 REV. REVISIONS: DATE DESCRIPTION: 6 ACNHORS CLUSTER AT EACH SIDE OF DOOR MUWON 4() SECTION 'A' SECTION 'B' OPP. O OPP. I 1 1 (i I -IL I) 6 ANCHORS CLUSTER AT EACH SIDE OF JAMB & MUWON • 3 \ o 6 ANCHORS CLUSTER AT HEAD & SILL /- 34314' D.LO. 75Yr DOOR W. 147Yr TOTAL W. 148v4' M.O. 34y4' D.LO. 6 ACNHORS CLUSTER AT EACH SIDE OF DOOR MUWON OPP. OPP. t7 2" x 6" x 1/4" ALUMINUM MULL. 1 VI I w I!YWE� WSW 6 ANCHORS CLUSTER AT EACH SIDE OF JAMB & MUWON 6 ANCHORS CLUSTER AT HEAD & SILL 1014' D.LO. 75'T DOOR W. 99v7 TOTAL W. 10034 M.O. 18v4' D.LO. SECTION 'A' SECTION 'B' 1, O EXTERIOR WINDOWS & DOORS SCHEDULE SERIES MARK QTY. TYPE FRAME FRAME COLOR GLASS COLOR GLASS TYPE AREA F.A WIDTH HEIGHT ES-9000 A 1 ALUMINUM OUTSWING FRENCH DOOR—L.M.I 147 1/2" 85 3/4" WHITE GRAY GL-1 12648.125000 FL#22527 ES-8000 ALUMINUM WINDOW WALL SYSTEM —L.M.I. FL#17897 ES-9000 B 1 ALUMINUM OUTSWING FRENCH DOOR—L.M.I 99 1/2" 85 3/4" WHITE GRAY GL-1 8532.125000 FL#22527 ES-8000 ALUMINUM WINDOW WALL SYSTEM —L.M.I. FL#17897 ES-8000 8.1 1 ALUMINUM WINDOW WALL SYSTEM —L.M.I. 99 1/2" 48" WHITE GRAY GL-1 33.1667 SQ. FT. FL#17897 TOTAL 180.2517 SO. FT. A 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 DRA/6NG CHECKED FOR STRUCTURAL REQUIREMENTS ONLY. INFINITY ENGINEERING 1 14746 SW 60 St, Miami, FL 33193 t: 786-287-3922 www.InfinityEng.us CA# 26963 • • • • • •• • • •••• • • •••• ••• • • • • •• •••• • •••• • a• . • / • • • • MICHAEte- ' •, PhD, PEFL 66360 ••••f3-Jul-1R i • • • •••• • •••• • GENERALCOOrTRICTOR: • • i 31 IT • • • • •• • •• • • • • •• • • •••• • STRUCTURAL ENGINEER: ARCHITECT: PROJECT: BOOK STORE LANDON STUDENT UNION BUILDING 11300 NE. 2ND AVE.-LANDON #101A MIAMI SHORES, FL, 33161 MR . GLASS DOORS R WINOOwS INC. 8120NW84ST MIAMI, FL 33166 PH: 305-470 8284 FAX: 305-470 8285 www.mrglasswindows.com info@mrglasswindows. com TITTLE: ENLARGED ELEVATIONS WINDOWS & DOORS SCHEDULE DRAWN BY: D.G. CHK BY: DATE: 06.11.2018 PROJECT No: SCALE: 1/4"=1'-0" No. ORDER: Q-28283 SHEET No. MG-03-OF-08 REV. 0 REVISIONS'. DATE DESCRIPTION: CONCRETE 3 KSI MIN. co LrT ES-9000 G01-27-432 GL-1 ( L.M.I) Q'd 1/4" SETTING BLOCK TYPE: C 5/16"x 5" DIA. ULTRACON BY "ELCO" DIRECTLY INTO CONC. 2" MIN. EMBED INTO CONC. 3-1/8" MIN. EDGE DISTANCE MIN. EDGE DISTANCE 3-1/8" SHIM SPACE DETAIL:1) � �4 ES-9000 G02-27-433 ES-9000 ALUMINUM OUTSWING FRENCH- L.M.I DETAILS F.A: FL#22527 ES-8000 ALUMINUM WINDOW WALL SYSTEM- L.M.I DETAILS F.A: 17897 NOTE: • SPACING AS SHOW IN ELEVATIONS. • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH / ALUMINUM COLORED SILICONE. GL-1 ( L.M.I) \ \ / // // // M ES-9000 GO1-27-432 d TYPE C #14 SELF DRILLING SCREWS ST/ST. INTO METAL STRUCTURES 8' THK MIN. a" MIN. EDGE DISTANCE -U OUT LP ES-9000 G02-27-433 GL-1 ( L.M.fj DETAIL: 2"x6"x%4" ALUMINUM MULLION TYPE: D 1/4" DIA.TEKS OR SELF DRILLING SCREW ST/ST INTO METAL STRUCTURES 1/2" MIN. EDGE DISTANCE 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. INFINITY ENGINEERING 14746 SW 60 St, Miami, FL 33193 t: 786-287-3922 www.InfinityEng.us CA# 26963 •' • • • • •• • • ••• • • • • . •••• �... •••• • ••• • • ••.• MICHAB!•B" 40, PhD, PEFf 4i6360 •••• •• •1�Jui-18 ,., • • GENERAL CORTRACTOIE: - • , • A • • • • • • • • • •••• ••.• • • • • • • • • • • •• • • • ••••I •• • • • • • •• • STRUCTURAL ENGINEER: ARCHITECT: PROJECT: BOOK STORE LANDON STUDENT UNION BUILDING 11300 NE. 2ND AVE.-LANDON #101A MIAMI SHORES, FL, 33161 MR . GLASS DOORS R WINDOWS INC 8120NW84ST MIAMI, FL 33166 PH: 305-470 8284 FAX: 305-470 8285 www.mrglasswindows.com info@mrglasswindows.com • • • • TITTLE: DETAILS DRAWN BY: D.G. CHK BY: DATE: 06.11.2018 PROJECT No: SCALE: 6„_ 11-ON No. ORDER: Q-28283 SHEET No. MG-04-OF-08 REV. 0 C42 REVISIONS: DATE DESCRIPTION: M.O. FROM BOTTOM OF RECESS DETAIL OUT • io trT <0 • c e 4 4 a 4 e a e LP 4 O 3 s " MIN. EDGE k DISTANCE \5 � GL-1 ( L.M.I) O ES-9000 G02-27-433 SETTING BLOCK ad e ADA THRESHOLD 4 e ° 4 CONCRETE 3 KSI MIN. e °4 a ° a TYPE "C1" (AT SILL) 6' x 2" ULTRACON BY'ELCO' 14' MIN EMBED INTO CONCRETE. 3a " MIN EDGE DISTANCES INTO CONCRETE. ES-9000 ALUMINUM OUTSWING FRENCH- L.M.I DETAILS F.A: FL#22527 NOTE: • SPACING AS SHOW IN ELEVATIONS. • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH / ALUMINUM COLORED SILICONE. GL 1 (L.M.I) SIDE BLOCK ES-9000 G02-27-433 OUT ES-9000 G01-27-432 ES-9000 G02-27-433 DETAIL ES-G03 E27118KN 13�4 1/4"0 BOLTS WITH NUTS AT 6" FROM ENDS AND 18 2' O.C. MAX. H GL-1 (L.M.I) 4' SETTING BLOCK Nil OUT \5� 1546. 37/16 I\\ll 1 7,7 37%6„ OUT GL-1 (L.M.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. ENGINEERING INFINITY 14746 SW 60 St, Miami, FL 33193 t: 786-287-3922 www.InfinityEng.us CA# 26963 MICHAEL ITO, PhD, PE FL #66360 12-Jul-18 I GENERAL CONTRACTOR ,l, STRUCTURAL ENGINEER: ARCHITECT: PROJECT: • • • • • •• • • • • • • • • • • • • • • • • • •• ••as • • • • • • • • • • • • • • 'BOOK STORE LANDON�•ISib'IT UNIVN gUltDING • • • • 11300 NE•.2NtrAVE.-LAN190N #101A • • • Mlip11'1NORES, FL, 33161 • • • • • - • • MR . GLASS DOORS R WINDOWS INC. • -• P.2vagr 84 sr • • MIAMI, FL 33166 .•• Pk-1;EQ9-470 82•84 FAX: 305-470 8285 www.mrglasswindows.com info@mrglasswindows.com • • • IRO TITTLE: DETAILS DRAWN BY: D.G. CHK BY: DATE: 06.11.2018 PROJECT No: SCALE: 6"=1'-0" No. ORDER: Q-28283 SHEET No. MG-05-OF-08 REV. 0 • • • • • • • REVISIONS'. DATE DESCRIPTION: 1— z w 2 0 _ m w Z 2 • SECONDARY SEAL NOT BY MR. GLASS MIN. EDGE DISTANCE / 3" a ° a 4 a 4 a d ° • a a ° ° a ° SILICONE DC-795 ES-8009 M a 1 ° a. d ° ° t3 NCRETE 3 KSI MIN. ES-8009 SILICONE DC-795 EXTERIOR SECONDARY SEAL NOT BY MR. GLASS a d a 4 L a. CONCRETE a 3 KSI MIN. ° a 4 4 . L TYPE: C 5/16" DIA. ULTRACON BY "ELCO" DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED 3" MIN. EDGE DISTANCE a ° ✓ J a A ° 1/4" SETTING BLOCK ES-8010 BULB SEAL MIN. EDGE DISTANCE 3" ° a • • CONCRETE 3 KSI MIN. DETAIL ES-8010 BULB SEAL 4 CONCRETE 3 KSI MIN. GL - 1 (L.M.I) 1/4" SETTING BLOCK DETAIL: TYPE: C 5/16" DIA. ULTRACON BY "ELCO" DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED 3" MIN. EDGE DISTANCE GL - 1 (L.M.I) 1/4" SETTING BLOCK ES-8010 BULB SEAL 1/4" MIN. 1-1/8" MAX. ES-8009 SILICONE DC-795 CONT. PERIMETER SILICONE 13�4N SELANT W / BACKER ROD BY MR. GLASS DETAIL: 10 rJ vd ° ° o ' p v ° p CONCRETE 3 KSI MIN. ° D ES-8000 ALUMINUM WINDOW WALL SYSTEM- L.M.I DETAILS F.A: 17897 NOTE: • SPACING AS SHOW IN ELEVATIONS. • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH / ALUMINUM COLORED SILICONE. 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. Pill) INFINITY ENGINEERING 14746 SW 60 St, Miami, FL 33193 t: 786-287-3922 www.InfinityEng.us CA# 26963 MICHAEL- BR! 0, PhD, PE FL #66360 12-Jul-18 GENERAL CONTRACTOR: STRUCTURAL ENGINEER: ARCHITECT: • • • • • .•• • • •••• • • • • .••• • • • • • • • • • • •• • • • • • • • • • • • A • • PROJECT: • • • • • BOOK STOKE • • • LANDOIVI:LTC aNT UNION $U¢•DING• • • o 11300 NE.•2110 AVE.-LAM014141#101A • • •.. Mig1011119VRES, FL, 38161 • • • • • MR . GLASS DOORS ! WINDOWS INC. 141(l CIWN 84 Si _ • • 1VIIAMI, FL 331Q6,•• •• • • 14-13D5-470 8284 FAX: 305-470 8285 www.mrglasswindows.com info@mrglasswindows.com TITTLE: DETAILS DRAWN BY: D.G. CHK BY: DATE: 06.11.2018 PROJECT No: SCALE: 6"=1 I-0" No. ORDER: Q-28283 • • • • SHEET No. • AG-06-OF-08 REV. 0 REVISIONS: DATE DESCRIPTION: W U d fn 2 fn GL-1 ( L.M.I) TYPE C #14 SELF DRILLING SCREWS ST/ST. INTO METAL STRUCTURES "THKMIN. g' MIN. EDGE DISTANCE 2"x6"xj4'I ALUMINUM MULLION GL-1 ( L.M.I) W U a fn GL 1 ( L.M.I) DETAIL: (9) 7 1/4"0 BOLTS WITH NUTS AT 6" FROM ENDS AND 18 }" O.C. MAX. ES-8010 BULB SEAL • l\\llllllll! OUT DETAIL: GL-1 ( L.M.I) NOTES: THESE DRAWNGS WHEN APPROVED SHALL CONSTITUTE THE AUTHORITATIVE INTERPRETATION OF THE CONTRACT REQUIREMENTS AND SPECIFICATIONS, AND SUPERCEDE ALL PREVIOUS UNDERSTANDING, EITHER EXPLICIT OR IMPLIED. SUBMISSION OF DRAWNGS DOES NOT CONSTITUTE ACCEPTANCE OF ORDER. SHOP DRAWING CHECKED FOR STRUCTURAL REQUIREMENTS ONLY. ria INFINITY ENGINEERING 14746 SW 60 St, Miami, FL 33193 t: 786-287-3922 www.InfinityEng.us CA# 26963 MICHAEL$RIiO, PhD, PE FL #66360 >� 12-Jul-18- GENERAL CONTRACTOR: I STRUCTURAL ENGINEER: ARCHITECT: • • • • • •• • • •.•• • • • • • • • • • •• •• N • • •••• • • • • --••- PROJECT: • �•dOK STORE • • • • LANDOI'i STOIIF.NT UNON3LALDING• •: • E' 11300 N2IdD AVE.-LANDOIJ'#101A• • • • MI;4Nk6NORES, FL, 313161 • • • • •.•• ••. • • .a • • • ES-8000 ALUMINUM WINDOW WALL SYSTEM- L.M.I DETAILS F.A: 17897 NOTE: • SPACING AS SHOW IN ELEVATIONS. • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH / ALUMINUM COLORED SILICONE. • MR . GLASS DOORS ! WINDOWS INC. 112QtJJV84ST••• •• • • ' ;I j:•5-470 8284 FAX: 305-470 8285 www.mrglasswindows.com info@mrglasswindows.com 'MIAMI, FL 33166 •••• TITTLE: DETAILS DRAWN BY: D.G. CHK BY: DATE: 06.11.2018 PROJECT No: SCALE: 6N_1,-0" No. ORDER: Q-28283 SHEET No. n G-07_OF_08 REV. 0 REVISIONS. DATE DESCRIPTION. •y vD v VAA 1 3/4" MIN. EMBEDMENT D y D D r D m 4llllllllllllllllllll,,I:. 1/llllllll,� D v D D v v P ry CONCRETE 3 KSI MIN. Dy D D ly v 'D r9 Alllllllllllllllllll�";; /;;111111llll, v D 1/4" ELCO ULTRACON EDGE DISTANCE: 2 %2" EMBEDMENT: 1 3/4I 4 PER CLIP (2.ON EACH WING) TOP 1/4" DETAIL: TYPICAL DETAILS FOR ALUMINUM MULLION 2"X6"X4" (BOTH SIDES) "PGT" EXTRUDED ALUMINUM TUBE MULLION - L.M.I DETAILS N.O.A: 17-0630.01 5�2" 6" x 2" x 1/4" ALUM. MULLION 6063 - T6 X - SECTION \ \ \\\\\\\\W \ - 1 \ ' \ 0 \ \ \ \ \ \ \\ \ \ \ \ \ 0,4i1) STF 606 \ 0 \ \ 0 \\\\\\\ 3�8" I 5 /.2" CV ..® 3/8" XX NDARD CLIP V-VT6 ALUM. STANDARD CLIP 6063 -T6 X - SECTION A 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. INFINITY ENGINEERING 14746 SW 60 St, Miami, FL 33193 t: 786-287-3922 www.InfinityEng.us CA# 26963 MICHAEL BRITO, PhD, PE FL #66360 12-iliI-18 GENERAL CON TRACTOR: It, STRUCTURAL ENGINEER: ARCHITECT: • • • • • •• • PROJECT: • • • • • • • • • • • • • • • • •• • • ••• •• • IMO • •••• ••••• •• • • •• OK STORE ••••• LANDON'S/MIS:NT UNION BUILDING •: •. 11300 NE! 2146 AVE.-LAI11054#101A• • • • MIAW 6NORES, FL, 33161 • • • MR . GLASS DOORS a WINDOWS INC. • • PJ24:1YV 84 S� • • • IMIAMI, FL 33166 •••• 1PH:4806-470 8,84 F'A: •305-470 8285 www.mrglasswindows.com info@mrglasswindows.com TITTLE: DETAILS DRAWN BY: D.G. CHK BY: DATE: 06.11.2018 PROJECT No: SCALE: 6„_1,-0„ No. ORDER: Q-28283 • • • • • • SHEET No. MG-08-OF-08 REV. 0 2/23/2018 Florida Building Code Online Business FLORIDA DaPARTMGNTT OF M Professional Regula ion Florida p ky� m r 8. Rgwm OFFICE OF THE P SECRETARY DBPR HOME. ABOUT DBPR' ORPR-.DIVISIONS CONTACT DBPR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff I BCIS Site Map I Links 1 Search Product Approval USER: Public User Product Approval Menu > Product or Aeplication Search > Aeplication List > 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL22527-R1 Revision 2017 Approved 0 E.S. Windows, Inc. 10653 NE Quaybridge Ct. Miami, FL 33138 (305) 624-7775 achamorro@eswllc.com Javad Ahmad alfarooq@afceng.com Manuel Perez 10653 NE Quaybridge Ct. Miami, FL 33138 maph@bellsouth.net Exterior Doors Swinging Exterior Door Assemblies •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •. •• • • • • • • •• •• •• • • • • • • • • • • • • • • •• • • •• • • • • •• • � • • • •• • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 Keystone Certifications, Inc. 07/16/2025 Ammad Riaz, P.E. G Validation Checklist - Hardcopy Received FL22527 gl COI 5S - Series 9100 SMI-9000 LMI OS Door - CI 2017.pdf Standard ASTM E1886 ASTM E1996 TAS 201 TAS 202 TAS 203 Year 2002 2005 1994 1994 1994 • Sections from the Code https://www.floridabuilding.org/pr/pr app_dttaspx?param=wGEVXQwtDgtdytNblepz4w901tPx6Lid%2UDBaUNQ2Rg3ZUf2u5bhVQ%3d%3d 1/2 2123/2018 Florida Building Gode Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 10/20/2017 10/20/2017 10/24/2017 12/12/2017 02/12/2018 FL # Modal, Number or Name Description 22527.1 Series ES-9000 Aluminum Outswing French Door Large missile impact resistant aluminum outswing door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +130/-130 Other: See attached drawing W17-91 tor Installation instructions. Installation Instructions FL22527 RI II SS - Series 9000 OS Door (LMII-2017 DWG W17-91 ,odf Verified By: 3avad Ahmad PE# 70592 Created by Independent Third Party: Yes • • • • Evaluation Reports • • • • • FL22527 R1 AE 5S - Series 900040S Door ?Lf IT-PAE • • • 1017.oQF • • • • • • • ,t ': Yes • • • • • Mi I• • • • Created by Independent Third• 22527.2 - Series ES-9100 Aluminum Outswing Door Small missile impact resistants aluminum otstrwing,door. : • •' • • • • • •••• • •• •••• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +120/-150 Other: See attached drawing W17-56 for installation instructions. Installation Instructions. • • • • • • , FL2.2527 Rl II 55 - Seri%•91gfl Cis Dooe(oRt1i;21117 D'in •, W17-56.odf Verified By: laved Ahmad le sv is92 • n Created by Independent Third Party: Yes • • • • • I Evaluation Reports • • • • FL77527 RI AE SS - SerI 2101 15 Door f 5ML1-PAF • • • r 2017,Dd( • • • Created by Independent Third Party: Yes • • • (back' ,tnniia1:1ii :: 2661 BMIr Stone Road Taitahasser FL 12140 Phan, BSA-4117-IA24 The State of Florida is an Aq EEO employer. Copyright 2007.2013 State M Flnh1da, :; Privacy Statssnerq :: Accessibility Statement :; RefuM Statement Under Florida law, email addresses are public records. If you do not want your a -coed address released in response to- a public -records request, do not send electronic mall to thls entity. Instead, contact the office by phone or by traditional mail. 1f you have any questions, please contact 550,457.1395. *Pursuant to Section 455.275(1), Florida statutes, elective tictobcr 1, 2012, licensees licensed under Chapter 455, F.5. must provide the Department with en Anise a larr,rc If they have one. The entails 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 wlh an email address which can be made available to the public. To determine it you ant a licensee under Chapter 455, ES., please click hwe , Product Approval Accepts: Credit Card Safe 1 SCCtlrJtV �1 t'rIUC •• • • •. • •• • • •• • •• • httpsJ/www,floridabuilding.orglpdpr app dti,aspx7param=wGEVXQwtNtdytNblepz4w901tPx6Lids/a2NDBaUNQ2Rg3ZUf2u5bliV4%3d%3d 2J2 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 22527 Date: 10/19/2017 Detailed Product Description: Manufacturer: E.S. WINDOWS, LLC. Manufacturer Address: 3550 N.W. 49 STREET — MIAMI, FL. 33142 Model Name: SERIES ES-9000.ALUMINUM OUTSWING DOOR (L.M.II Maximum Frame Width: 47" (X). 89" (XX)" Maximum Frame Height: 110-1/2". 120 (O/XX) (O/X) Maximum Load: +130 PSF. -130 PSF (Large Missile Impact) Installation Drawings # W17-91 . ••• • • • •••• • • • •• • • •••• • • • ••• • • • • • •••• •• • • This product complies with the High Velocity Hurricane Zone (HVHZ) testinfiraquifemertts'..' .., • Comparative analysis used _ Yes X No • •' • •' ' • •' •' • •, Mandatory Tests (Tested in accordance with AAMA 101/I:S.2/NAFS7M -' 2) ' TEST ' DESCRIPTION '' TEST LOCATION " TEST REPORT TEST 4. • • Zest �rn�s DATE REPORT • •; : Sgaled by _ • • ASTM E283 Air Infiltration Fenestration Testing, Inc 05/10/2008 FTL-5554 Carldk.S.RipAda, P.E. Leakage 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. Blackwater Testing Inc. 06/13/2017 BW-ESW-17-020 Constantin Bortes, P.E. ASTM E331 Water Fenestration Testing, Inc 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. OR ASTM 547 & Penetration TAS 202 ASTM E330 Uniform Static Fenestration Testing, Inc 04/27/2008 FTL-5556 Carlos S. Rionda, P.E. & TAS 202 Air Press. 05/10/2008 FTL-5554 Carlos S. Rionda, P.E. 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. Blackwater Testing Inc. 06/13/2017 BW-ESW-17-020 Constantin Bortes, P.E. AAMA 1304 Forced Entry Fenestration Testing, Inc 05/10/2008 FTL-5554 Carlos S. Rionda, P.E. Test 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. Blackwater Testing Inc. 06/13/2017 BW-ESW-17-020 Constantin Bortes, P.E. •• • .•• •' • • • ••• 9360 Sunset Drive STE 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooa@afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST.LOCATION TEST REPORT DATE TEST REPORT # Test Sealed by FBC 1626.2 (TAS 201 & 203) ASTM E1886/1996 Large Missile Impact & Cyclic Blackwater Testing Inc. Fenestration Testing Laboratory 04/27/2008 05/10/2008 09/09/2009 06/13/2017 FTL-5556 FTL-5554 FTL-5992 BW-ESW-17-020 Carlos 5. Rionda, P.E. Carlos S. Rionda, P.E. Marlin. D. Brinson, P.E. Constantin Bortes, P.E. 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: Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 .�`..•P`.PT'AHMq,,... No 70592 '7•. ST OF •4,• 'c R S 'R., P' ',,''SS�DNAS?Gs,Sealed: �. • 4 10l.20/201i••••.• • . . . .. . ... • • • .... .. . • . . • . . .... . •. .. . . .. .. .. . . . . ..• . • . . • • • • . • .. . • • • • • • •• • • • • • • 9360 Sunset Drive STE 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• • • • • • • • • • �� LEAF HEIGHT = FRAME HEIGHT - 2.938" i TIIIISHOLD) • • ` 1/2; MAX. • • • • • R(AIE WIDTH - 5.188" HEAD _- SERIES 9000 j I_?"_ , ALUMINUM OUTSiYING ENTRA _ U R SEE CHARTS ON THIS SHEET FOR DESIGN LOAD CAPACITY CF • • • • SINGLE DOORS WITH OR WITHOUT TRANSOMS. • • • - • • SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF • DOUBLE DOORS WITH OR WITHOUT TRANSOMS. DOORS CAN ALSO BE USED WITH ES SERIES 8000 OR SERES 9500 STOREFRONT SYSTEMS UNDER SEPARATE APPROVAL -MULLION ATTACHMENT. END LOAD AND CAPACITY TO BE REVIEWED BY BUILDING OFFICIAL. • _••• GLASS D.LO. DWI, D.LO. HEIGHT (DOOR) = FRAME HEIGHT - 15.250" (STD. THRESHOLD) D.L.O. WIDTH (DOOR) = FRAME WIDTH - 14.0625" • • • • • D.LO. HEIGHT (TRANSOM) = FRAME HEIGHT-•5.75" • • • • • • • • • D.LO. WIDTH (TRANSOM) = FRAME WIDTH r t • • • • • • • • • • 1 • 000R PANE WIDTH DOUBLE DOORS WITH STANDARD, SADDLE AND HIGH THRESHOLD AND SINGLE DOORS WITH STANDARD AND SADDLE THRESHOLD ARE NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SINGLE DOORS USING ES-9026 (HIGH THRESHOLD OPTION) ARE APPROVED FOR WATER INFILTRATION RESISTANCE. SEE SHEET 4 FOR DETAILS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WOH THE REQUIREMENTS OF THE 2014 (5TH EDmoN)/2017 (6TH EDmON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HERZ). 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. 1MIST 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 0R STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. ALL SHINS 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 MATERW.S SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, 1.e. LIFE SAFELY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAJNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. COMMONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL 68 LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. • • •• ••• ' • • • • ANCHOR TYPES 'A', 'C' OR '0' ,[SEE SHEET 3 FOR DESCRIPTION n (6) ANCHORS AT TRANSOM ENDS • • •_ •• • • • • • • • • � • 1 0 0 SURFACE APPIJED FALSE MUNTNS-J MAY BE USED TABLE /l1 DOORS LOAD CAPACITY - PSF• _...... _.. SINGLE DOORSW1TH0UT_TRANSOM (X) OR WITH TRANSOM (0/X) DOOR DIMS GLASS _. LOCKS HINGES_ -TYPE 'A' -• TYPE'B'/C' OPTION /1 OPTION /2 OPTION /3 OPTION /1 OPTION /2 FRAME WIDTH FRAME HEIGHT EXT. (+) INT. (-) EXT. (+), . INT. (-) ', EXT. (+) -INT. (-) EXT. (+) INT. (-) EXT. (+) - INT. _(-). EXT. (+) _ INT._(-) EXT. (+) INT. (-). 47" 98-1/2" 80.0 120.0 80.0- 90.0 120.0 80.0_ 120.0 47"... 110-1/2" 80.0 120.0 • ,_YMo.o ._ , 90.0 _ uo.o 80.0 _ 1zo.o S NGLE DOORS WITH SADDLE THRESHOLD LIMITED TO +90.0, -90.0 PSF SEE SHEET 8 FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HINGES DESCRPTION 32 15/16" D.L. OPG. 41 13/167 LEAF WIDTH TYPICAL ELEVATION (X) 8 47" DOOR/TRANSOM-FRAME "WIDTH 40" D.L. OPG. 4 1/2" MAX. N d W ri S SURFACE APPLIED FALSE MUNTNS MAY BE USED ANCHOR TYPES 'Al' INTO CONC. AT STD. AND HIGH THRESHOLD. TYPE 'C1' AT SADDLE THRESHOLD SEE SLEET 3 FOR DESCRIPTION THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. TABLE /la JAMB ANCHORS LOAD CAPACITY - PSF SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) DOOR DIMS. ------- 1/4" SHIM SPACE - 3/8" SHIM SPACE 1/2" SHIM SPACE --- SPACING AT TO" 0.C. SPACING AT 8" 0.C. AT.16" 0.C. AT 8 0.C. AT 16" 0.C. AT 6 0.C. ANCHOR 'A' i ANCHOR 'C' ANCHOR 'D' ANCHOR 'A' ANCHOR 'C' '- ANCHOR 'D' ANCHOR 'A' ANCHOR 'C' ANCHOR 'A' ANCHOR 'C' ANCHOR " 'A' ANCHOR 'C' ANCHOR 'A' ANCHOR 'C' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) TNT.(-) EXT.(+) TNT.(-) EXT.(+) INT.(-) EXT.(+) NT.(-) EXT.(+) IRA.(-) EXT.(+) TNT.(-) EXT.(+) INT.(-) EXT.(+) TNT.(-) EXT.(+) INT.(-) EXT.(+) TNT.(-) EXT.(+) TNT.(-) EXT.(+) TNT.(-) EXT.(+) INT.(-) 40" 110-1/2" 112.5 120.0 112.0 120.0 120.0 120.0 90.5 1 117.4 120.0 120.0'. 170.2 92.7 -110.0' '120.0 47" 110-.1/2" .95.7 111.0 95.0 _ 120.0. _120.0 120.0 77.0.I 100.0 120.0. 120.0.. _59.7... 78.9 93.7 120.0 SEE SHEET 3 FOR ANCHOR DESCRIPTION SINGLE DOORS WITH OR WITHOUT TRANSOM USE CHARTS AS FOLLOWS FOR THE CORRESPONDING DOOR S(zE 1- FOR GLASS TYPE. LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE 1. 2 SELECT THRESHOLD TYPE TO 8E USED FOR WATER RATING. 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 2. 4- TRANSOMS FOR SINGLE DOORS ARE LIMITED TO ±90.0 PSF • THE LOWEST VALUES FROM STEPS 1, 2, 3 AND 4 WILL GOVERN. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 U 11 / / / II / ACTNE 32 15/16" D.L. OPG. 41 13/16" LEAF WIDTH HEAD/SILL CORNERS ~J 1 1 � TYPICAL ELEVATION (O/X) A-CdeRIC10R A M IR40I91t FOR ME S[Iae9M, *OEM/ NI0 NOMINEE Cf 11R5 PROMDT •OCO (IN 111R PRODUCT L.0.1Y110ff MOM 104E 006 1101 COMTE MINI TIE C01,11010115 OETP*EO Cal 15 00011161. F 05 PRIM EWLWNDM 0000MCR11 .1 R CONSDCREO MILD KIF1C0 WPM MEM. C-STE SP01C PROEMS 51101 11 PREPNRO 0! A 0.0161 RC061ERID DEMUR R MKA MN wL IRO,[ M DMA W BON• ILO N1 FOR 11E RORCI ND R110 MI RC RC.0!0,Wz FOR DE P'REPG IIIE OF OE P.E.O. MICR OF RECAIN, MONO AS A MEWED ODOM • OE PLO OM[G SD. SO•• • NO Mill RC 1K M0111C BRIRIIDI FC• RLDET. 0- MIS PLO. MIL KM OE ME ND eDM( SUL M• WNW • MC 0110,1 1010t EMCKM OF WORD MO RIMER R. U Sealed: 10/20/2017 ;I; i a 0 91 0 0 •9 Y 4 c 0 a C 7, SCOW I/2 .I -0', drowing no. W17-91, sheet 1 of 11) • • ••• • • • ••. •. •• • • • •• •• • • • • •• •• •• • . . • • • • •••. • • •• • • • •• • • • • . •.• .- •-.------.-`... 89" 4 1/2" MAX. • • • • • • • HEAD/SILL • • • • • • • • • • • ANCHOR TYPES CORNERS • • • • • • • • • • 'A'. 'C' OR '0' • • • • • • • • • SiE SHEET 3 FOR • • • • • • • • • • DESCRPTION • • ••. • ••• • DOUBLE DOORS WITH OR WITHOUT TRANSOMS USE GHAB15 • • JDR 811E C•RRESROM[MIG sow; sag • • • • 1 �Ty S.00� M'i� �i1NAB E %. 1 � etg FT}gWOA TABLE •!. 49- iELFCT TSIRE%%HOLQ TYQE BE USED. . • 3- .OR •IAMB .NCH04S. INPEAISMIMSPAQF•OBTAIN LOAD CAPACITIES FROM TABLE 4. 4- FOR HEAD ANCHORS. TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 5. THE LOWEST VALUES FROM STEPS 1. 3 AND 4 WILL GOVERN. TABLE #3 DOORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM 101) OR WITH TRANSOM (0/XX) DOOR DIMS GLASS _ _ _ LOCKS HINGES TYPE 'A' TYPE "B'/'C' OPTION it OPTION J2F OPTION p3 OPTION/I OPTION #2 WILD EE �, HEIGHTS ENTT (+) -MST. (+) BAIT. (+)- -EXT. (+) EXT. (+) .OM (+)- EXT.(+) 1 89" ''. 98-1/2" 80.0 90.0 80.0 90.0 _1 90.0 ___80.0 _ 90.0 "9075 - 69" 110-1 /2' E0.0 -- .` 60.0- _ - -80.0. _'. _ -80.0-- 80.0 60.0 80.0 S E SHEET 8 FOR CLASS TYPES DESCRIPTOR 'SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION TABLE 114 JAMB ANCHORS LOAD CAPACITY - PSF - - DOUBLE DOORS. WITHOUT TRANSOM (XX) OR WITH TRANSOM (0/XX) r 1/4" SHIM SPACE 2/_11" BLIND .SagF`,1 1/2" SHIM SPACE } 1ff SPACING. AT 16". 0.C. SPACING AT 6" 0.C. AT_18" O.C,J AT 8" 0.C. AT 16:. 0.C. AT 6" 0.C. ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCIIOItANCIIOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR fANCIIOR 000R DIMS. 'A' 'C 'D' 'A' 'C' 'D' 'A' 'C' 1 'A' 'C' 'A' 'C' _ 'A' 'C' FRAME FRAME EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) �t EXT.(+)1 EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) WIDTH HEIGHT ! IHT.(-) MT.(-) INT.(-) INT.(-) INT.(-) INT.(-) MT.(-)1 INT.(-)1 MT.(-) INT.(-) INT.(-) INT.(-) INT.(-) MT.(-) 75_ 110-1 /� 90.0 90.0 90.0 90.0 .90.0 90.0 I 90.0 90.0 1 90.0 90.0 74.9 90.0 - 90.0 .90.0 69" 110-1/2; 90.0 66.7 - -90.0_ _90.0. 90.0. 90.0 ' 61.3 I 88.77 90.0 90.0 53.1 83.3 90.0 90.0_ _...._- SEE SHIEST NCH 3 FOR ANCHOR DESCRIPTION TABLE /15 HEAD ANCHORS LOAD CAPACITY - .PSF _ �__ 5 DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (OM DOOR DIMS. la" SHIM SPACE_ "3/8" SHIM SPACE I/2" SHIM SPACE ANCHOR TYPE 'A' ANCHOR TYPE 'C' IANCHOR h'YPE 'IV ANCHOR TYPE 'A' ANCHOR TYPE 'C' ANCHOR TYPE 'A' ANCHOR TYPE 'C' FRAME WIDTH - FRAME HEIGHT EXT. (+) INT. (-) TEXT. (+) 1INT. (-) EXT. (+) INT. (-) EXT. (+) �INT.(-) EXT. (+) INT. (-) EXT. _(+) INT. (-) EXT. (+) INT. (-) p 75' -r _89 ' � - 98- 1/2" L - 90.0 - ! 90.0 90.0 90.0 90.0 73.0 90.0 90.0 90.0 90.0 79.2 _ 90.0 61.5 81:2 75" 110 1/2" 90.0 ' 90.0 90.0. 83.8 _90.0 65.1 85.9 _ 69" 90.0 - 90.0 - 90.0 70.6 90.0 54.5 72.3 SEE SHEET 3 FOR ANCHOR DESCRIPTION 0 0 SURFACE APPUED FALSE MUNTINS- MAY BE USED 5 DOOR FRAME WIDTH CLUSTER OF 6 ANCHORS AT HEAD 3" 6" SEE CHART 5 ICI O -`I -/ FOR CAPACITY 1.1111I; \ \ / 32 15/16" \ \ // \ \f1 ACTIVE 111I�111I; D.L. TYP. 32 15/16" D.L OPG. 41 13 16" 41 13/16" ANCHORS AT SILL INTO CONC. CLUSTER OF 6 TYPE 'Al' AT STD. & HIGH THRESHOLD TYPE 'CI' AT SADDLE THRESHOLD SEE SHEET 3 FOR DESCRIPTION LEAF LOTH LEAF WIDTH m V o N I/14 TYPICAL ELEVATION (XX) SEE SHEET 3 FOR ELEVATION (0/XX) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -2 1 9 FL #22527 ‘‘‘%1111111, JP.AI 1ON11111Al1 1 Sealed: 10/20/2017 d N. 0 FAX. (3O5) 638-515e Or 'o o. a °A0 } drawing no. W17-91 sheet.'2 01-1.1) 8 • • ••• •• •• • •• • • •• • • • • • • • • • • • • • • ••• • • •• •• • • •• •• • • • • • • '9 • • • • • • • • •__•_ • _••• 1/4" HEAT STREN'D GLASS 40 1/4" • • •• DOOR ERAIAE WIDTH • • •' 090" lntertoy♦r • • • • • • • • • Trosifol PVB • • • • 1/20 MAX. • • • • By Koraroy America, Inc.' • ' r/SIL •••• { •' • • • ORNER • ' •A 1 MAX• • I• Reap -1. r1/4" HEAT STREN'D GLASS SILICONE COW CORNING 983 CIASS TYPE.'AJ 9/16" OVERALL k11 SINGLE OROUBLE DOORS WITH DOUT TRANSOMS USE CHARTS AS FOLLOWS FOR THE CORRESPONDING norm CI7F 1- FOR GLASS TYPE. LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE 3.1. 2- THESE DOORS APPROVED WITH STD. THRESHOLD ONLY. 3- FOR JAMB ANCHORS, TYPE/SHIMSPACE OBTAIN LOAD CAPAC0ES FROM TABLE 4.1. 4- FOR HEAD ANCHORS, TYPE/SH8ISPACE OBTAINLOAD CAPACITIES FROM TABLE 5.1. THE LOWEST VALUES FROM STEPS 1, 3 AND 4 WILL GOVERN. TABLE #3.1 DOORS LOAD CAPACITY - PSF SINGLE(x) OR DOUBLE(XX) DOORS WITHOUT TRANSOM SINGLE DOOR(X) DIMS. DOUBLE DOOR(XX) DIMS. GLASS LOCKS - HINGES TYPE 'A. I'. '.OPTION /3 OPTION #2.1 FRAIAE WIDTH FRAME HEIGHT FRAME WIDTH FRAME.. HEIGHT EXT. (+) INT._(-).- . EXT. (4) -. INT. (-) EXT. (+) INT. (-) 40-1/4" 99" 75-1/2- 99" 130.0 130.0 130.0_. SEE SHEET 8 FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND MINCES DESCRIPTION •• • • • 0/ • • • II • ' •• • • • all / /• • • • II • •• ♦T_V_ • • •'gm • •• • • • • •• • • • •• •• •• • 1' 7, - 1 b '1 o T � (2 Qi n n I,, o D.L OPC. - I. I -I I _ I _...I . _I I /�i . / it� / II// it (-_ -7-I� � C__ r� tir---- I I 11 \ n \Nii I I_ n \ ILO II -- - \ 1 1 ACTNE: __ _ _. .:I. SURFACE APPLIED FALSE MUNTINS MAY BE USED 26 3/167 D.L OPG. 35 1/16" LEAF WIDTH TYPICAL ELEVATION (X) 4 1/2- MAX. ANCHOR TYPES 'A', C' OR 'D'. SEE SHEET 3 FOR DESCRIPTION TABLE #4.1 _. JAMB ANCHORS LOAD CAPACITY - PSF _. __ 31NGLE(X) DOUBLE(XX) DOORS WITHOUT TRANSOM SINGLE DOOR(X) DIMS. DOUBLE DOOR(XX) DIMS. 1/4" SHIM SPACE _. 3 6" SHIM SPACE / _. _ /2" SHIM SPACE AT 14-11/16" 0.C. SPACING AT 8" 0.C. AT 14-11/16" AT 8" 0.C.` AT 44-11/16" AT 8" *ICJ ANCHOR 'A' ANCHOR 'C' k 'D. ANCHOR 'A'. 'C' • _'D'.. __. ANCHOR A. . ANCHOR C'_1.'A ANCHOR I & C ANCHOR 'A'. ANCHOR C' - ANCHOR A' A C FRAME WIDTH FRAME HEIGHT FRAME WIDTH FRAME HEIGHT_ EXT.(+) INT.(-) EXT.(+) INT.(-). _ EXT.(+) - '-' INT.(-) EXT.(+) INT.(-) EXT.(+) TNT.(-) -EXT.(+)- 1 94T.(-) EXT.(+) TNT.(-) EXT.(+) NT.(-) EXT.(+) TNT.(-) 40-1/4" 99" 75-1/2" 99" 122.0 130.0 __.. 130.0 _ _._ 98.0 127.31 130.0 76.1 100.5 130.0 SEE SHEET 3 FOR ANCHOR DESCRIPTION TABLE #5.1 _ _.... L_ _ .. HEAD ANCHORS LOAD CAPACITY- _.__. DOUBLE DOOR 1T1THOUTTRANSOM PSF XX) DOOR DIMS. _1/4 _S111M. SPACE 3/a-SHIM SPACE 1/2" SHIM SPACE ANCHOR TYPE 'A' ANCHOR TYPE 'C' ANCHOR TYPE 'D' ANCHOR TYPE 'A' ANCIIOR TYPE 'C' :.ANCHOR TYPE 'A' ANCHOR TYPE 'C' FRAME WIDTH FRAME FIGHT EXT. (+) NT. (-) EXT. (4) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) NT. (-) 75-1/2" 99" 130.0 130.0 130.0 S - 108.4 130.0 84.1 112.0 SEE SHEET_3 FOR ANCHOR DESCRIPTION HEADN SILL CORNERS SURFACE APPLIED FALSE MUNTINS MAY BE USED f1 6 I �t I I __'III; DOOR FRAME WIDTH CLUSTER OF 6 ANCHORS AT HEAD SEE CHART 5.1 FOR CAPACITY 16" MAX. I HEAD _ N1- 1 1 =yt-/ A /i 7==-== 1 / ,i.l � '/A --y, \ \iL___ _hi ii \ ii III / / -- - \ O8 \ E, V }1 I \ \ \ \ \ \ \ '2. i/. \ 1 / / / / / / / / (NAME -t ACTNE 26 3/16" } If TYP. 26 3/16' D.L O . 35 1 6" D.L OPC. 35 1/16" ANCHORS AT SILL INTO CONC. CLUSTER 04 6 TYPE 'AlAT STD. THRESHOLD SEE SHEET 3 FOR DESCRIPTION SINGLE AND DOUBLE DOORS WITH STANDARD THRESHOLD (SHOWN ABOVE) ARE NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LEAF OTH LEAF WIDTH TYPICAL ELEVATION (XX) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-2 1 9 FL #22527 . rGEita.„. •‘ Sealed: 10/20/2017 FAX (305) 638-5156 drawing no. W17-91 sheet 2.1of 11 • • .•. • • • ••. .• •. • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- ],/4" X 5" N 7RAf'nN BY 1fl 0 (Fu=177 KSI, Fy=155 KSI) Tn 0 THRU 1BY OR 28Y WOOD BUCKS INTO CONCRETE OR BLOCKS WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) n WITH 1-1/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) 0 INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. L_ DIRECTLY INTO CONCRETE OR BLOCKS WITH 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 2" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES )L15" TR 0LBY EL�Q (�_1Z KSj F=155 KSI r To THRU 18Y OR 2BY WOOD BUCKS INTO CONCRETE OR BLOCKS WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) .. WITH 1-1/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) DIRECTLY INTO CONCRETE 0R BLOCKS �.-..� II ITN 2" MIN. EMBED INTO CONCRETE (HEW/JAMBS) WITH 2" MIN. EMBED INTO FILLED BLOCKS (JAMBS) NCHOR EDGE DISTANCES 0 O E. all INTO CONCRETE AND BL;O.2SS = 3-1/8" MIN. ± INT1517i5OIMTRQCTORE - 1=1 4-1 -r-w ▪ TYPE - 'D'- 1LTEK5 OR SELF DRILLING SCREWS`RADE 5 CRS) i.1 co INTO F.B.C. APPROVED MULLIONS oa OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) st 3 THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" HK. MIN- (6063-f5 gN.)'..1 EEET:-fJ9"7f1K1AlIT'(Fy =784RSI T7M (STEEL IN CONTACT WITH ALUMINUM TO SE RATED OR PAINTED) 1 q0 w 1- 1— • . — . _ — . — • _ . . — . — . — ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. • •• • • • • • • • • • • . •• • • • • •• • • • • • • • • • • • • • • • • • • • ••• • TYPE Al'-'1/4" X 1-3/4" ULTRACON-BY 'ELCO' (Fu=177 KSI. Fy=155 KSI) DIRECTLY INTO CONCRETE (FOR STD. AND HIGH THRESHOLD) rn WITH 1-1/2" MIN. EMBED INTO CONCRETE ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. IL TYPE 'C1'-5/16" X 2" UITRACON BY 'ELCO' (Fv=177 K51, �y-�55� a! DIRECTLY INTO CONCRETE (FOR SADDLE THRESHOLD) WITH 1-1/2" MIN. EMBED INTO CONCRETE ANCHOR EDCF DISTANCES Ili _ INTO CONCRETE. 3- 1/8" .MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS Fin - 2000 PSI MIN. • • • • • • • • • (9)M11CH0R9 AT TRANSOM ENDS •• • • • •• ••• •• • • • • • • • I •• • • • • • ••• •• 1. 1,1 7 69" 4 1/2" MAX. HEAD/SILL CORNERS - 0 OOR/TRANSOM FRAME MOTH 62" O.L. OPG. c 0 0 0 11 — SURFACE APPLIED FALSE MUNTINS MAY 8E USED II II II •%Xei • 11 II II \ ij i INACTIVE 32 15/16' D.L. OPG 41 13 6" ACTIVE 3" T32 15/16" D.L. OPG. 41 13/16" ANCHORS AT SILL INTO CONC. CLUSTER OF 6 TYPE 'Al' AT STD. & HIGH THRESHOLD. TYPE 'CT' AT SADDLE THRESHOLD SEE DESCRIPTION AT LEFT LEAF +TH LEAF WIDTH TYPICAL ELEVATION (O/XX) • b 0 o¢< a o� SEE CHARTS ON SHEET 2 FOR DOOR AND TRANSOM LOAD CAPACITY 1X 0R 2X WOOD BUCKS AND METAL STRUCTURES NOT BY E.S. WDW. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. FL #22527 ``711nu1IIIII'''' No. 70692 es; • G . S NAt. \` Sealed: 10/20/2017 • 0 4 a 0 5 FM. drawing no. W17-91 (sheet 3 of 11) • • • •• •• • • • • • • • • • • • • • • • ••• •• • •• •• • • •• •• • • • •• ••• •• • •• • • •• •• •• • • •• •• • • ••• 41 13/16" E.S. WINDOWS 8000 OR 9500 WINDOW WALL SYSTEM -SEE SEPARATE APPROAT FOR DOOR MULLION MAX, __ AND MULLION ANCHORS REQUIREMENTS 4 Ij 1 41 13/16" • •• • • • • • • • MAX. • • • • • • • • • • • • • • • • • • •j• • 4 i • E.S. WINDOWS 8000 0R 9500 WINDOW WALL SYSTEM SEE SEPARATE APPROV FOR DOOR MULLION AND MULUON ANCHORS REQUIREMENTS 1. 4 • • 41 13/16" MAX. LEAF WIDTH • • • • • •• • • • • • • • • • • • • • • •, ••• • I---- I Ia II II h I _ 4 tij • •r •�i i-1 • I I i, • • I• • II ,� • • • 1• •14 h • • • •L • II p �- • •' • I' r • II C-- F.B.C. APPROVED SERIES 8000 WINDOW WALL SYSTEM BY 'E.S. WINDOWS' UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT APPROVAL. WILL APPLY TO ENTIRE SYSTEM. REINFORCING WILL VARY SEE CURRENT APPROVAL OF SERIES 8000 WINDOW WALL SYSTEM FOR DETAILS O t L D.L. OPG. F.B.C. APPROVED SERIES 9500 WINDOW WALL SYSTEM BY 'E.S. WINDOWS UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT APPROVAL WILL APPLY TO ENTIRE SYSTEM REINFORCING WILL VARY SEE CURRENT APPROVAL OF SERIES 8500 WINDOW WALL SYSTEM FOR DETAILS FL #22527 t!IIIIIi Sealed: 10/20/2017 FAX. (305) 535-5155 a • v (sheet3.1of 11) • ••• • • • ••• • •• • • •• • •• •• • • • •• •• •• •• • • • •• • •• •••• •• • •• • •• •• • •• •• • • TYPICAL ANCHORS SEE ELEVATIONS-, FOR SPACING NOT APPR'D FOR WATER RESIST. 0 ES-9014 1BY OR 2BY WOOD BUCK SEE NOTE SHEET 1 CONCRETE 3006 PSI MIN. TYPICAL ANCHORS 2-3/4" LONG FOR T10S CONDITION ONLY SEE ELEVATIO S_ 4OR•SPIV07C • • • • • • • • • • • • PIVOT HINGES OPTIONAL TO BUTT HINGES PIVOT HINGES OPTIONAL TO BUTT HNGES v\ NOT APPR'D FOR WATER RESIST. F _ ® ES-90151 DOOR CLOSERS OPTIONAL, APPRO FOR WATER RESIST. (SINGLE DOOR ONL ES-9026 FdR SADDLE THRESHOLD USE ANCHOR TYPES 'CI' ONLY SEE ELEVATIONS STANDARD THRESHOLD SADDLE THRESHOLD FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FCR SPACING EDGE DIST. METAL • STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CONCRETE 3000 PSI I11N. , • 'EDGE. AST ALTERNATE •?.. "CONCRETE 3000 PSI I6N. RICH THRESHOLD SEE SHEET 11 FOR DETAILS _ AND UMrTATIONS F.B.C. APPROVED MULUON & MUUJON ANCHORS SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING W/ RIPPED LEG DOOR HEAD SERIES-8000 FRAME OPTION DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO BE USED WITH SERIES-8000 FRAMES. FL #22527 ,run111Y Sealed: 10/20/2017 FAX. (305) 638-5156 drawing no. W17-91 sheet of.1L • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• •• • • • • • • • • 0410 • • • • •• •• •• • •• • • • • • • • • • • • • • • I /2' MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 & 2 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2' MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 VE 2 1DY OR 2BY- WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • EXTERIOR D.LO. DOOR FRAME -WK1TH HINGE OPTIONS SEE SHEET 9 FOR DESCRIPTION AND SHEETS 1 & 2 FOR CAPACITY EXTERIOR FRAME WIDTH • "f €" . C : +3 ©r' 1E12 f'e 0 1/2' MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 & 2 Tr- SEE FOSPACING ANCHORS 1/4" MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 & 2 METAL STRUCTURE . DOOR FRAME WIDTH LOCK OPTIONS - _ _ -.. -- - - .SEE SHEET 9 FOR DESCRIPTION AND SHEETS 1 & 2 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. 1/2' MAX. LOAD BEARING SHIMS SEE CHARTS SHEETS 1 & 2 FOR SPACING ALTERNATE TYPICAL ANCHORS SEE ELEV. FOR SPACING EXT. DOOR JAMB SERIES-8000 FRAME OPTION DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO BE USED WITH SERIES-8000 FRAMES. '0111AL1 Sealed: 10/20/2017 Z q r 0 n• a2i Cgtoql °Dap gea grog. COMP—ANL\W17-91E5W ce 5 S FAX. (305) 636-5156 by I description drawing no. wig-91' (sheet 5 of 11) CONCRETE 3000 PSI MIN. EDGE DIST. CONCRCTE- 3000- PSI . Hip. • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • • •••• •• • •• • • •• •• • •• •• • •• • •• •• • • .•• ••• TYPICAL ANCHORS SEE ELEVATIONS CONCRETE ' FOR SPACING 3000 P51 M01 • •• • • • • • • •. • • • ••;: • • • '• a 0 a H z os 0 TRANSOM SERIES-9500 FRAMES a- ge' 2 N EDGE DIST. •A 0(D • • • • : •._•___• ,• • •. •. Iz 0 ALTERNATE • • • • • a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • TRANSOM SERIES-8000 FRAMES OPTION 1/2• MAX. LOAD. BEARING SHIMS SEE CHARTS, SHEETS 1 & 2, •,• TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2• MAX. LOAD SEARING SHIMS SEE CHARTS SHEETS 1 & EXTERIOR D.L. OPG DOOR/TRANSOM FRAME_WIDTH. ALTERNATE TRANSOM SERIES-9500 FRAMES TYPICAL ANCHORSjrtarraill. SEELEVORSPACING ff. z . 8 DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO 6E USED WITH SERIES-8000 FRAMES. EXTERIOR D.L. OPG. 000R/TRANSOM FRAME WIDTH TRANSOM JAMB SERIES-0000 FRAMES OPTION FL #22527 ONAI. N Sealed: 10/20/2017 Ob Lcc et 21 U bl drawing no. W17-91 (sheet 6 of 11) • • ..• • . • ••. •• •• • • •• . •• •• • • • . . •• •• •• •• • . . • • • • • • • • • • • • • • • • • • • • ... •.._•.• •-•-•-• ---• - • • • 2.500 r.3S4 1.953 ALTERNATE OPTION (Series S-8000) m 4. l ,,...- I .090 4.970 • l_ .070 4.968 I • . •. . . • • • ®e ,AMBeFILLER • . . . • • • •• • • • • • • • 5000 .200 � 1 J••• - .110 • • • • . ",AL-FAROOQ CORPORATION ENGINEERS! PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI. FLORIDA 33173 (C.A.N. 3538) TEL (306) 2644100 FAX (305)2624978 ( -- COMP-ANL\W17 .46° 2.500 F .090 .920 2.750 ,2604. -L soo -1.953 1.063 ® DOOR STOP i .0 78 TYP.I O• E, DOOR HEADER Series 9000 I•�3.984 • • . 4.970 • .220�{ I O50 si c) TRANSOM HEAD 5-8000 2.232-y Ti TRANSOM HEADER Series 9500 • • • h DOOR JAMB,Series I Lilo L 9000 2a9 E22 1.000 V� �3.9a4 2.o3z .110 DOOR STOP COVER ..127 -TYP.E3.T00O oeo� I 1.681 �Jt.117 T4 HEAD 1.118 COVER .959- 4 2.750 ._ +.127 co) + 0-n 1.750 320 3.937 2.437 .-. .. 4.a74 SERIES-9000 ALUM OUTSWINC FRENCH DOOR (LAI.I.)) fl f E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL. (305) 638-5151 FAX. (305) 538-5158 3.383--{ r I �• 2.250 T .312 CORNER •825 BLOCK 1.000 �•11.0001 - .07a � 0TOP Jzo -1 RAIL 4.968 TRANSOM � GLAZING ADAPTER HORIZONTAL AT DOOR S-8000 re750 2.905 1.317 s7e .zofi .070 TYP. 1.810 1.250 3.500--i E6 O HINGE/LOCK STILE .320 .- - 0 TRANSOM - 070 ADAPTER 3.736 .156 094 3.229 .125 TYP. 2'0� I CLOSURE DOOR STOP 9 06.62 5.000 7.562 (ESA) (E5) (ESA) - no °' iYP. - 7.437 10.00 (E5) (E5A) 4.374 �.910 I- TYP. 5.000 3.750 3.436 .110 o° �� .320 .125 2.250 1- { 835 r r.250 .960 j-- 1.000 -i. .. 1.000 .oeo .206 + . O JAMB FILLER S-8000 e TRANSOM JAMB S-8000 150 }I 1.427 'O60 -1r f TJ TRANSOM GLASS STOP �`" 1.7ae-�, MEETING 3.436 O- STILE - INACTIVE LEAF 1.718 .1_I .654 •320-'y �I 1.427 I I �.250 -i .062 r TYP. O GLASS 283 STOP , c .603 o 6° 1.000 ® ® I I {---2.2J2� STD. BOTTOM RAIL HI -PROFILE BOTTOM RAIL I I L 1.950 1.332 .263 1.117 4.374 1.972--i ® GLASS STOP QNSUL. LAU. Guns) T9 TRANSOM GLASS STOP S-8000 3.436 110 320 _[' 1.141 r.125 1 2.250 ]- 125 10-19-17 (sage: 3/6• - 1- �((Ar. 9Y: TARIO i,)) O DOOR SWEEP ® CORNER PLATE ti 2.445 111utlnnp SEE SHEET 11 FOR t '`Y µ"'r� ��i� .. '�i HIGH THRESHOLD DETAIL '•. 1.950 I i.122 + 1T2 S00 .150 - _ I �~ - .500 _ {? iY - . ID LOCK 1.203 BACK UP + PLATES 3.436 O MEETING STILE - ACTIVE LEAF 4.500 ALTERNATE THRESHOLD A ES901s FL `/ONA4 1`;``� ` #22527 min 4.933 THRESHOLD E2 ES9014 sheet 7 of 11) Sealed: 10/20/2017 • • ••• • • • ••• •• •• • • •• • •• •• • •• • • •• • • • • • • •• • • • • • • • • •• • •• •• • • • • • • . •... ... ITEM / PART / QUANTITY DESCRIPTION MATERIAL MANP.IEIIPPLIER/REMARKS - fri �U 1,!.,- ITEM / PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARXS Et E59012 I DOOR HEADER 8061-TB - T1 E59506 TRANSOM HEADER. Seriea 9500 6063-T6 - E2E59014 1 STANOWD THRESHOLD 6063-6 - • • • _ • 1 T22 • 869019 TRANSOM ADAPTER 6063-75 -lI AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 2944100 FA%. (305) 2626975 --- CONP—ANL\W17 E2A E59015 1 SADDLE THRESHOLD _- -. '6064FT6• • • • • . • 73 ■Fj91518 TRANSOM GLASS STOP ... 6063-T5 - E28 ES-8026 1 HIGH THRESHOLD 606 T6• • • • • • 74 • •ES91[02 1 _ HEAD COVER 6063-15 - E2C ES-9027 1 THRESHOLD COVER _6D8 -ZS■ ._ ■ -• • • - •■ • • • • _. �s �1• • • • • /10 x 1/2" F.H.ST/ST SMS - - E3H LS9013 2 000R JAMB - HINGE, ...6063-T6 ! • - "-'NT2" . ... TRIM GASKET SLICONE -._ - E4 E59001 2 . TOP RAIL 6063-T5.' MT3 + INTERIOR SPACER 1/4" x 1/4' FOAM - E5 E59002 - 2 STD. BOTTOM RAIL 6063-T6 ' - - - MT4 - _. AS RE00. SETTING BLOCKS (1/16' x 3/41 AT 1/4POINTS _ EPDM DUROMETER BOIS SHORE A ESA ES-9000-031 _ 2 _ Hi-PROP1LE BOTTOM RNA. 6063-T6 •! • • • • • • • 113 • 6 4 005 AS RE00. TRANSOM HEAD S-8000 6005-76 E59003 2 H94CE/LOCK,STX.E _ _ _. •E6H 6063-T5 ' • - • • • -• - • - • - • • • T6 • E58013 AS REOD. a HORIZONTAL AT DOOR S-8000 6061-T6 - -' - E7 E59008' 1 MEETING STILE - INACTIVE LEAF 6063-75 • • 17 OES8012 AS RECTO. TRANSOM JAMB S-8000 6005-76 - Etl E59007 1 MEETING STILE - AC1NE LEAF 8063-T5 • - • • • • • • p • • ES5003 AS RE00. _-- JAMB FALLER. S-8000 6005-75 - E9H - E59004 4 HORIZONTAL GLASS STOP 6063-75 • - 79 - E58006 'AS RE00. :.TRANSOM GLASS STOP 5-6000 6083-T5 - E9V ES9004 4 VERTU. GLASS STOP 6063-TS - T10 E58014 AS REOD. 'TRANSOM GLAZING ADAPTER 6063-T6 - : E9.1 ES-9029 4 GLASS STOP (INSLIL. LAM. GLASS) 6063-T5 ' - Q • OI - m 1/4" HEAT Trosifol By STREN'D 090" Intedoyer 'Kuroroy 1/4' CLASS PVB America, Inc.' HEAT STREN'D CLASS SILICONE DOW CORNING 983 � DOW CORNING 795 2 \ \ \ C m en / 1/4" / HEAT .090" SenlryClcs By 1 1 STREN'D Interloyer 'Kuroray 1/4" 1 CUSS America, Inc.' HEAT STREN'D GLASS ONE DOY/ DOW CORNING 983 DOW CORNING 795 1 \ EIOT E59008 4 CORNER BLOCK -TOP --_- 6063-T5 - - E108 E59008 4 CORNER BLOCK - B0TT011 6063-T5 • - E117 ES9009 4 CORNER PLATE -.TOP 6063-75 . - [SERIES-9000 ALUM OUTSNING FRENCH DOOR (L.MI.) n E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 638-5151 FA)(. (305) 63e—slse EMI E59009 4 CORNER PLATE - BOTTOM 6063-75 - -- E12 E59010 4 SUPPORT ANGLE --- -6063-T5 3/4" x1" X 1/8' X 9" LONG _. E13 - E59011 AS ROD. H4111GE BACKUP PLATE REINFORCEMENT 6063-75 - E14 E59020 1 LOCK BACKUP PLATE REINFORCEMENT 6063-T5 - E15 ES9016 AS ROD. JAMB FILLER 6063-T6 - - E16 E59017 AS R00.- . -REINFORCEMENT - _.... - 6063-T6 -SIU E17 E59021 1/ CLOSER CLOSER SUPPORT CLIPS (PAIR) 6063-75 - - E18 E59022 1 CLOSER DOOR STOP 6063-75 - E19 ES9023 1/ CLOSER CLOSER COVER PLATE _ 6063-T5.1 E20 E59005 DOOR SWEEP .- E21 ES9051 DOOR STOP - - --_ I - i i E22 E59052 DOOR STOP COVER - / I 1,11 26 /12 It 1" P.H.. ST/ST SMS - _- _ \ _ - // & \ _ - / M2 AS ROD. I /12 - 24 x1/2" F.H. ST/ST MS - - M3 - 16 /8 - 32 x 1/2" P.H. ST/ST MS - - M4 16 1 3/8' -16 x I" HEX. - - GLASS TYPE1' GLASS TYPE 'B'- - M5 - _. E59000-c01 - AS. ROD. -WEDGE racial' EPOM DUROMETER 70 9/t6OVERAL 9/16" OVERALL ALL -L �1 M6 ' ES9000-002 AS ROD. SPACER GASKET EPOM DUROMETER 70 " ' 511111 1111 1/4" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS 3/8" AIR SPACE CONSISTING OF. M7 ES9000-003 - AS NCO. -: NYL BULB VI, BASE-POLYPROPILENE• BULB-TPE - ULTRAFAB, DUROMETER 73 M6 E59000-81 AS-REOD. SETTING BLOCKS AT 1/4 POINTS EPOM DUROMETER 80t5 SHORE A - M9 _ _ _ A5 ROD. 'HINGE 4 1/2" x 4" - - MBA AS ROD. OFFSET PIVOT HINGE ALUMINUM - M12 1 3 POINT LOCK _ - _- - - "- - SPOTS:' 090" Interloyer Troslfol PVB JHELIMA' LOW PROFILE ALUMINUM SPACER By 'Kuraroy America, Inc.' BY "LINGERMANN GMBH. 3/16' HEAT STREN'D GLASS AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT' M13 _ 1 -. KEY CYLINDER - - _ ut4_ 1 THUMBTURN - MI5 1 2 POINT LOCK - M16 - - 1/ LEAF DOOR CLOSURE - "-'- = M17 2 PUSH - Pl1LL - - _ - - - 7 *1 DOW CORNING 983 SIUCONE SILICONE DOW CORNING 795 DOW CORNING 791 DOW \ GE 2000 - I A7jrr \I M19 W13273NK AS ROD. PILE - HEADER - - M20 W23451NK AS ROD. PRE - MTG STILES - - - e..... M22 1/ CLOSER CHANNEL SPACER 5/8'"X'1-3/4" - _ •-- u •-• 1 Y •-• c —, M23 2 THRESHOLD CUP - M24 _ AS ROD. STRUCTURAL SILICONE - - - fT� IV . !� t ``V11NO ', • M25 AS ROD. SILICONE - - - 7-, �pJP I y :N� ''-' M26 2/ CLOSER 1/4 - 20 x 2" HEX. BOLT - - - & \ 1.� G G' _ GLASS TYPE 1 _ 1/6• OVERALL / " 'CJ GLAZING OPTIONS FL #22527 - _ No. 70592 - * - - ••. l$ As'rfo11111'1L M27 3/ CLOSER /10 x 1" P.N. ST/ST SUS - - M26 6/CLOSER /10 x J/4' F.H. ST/ST SIIS - - M29 3/ CLOSER /10 x 1' F.H..ST/ST .SMS _. - _._- _-, -.-_ _____ _—___� drawing no. W17-91_ M30 ROD. /6 x 1 4/2' F.H.ST/ST sus - - M31 w13351NK AS ROD. - PRE - DOOR SWEEP - - M32 W13275NK AS ROD. PEE - HEADER t-.._-_. _. .-_ _.-.._- -_ - s (3-0f 11) Sealed: 10/20/2017 • • ••• • •• •• • • • • •• • . •• •• •• • • • • ••• • . •• •• • • • •••__._. • • ••• •• •• • •• • • • • • • • • • • .•• LOCKS: (See Table #1 or 13'for Load Capacities) OPTION #1: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' #1285 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #10-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) #10-24 X 1/2" FH MACHINE SCREWS AT OTHER END PANIC EXIT DEVICE OPTION #1 OR #2 HINGES: (See Table #1 or #3 for Load Capacities) OPTION. #2: • • • • • • • • • • • • • •• • • • • •• • • • • • • CONCEALED :ER:ICA: ROD ANIC :XI DEVICE Y • •• 'JACKSON !PANIC SYSTEM 422066 LOCATED AT. �1 • • FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND (2) #12-24 1i i/2i Oil MACHINE•SFREWsS•AJ ORAL END OR • • • • • • • • • • ••• • • • • •• • CONCEALED VERTICAL ADD PANIC UfIT DEMICE BY • 'DOR-O-MATJqC__' 10 TE1 a,� E" PROS SILL• • • • AT EACH LE1<f' • FASTENED WITH (2) #12-24 X 1/2" FH MACHINE SCREWS AT ONE END OPTION L ACTIVE KEY OPERATED THREE POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) #12-24 X 1/2" FH MACHINE SCREWS INACTIVE LEAF. MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) #8-32 X 1/4" PH MACHINE SCREWS OPTION #1: OFFSET PIVOT HINGES ALUMINUM AT TOP AND BOTTOM FASTENED TO FRAME AND THRESHOLD WITH #10-24 X 1/2" FH THREAD CUTTING SCREWS (2) AT THRESHOLD, (2) AT JAMB BOTTOM (3) AT FRAME HEAD HEAVY DUTY BRASS OR BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH (4) 1/4-20 X 5/8" MS OPTION #2: 4 X 4-1/2" ST. STEEL BALL BEARING BUTT HINGES LOCATED AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12-24 X 1/2" FH MACHINE SCREWS PER HASP OPTION #2.1: 4 X 4-1/2" ST. STEEL BALL BEARING BUTT HINGES (4) PER LEAF (1) AT 9-5/8" FROM TOP TO CL OF HINGE (1) AT''10-5/16" FROM BOTTOM TO CL OF HINGE (2) INTERMEDIATE HINGES EQUALLY SPACED FROM TOP AND BOTTOM HINGE FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12-24 X 1/2" FH MACHINE SCREWS PER HASP 3/8" HEX STEEL TIP BOLT GUIDE STEEL ROD WITH THREADED ENDS THRESHOLD BOLT Sealed: 10/20/2017 n u 0 v 1' drawing no. W17-91, (sheet 9 of 11) TOP RML WELDED TO VERT. STILE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • -• ••• • • • • ••• FRAME TOP CORNER /10-24 X 1/2. FH THREAD CU TINC SCREWS #10-24 X 1/2" FH THREAD CUTTING SCREWS PNOT THRESHOLD CORNFR THRF$JQl n_ LORNFB THRESHOLD CORNER FL #22527 Sealed: 10/20/2017 • •• • • • • • • • ••• • • • ••• • • •• • •• •• • • •• •• •• • • • • • ••• •• • •• • •• • •• •• •• ••• • •• •• • • ••• • •• • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • Si• • • ••• • •• • • • •• • • • •• ••• •• • • • • • •• • • • • • ••• •• O CONCRETE 3000 PSI N.:• • EDGE QIST.. . TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING HICH STRENGTH GROUT POURED & HARDENED Fa - 5000 PSI MIN. NOT BY ES. WINDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE HIGH THRESHOLD OPTION APPROVED FOR WATER RESISTANCE WHEN USED WITH SINGLE DOORS NOT APPROVED FOR WATER RESISTANCE WHEN USED WITH DOUBLE DOORS • • 1.903 .374 .100 THRESHOLD 7,. COVER ES902 625 .090 TYP. .150 4.970 2.495 -j 2.250 HIGH THRESHOLD ES9026 SINGLE DOOR HI -THRESHOLD CORNER FL #22527 N. 70542 ONAL ,11111��� Sealed: 10/20/2017 A4'u. e COMP -ANL\W17-91E W f, drawing no. W17-91 sheet 11 of 11) 2/23/2018 Florida Building Code Online LORIOA OBPARTMCNT OF Business Professional Regulation Florida py�r P OFFICE OF THE r SECRETARY DBPR NOIRE ABOUT DBPR` �-- , ail `�i_ DBPR DIVISIONS" CONTACT DBPR BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stets & Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search I Product Approval USER: Public User Product AonrnvAl Menu > 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL17897-R1 Revision 2017 Approved 0 E.S. Windows, Inc. 10653 NE Quaybridge Ct. Miami, FL 33138 (305) 624-7775 achamorro@eswIlc.com Javad Ahmad alfarooq@afceng.com Panel Walls Storefronts • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • • • •• • • .••• • • • • • • • • • • • •• • • • • • •• •• • • • • • • • • • • •• • • • • •• • � • • • • • • •• • • • • Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 Keystone Certifications, Inc. 07/16/2025 Ammad Riaz, P.E. [7 Validation Checklist - Hardcopy Received FL17897 B1 C.Q.l SS - ES-8000T-8000 Window Wall System -CI 2017,pS1f Standard AAMA 501 TAS 201 TAS 202 TAS 203 Year 2005 1994 1994 1994 • https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgt2ZOX6B2Y1UpGBtKg1XWwJksPE2rWtC60MSF%2fOIV6aZw%3d%3d 1/2 2/23/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/23/2017 10/23/2017 10/26/2017 12/12/2017 FL # Model, Number or Name Description 17897.1 Series ES-8000 Aluminum Window Wall System Large missile impact resistant aluminum window wall system. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +130/-130 Other: See drawing 17-92 for span vs load combinations and installation details. Installation Instructions FL17897 81 II $S - ES - 8000 Window Wall (E) - 2017 DWG W17-92 pdf Verified By: )avad Ahmad PE# 70592 Created by Independent Third Party: Yes Evaluation Reports FL17897 81 AE SS - ES-8000 Window Wall System (LMI)_ PAE 2017.pdf Created by Independent Third Party: Yes 17897.2 Series ES-8000T Aluminum Window Wall System Large missile impact resistant aluminum window wall system. • •-•_• Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-120 Other: See drawing 15-37 for span vs load combinations and installation details. • • Installation Instructions • • • • • • • • Ill FI 17897 al II SS - ES-Botg-61Virglow Wall Mtgm (M) - 2017 DWG W15-37,pdf • • • ' Verified By: Javad Ahmad Ptt •/DS42 • • • • • • i Created by Independent ThWd tamer Yes • • Evaluation Reports • • • • • • • • • • • FL17897 • B1 AE SS - ES-8EQQ1 lilldow VV�II 6ystam ( S- FAE 2017 p •• •••• • Created by Independent Thfe Virg: Yes • • •• •• • • • • 'Next' Contact Ua :: 2601 Blair Stone Road Tallahassee FL 32399 phone' 850-487-1824 • •• • • • • • •• • • • • • • • • • • •• • •• • • • • •• • The State of Florida is an AA/EEO employer. . ght 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: Credit -Card Safe sccurlty:\IE1'RICS' https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Y1UpGBtKg1 XWwJksPE2rWtC60MSF%2fOIV6aZw%3d%3d 2/2 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description : Manufacturer: E.S. WINDOWS, LLC. Manufacturer Address: 3550 N.W. 49 STREET — MIAMI, FL. 33142 Model Name: SERIES ES-8000 ALUMINUM WINDOW WALL SYSTEM Maximum Frame Width: 84" Maximum Frame Height: 180" Maximum Load: +130PSF, -130 PSF (Large Missile Impact) Installation Drawings # W17-92 FL 17897 Date: 10/23/2017 • • • • • •• • • •• • • •••• •••• • • • • • This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirement . ••• • . • • The above maximum parameters do not occur simultaneously. ••• • • • • See installation drawings for combination of span vs Toads and anchociypt.• •._•_• Comparative analysis used _ Yes X No • Mandatory Tests (Tested in accordance with AAMA 501/101/I.S.2/NAFS/TAS_�02) e• ' TEST DESCRIPTION TEST LOCATION TEST REPORT TEST 7.. • ; Test. DATE REPORT # Seal#d p9. • ASTM E283 Air Infiltration Fenestration Testing 12/19/2007 FTL-5447 Michael R. Wenzel, P.E. Leakage Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. 08/16/2017 FTL-9605 Idalmis Ortega, P.E. ASTM E331 Water Fenestration Testing 12/19/2007 FTL-5447 Michael R. Wenzel, P.E. OR ASTM 547 & Penetration Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. TAS 202 08/16/2017 FTL-9605 Idalmis Ortega, P.E. ASTM E330 Uniform Static Fenestration Testing 12/19/2007 FTL-5447 Michael R. Wenzel, P.E. & TAS 202 Air Press. Laboratory, Inc. 03/24/2016 FTL-8372 Idalmis Ortega, P.E. 08/16/2017 FTL-9605 Idalmis Ortega, P.E. •• • • • • • •' • • • • • 9360 Sunset Drive, Suite 2201 Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 1 www.afceng.com 1 alfarooq@afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT DATE TEST REPORT # Test Sealed by FBC 1626.2 (TAS 201 & 203) ANSI Z97.1 Large Missile Impact & Cyclic Fenestration Testing Laboratory, Inc. 12/19/2007 03/24/2016 08/16/2017 FTL-5447 FTL-8372 FTL-9605 Michael R. Wenzel, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. Under the lim'tations of the attached installation drawings, to the best of my know above product conforms to the requirements of the 2017 Florida Building edge and ability, the Code. Evaluation Report Engineer: Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 `Jpp ,AHM,, ,,,,,., No 70592 O'. S T • F �'F .•' ° a,•,.'' ,,���SS;,;;;;; �. `,Sealed: iv ‘•� 10/23/2017 . • .. • • •• . . .... ..• . .... •• . ..• . .... . • .... . . . • . . . . . . ..• . . • . . .. .. . . • • ..• . • . . . . • • • • • . • • • • • • • 9360 Sunset Drive, Suite 2201 Miami, FL 33173 I T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com 1 alfarooq@afceng.com U 4• MAX. HEAD/SILL CORNERS 1 Y ANCHORS TYPE A, 8, C OR D I 2, 3. 4 OR 5 AT EACH JAMB--' SEE SHEETS 5, 5.1 & 5.2 SERIES 8000 ALUMINUM WINDOW WALL SYSTEM THIS ,TmTtM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED 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-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSWIIAR MATERALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERAL: AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE 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 OPG SEE A II SHEET 2 �JII SEE SHEET 2 - ; 11 - SEE SHEET 2 J1 III'I SEE' SHEET 2 I ®'I_ I r-= I 9O // I 'j . Y N n S x c '/ /, el / I C / /, r. 's I'I11 4' 1IAX. N;1 " 11 111 111 I I - 1I , 1 HEAD/SILL 1 _._ MAX-MUL ON SPACING i SEE SHEET 3 & ANCHORS TYPE A, 8, C OR 0 2, 3, 4 OR 5 AT EACH SIDE OF MUUJON--' Fr S Ajt & 5.2 ON j TOPICAL ELEVATI INSTRUCTIONS. USE CHARTS AS FOLLOWS. SEE 'E.S.\WWOOWS L.M.I. D00R\ PP' R AL FOR DOOR RATING & DETAILS. \ _DOOR MULLION ANCHORS SEE SHEET 7 STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WINO ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEEt•2•F0Te dGN10AS CAFAITY • OF DESIRED GLASS SgE. • • CHECK MULLION CAPACTY FOR**YEA, SPRCW AN• HEIGHT USING CHART SHEETS•3 N 4 •OR • • WINDOW WALL MULL D IME1S B &els FOR • DOOR MULLION THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. CHECK ANCHOR CAPACITY FOR WINDOW WALL SYSTEM USING CHARTS •SHEETS %•5.1 & 5.2E • • • FOR DOOR MULLDN 'ANCHOR CAPACITY•SEE•CHART • ON SHEET 7. • • • • • THE CAPACITY %eV EX� TH1 DEAN L. • THE LOWEST VN.UC RESULTING FROM SAWS 2, bANO 4 SWILL APPLY TO ENTIRE SYSTEM. • • • • • • • • • • • • • • • • •• •• • • • • • D.L. OPG. WIDTH. SEE CHART SHEET 2 2 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE Wl0OW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN N DOTTED UNES AND °BINNING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE UTES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS LARGE MISSILE IMPACT • •• *-CATRACTIOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND • R4RALIATId•OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION • PI•VDOD•E/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. • .. THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED RNALD IF, ALTERED DY ANT MEANS. C- 511E SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER CO N•NTECI WHICH FILL INCOME THE ENGINEER OF RECORD (E.O.R.) FOR TAW PRPJE9J AND WHO WILL BE RESPONSIBLE FOR THE PROPER U•E Oj THj P, . ENGINEER OF RECORD. ACTING AS A DELEGATED • ENGIYEW 7Q,TNE .E.D. ENGINEER SHALL SUBMIT TO THIS TATTER THE SITE SPECFE 1_ftlii FOR REVIEW. 0- TIPS,.E.D. SIVA- REM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • OVAL Sealed: 10/23/2017 x1 o t $ 0 9 drawing no. W17-92 sheet 1 of 12 FRAME WIDTH 78 1/2" MAX. x' m g 11 ; f D.L. OPG. 14 MAX. SPACING FOR 1/4' SHIMS OA I I I 8 MAX. SPACING FOR 3/8" SHIMS I 1 1 1 - - 1 1 I FRAME HEIGHT 174 1/2" MAX. O.l. OPG. - - I I 1 ,1.. 1 1. _. 1 _.1.__.J 1 1' -L- J__ 1 •1 1 1 1 1' 1 1 1 I - 1 I,., 1 4 yI I I; I 14" MAX. SPACING FOR 1/4" SHIMS Oa 14" MAX. SPACING FOR 1/4' SHIMS I IF 1 t . �. _ _ - - HEAD/SILL FOR 3/8' SHIMS TYPICAL ELEVATION SINGLE (0) PANEL CORNERS • •• ••• • • • • • •• • • • •• • • • •• ••• •• • • • • • • • • • • ••• MAXIMUM ti.91GN FOAD•RAVIN* .• 0 70.0 RSF. • • • • • • •—Job PST: (FOR SINGLE ISIRS SH RIN N THIS SWEET DR EMNIER) • • • • • • • • • • • 1• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILICONE DOW CORNING 963 1/4" HEAT STREN'D GLASS 090' Inlerlayer SentryGlos By 'Rummy Am•rim, Inc.' 1/4" HEAT SIREN D GLASS GLASS TYPE 1B1' # '%,1 FL 17897 a71,,,HNA,‘ Sealed: 10/23/2017 drawing no. W17-92 shoat 1.1 of 12) !_ _ _GLASS LOAD CAPACITY - FSPl-_---- I NOMINAL DIMS. LASS TYPE GLASSTYPE 'D' MEAN H 01.0. HEIGHT TEXT.(+LNT.S) BILK/WEN! S 28" _ _ 80.0 __130.0 ' 32• 80.0 130.0 36' -- 60.0 _ 130.0 4l E��^1 .( 1310 44-1/4' t84_1/2 1 80.0._ 130.0 1 4f' r+_ 80.0 I 130.0 52" _ 80.0 ._ 130.0 28' i _.. 80.0 130.0 _. _. 32' I 80.0 130.0 36" ._ 80.0 _ 130.0 _ 40' 90-1/2" 80.0 130.0 44-1/4' 80.0 130.0 1 48" 80.0 130.0 52 80.0. _ 130.0 28' 80.0 130.0 32' 80.0 130.0 36' 80.0 130.0 40' 96-1/2' . 80.0--- 130.0_ 44-1/4' 80.0 130.0 48' 80.0 _ . 130.0_ _. 52' 80.0 127.2 28' ._ _ 80.0 _ 130.0 32' 80.0 130.0 36' 80.0 & _ 130.0 _ 40' 102-1/2' 80.0 ¢ 130.0 44-1/4' 80.0_ 130.0. 48' 80.0 128.9 28' j 80.0 130.0_ 32' 1 80.0 I 130.0 36' 108-1/2' I 80.0 130.0. 40' ( 80.0 130.0 _44-1/4' __. _._ _ 80.0 ---130.0 28' I 80.0 130.0 32' _ 80.0. I 130.0 36' 80.0 130.0 40' 114-1/2' 80.0 130.0 44-1/4" 80.0 130.0 48-1/2' _ 90.0 51-1/2' - 90.0 44-1/4' - ' 90.0 48' 120-1/2" - 90.0 .. 50' _ - _.-. 90.0 _ - 44-1/4• - 90.0 _. 48" 126-1/2' - 90.0.. 40' ... - - 90.0 44-1/4' 132-1/2' - - 90.0 --- 46' - 90.0 40' -_ 90.0 44-1/4• 1�_7/2' - 90.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. D.L.O. HEIGHT D.LO. WIDTH D.L.O. WIDTH r D.LO. HEIGHT D.LO. HEIGHT • SILICONE DOW CORNING 982 DOW CORNING 795 n ALTERNATE BUTTON BUMPER IN LIEU OF VINYL SPACER® 1/4' HEAT STREN'D GLASS .090' Interlayer _ Troeifol wLi By 'kureroy Americo, Inc.' SILICONE DOW CORNING 983 DOW CORNING 795 1/4" HEAT STREWD GLASS .090' Interlayer _ SentryGlas •Dy 'Kuroray America, Inc.' 1/4" HEAT STREN'D GLASS g - 1/4• HEAT STREN'D GLASS GLASS TYPE I -GLAZING .OPTIONS •• • • • • • • • • •• • • • • • • •• • • • •• • • • •• • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUTS=. : • • • • • • • • • • • • • • • "�•aY • • •• • • • • • • • • . gfASS 1 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • GLASS TYPE 'B' FL #17897 A1�111111 I I f/,/'-'' ix_u _- -I • F*(. (305) 638-515E 0 c V .4 •' o c • 0 drawing no. W17-92 sheet 2 of 12) • SILICONE DOW CORNING 982 DOW CORNING 795 n ALTERNATE BUTTON BUMPER IN LIEU OF VINYL SPACER® 1/4' HEAT STREN'D GLASS .090' Interlayer _ Troeifol wLi By 'kureroy Americo, Inc.' SILICONE DOW CORNING 983 DOW CORNING 795 1/4" HEAT STREWD GLASS .090' Interlayer _ SentryGlas •Dy 'Kuroray America, Inc.' 1/4" HEAT STREN'D GLASS g - 1/4• HEAT STREN'D GLASS GLASS TYPE I -GLAZING .OPTIONS •• • • • • • • • • •• • • • • • • •• • • • •• • • • •• • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUTS=. : • • • • • • • • • • • • • • • "�•aY • • •• • • • • • • • • . gfASS 1 • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • GLASS TYPE 'B' FL #17897 A1�111111 I I f/,/'-'' ix_u _- -I • F*(. (305) 638-515E 0 c V .4 •' o c • 0 drawing no. W17-92 sheet 2 of 12) i MULLION LOAD CAPACITY - PSF ' MULLIONS WITHOUT INTERMEDIATE HORIZONTALS - - - -- - ._JAMB. '72' - ..... I JAMB .J1' JAMB 11' JAMB 'J3' JAMB 'J3' NOMINAL DIMS. MULL 'MCMULL 'M2' MULL '93' MULL 'M4,. _ l"ET<C-(r- EXT. CO EXT." (+).- -EXT. (+) W1OTH (W). FITMIE HEIGHT INT. (-) _eT. (-) _ INT. (-) INT.(-).. 30' __ 170.0... 130.0- __ 130.0 __ 130.0 36- ......,.., 130.0 130.0 130.0 130.0 42• 86-1/2' I]0.0 130.0 1J0.0 130.0 .._...;:ai,, 130.0 130.0 130.0 130.0 54' ' .... 130.0 _ 130.0 - 130.0 80' 127.3 130.0 130.0. _ ,_ 130.0_ _ 30' U0.0 _ 130.0 _.._ .. 130.0 . -- 130.0 36' 130.0 130.0 130.0 130.0 42' 130.0. - 130.0 130.0. 130.0 ,. 48" 90• 130.0 130.0 130.0. 130.0_ 54' 122.9 130.0 130.0 130.0 60' 114.9 130.0 130.0 130.0 30' _- 130.0 130.0 _ 130.0 _ _-_130.0 - 36- 130.0 _ 130.0 _ .. _ 130.0_._ _130.0..: 42' 121.1 - '130.0 130.0 130.0'- 48' 98. 108.6 130.0 130.0 130.0 54- . 99.4 130.0 125.6 130.0 _ .. 92.4_ .. _ 130.0_ _ 116.3 _ _ 130.0_ 30' 36' 127.6 130.0 130.0 130.0 '- 42' 98-1/2' 111.6 130.0 - 130.0 130.0 100.0 _ 130.0. _ _ 130.0 - 130.0 48' 54' 91.4 130.0 118.6 130.0 58" 86.8 130.0 112.4 - 130.0 -- 30' 130.0 130.0 130.0 130.0 - 36' .. _ 114.5 . _ 130.0 _. _. 130.0 130.0 42' 100.0 130.0 _ - 130.0_ 130.0 __. 48' 102' 89.5 ` 130.0 - 120.9 130.0 54' _.. 81.6 - 130.0 109.E _._ 130.0 56- -- 79.4 - 127.7 _ 106.7 130.0 30' 113.5 ._ 130.0__ __130.0,- 36' 95.9 ' 130.0 - 130.0 130.0 42- 106• 83.E 130.0 120.3 130.0 - 48- 74.6 120.0 _-. 107.0 130.0 - 53•- ....-. 68.8.- - . 110.7. . 90.4 ._ 130.0... - _30• 36' 89.4 130.0 130.0 130.0 42• 110-1/2' 77.8 125.2 114.7 130.0 48' . 69.4.-. _ 111.6 101.9 _. 130.0 ,.. 52' 64.9 104.5 95.1 .130.0 30' - - 98.2 130.0 -_. 130.0 130.0 36' 91.2 130.0 123.8 130.0 42- 114' 70.8 -113.6 107.4 130.0 _ 48• 62.9 101.1 95.3 130.0 ". 50' 60.6 97.7 92.0 130.0 30" 82.3_ 82.3_ 130.0 130.0 130.0 36' - 69.3 111.5 111.4 - 130.0 42' 120• 60.2 96.9 48' 53.5 86.1 85.5 130.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCHORED JAMB OPTIONS MULL OPTIONS MULLION LOAD CAPACITY - P5P MUIUONS I/O 9FftR19MTE BORIZOM1A1S IAMB J2 JAMB '13' NOMINAL DIMS. '. MULL 'M4% OO. (+) 9101N (W) FROME. NDGNTI ea. (-). sr 30' 90.0 36' 42" 126' 90.0 48• 54' 30' 90.0 3•' 90.0 42' 132' _-- 90.0 48• 90.0 ' 52' , 90.0 30' 36• 90.0 42' 136• ( 90.0 48' ( 90.0 50" __ `.._ 86.9_ 34' , 90.0 42' 144' is 89.4 79.0. UNANCHORED JAMB OPTIONS MULL OPTIONS Ix ei'4 Sx M-3 6.6509 2.6421 Sz 9(3 6.7195 2.6757 JAMB '12' Iz 94'4 5x OY'3 10.6486 4:4452 MUWON 'M2' Ix 9J"4 9z"9i3 10.8072 3.7590 tot W1 _ W2 W3 a WIDTH (W) - WI AT FRAME JAMB WIDTH (W) W2 + W3 • • • Oh FRAME IAUWQ11 • 2 • • • • • OOO • • • • • • • • •• • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • •• •• • • • •• • • ••• •• • •• • • • • • • • • • • • • • • • • • • • • • • • 0410 • • • 000 • • JAMB '13' ALUMINUM STEEL ___ - TOTAL 9 mum + Y x1L E 2.2 Ix 8(4 6.6509 2.7506 14.6276 MUWON 'M3' So Y1"3 2.6421 1.2225 Iz 9P'4 3z M-3 I: 9J-4 Sr ' 9Y'3 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 STEEL 2.7506 1.2225 STEEL 3.7533 1.668 TOTAL Y MUM 4699.x 29 14.6962 TOTAL k PLUM 12 al 29 17.6047 MULLIONS FL #17897 aJ,,,,n Sealed: 10/23/2017 (sheet"3 of 12) MULLION. IAAD CAPACITY - PSI, _: ...._ MULJJONS WITH INTERILEDIATE HORIZONTALS ® ® c- ',A.)" t STORE\WI7-92ES1 , UNANCHORED JAMB_OPTIONS{L � COO O t i 1 © JAMB 'l/'.. JAMB 'Jl'- JAMB 'J2' JAMB '13' i JAMB Y3' Z y P $x F 2 j6d et i V `.0 fg t LL 8 1 ' r eC! a W pg G 1 ^ 4= = la N IL N - 2 J 31tlrI3 J t 5 S s r NOMINAL DIMS. MULL 'MI' MULL 'MC MULL 'M3' MULL 'M4, MULL OPTIONS ` ` t- MOM (w) FR6& NE99t1 EXI. (+) .. INT. (-) CO. (+) INT. (-) (XL. (+) INT. () FXT. (4) _ WT. (7) -.. ( �. I ` 1' 1J _. 30' . -_-. 130.0. . - 130.0 1300 !._ 130.0 36• 130.0 130.0 130.0 130.0 42• 130.01b.0 130.0r JAMB '11' JAI R 'J2' JAMB '13' Ia• 78-ib.0 130.0 1300 1200 -_-130.0- 54' .. 130.0 130.0 _ 130.0 130.0 ' ,... 60. -_ , ,._ 130.0 130.0 ._ 130.0 _ -130.0 19' IN-4 Si' IN-3 Ix K'4 80 9W3 lx IN-4 S. W-3 b' • 130.0 130.0 130.0 , 130.0 6.6509 2.6421 10.6436 4.4452- ALUMINUM-_-_ 6.6509 2.8421 STEEL 2.7506. 1.2225 l 36' 130.0 130.0 130.0 -130A bNW 4 t. SR x 2A 14.6276CC 42' 66-l/2• 130.0 1b.0 me - 1b.0 48• 1b.0 Ib.O 1b.0 Ib.O - ® ft ® 54" 118.9 ._ _..130.0 130.0 _ 130.0 60' 107.0 .... 130.0 _. __ 1245 ;,,._._130.0 - © i � Q © C � © © h LJ!H O I. CD r .�.. � �I •, (t� '1l 30' 130.0 130.0 130.0 130.0 36• 1b.0 1b.0 .. .1300 , 130.0 (SERIES 8000 ALUM WINDOW WALL SYSTEM (LM.I.) E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 63S-5151 FAX. (305) 636-515e 42' 130.0 130.0_ _ 130.0 _ _130.0 se' �, 119.2 _ 130.0 130.0 7}0.0 54' 105.9,_ . 130.0. _128.1 , _ 130.0 60' 95.3 130.0 115.3 130.0 ... J0130.0` -_130.0 ,_t30.0` . 130.0 MULLION 'M1' MULLION 112' MULLION 'M3' MUWON 'M4' 35- 130.0 130.0 130.0 130.0 42' 112.2 130.0 130.0 130.0 48' 96' 98.2. - 130.0 _ 128.7_ _ 130.0 ls. •M'4 So 84-3 la . IN-4 SX: W 3 I: OY'4 00 Nf3 Ix 0r4 So IN7 6.7195 2.6757 10.5072 3.7590 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195- -2.6757- 54' 87.3 130.0 112.6 . 130.0.,. STEEL 2.7506 1.2225 STEEL 3.7533 ' 1.666 60' 78.5 122.1 101.4tb.0 1• •AL4 1. m x 29 14'6962 OT hi WY 4 8 m x 271 17.6°47 30 130.0 130.0 130.0 , 130.0 _. 36' 121.2 130.0 130.0 130.0 - 42• 98_1/2• _ 103.9 _ - 130.0 _130.0. _ 130.0 48' - 90.9 . . 130.0. 120.3,.. , t30.0___ MUWON LOAD CAPACITY - PSF MUWONS9RE_DRSEII90IATE ammonia INTERMEDIATE HORIZONTALS \\\, 54' _ 80A 128.9 107.0 130.0_ sir752 120.0 99.6 130.0 -- __... -JAMB 'J2' , IAMB '13' IFNANLHORED JAMB OPTIONS 30' 130.0 130A 130.0 130.0 s: revision no dote by oescnobon NOMINAL DIMS. MULL 'M4' MOIL OPTIONS 36' 109.1 130.0 130.0 130.0 MOTH (w) FRAME HECK EXT. (+) en. (-)_ V 42' _ 93.6 - _ 130.0 ... _ 128.3 - 130.0 se' 102' 81.9 130.0 112.2 _. 130.0_ 54- .90.0_ 54' _ 72.8 117.0 - 99.8. . 130.0 57' 120' 90.0 56' 70.2 112.8 962 - - 130.0 30'_ - 90.0 30' 110.3 130.0 130.0 130.0 36' 90'0- 36• 91.9 _ - 130.0 _ 130.0 130.0 42• 126' ..., 90.0,4.- 42' tor 788 . 12a.8_ , 114.4 130.0. _ 48• 90.0 L W1 I 3,12 _) W3 j 69.0 69.0 110.9 100.1 130.0 54' 90.0 53' 62.5 100.4 - 90.7` 130.0 b' 90.0 WIDTH (W) - W1 30" 103.0 130.0 130.0 130.0 b' fOA. • • • • i AT iRE JAMB 36" . 85.8_ 130.0 I 127.5 _ -. 130.0 42' 132' 90.0 • • • • • • • • ••7 • • MULLIONS -- ---- -- 42' 110-1/2' 736 _ 1183 �_1093 _ 130.0 48• 90.0 • • • WIaTY NO 93 -w-- 2 ffft 48' 814_ .103.6 -95.6 ... 130.0 _.. _ 52' '� 90.0 • • PR FRAMs yt• • • • • • 771111111 • • • • • • • • • \ eJJI ,„ 52' _ 594 956 893 130.0-� b' 80.0_ _ \\ �/1 � •• ••• •• • • • •• \\\ �•, ���� •••• 30• ---93.8 Ib.O ib.0 1b.0 39' 90.0 M 36' 78.2 125.7 119A 130.0 42" 138' 90.0 • N6. 7D5Y2 42' 114• 67.0 107.8 . 102.7 130.0 _ 46' 88.6 • ••• • ••• _ _• s8• 58.a. .- 91.5... -_ 89.8 .. . 130.0 50' _ _ -__e3.1_ • • • • • • • • • • • • A:*_ i- 50' S6a 903 e6.2 1b.0, .. b' 90.0 • • • • • • • • • • - • • ����,� t drowiny 1•0. ....W17 92 JO' 80.4 - 129.4 t29.7--- 130.0 36' 141• 90.0 - - _•120' • • • • • • • • • • • • • • • • • • • • 36' 67.0 107.8 108.1 1b.0 42' 87.1 NDiE: • • • •• • 42' S7S 92 4 �_92.7 1b.0 _ 130.0 4e' 76.2 INTERPOLATION BETWEEN WIDTHS ALLOWED. �� \ FL #17897 •�NALta``� soaa a0.9 al.l- 1b.o (sheet 4 0112) Sealed: 10/23/2017 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • INTERMEDIATE HORIZONTALS OPTIONAL ALL FIXED LITES WI •L W2 WIDTH (W) - WI + W2 2 I I I I I -L 4• 7YP. (W) 2 4. N7DTH (W) W12 + W24 I I I 1 1 I n3 _f 3 P. 4• TYP. 4-=-I =— 1= -I I-= nP. ttP. nP. A2. B2. C2. rig A3. B3. C3. D3 A4. H4. C4. D4 ANCHORS TYPES. SEE SHEET 8 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 - (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D2 = (2) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MUWON A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULUON B4 = (4) ANCHORS TYPE '8' AT EACH SIDE OF JAMB AND MUWON C4 = (4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MUWON D4 = (4) WANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MUWON A5 = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B5 = (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MUWON C5 (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 11111 11111 7YP. AD. B5. C5 L , W1 W2 WIDTH (W) wi_+ wz_ 2 •• • • • • • • • • •• • • • • • • • • • •• • • • •• • • • •• SEE SHEETS 5, 5.1, 5.2 do 7 FOR ANCHOR CAPACITY CHART. SEE SHEET 8 FOR ANCHOR DESCRIPTION. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FL #17897 ANCHORS ....^I Ili No.70592 Sealed: 10/23/2017 Oq A ry W 1P1 Y O fib § urzglg W N T. drowing no. W17-92 sheet 5 of 12) ,. VIV STORE \W17-92ES II ANCHOR LOAD`CAPACTfY = PSFEXT.(+) & NT.(-) ANCHORS. TYPE 'A'. - _ _ ANCHORS TYPE -'D kNC1I0RS TYPE C' I 1/4" MAX. SHIM AL-FAROOQ CORPORATION ENGINEERS ! PRODUCT DEVELOPMENT 9380 SUNSET DRIVE. SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (306) 2848100 FAX. (306) 2524878 NOMINAL DIMS. 3/SHIM SPACE I 1/2" SIIIM-SPACE _ 3/8" SHIM. SPACE _. 1. 1/2"_ 81HM__ SPACE..,_ SPACE - L 3 8" SIIIM i 1/2" SHIM SPACE ANCHORSTYPE 'D' I WIDTH (W) FRAME HEIGHT A2 e A3 A5 A2 - ` A3 A4 A5 -: B2 B3 B4 65 ; 82 B3 B4 1 B5 - ` C2-1-C3 C4 _,' C5 C2 _` C3 - C4 C5 D2 ' D3 D4 30" 61.3 i 91.9. 122.2 130.0 147.9 71.9 95.9 119.9'. ' 67.9 101.9 130.0 130.0 i 53.3 106.5 130.0 115.9 130.0 130.0 130.0 91.4 130.0, 130.0 130.0 130.0 130.0 130.0 36" 51.1 76.6 101.8 127.6 ' 40.0 59.9 79.9 _99.9 . . 56.6. 84.9 113.2 130.0 144.4 68.8 .111.0 96.6 130.0 130.0 130.0 78.2 114.31 130.0 130.0 130.0 130.0 130.0 � -"'"'48' 86-1/� 43.8 65.6 87.3 109.4 34.2 51.4 68.5 85.8 483 726 97.0 121.3 38.1 78.1 95.1' �2.1� 123.7 ,130A130A 65.3 98.0 130.0 130.0 124.0 - 130.0 130.0 :::::] 38.3 57.4 76.4 95.7 i 30.0 44.9 59.9 74.9 142.5 _.. _- 84.9 106.1 1333 66.8. 83.2 72.4 106.2 130.0 130.0 57.2 85.7 114.3 130.0 ,108.5 170.0 130.0 34.0 51.1 67.9 85.1 ! 26.6 40.0 53.3 66.6 37.7. 56.6 75.5 94.3: 29.6. 59.2 ' 74.0 64.4 96.2 . 125.7 130.0 50.8 , 792 101.6 127.0 ' 96.4 130.0 130.0 80" 30.6 45.9 61.1 76.6. i. 24.0 36.0 47.9 59.9 1 34.0 50.9 67.9 54.9 1 26.6 53.3 i 66.6 57.9 86.6 115.9 130.0 - 45.7 68.8 914 114.3 86.8 130.0 130.0. 1 30- 58.9, 88.3 117.4 130.0 ,__46.1. 69.1 92.2 115.2 65.3 _97.9 130.0 130.0 i' 51.2. 76.8 102.4 128.0 111.4 130.0 130.0 130.0 87.9 130.0 130.0 130.0 130.0 130.0 130.0 36' 49.1 73.6 97.9 122.7 38.4 57.6 76.8 96.0 54.4 81.8 108.8 130.0 ) 42.7 54.0 85.3_ 106.7 92.8 .130.0 130.0 130.0 73.2 .109.9 130.0 130.0 130.0 130.0 130.0 42' 42.1 63.18.1.9 105.1 , 32.9' _ 49.4 85.8 82.3 '48.8.89.9 93.3 118.8ii 36.6 54.9 73.1191.4 79.5 118.91 130.0 _30.0 82.8 i_ 125.E 130.0 _94.2 .119.2 '130.0 130.0 48" 90' 38.8 55.2 73.4 92.0 1 28.6,; 43.2 57.8 72.0. 40.8 , 61.2 _ 81.8 102.0 32.0 _ 45.0 _ 64.0 80.0 69.6 104.0 130.0 130.0 54.9 182.4. 109.9 130.0 104.3 .130.0 130.0 54- 32.7 49.1 65.2 51.5 25.6 38.4 51.2 84.0 1 38.3, 54.4 72.5 ' 90.7 ' 28.4 42.7 56.9 71.1 61.9 92.4 -123.7 130.0 48.8 ' 73.2 97.7 122.1 92.7 .130.0 130.0 1 60" 29.4 44.2 - 58.7 73.6 1'23.0 34.6 46.1 57.6 132.6 49.0 65.3 81.6 125.6 384 51.2 64.0 55.7 83.2- 111.4 130.0 43.9 165.9. 87.9 109.9 ,83.4 125.1 130.0 1 30' 55.2 82.8. 110.1 130.0 . 43.2 , 64.8 -86.4 108.0 61.2 91.8 122.4. '130.0 48.0 _72.0 96.0 120.0 104.4. 130.0 130.0 130.0 : 82.4 123.8 130.0 130.0 130.0 130.0 130.0 36" 46.0 69.0 91.8 115.0 36.0 54.0 72.0 90.0 151.0 76.5 102.0 127.5 140.0 60.0 80.0 ' 100.0 87.0 130.0 130.0 130.0 68.7 103.0 130.0 130.0 130.0 130.0 130.0 42' 96, 79.41 59.1 76.6 _ 98.8 30.9 46.3 61.7 - 77.1 _ 43.7 65.8 87.4 109.3 34.3 51.4 88.8 -. 85.7 74.6 111.4 130.0 130.0 58.9 88.3 117.7 130.0 1111.7 130.0 130.0 SERIES 8000 ALUM WWDOW WALL SYSTEM (LM.I.)] E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI, FL. 33142 TEL (305) 635-5151 FAX. (305) 638-5155 48" 34.5 51.8 68.8 86.3. 1 27.0 .40.5 54.0_ 67.5- 1.38.3 57.4_ 76.5 95.6 30.0. '_45.0 60.0 75.0_ 65.3_ , 973 130.0 130.0 - 51.5 . 77.3. 103.0 128.8 97.8 130.0 130.0 54' 30.7 1 46.0 - 81.2 76.7 , 24.0 36.0 48.0 60.0 1 34.0 51.0 68.0 ' 85.0 26.7 40.0 53.3 66.7 58.0 . 86.7 116.0 130.0 45.8 68.7 91.8 1114.4 ' 88.9 130.0 130.0 60' 27.6 - 41.4 - 55.1 69.0 - ! 21.6 32.4 . 43.2 54.0 ° 30.8 45.9_� 81.2 . i 76.5 '24.0 36.0 48A 60.0 52.2 ' 78.0 104.4 130.0 _ 41.2 . • 61.8 _ 624 '' 103.0, , 78.2_ �117.3 130.0 30" 53.8_ .80.7' 107.3 130.0 1 42.1. 63.2_ _84.2 105.3. 1 59.6. 89.5 119.3 ''130.0 48.8_ 70.2 93.6 117.0 101.8 I130.0 130.0 130.0 80.3, 120.5 130.0 130.0! .130.0 130.0 130.0 36' 44.8 67.2 89.4 112.1 1 35.1 52.8 70.2 67.7 1 49.7 74.6 99.4 124.3 39.0 55.5 78.0 97.5 84.8 126.7 130.0 130.0 66.9 100.4 130.0 130.0 127.0 130.0 130.0 42" 98-1/2' 38.4 1 57.6 76.6 96.1 30.1 -- 45.1 60.1 75.2' 42.6 63.9 85.2 106.5 33.4 50.1 66.8 83.5 72.7 108.6 130.0 130.0 574-9 86.0 114.7 130.0 108. 130.0 130.0'. 48' 33.6 , I, 50.4 67.1 54.1. 1 26.3 39.5 52.8 85.8 1 37.3 55.9 74.8 93.2 29.2 43.9 , 58.5 73.1 83.6 195.0 127.2 130.0 50.2_ 75.3 100.4 125.5. ! 95.31 130.0 130.0. 54' 29.9 1 44.8 59.6 ' 74.7' ' 23.4 35.1 46.8 583 1 33.1 49.7 66.3 `, 82A 26.0 39.0 52.0 65.0 56.5 184.5 113.1 130.0 44.6. 66.9 89.2 '111.5.. 84.7 127.0 130.0 SEE SHEETS 5 AND 8 60" 26.9 ' 40.3. 53.7 87.2. i 21.1 31.6 42.1 52.6 29.8 44.7 59.8- I74.6 23.4 35.1 .48.8 58.5" -50.9- 1 76.0 101.8 127.2 40.2. 60.2 80.3 100.4 i 76.2 114.3 130.0 FOR ANCHOR DESCRIPTION. 30' 52.0 _ 77.9 103.6 129.9 140.7 61.0 51.3 101.6 " 57.6 86.4 ,115.2 130.0 45.2 67.8 90.4 112.9 98.3 '130.0 130.0 130.0. _77.6 _ 116.3 130.0 130.0, 130.0 t V O O O O 130.0', 36" 43.3 64.9 86.4 108.2 03.9 50.8 67.8 04.7 ' 48.0 72.0 96.0 120.0 37.6 56.5 -. 75.3 94.1 81.9' 122.4 130A 130.0 64.6 98.9 129.3 130.0 122.7 130.0, 42' 37.1 55.7 74.0 92.8 1 29.0 43.6 58.1 72:6 41.1 - 61.7 82.3 102.9 32.3 1 48.4 . 64.5 80.7 70.2 104.9 130.0 130.0 55.4 83.1 110.8 130.0 105.1 130.0 48' 102' 32.5.. 48.7 64.8 51.2 125.4 38.1 50.8 63.5 36.0_ 54.0 72A 90.0 25.2 42.4 .56.5 70.6 61.4 91A 122.8 130.0 48.5 72.7 98.9 121.2 ' 92.0 130.0 54' 26.9 1 43.3 57.6 72.2 1 22.0 33.9 45.2 563 32.0 48.0 64.0 60.0 25.1 1 37.6 1 50.2 62.7 54.6 81.6 109.2 130.0 ' 43.1 64.8 86.2 107.7 81.6 130.0. 60' 26.0 1 39.0 : 51.8 64.9 120.3 30.5 40.7 ' 50.6 28.8 43.2 ' 57.6 72.0 22.6 . 33.9 145.2 565 49.1 73.4 98.3 122.8 -..-56.2 388 77.6 , 96.9 73.6 130.0 30' 49.1 "73.6 97.9. 122.7 1 38.4 57.6 78.8. 96.0 54.4 81.6 .108.81 130.0 42.7. 64.0 ' 85.3 108.7 _928" 130.0 130.0 130.0, 173.2 /09.9 130.0 130.0 130.0 130.0 130.0 38' 40.9 1 61.3 81.6 102.2 . 32.0 48.0 64.0 80.0 45.3 66.0 90.7 113.3 35.6 ' 53.3 1 71.1 88.9 77.3 115.6 130.0 130.0, 61.0 91.6 122.1 130.0 115.9 130.0 130.0 42' 35.0 E 52.6 69.9 87.6 127.4 41.1. 54.9, 68.6 35.9 56.3 1-77.7 '97.1 30.5 45.7 61.0 76.2 66.3 99.0 130.0 130.0, 52.3 78.5 104.6 130.0 99.3 130.0 130.0 46" 108" 30.7 7 46.0 61.2 ' 76.7 124.0 38.0 _48.0 60.0 34.0 51.0_ t 68.0 85.0 28.7 40.0 153.3. 66.7 58.0 86.7 116.0 130.0 45.8 68.7_ _.91.6 `. 114.4. 86.9 130.0 '130.0 54" 27.3 i. 40.9 ' 54.4 f 68.1 21.3 32.0 42.7 53.3 30.2 45.3 ' 80.4 . 75.5 23.7 ' 35.8 ; 1 47.4 59.3 51.6 77.0 103.1 128.9 ' 40.7 61.0 81.4 101.7 77.2 115.9 130.0 60' 24.5 1 36.8 48.9 61.3 - 26.8 38.4 48.0 27.2. 40.8 . 54.4 65.0 21.3 32.0 " 1 42.7 53.3 4614 , 69.3 92.8 116.0, ' 36.8 54.9 73.2 91.6 :. 69.5 104.3 130.0 30' 48.0. ,71.9 95.7. 119.9 137.5 56.3 75.1. ; 93.6 53.2 79.8 ,106.3 130.0 41.7 62.6' -83.4 104.3. - 90.7 130.0. _130.0 130.0 171.6 107,4 130.0 130.0 130.0. _130.0 O 0 G 0 G 0 0 G C O 36' 40.0. 59.9 79.7 1 99.9 31.3 46.9 62.6 1 78.2 44.3 68.5 1 88.6 110.8 34.8 % 52.1 1893 58.9 75.6' 112.9 130.0 130.0 , 59.7 89.5 119.3 130.0 113.2 130.0 42' 110-1/2' -34.3 51.4 _65.3 85.6 26.6 40.2 53.6 67.0 38.0 57.0 .76.0 94.9 29.8 44.7 59.6 74.5 64.8 96.5 129.8 1130.0 51.1 76.7 102.3 127.8 .97.1 130.0 �""' 48" 30.0 01 45.. 59.8 _74.9 : 23.5 35.2 _46.9 . 58.6_ 33.2 49.8 106.5 . 83.1 26.1. 39.1._ 52.1 65.2_ . 56.7. 84.7. 113.4 .130.0 ' 44.7 _. 67.1 89.5_ 111.9 -64.9 127.4 e" "' 5 54" 26.6 1 40.0 53.1 66.6 20.9 31.3 41.7 52.1 r 29.5 - 44.3 59.1 73A 23.2 34.8 46.3 50.4 75.3 100.8 126.0 39.6 59.7 793 99.4 75.5 113.2 ... _. _ , j 60' 24.0 36.0 47 8 : 59.9 28.1 - 37.5 48 9 . 26.6 39 9 53 2 66.5 20 9 -- 31.3 •447.1940.67. �; 13.4 -.4.5.8 53.7 71.6 89.5 67.9 101.9 130.0 ANCHORS - 30' 46.5 69.7 92.7 116.2 36.4 -. 54.6 72.8 90.9 51.5 77.3 .103.1 128.8 40.4 60.60 809 101h %7A• 13D.0.139M1 •30.• 69.4 104.1 130.0 130.0 130.0 130.0 130.0 1• �y`..... 36' 38.7- 58.1 77.3 96.8 30.3 45.5 60.8 75.5 42.9 64.4 1135.9 107.4 33.7 50.5 , ,17.4 1r3L1l.5.13lroJ30.Q57.686.7 . 6 57 115.6 130.0 109.8 130.0 130.0 o .� g„ . . --• a re v 3 42" . 33.2 49.8 68.2 83.0 26.0 39.0 52.0 _65.0_ 36.8 55.2 1 73.6 92.0 28.9 43.3 519 .7 y� 12.89 96.8 412116 •30.0 49.8 74.3 99.1 123.9 94.1 130.0 130.0\111111 ,77//'' 48' 1 /4' 29.1 143.6 57.9 72.6 22.7 34.1_ 45.5 56.8 32.2 46.3 64.4 80.5 25.3. 37.9_ -50.5 • sr 82.t 10d9 130.� 43.4 65.1. 86.7 108.4. . 82.3- 123.5 '130.0 `� -p1• ', 54' 25.8 38.7 51.5 64.6 20.2 30.3 40.4 50.5 28.8 42.9' 57.3 71.6 22.5 33.7 44.9 56.1 45A 73.0 97.7 1122.1 38.5 57.8 77.1 96.4 73.2 109.E 130.0 60" 23.2 34.9 46.4 58.1 - 27.3 36.4 45.5 258 38.7 51.5 64.4 20.2 - 30.3 40.4 50.5 44.0 65.7 87.9 109.9 34.7 52.0 69.4 86.7 65.9 98.8 130.0 M0. 70592 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .•. •. .•. .•. ••• ••. FL #17897 O •••. "%;� ',‘„'• ..... "��',�a• �''�7; AL1\`;\`� drawing no. W17-92 (6n«35.1or12) Sealed: 10/23/2017 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • J __-- _ - - -- '-' - - - - ANCHOR LOAD CAPACITY - PSI' __ EXT.(+) k 91T.(-) NOMINAL DIMS. - _ ANCHORS TYPE 'A' - ` _-�- - ANCHORS TYPE 'H' - ANCHORS TYPE 'C t/4' MAX. SHDI. 3/6' SHIM SPACE 1/2" SHIM SPACE , 3/8" SHIM SPACE -^ - '-.' 1/2''SH1M SPACE --- - 3/8" SHIM SPACE -- 1/2" SHIM SPACE ANCHORS TYPE 'D. WIDTH (W) FRAME HEIGHT _ A2 , _ A3,. _. A4 _ . A5_: A2.. A3_ A4 _ A5 , '. B2 ; B3 B4 B5 ' B2 B3 _ ._ B4 r B5 _ C2 C3 . _C4 C5__ ._ C2.. _C3 _ _C4 .05 D2 L D3 _ DI... - - 30• - 36' 42' 48' 54' 120' 44.2 ' 66.2 88.1 110.4 34.6 51.8 -- 69.1 ( 86.4 49.0" 73.4 97.9 122.4 138.4 57.8 76.8 ! 96.0 63.5 124.8 130.0 130.0 65.9 95.9 130.0 130.0 125.1 130.0 130.0 36.8 55.2 73.4 92.0 28.6 : 43.2 57.6 72.0 40.8 ' - 61.2 61.6'' 102.0 32.0 48.0 64.0 .80.0 69.8 104.0 130.0 130.0 54.9 " 82.4 109.9 130.0 104.3 130.0 130.0 31.5 47.3 62.9 78.9. 24.7 . 37.0 49.4 61 7 : 35.0 52.5_ 69 9 87.4 _27.4 41.1. 54.9 , 68.6. 59.7. 89.1. 119.3 130.0 47.1. : 70.6 94.2. 117.7 '.69.4 130.0 130.0 27 8 41.4 - 55.1 69.0 21.6 32.4 43.2 54.0 30.6 45.9 61.2 76.5 24.0 36.0 48.0 60.0 52.2 78.0 v ,104.4 130.0 41.2 ' 61.5 52.4 103.0 78.2 117.3 130.0 24.5 . 36.8 48.9 61.3 , - -28.8 38.4 ' 40.0' 27.2 40.0 54.4 68.0 121.3 32.0 42.7 53.3 464 69.3 , 90.0 90.0 36.6 '. 54.9 732 90.0 69.5 90.0 90.0 30' 36' 42' 48' V 54' 126' 42.1 163.1 83.9 90.0 _32.9 49.4 65.0 , 82.3. 146.6 _89.9_ 90.0_ . 90.0 36.8 54.9 73.1. . 90.0 79.5. 90.0 90.0_ _90.0 62.0 90.0 90.0 90.0 1 90.0. 90.0 90.0 . 35.0 ' 52.6 69.9 87.6 27.4 41.1 54.9 1 68.6 138.9 ' 58.3 77.7 90.0 30.5 45.7 61.0 1762 66.3 90.0 . 90.0 90.0 52.3 1 75.5 90.0 90.0 190.0 90.0 90.0 30 0 45.1 _59.9 75.1 _23.5 35.3 47.0 ' 58.8 33..3 50.0 68.6 _ 33.3 26.1 39.2 52.2 ' 65.3 56A 84.9 90.0 90.0 44.8 1 67.3 89.7 90.0 115.1 90.0 90.0 26.3 - 39.4 52.4 65.7_ 20.6_ 30.9 _41.1 _ 51.4 _ 29.1 43.7, 58 3 72.9 _ 22.9 34.3_ 45.7_, iv 57.1 _ _ 49.7 174.3 .90.0 _90.0 39 2, 1515.9 78.5 90.0 _74.5 _ 90.0 _90.0 23 4 35.0 46.6 58.4 _ - 27.4 36.6 ! 45.7 25.9 38.9 51.8 64.8 ; 20.3 30.5 40.6 50 8 44.2 1 68.0. ' 08.4 90.0 34.9 .52.3 69.8 87.2 ' 68.2. 90.0 90.0 30' 36' 1 42' 1 48"_ 132 _ 40.1 : 60.2 00.1 90.0 131.4 47.1 82A 78.5 44.5 08.6_ 09.0 .. . 90.0 34.9. 52.4 ' 69A _ 87 J 87.3 75.9 I.90.0 90.0 90.0 59.9 r 89.9 ' 90.0 _ 90.0 _90.07 _ 90.0_ -90.0 33.5 50.2 66.7 83.6 26.239.3 26.2_ _ . 52.4. . 65.5 137.1 _ 55.6 _74.2_ • 90.0 29.1 43.8 58.2 72.7 83.3 _90.0 90,0 _ 90.0. .49 9 74.9 ' . 90.0 90.0 ' 90.0. 90.0 90.0 28.7 - 43.0 57.2 71.7 22.4 33.7 44.9 56.1 316 47.7 63.6 79.5 24.9 37.4 49.9 62.3 54.2 81,0 90.0 90.0 42.8 164.2 85.6 90.0 181.2 90.0 90.0 25.1 37.6 50.0 62.7 : - _ 29.5 39.3 49.1 , . 27.5 41.7 55.6 r 69.5 21.8 32.7 43.8 54.5 47.5 70.9 90.0 90.0 37.5 56.2 74.9 90.0 1 71.1 90.0 90.0 , 30' 35' 42' 4e" 138, - 38.4 57.6 76.8 90.0. 30.1. _45.1. 60.1 , 75.1' : 42.6 _63.9_ _85.1_ 190.0 33.4 50.1 66.8 83.5 _72.6_ _90.0 90.0 90.0. 57.3 .86.0 90.0 .90.0 l 90.0 . 90.0 90.0. 32.0 ' 48.0 63.8 ' 80.0 25.0 37.6 50.1 62.6 ' 35.5 53.2 71.0 8 .7 27.8 41.7 55,7 69.6 60.5 90.0" 90.0 90.0 47.8 71.7 90.0 90.0 190.0 90.0 90.0 27.4 41.1 54.7_ _68.6 21.5_ _32.2 42.9 53.7, i 30.4 45.8 60.6 _70.0 23.9 35.e 47.7 59.6 51.9 77.57 _90.0_ _90.0 409_ 61.4__131.9 _90.0 '' 77.7 90.0 90.0. 24.0 36.0 _47.9 60.0 ,,,-_,.28.2__37.6 47.0; 1.26.6. _39.9..53.2. 166.5, 20.9„ _313 .41.7_ ,.52.2_ 45.4 I 67.8 _90.0_ _90.0. 35.8 53.7_ 71.7 89.6 66.0 90.0 , 90.0 30 1 36" 42' 48' 144" 36.8 '552 73.4 90.0 28.8" 43.2 57.6 72.0 140,E 81.2' 81,8'' 90.0 -32.0-'48.0-'64.0 -80.0 69. t90.0 90.0 90.0.'54.9. 82.4- -90.0- 90.0 90.0 90.0 90.0. 30.7 48.0. 61.2_ _76.7_ 124.0 38.0 48.0 80.0 i 34.0 51.0. 68.0 1 85.0 26.7 40,0 53.366.7 58.0 i 86.7 90.0 _90.01 , 45.8; 68.7 90.0 _90.0_ ' 86.9 90.07 90.0 26.3 39.4 52.4 85.7 20.6 , : 30.9. _41.1 51.4 . 29.1 _43.7_ . 56.3 _ `. 72.9 . 22.9 34.3. , 45.7_ 57.1 49.7 ' 74.3_ 90.0. 90.0 39.2 58.9_ _78.5_ 90.0 174.5 90.0. 90.0. 23.0 34.5 45.9 57.5 H - 27.0 36.0 45.0 125.5 38.3 51.0 6313 i 20.0 30.0 40.0 50.0 43.5 , 65.0.. 87.0 90.0 34,3 51.5 68.7 85.8 652 90.0 190.0. ANCHORS TYPES. SEE SHEET 8 FOR DESCRIPTION A4 - (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULUON B4 = (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MUUJON C4 = (4)ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MUWON D4 = (4ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MUWON A5 = (5) ANCHORS ME 'A' AT EACH SIDE OF JAMB AND MULLION B5 = (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MUUJON C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMS AND MUWON A8 = (8) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B6 = (6) ANCHORS 'TYPE 'B' AT EACH SIDE OF JAMB AND MUWON C6 = (6) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A7 = (7) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MUWON B7 - (7) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. [6 4_� INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. M. J 11111 11�111 IIIIII11�1I11j11 11H11tI11111I F 1= -I 1-= I. M. M. M. A4. H4. C4 MA5. H5. CS A6, B8. C6 A7"$2 • • • • • • • • • •• • • • •• • • • •• •• • • • • • • • • •• • • • • • • • • • ••• • • • • • • • • • • •• • • • • r '•• • • • • • • • • • • • • • • •• • • • •• • • • • •• • •O• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FL #17897_ ANCHORS `0111111 NNN7j''' 4.JPD Sealed: 10/23/2017 u 0 0 c 0 a 0 a c O O O 'O '0 drawing no W17-92 sheet5.2of 12) E.S. WINDOWS 000R SEPARATE APPROVAL DOOR MULLION LOAD CAPACITY -PSI JAMB 7D2' JAMB '201' JAMB '1D1' JAMB '1D3' JAMB 'JD3' SIDELITE PRAMS MULL 111.01' MULL 'MD2' MULL 'MOW MUIL 1104' 1 WIDTH HEIGHT :. EXT. (+) EXT. (4) , EXT. (4) EXT. (+) INCHES HICBES , No, (-) N T. (-) INT. (-) DR. (-) 32 120.0 120.0 120.0 120.0 36 120.0 120.0 120.0 120.0 42 i 86_1/2 120.0_ 120.0 _ _. 120.0. 120.0 48 1 -120.0 _ :.. 120.0 .. '-120.0. _. . 120.0. 54 120.0 120.0 120.0 120.0 60 120.0 120.0 120.0 120.0 32 112.6 120.0 r120.0 - - 120.0 38 107.1 120.0 1 120.0 120.0 42 i1 68-1/2 99.7 120.0 120.0 _.. 120.0 _ 48 93.3 . 120.0 _. .. _ 120.0 120.0 54 .. _ _ _. a..-87.7.._ --120.0.... --,116.1__ _.. 120.0 32 . - , 79.8 120.0 118.5 120.0... 36 110-1/2 75.8 '. 120.0 112.6 120.0 70.6 113.6 104.9 120.0 42 48 1 66.1 106.3 ,. 98.2 120.0 45 1/2' MAX .1 DOOR WIDTH 43 3/4' SIDELITE WIDTH MAX. SEE CHART CL TO Cl DIM. JAMB 'JD1' JAMB 'JD2' Ix- 9(4 6.570 Sx IN'3 2.7226 Is 6(4 10.6577 Sx.. w-3 3.8057 ALUMINUM INTERMEDIATE HORIZONTALS OPTIONAL JAMB JD3' Ix , 4 8.570 Sx sr3 2.7226 STEEL__..._. 2.7506 1.2224 TOTAL I.Kw+dmx IA 14.5467 87 1/2' MAX. 1 SIDEUTE WIDTH SEE CHART 000R WIDTH fr 85 3/4' MAX. CL TO CL DNA. MUWON 'MDI' MUWON 'M02' Ix - 6P4 6.7195 Ss- W^3 2.6757 Is 6(4 10.8072 Sx 5r3 4.4788 0006 MULLON LOAD CAPACITY -PSI, JAMB 'J02' _ i JAMB 701' JAMB 'NW JAMB 'J03' IAMB 103' SIDEUTE PRAM6 MULL 'MDI' MULL 'MD2' MULL 'MD3' MULL 'MD4' ' TIDTB HEIGHT EXT. (4) EXT. (4) EXT. (+) EXT. (4) INCHES INCHES TNT. (-) off. (-) NT. (-) MIT. (-) --•- 32 - 904 0.0 90.0 90.0 90.0 36 90.0 90.0 90.0 90.0 42 98-1/2 90.0 90.0 90.0 90.0 48 .. 90.0- - 90.0_ _ __.. 90.0- _ 90.0 _ 32 i 79.8 90.0 90.0- - - 90.0 I 38 110-1/2 75.8 90.0 90.0 90.0. 716. 910 904 _ WIO _ 42 48 641 90.0 90.0 90.0 32 - 72.6 .. 90.0.. _ 90.0 _ 90.0 36 -69.1_ __90.0- 90.0. - - 90.0. - 42 114 64.3 90.0 90.0 90.0 i 48 60.2 -90.0 90.0 90.0 32 62.3 90.0 90.0 90.0 36 j 59.2 90.0 - - ..90.0 _ 90.0 42 120 55.2 .88.7 39.1 _ _ _ 90.0 _ _. 48 ES. WINDOWS DOOR SEE SEPARATE APPROVAL 0 • f. 1 • •• •• •• •f i • 1 •• • • • • 14 • • I) f j1 MUWON • • • • AiUMJNUM •. areal. • 'r'AIA frie.4sixz, Iz 6.71 5 .7 14.6962 MVLIJON '11104' x 11'Y • -- • x 9r4 .6757 •AWM1Nt1M • • 6!7195 1.2i4• ST(iEL • • • • • Y9533 AL • •••xmai• i 61t x!91 6041 • 45 1/2' MAX. DOOR WIDTH 43 3/4' SIDEUTE WIDTH MAX. SEE CHART CL TO CL 01M. Sx 6(3 2.6757 1.668 DOOR-WINDOWALL TRANSITION MULLION `411111111II/JJJ''' No. 70582 719/oAIAI i�1 7897 El FL J IT111I110 It 0 iR v QQQQ W�II C ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • n FAX (305) 638-5158 drawing no.. W17-92 sheet 6 of 12) Sealed: 10/23/2017 DOOR MUIJION LOAD CAPACITY - PST DOOR MULUON LOAD CAPACITY - PST NOMINAL DIMs. JAMB 'MI' JAMB ‘JDI' MULL '901-MULL '11D2' JAMB %Mr JAMB 'JOT MULL '1103' JAMB .J1)3. MULL 1104. NOMINAL Dims. JAMB 'JDI' MULL 1101' JAMB ..101. MULL 'MOW JAMB %TOW JAMB %TOW MULL ‘76D3. JAMB 'JIM' MULL 'MEW 410711 $14) 111(1113 rani no) INCHES Mal 10912 ICKES ONli Nair 111093 T,T,11 131 E.ITITtl • Call 910111 (9n) NOM Ora InNie 1024 14•Xe NOCK( 1* _ 057.17 7;11 85-3/4 30 36 42 46 54 60 oa 30 36 42 se 54 30 _ 36 42 48 30 36 42 46 102 ice 114 30 36 42 45 120 64 ' 90.0' 90.0 90.0 90.0 90.0 - 90.0 90.0 90.0 90.0 , 90.0 -- 90.0 90.0 90.0 I 90.0 90.0 90.0 90.0 90.0 85.7 90.0 90.0 90.0 90.0 90.0 90.0 90.0 86.9 90.0 90.0 90.0 81.5 -90.0 90.0 -= 80.0 76.7 90.0 90.0 943.0 72.5 90.0 89.0 90.0 74.2 90.0 90.0 90.0 85-3/4 30 36 - 42 48 30 36 42 4e 108 114 30 42 48 120 96 84.8 90A 76.6 90.13 90.0 90.0 73.4 90.0 90.0 - 90.0 8821 90.0 90A 88.2 90.0 90.0 90.0 63.5 90A 90.0 59.3 90.0 80.e 904 56.0 90.0 78.3 90.0 55.5 89.3 713.0 90.0 51.9 83.5 73.6 83.0 48.8 76.5 69.7 83.3 46.0 74.0 89.2 79.1 - 69.5 90.0 119.1 90.0 65.4 90.0 84.4 90.0 61.7 90.0 80.2 90.0 6112 90.0 81.7 90.0 56.6 90.0 77.4 90.0 53.3 35.8 73.4 87.8 50.5 612 69.9 83.5 49.7 80.0 71.9 85.9 85-3/4 30 30 42 114 30 36 • _ 42 sa 120 102 72.4 90.0 90.0 90.0 67.2 9(IA 90.0 90.0 62.7 90.0 85.9 90A 90A 61.1 90.0 59.0 90.0 82.6 900 55.0 804 90.0 51.5 trIA 73.3 87.7 48.4 77.8 69.4 810 46.6 75.3 68.1 81.5 44.2 71.2 6421 77.4 41.9 67.5. 61.7 735 85-3/4 30 _ 36 1 02 • 48 30 36 42 4$ 30 .4 36 42 IS 30 34 42 43 108 114 120 90 9o.° 10.0 _ 90.0 85-3/4 30 36 42 48 120 110 1/2 63.7 90.0 90A Imo 59.0 DOA 85.7 _ _90.0 55.0 98.4 60.4 90.0 51.5 82.8_ 75.7 _ 90.0 90.0 90.0. 90.0 90.0 06.6 _ 90.0 81.2 90.0 90.0 76.5 90.0 90.0 90.0 _ .7- 79.3 - 90.0 90.0 90.0 -90.0 90.0 90.0 65.2 _.-.... 63.9 90.0 _85.6 59.9 110.0 50.8 56.3 705 ' I 53.1 85.4 _ 727 I 52.4 14.2 74.5 I 49.2 79.1- 84.3 46.3 74.5 - 609 80.0 1 43.11 70.5 63.6 76.1 JAMB JAMB .JD.2. Ix IN-4 Sx 04-3 19 111-4 0(3 JAMB IDS' 142 N-4 Sx - im-3 6.570 2.7226 10.6577 3.8057 ALUMINUM STEEL ! 6.570 2.7506 2.7226 1.2224 TOTAL 11.1.111 17 6 Sit x 29 14.5467 MULUON 1760IMULLION '11D2' 75 91-4 Sx IN-3 6.7195 2.6757 io ars 10.8072 Sx oN-3 4.4768 MULLION 11D3" • • • • • • • ALUMINUM • STNEL • }DTA! • • k AIM • 4 NI X 29 6.7895 wriex 6(3 82.6751f 1.244 • • • • • 412.75019 14.616a MULIJON 'MD( • . . re4 aunasum. •. vig5 nen . 2.7533 TOTAL • • 1116041 14 MIN a bal. X 2. • • • • . • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . 14 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. SIDEIJTE WIDTH SEE CHART (W2) 63 11(3 2.6757 1.668 WINDOWS DOOR & TRANSOM SEE SEPARATE APPROVAL = ------ 44%4,7, / i \ I I \ I I 1 1 .4.73. 65 3/4' MAX. DOOR WIDTH (41) A DOOR-WINDOWALL TRANSITION MULLION _ FL #17897 No 70592 .... „f,otypa.,„ Oss Sealed: 10/23/2017 Z 97 03 : 4 2 1E11 y, 8 0 .0 5 0 drawing no. W17-92 sheet 6.10f 12) DOOR MULLION HEAD ANCHOR LOAD CAPACITY - PSF DOOR 1DOla0IDIQ® 1RMMORA9JRC'CAPR.7PY - PSP NOMINAL DIMS. A-".C.(4') 1i 'C(5') 'C(6') NOMINAL DIMS. .C(4'j f 'C.(5') 'C(6') 1 601 (91) 1 MOES__ 4115 Da) -NL1E5 .. WKS 416 I -ROES Kw J NTT.)-) 1. un.(-)-. _ M.(-) - 6I IMOMES MOB NAIFMK LS occe I , NAAS - M.(-) OWN.({) !.. Oda.(-): " P", _ I 84 . "-69.6 - -90.0:." .90.0_ _ _30 I 79.2 _. 90.0 . 90.0 ,.. 24 ... 75.1 .__. 90.0 is 90A _"..... ` 85.0 90.0._ -90.0.__ 36 _ .42_ _ 108 _. 71.5 , _ 89.3 . 90.0 80.8 90.0__'. 900. 42 48 96 _.. - _68.1 85.2 _ 90.0.. : 20 "_ .76.4 ` .` 90.0.. - -90.0 .... 73.6 - 90.0 _ 90.0 - 54 1-1-.... -. 36 -.. 72.4." 90.0 . 90.0-- r. 704 _ .- 88.0_ _ 90.0 .. 60 85-3/4 " 42 114 96 . 86.0 90.0 90.0 ' _ - 30 102 .b_._ L. 65.6 __ .= 92.0 r 90.0.. - 81.5 90.0 90.0 36 - 77.4 00.0 90.0. J 30 . 73.8 90.01 OOA 42 36 120 " 139.9 87.4 90.0 - 73.8 90.0 90.0.... 48 I I 42 I _ -66.4 - 83.0 I 90.0 , 70.4 88.0 90.0 65 3/4 -`- 54 48 1 82.7 - 90.0 90.0 70 106 .r . i 78.3 90.0 -... 90.0 30 74.9 90.0 ' WO 36 I 36 71.0 88.8 ` 90.0 74.3 ' " 90.0 00.0 42 42 114 67.6 84.5 _. ( 90.0 - 70.8 88.4 90.0 48 - . 48 04.4 90.5 .) 90.0 79.7 90.0 90A 30 114 85-3/4 30 102 72.4 90.0 - ,. 90.0 75.4 90.0 90.0 36 36 120 68.6 85.7 90.0 71.5 69.4 90.0 42 42 ''. 65.2 81.5 90.0 60.0 I 65.0 90.0 48 48 : . 62.1 -- - 77.7 - . -90.0 .. _ 76.9 90.0 90.0 30 120 72.6 90.0 90.0 30 70.4 88.0 90.0 36 36 120 66A 83.5 90.0 66.9 _ 66.1 90.0 42 85-3/4 42 . 110-1/2 63.0 79.5 90.0 15.4 81.8 90.0 48 - 46 ' __80.7 75.9 90.0 , 85-3/4 30 102 90 _._.__ 84.1_ 90.0 90.0 79.7 90.0 90.0 36 4 75.8 _. ,_ 90.0 _ 90.0 42 72.3 90.0 90.0 46 _ 69.1_ . 84.4. ._ 90.0 54 80.9 90.0 90.0 " 30 lDe -__ _76.7 . 90.0 __ 90.0 _ 36 _. n.9 . __ ._ 90.0 . 90.0 42 48 _ _30 114 - 73.9 _. 90.0. . _-90.0 70.1 .. :. 87.7 -. 90.0 _,. _ 42 66A. 30 120 71.2."... 36 67.6 .: '.. 84.5 ..- ,.._90.0--� 42' 64.3__ _ 80.4-_ __.: ..--90.0. 48 sa' W O CD cn Z O g I r��6--'-j 3' I I,j I'; I-1-1--1-1-- -rti I- •• ••1 • •• •• •• • • • L3- • • • TYP. • • s� • • . '�' A7 SRi.L ALL CAS •• ••• •• • • • ANCHORS TYPES. SEE SHEET 8 FOR DESCRIPTION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF peg'? utig.11lN • • • • • . C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MUIIUON • • • • •• � CIS= (8) ANCHORS TYPE 'C' AT EACH SIDE OF 40.OQR MUW.4)N •• • • • • • • � • � • • • •• • AU. OTHER ANCHORS TO BE SPACED AS PER ELEVATION. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • E.S. WINDOWS DOOR ilk TRANSOM SEE SEPARATE APPROVAL QQ OR i. / / / l 1�\ \ \ \ I 1 \ 11 \ 11 \ II �r /,1 / 1 / SIDEUTE WIDTH SEE CHART - .: 85 3/4' MAX. (W2) DOOR WIDTH (WI) TRANSITION MULLION ANCHORS Sealed: 10/23/2017 OL 8 7; drawing no.- W17-92 (sheet 7 of 12 u 1 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE MST _ TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS N N � TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. mow Irll METAL STRUCTURES TWO PIECE OR ONE PIECE HORIZONTAL INTERCHANGEABLE BEIWEEN HEAD & SILL INTERIOR FINISHES NOT BY E.S. WINDOWS ILLUSTRATIVE ONLY • W �y •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • L =C QRS)SEE ELEV. FOR SPACING ITYPE U4" _DIAUI TRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KS) INTO 2BY WOOD BUCKS_ OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. TYPE 'B'- 1/4" DIA KWNC CON N BY 'WTI' (Fu=163 KS. Fy=157 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY W000 BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ANNI112 FMcJ11tWr INTO CONCRETE AND MASONRY = 3' MIN. INTO WOOD STRUCTURE _1" M1N. — — _ — - TYPE ' 5/16" DIA INTRACON BY 'ELCO' (Fw177 KS. Fy=155 KS) INTO 2BY WOOD BUCKS OR W000 STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. -EMBED -INTO CONCRETE DIRECTLY INTO CONCRETE i± WITH 1-1/4" MIN. EMBED INTO_ CONC ANCHOR- EDGE DISTANCES LINTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1-1/4" MIN. TYPE 'D - 1/4' DIA. TFXS OR SELF DRNIING SCREWS ST/ST (GRADE 5 CRS)., INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (SIEEL M CONTACT WRH ALUMNUM TO BE PLATED OR PANTED) ANCHOR FOGS DITANP.FC L INTO METAL STRUCTURE - 1/2" MIN.— W000 AT HEAD. SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD. SILL OR .WIGS re = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. SEALANTS: ALL FRAME CORNERS, JOINTS, MUWON SEAMS AND PERIMETER OF GLAZING pEAD•Tp•FRAME VALE4 .WITH SILICONE SEALANT. WOOD BACKS 4D 14FTAC •STRUOGRES•NOT 11: Ep. VDW. IMUST SUPPORT•LOADS IMPOSED, BY GLAZING SYS71EM•AND TRANSFA THEO TO THE IfUILDINOP STRUCTERE. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••0 • • • ••• • • Sealed: 10/23/2017 0 `u a FAX. (305) 638-515E • O N O 0 0 SAC drawing no. W17-92 sheet 8 of 12 BY WOOD BUCKS JAMB ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING 3/Er. MAX. SHIM SPACE SEE ELEV. FOR SPACING ANCHORED JAMBS DO NOT REQUIRE REINFORCING UNANCHORED JAMBS MAY REQUIRE REINFORCING SEE CHARTS ALUM REINF. 0 SEE SHEETS 3 & 4 FOR CAPACITY D.L. OPG. . FINISHES NOT BY E.S. WINDOWS ILLUSTRATIVE ONLY r".. WITHOUT RE7j7'..."1 ®SEE SHEETS 3 & 4 FOR CAPACITY I 1/4 DIA. BOLTS WITH NUTS AT r FROM ENDS AND IB 1 ir O.C. MAX. ALUM REINF. 0 SEE SHEETS 3 & 4 FOR CAPACITY • • • • • • • • • • •• • ELL. OPG • %PG. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • " •MMI3 ANCI4ORS SEE ELEVATIONS FOR SPACING FL #17897 JAMB ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING •IND• . /1' No. 70592 ...... • • AL 'If mot% Sealed:10/23/2017 3 1/4 drawing no. W17-92 (sheet 9-of 12) Fa11 IV:1 F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT TRANSOM it . II tl JI '= �a� y MNIMMEMM t j D.L OPG D.L OPG. D.L OPG. WITHOUT REMIT. @SEE SHEETS 6 & 6.1 FOR CAPACITY a -1 F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT DOOR 1 I ��LLI I I I I I I I I i _ 1 La i i, - _:ama_, I' I r J 1 1 I.l II `f+A�� 1 ( 1 LEAF WIDTH STEEL REINF. 0 SEE SHEETS 6 & 6.1 FOR CAPACITY i / a 1 / 1 F.B.C. APPROVED S\- URGE MISSILE IMPACT RESISTANT DOOR r 1 tl 1 ) I I J L I; I I I I ( L a LI1I i}2 1` 1 j ll 1 1 II 1 -LEAF, WNOH .--- 1 1 J . _D.L OPG. D.L. OPG ANCHORS TYPE 'C' SEE SHEET 7 FOR CAPACITY ALUM REINF. j @SEE SHEETS 6 & 6.1 FOR CAPACITY F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT DOOR 1' I 1 / t l I I 1 i J L „1 1 I 1 I ______-____ Ter-„s,�ii 1 1 I -VI__, -.J._L----1 la 1 I t m-d T : H --i 1 I II 1 1 I 1L_1 U�L �I 1 1 ( LEAF WIDTH STEEL REINF. G SEE SHEETS 6 a 6.1 ' FOR CAPACITY /' i F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT DOOR 1 r 11 � � 1s ••R - • • • I• • I 1 1 ti a • • • ••IL_. IA 1 I1 T LI i� jlII ' II I •ie• • 1 • II J Il 1 • • • J I r._. 1-+_ `1_-- 1, Y---T--TIT1r-.Z' I • • • • • • • •LEAF WATH ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r Ariz ]Ill v. 1 A„CHo TrPE .C. SEE SHEET 7 FOR CAPACITY SEE SEPARATE APPROVAL FOR DESIGN LOAD CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS APPROVAL OR STOREFRONT bTS1LM CAPACRY CHARTS WILL APPLY TO ENTIRE SYSTEM. NNL in692 FL #17897''''/OVA'` . Sealed: 10/23/2017 'Hint %%% f0 O rs a x�z H 3• drawing no. W17-92 sheetlOof12) Q HOLLOW FRAME HEAD/SILL to OPEN BACK FRAME HEAD/SILL INTERMEDIATE HORIZONTAL .. O GLASS STOP 0 FRAME JAMB/MULLION 3.738 0 MULLION SNAP -IN MATE OB SHEAR CUP ITEM N0. PART NUMBER QUANTITY DESCBIPTION _ MATERLU. MANP./SUPPIUER/REMARXS 1 ESB005 _ _ AS REOD. WILLOW FRAME HEAD/SILL BOOS-TS - IA �. ES8007-. _ AS RE00._ OPEN BACN FRAME. HEAD/SlL- .... ....... ... .. 2 ESB004 AS REM. INTERMEDIATE HORIZONTAL ' 11063-T6 - 3 . - ES8001 AS REOD. FRAME JAMB/MULLION --- _ 6005-T5 - 3A - AS REOD. DOOR MULL10N 4 '... Ese006 AS RE00. G1A55 STOP 6063-T5 - 5 i_ . ES8002 AS MO. MULLION SNAP-M MATE : 6005-75. - ... 6 E58003 AS RE00. SHEAR CLIP 6005-T5 . - 7 - - AS RE00. INTERIOR BULB GASKET _ VINYL - 8 ! ES13009 AS RECTO. SPACER/SLICONE STOP VINYL. - BA e - AS REDO. BUTTON BUMPER SILICONE - 9 .' - . _.__.._ - - 10 1 - 2/ MITE 3/16' X 1/2' X 2' LONG SETTING BLOCK, AT 1/4' POINTSI , EPOIJ OUROMEIER 8585 SHORE A 11' 112 X 1-1/2' 4/CORNER ASSEMBLYSCREWS PHSMS- STEEL - - 12 I - -AS AS REDO. MULLION STIFFENER .BOOS-TS - 13 - AS REOD. MULLION REINFORCING CHANNEL STEEL - �. 1 4 ' - AS REGD. . MILLION REINFORCING BAR STEEL - r_ 1.750— T-L .125 TYP. 5.000 3.750 DOOR MULLION 1.000 r A P d •. • i• •• • le • • 4.800• • •• 1 PI •ol• . . . • ••� .• . •�• W 4 ••• •• • •• • • • •STEEL RANFORCING • 0. • 36 KSI MIN.. ............... ,,....:,. 1.472 .253 4.534 .124 12 STIFFENER .168 1 I • •' • it *Taro •/ • • •• i • • .• . • . • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • . Sealed: 10/23/2017 emu 2 n u V v • v g drawing no. W17-92 sheet 11 of 12) 5/8" X 1/8' ALUM PLATE BENT TO MATCH JOINT SECURED WITH /8 SMS (3) PER SIDE OF JOINT 5/16 X 1 x i/8' ALUM ANGLE BENT TO MATCH JOINT SECURED WITH /8 SMS (3) PER SIDE OP JOINT CIRCULAR OR ANGLED CORNER$ DOOR MULLION CORNER . . . . . • • • RECTP OR 60UARE QORNERS • • • •• • . .. . . . .• . . • • • • • •• • 4100 • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •. • • • •• •• 000 • • • 000 • • HORIZONTAL CORNER \' FL #17897 ```IIIN 11U11 II No. 70502 %S///I40..NAL II11111 Sealed: 10/23/2017 El�$ a 2 l- eg E 8 e 1 5 A :IL CA cn o rnn G~rlc z3j3 R 1.1432 1 drawing no. W17-92 (sheet 12 of 12 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy n . us ries, nc. 1070 Technology Drive North Venice, FL 34275 COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and tile. AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdtgttgq • RE$ reserves the right to revoke this acceptance, if it is determined by Miami —Dade Golui$y Prodaa+J.Control Section that this product or material fails to meet the requirements of the applicablobtiiidirig coda.. • This product is approved as described herein, and has been designed to comply with the Florida•Building Code, including the High Velocity Hurricane Zone. • • • • • •. ; • • •. • . • ESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion .I,/• )i • • APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Akenirni n Tuba 4atlions" s sheets 1 through 25 of 25, prepared by manufacturer, dated 08/21l11'1; • :with redision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miilmi-DIde CoUntymroduct Control Revision stamp with the Notice of Acceptance number and expiration to •1 y the 'Miami-Dado 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 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision 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 per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, T4S 2Q3-94 • • • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and l.,AS:202-94... . along with marked -up drawings and installation diagram •a f • elippe& •a1uminur3r • • • mullions, prepared by Fenestration Testing Lab, Inc., Test• trent No. VfL-64 : (samples A-1 thru E-1), dated 02/28/11, and addendum letter,ctatie 05/( i'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, cdnaplytrig with 1FBC 5". • •: Edition (2014) and with FBC 6th Edition (2017), prepared by manufaotuieir, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Product 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-5h Edition (2014) and FBC-6t Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I., approved on 04/14/16 and expiring on 05/26/21. . • .. . • • .... • • • ... .... • • .. . • • .... .. • . • • • .... • .. .. • . • . . • .... ..• . • . . • . . • . . •• . . •• • • .. . .. . • . • . . Jorge M. Plasencia, P.E. Py6duct 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 MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU 0; SIIEETS 24 CPENINO WIDTH FOR VERTICAL MULL- -� SEE DETAILS A-D,G,H; \ s1EETS 24 HORIZONTAL MULL LENGTH SEE DETAILS A-D,G,H; SHEETS 2-4 HORIZONTAL — IAULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 1 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 1 SEE DETAIL A THRU G; SHEETS 2-4 OPENING NEIGRI FOR HORIZONTAL SEE DETAIL E, MLLL SHEET FENESTRATION PRODUCTS MAY SE OF ANY TYPE. MUST BE MANUFACTURED BY PGT. h^OPEMNG WIDTH-- r�—HORIZ MULLLOJOTH—) NULL I '1 LENGTH f— OPENING HEGHT , FOR HOR17_ MULL i SINGLE MULLION SINGLE MUWON -"N SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. CODES / STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC). 8TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION •ANSI/AF&PA NOS-2015 FOR WOOD CONSTRUCTION (*ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100-12 •AISC 360.10 -I OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS GNEIV F10TFiS• • • • • • • • • •• • •• • • 1) DETOIL4H5 V$J RE OR'(,-IE M 0ALY. 11ACHORSGHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRMK:1 PRODUCT VIAL TYPICAL PLI(eJLTIeNS ARE SHOWN. EACH SITUATION 1S UNIQUE AND SHOULD BE EVALUATED BY Atli EXPERIF+1614I IN 11ER Fog BESILIRRSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LO D AND -ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TEQ M 'FREE-FLOATING" MANDDO NIO• . NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL T HAVE4CSIAP 3) THE ANCHORAGE MpuT'HI47S �H0 H A SEN DESIGN ED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURBI MIkLIGINS 6RE .ALLUL3TED TO DEF E T NO MORE THAN 1J180. THE WAS USED FOR THE EVALUATION1/3STRESS INCREASEINCRSCA SS NOT USED IN THIS AMOUR BOR E•ALI•ATIONa THE i6 UQADI(16'�4T101', . 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 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 SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULUON TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S), 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACONIAGGRE-GATOR NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED E. TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. M'JLLONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS WAVING CURRENT APPROVALS. 101 MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHR. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTH /HEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. VERT. MULL LENGTH GENERAL NOTES.. ........ 1 INSTRUCTIONS 1 ELEVATIONS...._...._...._._... __._1 MULL TO STEEL ST1D......_.._._._3 MULL TO MULL ....._......_._........._3 ALTERNATATE CUPS. ..... ._.._._._4 BAY MULL INS rALLATICN 4 1 X 2 X .125 MULL EPECS..........._5 1 X 2 X .375 MULL SPEOB_......_._6 1 X 275 X .376 MULL SPECS._7 1 X 275 X .65 MULL SPECS......._8 1 X 3.125 X .500 MULL SPECS._. 9 1 X 4 X .126 MULL SPECS.._._.__ 1D 1 X 4 X 375 TUBE MULL SPECS11 1 X4 X.375 TMULL SPECS11 125 X 3.188 X 266 MULL SPEC 12 125 X 3.25 X .100 MULL SPEC313 125 X 325 X.624 MULL SPECS _14 1.25 X 3.94 X.624 MULL SPECS15 2 X 4 X 25 MULL SPECS..._16 2 X 6 X .25 MULL SPECS..._._.._17 125 X 211 X .125 MULL SPECS18 30" X 325 BAY MULL SPECS 19 45• X 325 BAY MULL SPECS....._20 MULLION 8 CLIP DIMENS ON5..-21-23 EXAMPLES 1 62...................__. 24 LOADING EXAMPLES _.............._25 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT") FOR THE OPENING USING THE ASCE•7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR "TRIANGULAR/TRAPEZOIDAL'. 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (I.BS/FP) FROM TABLES 1A THROUGH 16A, ON SHEETS 6 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH CR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FP) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPNNG OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO A TAIN THE FULL MULLION CAPACUY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY 15 MET. 7) IF THE MULLION CAPACITY (LBS/FP) OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT) 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 WITH THE FINAL MULLION 6CAPACITY (LEIS/FT") OBTAINED FOR THE MUVERIFY THE DESIGN PRESSURE RATING LLION S�YSTTEM. THE LOWER OFR THE T HE TWO SHALL APPLY N PRODUCT TO BE USED OR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Z j 8 �W s 0 0 3D 4 A A N O D 3 Z O m0 EyEO PRODUCT REVISED as complying with the Florida Building Code NOAJOO, 17-0630.01 Expiration Date 05/26/2021 By Miamds Product Control * No.58705 ' O.�G�' 'STATE OI1 I7' (wj EaG's A. LI4 /MILA3BRtr.E. FL P.E.# 58705 • • ••• • • • ••• •• •• •• •• • •• •• • •• • • • • • • •• • • •• • • • • ••• •• • •• • • •• •• • • • • • • • • • • • • • •o• DETAIL A MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD 0R OFFSET NULL CLIP MAY SE INSTALLED BY THIS METHOD. i FRONT VIEW MILLION EXTERIOR TYP. ANCHOR ,—PER SUBSTRATE, SEE TABLES 1B-168 BUCKSTRIP AND ATTACHMENT BY OTHERS. SEE NCTE 1, SHEEP I. • • • • • • • • • • • • • • •• • • • • •• • • • • • • • •• ••• • • • •• • • • e • • • • • •• • • • • • • • • • • • •DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY • • • • • • • •(STANaARD CLIP SHOWN) • JI • • • • • • • } UallbN • • • • �.\ •::•• 0 • ✓ a EDGE DISTANCE FOR WOOD SCREWS L .260' MAX FOR ALL MULUOND SIX HEFTS ••• •• 21FOR HOLE /O LOCATIONS LOCATICN6 •• EXTERIOR THE OFFSET CUP IB RECOMMENDED FOR FIN{LAMED 'MNDOWS. BUT MAY ALSO BE USED FCR OTHER FRAME TYPES. SEE.ANCHOR /—PER suBSrRATE. SEE TABLES 1 BABE/ EDGE/ENO DISTANCE — SEE TABLES 1B-1313 SIDE 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 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 CFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET a 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. EDGE 4 U6fErICE ° FOR MAaO1RY \ a. ANCHORS EMBEDIMENT.. MULLION BUCKSTRIP AND ATTACHMENT BY OTHERS, EEE NOTE 1. SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 1R-13F 4_ EDGE W \,^_ MIN IT CONCRETE OR CMU' •' DISTANCE. W SEE SEE TABLES FF \ EDGE DISTANCE 1B-13B N • a`... FOR MASONRY ANCHORS a, SIDE VIEW • MIN 2.7 KSI CONCRETE OR CMU FRONT VIEW ›) TYP. ANCHOR ,--PER SUBSTRATE. SEE TABLES 113-13B BUCKSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1. SHEET I. EITHER THE Ci 57ANDMD OFFSET MUOR ZLL CLIPE W INSTALLED TALLEDBY THIS ME7110D. 2 0 5- 8 N 8 U CO O M ID z 1 N co 0 to zui 8O PRODUCT REV SED as complying with the Florida Building Code Non -No. 17-0630.01 Expiration Date 05/26/2021 By Miami a roduet Contror 11{11111111A ``‘ NY LYNN",' * No. 58705 --0- sfTEE Fr7-'•: • -ice •-•F(OR10T- -• -Z ONA ,C?�: A. LYIM id1IL_tER, P.E. FL P.E.# 58705 • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • •• •• • •• • • • • • • •• • • • .• • • • • . • • DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EITHER THE STANDARD DR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD EXTERIOR MILLION TYF. ANCHOR PEP. SUBSTRATE. / SEE TABLES IB-138 4 �o �°� \\ EOGE DISTµCE FOR MASONRY ANCHORS • TYP. ANCHOR PER SUBSTRATE, SEE TABLES 1B-133 BUCKSTRP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. MN 07 KS CONCRETE OR CMG FRONT VIEW • •• • • • • • • • • • •• • • • • • • • • • • • •_.H • • • • • • • • • • • • • • • • • • • • • • • • • v •• • • • •• • • • •• •• • EDGE DISTANCE • • • • FOR MASONRY ANCHORS • • • • • • .126'MIN. TOP VIEW • • • • • • •• VARIES -I-'— 1 THE OFFSET MP IS RECOMMENDED FOR FIN -FRAME) WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE, SEETASLES 112-1313 V - EDGE • - DISTANCE SEE TABLES MN 2.7 KIN CONCRETE OR CMU 1B-13B SIDE 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 REPRESENTAT1ON ONLY. BECAUSE THE ANCHOR CAPACITY I5 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 SI-EETS. FOR DETAILS A-D, ERHER THE STANDARD OR OFFSET CLIP MAY BE USED 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD CR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MLAMI-DADE COUNTY, USE ONLYMIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO IA' S.S. AGGREGATOR MASONRY ANCHORS. FRONT VIEW EXTERIOR DETAIL E: MULLION TO MULLION INTERSECTION (U-CLIP) NOTES: 1) MAY BE INSTALLED IN 'TEE' OR 'CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 FOR CORRESPONDING MULLION. \\�r-SELF-ORIWNG DR PRE-DN11 MULLION AND USE SMS �/ .... /\-1.NLLION LINTERSECTI U-CLP FRONT VIEW ,—MUUION 812 ST[E SCREWS, ON EXTER OR SEE SHEETS 21.23 FOR HOLE LOCATIONS DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR „,--PEN SUBSTRATE, // SEE TABLES 1B-13B SEE SHEETS 21.23 FOR HOLE LOCATIONS MULLION FOR STEEL STUDS THINNER THEW 16 GLAND COMPLIANT WITH THE FL BUILDING .s-CODE, A 2X W000 BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD µCHOR SPECS NOTES: 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-20, FOR QUANTITY OF SCREWS. EDGE DISTANCE SEE TABLES 1 B-13B SIDE VIEW SIDE VIEW EDGE DISTANCE SEE TABLES 18-138 COPYRIGHT 0 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED N r5 to i z M Of N co A� 1- 05 a� z O Y 8'O PRODUCT REVISED as complying with the Florida Banding Coda NOA-No. 17-0630.01 Expiration oat•05/26/2021 By Mlaml-b Product Control • • ••• • • • • • • •• • • • • •• • • • • • •• •• •• • • • • •• •••• •• • • • • •• •• • • • • • • ••• • •• •• • • • • • DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) j \ SEE DtrAILS A-D, SHEETS 2 AND 2 FOR INSTALLATION TOSPECIFIC SUBSTRATES. EXTERIOR / FJOERIOR EDGE DISTANCE PER ANCHOR SIDE VIEW SHOWN WITH 1' X4'X.125'• MULLION STANDARD MJLUON CUP MODIFIED TO FITFIELD CONDITIONS. MULLION TYP. ANCHOR —PER SUBSTRATE, SEE TABLES 18-13B INFO WOCO, STEEL, STANDARD CLP TO BE PLUM,CMU OR MASL7yRY MODIFIED IN-FIE-D. NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26" X 2.11' X .125 MULLION. 7) SEE TABLES 1 B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. •• • • • • • •• • • • • • • • • bETqJJL•G: • • • • • • ANGLE MNWONCLI•-' • • (ANGLtE•GLIP) • • • •• • • • • • • • • • • • ••• • • • . • • • • • • • • • • • • • 1.1118U0111 • • • • •• • I• • • EXTERIOR INTO WOOD, STEEL, ALUM. CHU OR MASONRY TOP VIEW TYP, ANCHOR PER SUBSTRATE, SEE TABLES IB-14B 2"X 6'X .125' ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF MULL. EDGE DISTANCE FER ANCHOR INTO ROOD, STEEL ALUM OR MASONRY DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 30. OR 46' SAY MULL TOP VIEW TIT. ANCHOR PER SUBSTHAIE, SEE TABLES 166 OR 16B EXTERIOR 2' X 6-ANGLE CLIP, 2 PER MULLION END, MAST BE BISALLED INSIDE OF BAY NULL. EXTEiICR NOTES FOR INSTALLATION OPTION G 8 R 1) USE 2 ANGLE CLIPS PER MULLION ENO. CLIPS MUST BE INSERTED INSIDE OF MULUON. 2) lit FAIL G: SEE TABLES 18-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS. COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED N b U : =_mi=a7o/b5u(7:.LT5- U Z 7 U Z z z 2 Z g J N • z o 0 wco 2 m'O >O ice m1Z PRODUCT - REVISED as complylrg with the Florida Banding Code NOA-No. 17-0630.01 8 Z 3 Y Ol N CO l O 8 01 Expiration Date 15l26/2021 By Mlara .'* - roduct Contro • • ••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• •• •• • • • •• • • • •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • • • • • TABLE 1A • • • • • a • • • • • I1i11111ol cep& tItIe 3) • • • • • 1 x2x.125 AhlmTabs l�14x1 Opening Width (for vertically-apaMg, rnkillo4 orlDpenIngllaght(T1'ho4223*IY6 In9 :'Ilia.) 501n Nis 701n 60.. • 4901n • • • 100 in • • • 120 h 140 1n 160 in RmenWhr 1110/131a0. Raclanp+W 7071769111 RactlmNNr Trap/Team Lcods0 Rectangular Loedn9 lap/7INne Lea60 19.909001n Lowing T..rAane Loading lisotan91e Loathes Tny0ens. LoWnp Rniapltr Lo16019 Tlrp1TOeq. 1.o10n9 Rem8Wlar Lowing 11119111.96. Loodn9 RslnDaer Waft TFry/M1knD. Lrodr0 le9dl9 ;r ¢ 1.51 I,. € 11 Eosin '�' 511 tg 11 Loedn9 F 11 F LOadp f fa �'_ g i Lowing F' i iw F�'_ as if >F s1 � . it �' 8 1�. L 1 $u _ 1-• +.` E' & If 2s f g € F�'„ II, P g `€ .k' if 4 s€ Z 14 a f.. f g ig a�,. g 11 42 le 401 129.5 332 93.2 . 116.6 325 79.9 400 107.8 321 09.1 403 104.4 319 62.11:31 104.0 m 65.9ggiumbia 403 104.0 39.9 406 104.0 31e 35.0 406 104.0 313 48 In 74.3 312 618 251 624 73.4 252 515 312 67.0 248 481 312 832 246 41.3 312 51.3 244 37.6 312 61.0 244 312 312 e1.0 244 28.1 312 el 244 23.4 312 el 244 30.625h 53.9 281 706 234 53.2 61.5 228 436 211 55.7 224 39.9 281 521 222 35.5 281 50.1 220 31.9 211 40.3 210 26.6 2e1 40.3 219 22.5 281 49.3 2/1 20.0 211 46.1 219 14 In 52.6 ® 57.5 43.9 247 41.8 202 37.6 247 44.6 199 32.9 247 41.5 196 29.2 247 394 194 26.3 247 36.4 193 21.9 247 381 113 la II 247 38.1 193 16.4 247 38.1 193 60 h 33.4 • 41.2 32.0 200 35.4 166 27A 200 31.5 163 24.0 200 26.9 100 21.3 200 27.1 159 102 200 269 167 18.0 200 25.0 158 63 In 311 35.3 - 27.6 111 30.3 152 217 151 2.1 149 20.7 181 245 146 11.4 161 22.11 144 18.6 181 21.7 143 66 In 251 105 30.6 24.0 165 261 139 20.1 166 23.1 136 ID 21.0 134 ---------------�---- -5-- 72H 222 130 23.3 120 16.5 139 19.9 116 15.9 139 17.5 �-�----�---- ------- 78 In 139 125 19.7 100 15.7 125 /6.8 107 71 h 17.6 116 112 104 TABLE 1B Anchor Capacity Table (Os) Anchor Clip Patents Sashes 27k Cann". 3.51 Cam. Noble 42AU Fasd CMU VT' Abed KM Aaeher TyOa 911a" klc0 Ultlaem tit" Elco LammUlrnC2n y10'pm ]I78' Eke Utraoon ,A.. Ebo Utresm 1/4"60Eke AD raGmer 5/16'Eke massAppe0Mor 1/4"SSEke 11061eel 6.nw (G5) 012Steel Snne 635) 912SIre1 Sores (05) EdP 0eam611n7 1" 2.1777 1" 2-12" 3-1/P 1' 2-1/1" 1 2-1/7 r 3-1A" T 0.49" 0.54' 0.324" Ernbelnet (h7 1-3/4" 114" 1-5/4" 1-5/4" S 1-1/4' 1.1A" 1-1/4" 1.1/4" 1-1/4" 1-1/4" 2' 1-3/6" 1-3/De '.ales 2 Andwn 914.75. Mln. 0.G. / S6edaa or Mel Clip (F'9. 1): 30=b4 3931a 400 b4 Ern 4E 1644 be 270 be 280 Des 334 Is 740 9. 274 be 894 IN 0461b 341 l 4420. 5130 Its Aachen 2 1.17 Mln. OC. / Standard (or 064000 Fs. 2): 483 bs 703 3a WA WA WA NIA 3001ba WA WA WA WA WA 663 Ibe 11516e 112016 4 Are0ar6 (63" Min. O.C. / 0) 2r5 An9b CIO 1(F0. 37 780 b. 750 bt 08010 151011E 1098 be 540 be MO lb. WA 780I 741 be 88316e 18221b. 052 bs MI5 n a 1120 Ws 2 Aroma0OAT MI. O.C. /U1xp. Iwo .125" Akan_ (Fa. 42 WA WA WA WA WA WA WA WA WA WA N/A WA WA N/A 715 lb. I Am601 / FLa2 (F0. a7 1E1 be 195 be 225'be 446 Os ' 622 be 135 b. 140 be 177 be 370 be 187 Iles 3321b. 473 Yes 170lb. 221 We 2901b. 2Aneh0a gl 1.15' Min. C.CJ FLI5 (F10. 0): 240 b. 350 b6 WA WA WA WA 190 d N/A WA NIA WA WA 341 be 44216s 50016s NOTE: FOR THE OFFSET CLIP, USE THE SAME ANC FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2' • • • • 11 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 8: • • • AN �)X /ANCHOR CAP.,,o„„\ ANCHOR CAP.,m `MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN FT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF T.-lE SELECTED MULLION. IT WILL YIELD AMINIMUM 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 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURF-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 055. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125 THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE), STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910 & #12 ANCHORS INTO WOOD MAY BE STEEL, 1B-8 S.S. OR 410 S.S. IIT--j 1.000' j- I 2.000' .125' 1' X 2' X .125' 1AULUON COPYRIGHT O 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 7 A LL 107 N LQ 0) CC 0 50 i 1 z r5 1 Cr) m O o €a. o' PRODUCT REVISED as comply nu with the Florida Building Gude NOA-No. 17-0630.01 Expiration Date05/26/2021 Mlarnoduct Control • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •. •• • • ••• • •• •• • • ••• •• • • • • 1 Alt3LC LA • • • • 0 • • • • • • Mullion 1lDle • • • • • 1 x 2 x .376 Alum. Tube Mullion Je6e6 Opening Width gor\el9wllyap.nrtrgrm or ening Uelbht (to:honlaristy-spartien Vann 50 in Oa in 70 in 80 in • pn • ►• .103 in ••• ` •T20 In 14oh 1601n Rectangular Lrk00n0 T.* /6106. L.amb'0 R.412/6oI r Leanne untiring. Lading Root•8der Iaadn9 Tnp17100. Leine Reea1•8er Inertia TapT1980 Loading Reaan9aar tn61r0 76407106. Lowing 13.0274110 1na6119 Tn5T6a62. Lowing 33e410601ar Inadir6 66.031e61. Loa8r41 Rac1n9der laa Inc 7sp'7r1an9 Laidho 13e34061030 Lm000 7/00T64•64 ta4dng g i 1.11 Ai 1 _ II _ ha 11 1 r^ II 1 F_ II 1, r a •1-•1 �• f1A11'11 _ I•4 _ 1� 111i _ 11 �g_ h ii i 11 1g h li i. t 111111 II 1 4 _ i li P 11 _ i li 5 n639, J g 42 n 1700 020 170.0 435 151.3 602 170.0 478 129.7 862 1760 636 113.E E62 169.3 518 10 8 062 8166.5 517 4 906 120821 18101 .87 07.7 862 188.0 517 648 862 168.9 517 537 662 1619 517 48 in 121.8 507 1360 419 101.4 507 119.2 41C 50.0 507 108.7 403 76.0 507 1028 399 87.8 507 60.6 387 606 507 92.0 306 50,7 607 9.0 398 43.4 507 99.0 398 35.0 507 9510 1136 9.625 Is 103.7 450 1148 379 06.4 468 20.2 371 74.1 456 93.6 T 1 64.8 456 84.6 360 57.6 493 ' 61.3 357 61A 468 800 356 43.2 455 80.0 356 37.0 456 800 358 324 458 600 356 541n 85.4 450 213 338 71.2 400 809 328 81.0 400 717 322 63.4 400 67.3 318 47.5 400 64.0 315 427 400 62.3 314 35.6 400 81.8 313 305 400 61.5 813 267 400 61.8 313 001n 623 324 60,9 276 51.9 324 67.5 270 446 324 61.2 284 369 324 439 260 348 32, 43.9 257 31.1 324 420 255 26.0 924 40.5 753 222 324 40.5 253 19.5 324 465 253 53.8 234 57.4 252 44.8 294 49.2 246 364 284 806 24) 338 204 360 237 Me 294 371 234 26.9 294 332 232 224 204 33.5 230 192 294 33.4 233 16.8 294 334 230 68n 4e.8 266 49.6 230 39.0 268 424 225 33.4 268 37.5 221 20.2 268 341 216 260 266 31.8 215 23.4 283 29.8 212 19.6 29 280 210 16.7 268 27.7 238 146 258 27.7 209 7201 35.0 225 37.9 166 30.0 223 32.2 191 237 225 26.4 186 226 226 25.8 195 20.0 225 23.5 102 180 225 221 160 10.0 225 20.3 177 129 226 19.a 179 11.3 225 19.6 176 ten 30.0 202 120 177 285 202 27.2 173 21.9 202 23.9 170 182 202 21.5 157 17.0 202 19.7 165 15.8 202 164 163 128 202 18.7 103 10.9 202 16.3 136 9.6 202 15.8 156 78 in 28.3 192 29.6 108 285 192 221 165 202 115 22.0 162 17.7 102 12.7 19 137 192 18.1 167 14.2 192 180 153 11.8 10 16.2 152 101 102 144 19 69 192 142 160 85 In 10.5 144 15.0 129 15.4 144 16.1 126 2610 157 127 136 113 _ I /46LE LC McborCep•eby Table pbe) 5 Wtraa; 2T Connote 2.6k Cane. Hollow CMU RSA CAL 27 Wood Meal MaharMaharType: Anchor Ci�Petmrne i 3/181 Elea tbanon 1/6 OrbOrb13tr4mn Lib Ebro moon 0• 3/'E100 Uxrecon Almon1/61/668 11/4"Elao Almon Eba AOGe4�• Dot 916' Boo Uh4ean 1/4" SS Elva A0•eGa1a 610 Men Serer (GOStraw 82 81 J (G31 *12 6bM 6c10811�1 Edge Wemnee Mk 1' 2-I12" 1" 2-1I21 3.1in• r 2-1/21 r 2117 r 2-1/e• r 0.46 0.34• 0.324• 1 Embedment pn7 13/4" 1-3/4" 14/4" 134" r 1-116 t 14" 1-1/4" 1-1/4" 1-1/4' 1-1/4" r 1318' 13/6" '46s 2 Anchors IS 4.75" Ma. O. / Sandra or Met alp (Fi0. 1X 393 Is 330 ea 430 be 690 8s 18441be Z7010 200I50 35118e 740 be 3741M 604 bs 646 C 341 ea 442 bs 580 ba 4 Arnhem 03 1 16 AWL 0..0, /Samsun 100099a) Oap 1F0-2X 460 ta 700 Dn WA WA WA WA 380 he N/A NIA WA WA WA 0028a 6051ta 1120 ore 4 Padua Q 3-1.11n. O.C. / R1233 Angle CT7e / (F8. 4 700 6a 782 M 680 b 153016e 196 Its 540 334 59 be N/A 760 be 7461be 880 M 1022 be 68216e 1851N 11201M 2 Anchors ® 0.401 ►a1. O.C. / UAA Ito.129' ALA. (Flp. 4X WA WA WA WA WA WA WA WA NU WA WA WA WA WA 7151bs 1 Mat. / F91p (Flp. 5): 195 Ix 195 ba 225 In 445Ix 82218 13510 140 be 1771be 370 6. 117IM 332 Is 473 As 170 bs 221 156 291ha 2 Mahan 51 1. sr Inn. O.G/ 006 (Flo. 57 240 Os 350 Os WA NA WA WA 190 be WA. N/A WA MA WA 341 Ms 442108 5301be NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND AFJCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • FIGURE 2- • • • • • • ANGLE CLIP MUST 9E USED IN PAIRS. FIGURE5: FIGURE 6. • • • ANCHOR CAPACITY ADJUS ANCHOR GAP.,,,,,,,,°„ (DP )X` }-ANCHORCAP.aa 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 at-1 FCTFU) MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TART F. 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 DRILL® 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 CCMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE6083-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 610 6 612 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. --j 1.000" ('- 1" X r X .375' MULLION COPYRIGHT ® 2017 PGT INDUSTRIES. INC. ALL RIGHTS RESERVED a w u7 N 0 ii Cr• 50 jZ 1 so oe 9- eO cn ko 0 x�x PRODUCT REVISED as complying with lb* Florida !handing Colo NOA-No. 17 D630.01 Expiration Dale 05/26/2021 9y Miami- d induct Control \I \11111111/////r ANY LtIVA1 7�, a•• i •: /fir s'•.A20RIDA.•••G\� A. LYTONAL 1�?•�• N I MILLER, P.E. FL P.E.il 58705 • • ••• • • • ••• •• • •• • • • • •• • • • • •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • •• • • I ACLt 3A • • • • • • • • • • • MuDon &palMy tape (bare) • • • • • 1127b a 76 .5W opening Width (for nerticelly-aperlri• moon§ or gnarling kiiigld (fc:holonfaly-epoil5ng olE) 00n 001n 701n 80 In • 00M .4. •100h1 OOP • 1201n 1401n 1001 IssetorDer logdn0 TiayThro. Raelan91dar L4Wr• Treprhlsnia Laney Rectangular Lmdnlq�O Trap/hlang. Rwl•Iplar Lowing lip/i11en0. Lasting pYb1p0• Loado9 T' P/Dt•l0' Laying 88CW189u Loading Trap/hW Landing Rectilinear TBprtlen0. Loading Rad•1R3• Loading Trap/Thong. ong. batty Webn96ar busby 1hpRrtaip. Lewdly i , i gLoading d it 1 �j lB II II �' i 6 II � � --, Q id tip f gLandry !S I �� it � ':I � �' irc � _ 'z $� li 4 ,�� i��-d ' i 1,1 : 9� ili E � E ,_ lR• sii I : e �' ,y}Loadhry ac9 • f t a �a a .� ag ye P9 ell rfrI n dig $ a li s� d �' 4 < Jg it �g II it .� fl t t i {{ T£a 7 E 42In 170.0 620 170.0 435 170.0 744 170.0 4m 170.0 400 1700 3081170.0 982 1m.0 519 1700 1116 pt70.f6214 170.OS124f12e.( J !21 11f6.7 1901 170.0 621 +27.6 1301 170.0 321 1+1.5 1301 170.0 621 45in 170.0 706 173.0 624 170.0 550 1700 604 170.0 992 1700 630 170.0 1133 170.0 661 151.8 1139 170.0 677 138.6 1139 170.0 880 113.9 1139 170.0 GEO 97A 1139 170.0 080 85.4 4136 1700 800 50.67541 1700 747 170.1 563 170.0 890 170.0 631 107.E 1032 170.0 884 146E 1032 170.0 773 130.5 1032 170.0 747 117.4 1032 170.0 750 97.0 1032 170.0 793 83.9 103 170.0 756 79.4 1032 170.0 756 54n 170.0 797 1790 612 161.3 907 170.0 697 1382 007 164.7 730 120.9 907 152.5 720 107.5 907 145.0 714 03.8 007 141.1 710 80.8 937 140.0 709 59.1 937 140.0 793 63.6 907 140.0 706 60 In 141.1 735 151.5 625 117.E 735 130.3 811 100.8 735 116.0 690 082 735 108.2 590 79.4 735 99.5 503 70.5 736 95.1 070 58.8 735 91.5 574 60.4 736 91.8 574 44.1 735 013 574 @ n 121.9 068 130.0 570 101.6 860 1111 857 57.0 6m 959 547 752 056 901 538 67.7 088 83.9 33( 80.9 666 70.8 528 50.5 633 75.5 521 43.5 056 75.6 621 30.1 000 75.8 501 66 In iota 807 1124 522 83.3 1i07 98.1 511 75.7 007 05.0 501 882 607 77.1 493 59.9 807 71.5 486 53.0 607 67.0 401 44.2 KIT 63.4 478 37.9 607 627 474 33.1 007 02.7 474 72n ME 010 85A 443 60.0 MO 73.0 434�3)510 641 C28 51.0 510 379 419 43.4 510 53.3 413 408 510 50.0 406 34.0 510 459 402 22 510 44.4 359 25.5 510 44.3 339 m In 69A 455 72.5 400 57.5 458 61.7 392 45.0 430 54.1 300 43.4 468 48.8 3711 35.5 463 44.8 373 34.7 458 413 365 289 450 37.7 332 24.4 450 330 359 21.7 458 35.7 358 78 In 642 438 87.0 381 ' 53.5 435 69.11 373 469 435 49.8 365 40.1 435 44.7 380 3237 435 40.9 355 32.1 435 381 35/ 26.6 435 34A 344 22.3 435 326 34/ 291 435 322 310 90 In 41.8 327 43.1 230 34.8 327 35.4 285 20.9 317 31.8 290 26.1 327 213 275 212 327 26.7 271 20.9 327 23.7 265 17.4 327 21.0 202 14.9 327 103 254 93 In 34.4 267 36.4 237 25.7 257 299 282 24.8 2117 210 149 21.5 287 211 244 19.1 257 20.9 240 17.2 207 19.3 237 14.4 287 18.9 232 108 In 242 227 24.7 205 202 227 20E 201 17.9 227 10.0 190 15.1 10.0 195 .1111n 27.3 215 22.7 194 18.0 215 19.1 101 169 215 16.6 188 1201n 175 184 17.1 187 TABLE 313 Anchor Cepa ity Table Ube) Anchor Cip PatternsA &taha3K 274 Ce.CR96 3.5e Cons. 1400w Calif Flied CAW PT W00d Matal Of Type:.3116' Eta Uaaeon 9H' Eke Ullman 219" Eko Uelacarl 5'9T Elm Itlbe0oll 1/4' Eke t808cm 1l4' SS Elso A9v0Gatar 5/18' Ego USmcan 1/4" SS Elea Aggro0abr Sigel 610 Se Sacw (06) 012 31B12 5 sonrx Ate) 0 Sill Soren (GO) Edgs Daimon (e}.' 1 11/7 1' 2-1/7 3.115' 1' 24/2" 1" 2-1/7 7 31A7 7 0.40" 0.54' 0.324- Enrbedr•nt481 13/4' 134' 13A' 1-3/4 7 1-1/4' 14/4' 1-1M" 1-1/4" 1-1/4' 1-1/4" 7 13/e' 132" ,8465 2 Anchors 4.75" MIA 0.C. / Standard 0r 090at CIO (Rg. 11 3401be 3a18e 450104 0990 to 1E44 bs 270 The 2E0 •a 3541bs 740 M 3741b 664Ibs 946 e4 34' Iba 44210 560 8e @ 4 Mahon @1.10" 8/n. O.C./ Standard Co- Mgt CIIP ril. 2): 41085 70095 WA WA WA N"A 380112 WA WA WA WA WA 02 be 090 Me 1120Rs 4 Anchors 0 3' Min. O C. / (2) 2a5 Argo gip / (Fla 37 760 Da 7331as ernes 1563 Re 1898 IN 5401bs 560134 WA 760 h 748 02 8W Ibs 1892 8a 682 Ibs 6351be 11201be 2 Arch=@0AS"Mrs O.C. /UQIP. INo.125"Alun. (FIR 43 WA WA N/A WA WA WA WA N/A WA WA WA WA WA WA 716 In 1 Arcltw / F-(.lip fig. 5): 10552 105 Re 226Iba 446 Ie 8221be 135 9e 140102 177 lb, 370 9. 1a71bs 332Ibs 473 be 170 90 221 Ile 293 6e 2Motors G 1.15' Min.0.G) F<3Ip bh 67 240IN 350 It. WA I WA WA WA 1500a WA WA WA N/A WA 341 hs 442 )0a 500 Ra NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALVES 0.S.THE STANDARD CLIP. ) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: • • FIGURE 3: • • FIGURE 4- • • FIGURE 2: • • • • • ANGLE CLIP MUST BE USED N PAIRS. FIGURE 5: • FIGURE 6: • • ANCHOR CAPACI (D m) X / ANCHOR CAP.,..,„„) _ p ` I 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 AMNIMUM ANCHOR CAPACITY WHICH MAY SE 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) UNEAR 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) SUBS1 HA1 ES: 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 RE 1063-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .04" 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 & 412 ANCHORS INTO WOOD MAY BE STEEL, 18-8S.S. OR410 S.S. --1 1.000" 2.753' .375' 1"X 2.75" X 375" MULLION L g)4E oY 0 31 6 0! N .5 0 h. to U w D. Xn J LO X Lo ti a 0 233 2 3 A Z 2 PRODUCT REVISED as complying with the Florida Building Code MOA-No. 17-0630.01 Expiration Date 05/26/2021 Miam reduct Control 11111 Pit/7,7 P• p ; * N0.58705 • • ••• • • • • •• •• • • •• • •• •• • • • • •• •• •• •• • • • • • •• •••• •• • • • •• •• • •• • • • • • • • • • • • • • • • • • TABLt 9A • • • • Mullen 6 paafy'Palle lu • • • • • • • • • • • • ior• �) 11[5.763IReeteguler A66 Alum Tuba Mullen Op•nlrlg Width (farte41aly-eperri• mliorii orpenln9jie101M(1$ro0ortaly-6paitinpr 301n rein 70 In SO In • .O In • 4 • • 100In 0.) • 1201n 1401n 160 hi LOetne Tr4p776a•. LOMn0 SeolmWlr Loosing T160701600 Ewing Netee•dr Lorin9 Trep?Aere. Load% Redeeder Loadne TntpTrkn6 Loading Fbiden 4r 1oed0 Tr sy914np. Lowing R4 r 1.008230 75anNTFO IaadnO R.O64IWa Loading Trtonsa10 LoWnO fern Leafing Teprldrp. Loedne Reatrgdr Undies Trop/T4•r0. metro , $ 1il b i 0 a u 11la u r $I 0 b I€ o 1If1i £, II o P $ 0 g4 a U g1 In/Iil11la:ff g I. t ig 0 a ,l.tail.. a 0 a 0 tg3 1 )i:t $ a �• u h$ 0 li!Ili1ii1 !Ili _ a 0 hh P _ I� fs1�iJ. P li u - t it V o I u t7 J f78 42h 170.0 927 173.0 435 170.0 744 170.0 471 170.0 865 170.0 506 170.0 902 170.0 519 170A 1116+170,0 521170.0 1248 I70.0• 521 (1Y00 1496 1700 621 1531 1020 170.1 521 136.8 1620 170.0 521 48In 170,0 7111 170.0 324 170.0 050 170.0 564 170.0 992 170.0 130 170.0 1133 170.0 681 170.0 1275 170.0 877 170.1 1411 170.0 000 141.7 1417 170.0 893 121.5 1417 170.0 660 10E13 14'7 170.0 860 50.5251n 170.0 747 170.0 6/33 110.0 608 170.0 031 170.0 1048 1700 124 170.0 119 170.0 723 102.0 1216 170.0 747 140.3 1284 170.0 756 121.0 1206 1700 751 104.5 1288 170.0 756 91.4 1216 170.0 750 54 i7 170.0 797 1700 612 170.0 950 170.0 821 170,0 1110 170.0 754 150.7 1130 170.0 603 123.9 1130 170.0 037 120.6 1130 170.0 856 1005 1130 170.0 001 66.1 1130 170.0 831 75.3 1130 1700 661 CO In 170.0 165 1700 701 1401 015 1423 761 126.5 015 144.5 746 1009 915 1323 733 97.4 915 123.0 724 67.9 915 116.5 720 732 016 1144 715 52.8 915 114.4 715 542 115 114.4 715 63 In 151.6 830 181A 710 128.5 830 138.9 694 106.5 1330 1232 531 94.6 830 1122 670 04.4 620 104-6 882 75.9 870 90.4 056 43.3 630 94.5 649 54.2 630 94.1 049 47.4 650 94.1 8417 61 h 1321 757 1400 650 110.0 757 119.6 030 943 757 105.0 124 ELS 767 e01 614 73.4 757 89.1 500 60A 767 642 000 60.0 757 70.0 503 472 757 70.2 501 41.3 757 782 521 n b 101.7 630 10e.e 652 84.1 62e 01.0 540 ....72.1r73.)1380.1 530 63.8 636 72.2 521 535 63e 06.3 514 50.9 836 823 506 424 636 572 500 38.3 436 663 ' 417 31.e 636 552 437 h 465 571 90.4 496 72.1 571 76.6 451 6f. 71 67.4 470 64.1 571 10.0 471 490 571 55.5 464 43.2 571 51.8 450 36.0 571 47.0 451 30.0 571 4L1 447 27.0 671 44.6 446 7811 60.0 542 83.4 474 C0.7 142 70.6 465 57.1 642 62.1 450 60.0 542 55.7 449 444 642 51.0 442 40.0 542 473 437 33.3 542 42.9 420 26.6 542 406 425 25.0 542 431 423 00 h 52.1 407 53.7 361 414 407 45.4 355 372 407 2113 349 32-5 407 333 343 229 407 32-1 338 260 407 226 334 21.7 407 26.1 527 16.0 407 24.1 322 10.9 407 23.0 310 06 h 42A 35a 44.1 320 35.0 358 372 314 30.7 351 224 300 23.8 356 266 304 210 350 20.1 300 21.5 350 24.0 298 172 358 21.0 210 15.3 358 192 284 105 h 30.1 243 30.4 255 25.1 303 25.6 251 21.5 283 22.5 247 11.8 263 10.6 244 18.7 283 16.0 240 161 263 18.5 237 1111n 27.8 267 20.3 242 231 267 25.8 230 10.6 237 20.6 215 17.3 207 18.3 231 15.4 207 16.3 220 12011, 22.0 223 223 209 16.3 220 16.8 205 15.7 220 16.2 202 TABLE 4B Anchor Capa011y Table (Ibs) Anchor Clp Patterns Tub/0ft 2 71 Canaria. 3.311 Conc. 4e844 CMU F8M0 Q.0 PT Woad LIMN Antler Typo: 3/18' Sic/ UNnOon 1/4' Eke UrSA.an 815" Eke Lamm3/19' Lamm Boo Ulm. 1/4" Eko UA14aca1 1/4" 86 Eke 51118' Eke UMW.Ap9eGamr 1/4" 58 Eke 310 91etl Scorn (007 612 Steel Bowe l95) 112 Steel e44e4 (05) Edge Dam. (My f 2.12' 1' 2-1/7 7-1/4" 1' 2.12' 7' 2-I17 7 3-1/0- 7 0.48' 0.54' 0.324' Em 4080lt en7 1144 14N" 1-3/4' 1-3/4" 7 1-1/4- 14/4' 1.1/4' 1.1N' 1-1/4- 1-1/4' 7 14/8' 1.3/6' lima 2Anchors MM.O.C. 131rae4 or CCM 01p 1FI911 390b 310b 450 be 690 lbe 1644134 270b 2601b 35414 740b 374b 084b &bee 341 the 442 Ike 580ha 9415. 4 Amhoe®1.1'PMh. O.C./ Banded27 (a-01ee0 Cap (F10. 460b b 700 N/A 1 WA WA WA 380Os WA WA WA N/A WA 4821ns 5 1120 Re 4 Anchors 03"Mn.0.C./MIPSAMOP01110/(ap 3),780Os WA 180b WA 650138 WA 1080 to WA 1806'b4 WA 340 Ps WA 680b N/A WA WA 760 Ps WA 740104 WA 680 be WA 1W210e NiA 0021b4 WA 1120Ps 715b 2 Anoka%®0.47 Mn. O.O/U e, Yea .125"Akre. IRE.47 1 Mahe / F-0111(For. 57 160Ihe 185 Ps223 as 445 b AB be CSb 1401m 177 b 370 In157 b 33215s 473 bs 170 Ike 221 be 2001W 2 Areles 01,13' Nh 0.04 r.01P (Ng. 07 2401be 350I0e WA N/A WA WA 190 Ilia WA N/A WA WA NIA 34i lbe 442 Lin 560118 NOTE: FOR THE OFFSET CLIP, USE THE SAM FIGURE 1: • • FIGURE 3: • • FIGLRE 4: • FIGURE 2 • • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: FIGURE 6: • • • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA (� )X (ANCHORO P.,.,,,,..\ _ ANCHOR CAP.., 1 MULUON 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 TEE TABLE) OF THE SELECTED MULLION. R WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BF 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 Stitt 1721.23. FIGURES SI IOW 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-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. *10 d *12 ANCHORS INTO WOOD MAY BE STEEL 18-8 5.5. OR 410 S.S. - 1 1.000' I - • 1' X 2.75' X .660" MULLION • O 01 K F 7 b: LL1 UM TUBE MULLIONS ESISTANT ALUM U 0 2 N U "AA O- c3 U W a Tn 7= 2 0 OD 40 CV X I- O Q Z PRODUCT REVISED as complying with the Florida Building Cada NOA-No. 17.0630.01 Expiration Da1te05/26/2021 MiamWa roduct Control • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • • ••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • ••• •• • • • • • I HDLC 0ii-5 a • • • • • • • YWgon �a Qom) 1" x 3.126" 11, .600" AIUni Tube Mug Opening Width Ronatim orYO,.f__'Ing jlegbt fialirp n6liole) 9! �• • • • SO In CO it 70n own • 4101n • 4 • •100h • •` • 1201n 140 in 1501n Rac1n•dr Laming T, 0Tdwo. Loading RM1n0u1/ Lo.O"0 7161Tnen9. L29d41g Rsdr•utr LandnO Tr47531q. Lo8cir0 RootonP4r La860 Tnp175ang. WAIN] fbnbpdr Warp 136nd163 Laming Radenater ‘-71813216100. Le04r9 Ladhp 616550101 Loading T1;Y7660. Loemr0 Reulanµdr Loa&ng T19pTdoo. L4ad89 Raolsnpdv Loading 11ep/i68'g Lesd1• 1 zi .ga 6i 1 r 21 i it �1� �i a ct _ a i � ;1 F @ � it yg, F'� 11 1 B if a g• a it 2. I: ii•I1 i • 'a� �g• EIS : gf n ti g e IT � li 1 • iai _ �, �i 111111 _ ` l 4, i la r li 11 ,5 R 11 gg4 _ g a €1 n 11 � @ 1 c ie 3 9 i 42 i, 170.0 620 170.0 435 170.0 744 170.0 475 1763 608 170.0 500 170.0 502 170.0 510 1700 11113 170.0 5Y � 70: 1240 15.d T/0.o 1460 170.0 021 170,0 1735 170.0 521 154,4 1802 170.0 631 46 In 1760 705 170.0 54 170.0 860 170.0 684 170.0 902 170.0 630 170.0 1133 170.0 001 1700 1275 170.0 077 170.0 1417 170.0 630 157.7 1677 170.0 S80 135.1 1577 170.0 680 1182 1577 170.0 00 50.825 In 170.0 747 17040 063 170.0 896 170.0 631 1760 10B 170.0 004 170.0 1185 170.0 723 1760 1346 170.0 747 170.0 1404 170.0 758 141.7 1405 170.0 756 1213 1495 170.0 758 1543 1405 170.0 756 5481 1710 797 '70,0 012 170.0 951 170.0 091 170.0 1118 170.0 764 170.0 1275 170.0 883 168.1 1401 170.0 037 149.5 1401 170.0 050 124.E 1401 170.0 801 1004 1401 170.8 001 03.4 1401 170.3 051 60 In 170.0 865 170.0 701 170.0 1083 170,0 747 156.5 1151 170.0 870 138.7 1150 107.0 920 123.3 1156 1553 017 111.0 1158 149.7 010 02.6 1156 144.5 003 79.3 1156 144.5 903 09.4 1150 144.5 603 83 In 170.0 030 170.0 745 159.0 1048 170.0 850 137.0 1040 155.5 800 110.8 1049 141.7 848 106.5 1040 1320 638 95.9 1049 125.5 820 75.9 1049 119.3 820 00.5 1019 110.9 610 59A 1049 111.0 pig aln 100.0 935 170,0 789 139.0 "036 1013 004 110.1 035 1337 716 1002 966 121.4 175 82.6 965 1125 7135 67.4 005 108.4 757 80.6 056 00.8 740 60A 955 90.7 748 521 956 88.7 740 7281 128.5 803 1341 897 107.0 103 114.9 682 91,4 803 101.1 670 80.3 603 912 859 71.4 103 65A640 840 803 78.0 542 53.5 803 ,722 632 48A 503 08.8 ea461 60 89.7 627 70 in 100.2 721 114.1 029 91.0 721 07.0 616 740 721 80.1 805 65.3 721 76.5 595 60.7 721 70.1 080 64.0 721 05.4 578 45.E 721 50.4 580 30.0 721 646 664 34.1 721 56.1 583 70 in 101.0 884 198.4 509 842 044 83.4 557 722 064 784 570 03.1 084 70.4 567 56.1 664 64.4 558 50,5 634 50.0 551 421 654 5/.1 541 38.1 084 51.3 530 313 004 50.0 034 W n 65.E 5'4 QU 450 54.6 514 57.3 448 47.0 514 50.0 440 41.1 514 /46 433 36.5 MA 40.5 427 32.8 514 37.3 421 274 514 33.0 412 23.6 614 364 406 305 614 19.0 403 90 In 54,2 452 55.7 404 412 432 47.0 326 34.7 452 40.0 300 33.9 462 304 384 30.1 452 32,9 370 27,1 462 30.3 373 228 452 23.0 305 10.4 452 24.2 350 16.9 452 72.8 355 103n 35.1 357 36.9 322 31.7 357 72./ 317 27.2 357 25.4 312 23A 357 25.2 308 21.1 357 22.7 303 19.0 357 236 215 15.9 357 18.0 203 13.0 307 142 237 11.9 $57 15.0 203 111 In 35.1 330 35.8 300 26.2 338 30.1 301 26.0 233 28.1 296 21.0 338 23.1 202 19.5 338 20.8 266 17.6 330 10.0 284 146 738 18.6 278 126 338 14.8 273 11.0 338 13.8 259 12081 27.7 280 282 283 23.1 280 23.7 259 19.8 269 203 236 17.3 289 181 252 15.4 280 16.3 240 119 269 14.9 248 11.8 289 12.8 240 9.9 280 11.4 236 6.7 269 10.4 232 1748LC SD Anchor CAridly T.blle(IE.) Anchor Clip Patterns 519151n6! 275 COMM 3514 Ccnc. Hata CAW FOOSIiAU P7 Wm0 Meta AnToe: WV BCD Macon04 Eko Ube4M 6'16 Hco new.a16 Elen U9nsn Vd'EleoUtnNM 3/4' 05 Oro Agp6Gawr 516 Ek 0 Own 1/4" SS Ek0 Aggro ry am Stee1 3e2"N(05) 012 S1ee1 Suns 1G87 e'25Md Scrag 035) 6dg•Dnrce int 1' 2-1/7 1" 7 2-02 s-VQ Y 24/7 1 24iP 2' 34/8" 7 0.46' 0.54' 0.324' Bnannat On7 13/4" 164' 12/4" 1-64- r 1.1/4" 1.1/4" 1-1w" 1-414' 1-1/4" 14/4" 7 1-SB" 166 Wes 2 Moors ft4.76 W0O.C./ SNOW ct CNen Cp f1917 900 bs 390m 4506n EDObe 1844M 270b9 2001ts 354im 7401ns 374 in 684 its 046bc 34116s 442 bs 563 to 4 Ara5n,a1.16" inn. O.C./ 86101e1(tr 01544) Clip fig 2) 40 Os 7009s N/A 1 WA WA NA 360t3 N/A WA N/A WA NIA 012109 69269 1121 b6 4 A4tenn 67 MR O.C./(2)215 Ar eCRo/ f9637 7eo55 780 its 8001a 152Its 1090 Os 540 Rs MO Its N/A 7SO Ms 74Ans 80.1 its 102 Bs 1328A 65553 1121 Its 3Artban60.45'Min O.C./0426p, Ito .125' Alai (Fig 47 NA WA N/A WA WA N/A WA N/A WA N/A WA WA WA WA 1073bs 1 ANC Apr i FClp fig 57 105 Os 15516s 226 Os , 445 IN 8221ts 19509 140b 17709 WO its 187 Ott 332 its 479 to 17Oba 221e4 2331t 2 A1141Un a 1.10' Mn 0.6/ FCI6 fig 67 2416 350Ins NA WA NA WA NO as NA WA NA WA NA 341136 44216 560 b6 NOTE FOR THE OFFSET CLIP, USE TH FIGURE 1: • • FIGURE 3: • FIGURE 4: • • • FIGURE 2: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: • FIGURE 0: • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (D ) X /ANCHOR CAP.,,,,,,,,,\ o ANCHOR `MULLION / USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRFSPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAIJFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: I) 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 BE WEEN 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 30' 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 5063-75 AND BE A MINIMUM OF.126' 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 MATER'AL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. 3125' I-1.000"-4 .500' 1' X 3.125" X .5" MULLION (1" M= MULLION) FL COAT. OF A to N U f i m Z �100 Z SC b-3 0) O PRODUCT REVISED 6uas llding od0o Inge with the Florida NOA-No. 17-0630.01 Expiration Data 05/26/2021 or /l Miomi-0 a Product Control • • ••• • • • ••• •• •• • • •• • •• •• . • • • • • • • • • • •• • • • • •• •••• •• • • • • • •• •• • •• •• • • • ••• • •• • • • ••• • •• • • • • ,---._ ..,. Mummen: plry, TaIe 1lb• • • • • • t o 4x .125 AIunL Tube moon Opening Width (for 1erlic al9r-SpaM•g n'dng) looriPpen•10410Ight (f4tolFOr1189y-Spoiling 01114 30n 60h 70 in IR6 • SC In ••• •100r1 ••• • 1200 1401n 100in Reuter/MR Laadrg TlepRnag. Lowing RedamMer Lending Trap/Maim Laabg Rectangular Lodog Trap/Rag. Lmdrg Rectangular )awing Trap/Mang. Loading Roda3p4r LaMrg Trap/'ll0.. L0Wg Reeanpler Ledn5 TloWilhnO. L9M9 Red a/maer Loading Tr0O/lritq. LOadrg Racteng ier Loodrg Tny7rbno. Loring Rectangular 1nP0IMg Lowing g 2.^ �� 5 . as . •1 gg 1 i'. 1111 ioe' g a i' E gg L i .. .i y V 11 .. ss 3 • • 8• 1. e / • • i•� •foil-• a4 it 5 �• A'a I3 fa A a.-. IA 1e1- i II y a li 1 pLowing 'g a i. � 1I. y S t C 6 S 0 428n 170.0 920 170.0 434 170.0 744 1A.0 478 170.0 668 170.0 SOS 170.0 Opt 170.0 519 170.0 1116.170.0 521• 179.0 1241 1/5.13. 121 1 10.0 1401 170.0 321 145.0 140) 170.0 521 127.8 1409 170.0 521 411n 170.0 71:8 173.0 424 170.0 550 170.0 684 170.0 MU 170.0 630 170.0 1133 170.0 461 170.0 1275 170.0 677 156.3 1303 170.0 660 130.3 1303 170.0 600 111.7 1303 170/ 680 97.7 1303 170.0 580 50.125in 170.0 747 170.0 703 170.0 OM 1701 631 170.0 1044 170.0 604 '700 1105 170.0 773 158.1 1236 1703 747 140.5 1235 170.0 750 117.1 1231 170.0 130 100.4 1235 170.0 750 671 1238 170.0 756 641,. 170.0 797 170.0 612 170.0 055 170.0 691 170.01 1115 170.0 7544 1044 1106 170.0 603 1312 1150 170.0 027 123.8 1156 170.0 654 102.0 11511 170.0 1161 M.2 1168 170.0 861 77.2 11e0 170.0 86) 001n 170.0 9173 170.0 701 180.7 1042 170.0 797 142.9 ! 1042 161.1 132 125.1 1012 146.7 113 1112 1042 136.E 691 100.0 1012 1302 791 83.4 1042 125.1 782 71.5 1042 125.1 762 625 '58.7 1042 125.1 782 63 in 170.0 930 171.5 746 151.2 092 183.E 416 129.6 092 144.4 799 113.4 992 131.0 702 100.E 892 121.4 751 9(.7 932 114.8 766 76.0 002 1054 745 64.8 992 1061 744 992 106.0 744 66h 1M.4 947 170.0 7M 137.6 547 140.0 705 11e1 M7 130.3 lag 103.4 047 117.7 752 91.9 147 108.7 738 427 947 1022 727 M1 947 M./ 713 59.1 ' 647 04.0 711 51.7 047 94.0 711 72 h 136.E 840 142.7 737 1132 549 121.8 722 97.0 849 00. 19 A5 54.0 • 049 954 6M 75.5 649 88.7 6M 675 540 02.7 676 66.6 849 • 76.3 6M 44.8 Me 718 662 425 149 124 tail 76h 116.E 702 12).7 066 80.3 702 1020 552 425 762 WA 640 722 762 10.0 829 84.2 782 74.2 620 57.8 782 892 613 46.1 752 626 602 41.3 762 59.9 597 36.1 702 50.4 505 701n 108.9 724 111.4 634 90.0 724 94.6 621 762 724 62A 809 50.8 724 74.4 309 59.4 724 00,1 591 53A 724 63.4 563 44.5 724 672 873 34.2 724 34.3 567 33.4 724 53.6 565 90 in 055 543 71./ 463 50.0 043 60.7 474 48.7 543 52.4 4E6 43.6 143 47.1 468 33.6 643 42.6 452 34.13 543 396 446 29.0 543 34.9 436 24.6 543 321 430 21.7 543 30.7 420 Mh 67.3 470 56.9 427 47.8 474 49.7 419 40.9 471 432 412 35.5 470 38.5 400 31.5 478 34.4 400 20.7 478 320 395 23.9 470 25.1 38 20.6 470 26.6 380 171 478 24.2 376 ice In 40.3 377 41.1 341 33.5 377 34.6 335 26.0 377 30.0 330 25.2 377 28.6 325 214 377 24.0 321 20.1 377 22.0 317 16.1 377 19.0 310 14.4 377 17.1 304 111 In 37.1 357 37.1 223 30.9 367 31.0 318 26.6 357 27.5 313 23.2 357 24.4 309 20.8 357 22.0 305 16.5 307 20.I 301 16.4 357 17.4 294 120 h 293 346 29.8 279 24.5 300 23.1 274 21.0 300 21.7 270 18.3 308 19.2 507 18.2 309 17.3 233 144 In 17.0 212 17.2 136 1 f4DLC on Anchor Calumny Table (I68) Anchor Cep Patterns Substrata 271 Cmarete 3.51 Cane. Holm MU Flied CRC PT Wood 14e1d Anew 'type 3/1r Ebo Lawton 174'Elm llbxm 3/16' Boo Ullman cur tic Ubrasm 1/1'Oho U.tracm IH" 86 Eta AOmeOe1S sir Oleo Ubaan 1/4' 88 Elmo AaHSffior 1110 St* Bolen 1G5) 412 ed eclew f 1112ta12 Moe sarcx(05) Edge Dimes TT 1' 3-12" 1" 2-:2' "-1/r 1" 2-1/2" 1' 2-1/7 2' 3-110" 2' 0.410 0.34" 0.324" En4ed11.4 MX 1-314" 1-3/C 1-3/4' 1-3/4" 7 1-1/4' 1-4M" 1.1/4" 1-1/4" 1-1/4- 1-1/8 7 1-7/r 1016' mho 2Anaxu'e 0 4.74 Mh O.C. / Menderd or Cabet C5p (F19. 1023 3901a 391 hs 450 PM 8901be 1844 to 270Its 26O Da 354 Os 74C be 374 Oa 60410s 946Os 341 Oa 4421be 5601x 4 Anchor. 0224 Min. O.C. / Standard (a- Man Clp(A93X 7001a 70.71ba 5806s 1410Os 952ea WA 500 O. WA 6306M WA BM b. WA 0821b4 BMlbw 11201M 8 Anchor. 01.15' MO.O.C. / 0tardad (a O•e0 alp (Fa 4X 950 Os 1400.E 1 WA WA WA .WA 780 hs WA WA WA WA WA 1361 Os 1710Ibs 2240 Oe 4 Mahan (13^ Mho O.C. i R) 245 Argo Olps / (Fia.5): 780 Us 7035a BOO Is 13000a 1890IR 6W Ma 660 he WA 760 ite 7461a Ego to 1842 ha 08218a B0510s 1120Os 6 Ammo 03' MIL. 0.C./p) 245 Mole MR/ 0-g. 8): 11701ba /t706a 1020Oa 7a40 Oa 28446a 810ha 6101bs WA 1140Os 112216e 132000 283E Oa 102Is 132716s 1060 be 4 Amhara a 0.44 Min. O.C. / L.Olp, into .123' Alum. (F13 7): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430 Oa 2 Anchor. 0224 Mn. O.C./ 043b Ott. 83 3530. 350 b. 2001bs 7055a 4761a WA 280P WA 315 Re WA 4401as WA 341 IM 44200 5501a 4Aahor. 01.17 Mn. O.C./ F-COO (R0. 9): 480 Os 700 Ds WA WA WA NIA 3801a )JA NIA WA WA R/A 812 ha BM Ibs 11201ba NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 5: • • FIGURE 2: • • • FIGURE 3: • • • • FIGURE 8: FIGURE 4. • ANGLE CLIP (FIGURES 588) MUST BE USED IN PAIRS. FIGURE 8. FIGURE 9. • • FIGURE T: • • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: ( ANCHOR CAP.,,o",� (� ) X MLLLION CAP.,m� „� -ANCHOR CAP USE THIS FORMULA TO OBTASJ 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 INSTRUCTICNS ON USING THE TABLEB 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. 2) 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 UNI I (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A30- ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1010 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18 8 S.S. OR 410 S.S. 4.000' y 1.000" )- 126" 1 X 4" X .125" MULLION COPYRIGHT A12017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED 0 w b I FL CERT. OF AUTH.* 20290 co z 0 J W m H D z 7 H Q co to W H 0 a 7/) 0 CL J N_ X X N o ci -7 00 n 1 1.) W x S H- LLUU 0 Q 2 50 0 OIZ z • 4b 1� W t0 Z 0 �a 0 O 0 gpx PRODUCT REVISED as complying with the Ronda Building Cod. NOA-No. 17-0630.01 Expiration Date 05/26I2021 By Mlam -0 s Product Control- `11,4ra itlIl7/r'// �. Q1,V LYNN * No.68706 'p0 �A7E rz.t(Y',: •' �IS)ONAL ?• A LS'4*9MILL6 ), P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • • • • • • • • • ••• • •• • • • Mulior:C9�lbla pee) • • • • • 1 x a x.s7b Alu•L Tube t WIlI Opening eh (jar teNc0lN�r 19 ) y6 Opening Relaht ilor tgrizoffa6l''6 ^Nn9tLls m) SON SO in 701n 10 In 4 •90fi ••• 1 •• LOON •••• ••• ImN 14081 160In Racten•ty L..dry 7l r6.oB. L. .. R4ctongao Load00 Tlap/Tdo1• L..mq Rsctong. r Lnea0O 11 epRrirm Lman➢ Raehelpuly LOWn0 Tap/04n9. Losan9 Peet•"mular 10e0M9 T1ap/hiar0. Loading Raaen Mo Loosing Tn•Ra1O d. Lmdte Reofan0ud Lowing 1ta0/TIen0- Cadre Ra010 0dy taadnp Tn9TMl9. Loading wcanWly Leming T1 11711l9. Loosang III 1 F it11 If l lit III 11tit PI �I 11/1C11 1-a fI I11 1a1'•141: 1ii:all! r ag•1: r Me r -t••h r II _ 1111 r 4 114 11it11 r ata in/ H II111 t PI P 11111 o • III {, 5 O S 42 In 17110 820 1700 436 170.0 744 170.0 470 170.0 868 170.0 500 1700 992 170.0 519 iin Itir Ii.o 5ff 1/0 1 0 */ffo• 520 0170.0 1436 170,0 621 170.0 1736 178.0 521 170.0 1983 170.0 521 43 N 170.0 708 1700 324 1/0.0 050 170.0 664 170.0 982 170.0 830 1700 1133 170.0 Al 170.0 1275 170.0 877 170.0 1417 170.0 650 170.0 1700 170.0 610 170.0 1903 170E 880 161E 2024 170.0 660 50.6251 170.0 747 1700 933 170.0 696 170.0 631 170.0 10443 170.0 664 170.0 1195 170.0 723 T70.0 1345 170.0 747 170.0 1494 170.0 758 170.0 1703 170.0 708 159.0 1919 170.0 738 135.5 1910 170.0 756 541n 170.0 797 '70.0 01I 170.0 955 170.0 691 170.0 1118 170.0 754 1700 1275 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 168 150.9 1740 170.0 131 137.1 1790 170.0 811 120.0 1709 I70.0 061 00 In 170.0 585 '70.0 701 170.0 1083 170.0 707 170.0 1240 170.0 078 1760 1417 1700 944 170.0 1594 170,0 996 155.5 1619 170.0 1033 129.6 1619 1700 1063 111.0 1619 170.0 1083 972 1610 170.0 1083 6317 170.0 930 170.0 743 170.0 1118 170.0 650 170.0 1302 170.0 940 170.0 1480 170.0 1010 158.7 1542 170.0 1076 141,0 1542 170.0 1122 117.6 1642 168.6 1151 100.7 1542 157.9 1167 88.1 1542 167.9 1157 60 N 170.0 074 170.0 759 170.0 1109 170.0 003 1700 1364 170.0 1002 160.6 1472 170.0 1006 142.0 1472 168.0 1148 120,E 1472 155.1 1130 127.1 1472 (47.8 1100 91.5 1472 144.0 1104 80.3 1472 146.0 1104 72 In 170.0 1053 1700 875 170.0 1275 170.0 1009 150.5 1320 '169.2 1101 132.0 1320 149.9 1002 117.3 1320 137.5 1036 106.E 1320 121.6 1049 88.0 1320 117.0 1024 75.4 1320 1111 1813 88.0 1320 112.5 1012 78 N 170.0 1122 1702 937 149.8 1184 159.4 1013 1252 1144 130.0 004 112.2 1104 125.7 978 097 1184 118.3 084 89.6 1134 107.5 952 74.6 1184 97.6 935 64.1 1184 93.1 927 58.1 1164 923 225 751n 106.1 1124 1700 987 114.4 1124 147.0 065 118.8 1124 721.6 947 1010 1124 115.6 931 923 1724 155.9 916 63.0 1124 962 906 802 1124 89.0 840 60.3 1124 84] 1/1 51.9 1124 132 878 90 N 100.1 844 1115 750 90.1 64 94.3 736 77.2 844 12.1 724 678 044 73.) 712 80.1 844 88.5 84.1 702 822 64.0 44.5 844 81.4 693 45.0 64 54.2 478 31.6 844 50.0 we 338 844 47.7 0/2 96 In 80.1 742 01.6 163 74.2 742 772 692 63.8 742 07.2 841 56.7 742 50.5 031 49.5 742 742 49.8 614 37.1 742 43.6 800 11.6 742 39.3 680 27.8 742 37.6 664 1011 628 506 63.9 AD 521 663 03.0 621 44.7 580 46.6 513 39.1 666 41.4 605 34.1 568 37.3 490 31.3 688 342 492 288.1 506 2a.6 451 27.3 595 20.6 472 10.6 608 24.7 406 111 In 671 566 60.8 503 4110 555 49.5 495 412 555 429 487 308 556 30.0 460 320 606 342 473 23.5 605 31.3 407 24.0 555 27.1 457 20.6 555 24.3 445 19.0 Sao 22.4 442 12) In 461 475 48.4 433 38.0 476 39.0 420 128 475 35.7 420 281 476 29.1 414 A.3 475 26.0 409 228 475 24.5 404 10.0 475 21.1 395 16.3 475 10.7 347 14.3 475 17.2 381 144 In 26.4 330 28.7 305 220 330 22.4 301 189 330 18.3 207 18.5 330 17.0 293 >...,_._..... Mcho Capacity Table Ms) Anchor Cep Patterns Substrata: 2.73 Cor•rera 3.54 Cow. Ho00M CMU Fled CMU PT Wood Metal Mir Enolatrmm 1N' Eko Ultimo, 5/1B"Elco Inman 6H6' Boo Macon 1/1Eko Meson 1/4-85660 49940a10r 1ST Elmo unraeon 1/4'83 Aso A09r4G90r 410 Steel Sem. (G5) 412Btad 5c169/ (05) 4120tel 501 16857 Ears pease 097 1" 2-I/2" /" 2-1/7 3-1/0" 1" 2-1R" 1" 2-1/7 r 3-Ile 2' 0.45" 0.54" 0.324' Enbaina0 6n7 1-304" 1.3/4" 1-3/4" 1J14" 7 1.1/4" 1-1//" 1.1/4" 1-1/4" i.1/4" 1-1/4' 7 1.3/6 1.18" waits 2 Attalla. a 4.70 MM. O.C. / S68dao or Oft/ Cop (Op. 112) 300 be 300 Ix 460 Ibt BOO lb* 16141b. 27016s 280 874 354 b 740 be 374 Ito 054 Ds 940311 341 ISs 4421ts 550 be 4 Anchors ®2.26' Aga. O.C. / S(an6ed (or 01444) C1p 6-0. 3): 700 bs 700 tea 360 Iba 1410 bs 9521be WA 560 W WA 830 85 WA MO to WA 882 ke 8831b0 1120 m 8 Andars 01.15" M10. O.C. 19tandad 14013e1) alp 0'b. 47 980tea 1402Ito WA WA WA WA 78080 WA WA WA WA WA 1383 to 1770 Ibs 2240h 4 Anchors 49T Wa. O.C. / 002t3AWh Clpe 166. 53 780 to 780 be 06061 1100 Ns 18961bs 540 On 500M WA 760W 741104 850 Pas 18021bs 80211a 8851/. 1120 bs 0 A101144312 VMS. 0.C.I 12) 213 M OM%i(Fb.6) 117018s 11701M 1020 lee 23401W 284 lb* 610 On 840b WA 1140b 1122 bs 13203u "M36ba 10220a 1327 bs 1W000 4 Arcbas®0.4TM2) O.C. / 0G4, N8.125. Alum.(F(. 7) WA WA WA WA WA WA WA WA WA WA WA. WA WA N/A 14300a 2 Anshan 0225" MN. 0.CJF196 Pt7. 93 360be 350M 290 Ds 705b1 476b0 WA 280O. WA 3156m WA 440 Ito WA 3411s 442 Its 600 Ls 4 Anchors ®1.1V Nit. O.CJ FLrlp 0cb.9) 481 bs 7006s WA WA VIA WA 38006 WA W'A WA NIA. WA 082In 8651ts 11201ts NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGIIRE 1: FIGURE 2: • • FIGURE 5: • • • • • FIGURE 3: . , • • FIGURE 6: • • • FIGURE 4: • • • • • • • • ANGLE CLIP (FIGURES 566) MUST BE USED IN PAIRS. • • FIGURES. FIGURES. • • FIGURE 7: • • • • TABLE NOTES: 1) SEE SIIEET 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 CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4.000' SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANCHOR CAPAC TY ADJUSTMENT FORMULA: (DP) 2(r ANCHOR CAP.,,e,.,,,\ _ ANCHOR CAP.., l\ 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. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. W000 SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICC 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. .375" "X4"X.37:" r -MULLION 4.000" 1.000' r- j�j� .375" 1'X4'X.3 5" 1 MULLION 0 (0 cT Lai N E i' Z I/) 0 LL W CO 0 J 01 0 10. <n 7' 01 X 3C ]C ® "Q (A In c3 X ¢ 0 O Z > m o ¢ I €� CC U 8 p"7 2� PRODUCT REV SED as cama with the Florida Beading Cod�ode NOA-N•. 17-0630.01 Expiration Date05/26/2021 By Monroduc4 Control 2 O on) CO Z 8 1 N 02 $o as 00 41 1111' •1 sz;\' O cE.. off/ tor,. U SF • ',•(� No.58705 • • ••• • • • •.• • • 4110 • • • • • ID* • • • • • •• •• • • • • • • •• •••• •• • •. • • •• •• • •• •• •• • • • • • • • •• • • • • • TABLE 8A • •• • • • • • • • Mallon Caps bk. 11t') • • • • • • 126- k a.186- a .266-Alum 71aMall Opening Width (for vartmlly-spanning nosore•or Opening HsIp16 (51r hod sparrdngi11U6ont • 50 460 in701n 80 In • 901n • • • • 100 • • • • 136,11 140 In 160 in R'o�•� ltadng LmRMr•. 1mdn0 Ra. .dp/a. Lasing 17144/ . Mry Lme09 845.4.p11.r Cooing Thy/7.nm Looting Rso015d. Loading 7r./711m51. Weans Rectrlp6r Lowing Tn505sng. Loading 6.w3.r n5 Losing Trap/6104 Lea®ng Rct.oPOr Losing 15 1da50. Loeeng Fuar4ldr 1d 4nng 11ep/16030 Lowing Rea4► rlp L Lain T,.p-1103l- Loading .3% a� 11 1 ,�rL o- t3 B � 11 E` a 1 y5c p 2C _ 1 1 �sJ g .a Eg a gza < 1 Z ya¢2§$ 6^ rT �$$9 g .a i$jQ iB 8 a 11 2 D a a a I '& 666 S i F as a� 5 l 1C ,' A g 31 88 a� b egg d`6' !� S �' r ill ( .. �•� sj$ .22 _C L' • ,1��p+ Ei1 t' • }5C� ! gf ar! 1�ar iC S 4 a • fi I 41 a- l � 1 alp � l� }! a� g$ � 2}c L' li 11 +e�$ 1 i' �� �� a� 1 � 5 71 4210 170.0 620 170.0 435 170.0 744 170.0 475 170.0 600 170.0 Sla 170.0 902 1700 519 170.0 1110 170.0 521 170.4 1210 17d0 T211 8170, 1446 170.0 521 170.0 1735 170.0 521 151.5 1768 170.0 521 4591 170.0 708 170.0 024 170.0 050 179.0 664 170.0 992 1100 630 170.0 1133 1700 661 1708 1275 170.0 677 170.0 1417 170.0 660 154.0 1548 1700 680 132.7 154a 170.0 660 1101 1646 170.0 680 50.025 in 170.0 747 170.0 563 170.0 696 1700 631 170.0 1046 170.0 634 170.0 1195 170,0 723 170.0 1345 170.0 747 1070 146E 170.0 750 139.2 1493 170.0 756 1193 140E 178.0 768 104.4 1460 170.0 738 45491 170.0 797 170.0 412 170.0 900 170.0 891 170.0 111e 170.0 764 170.0 1275 1700 103 181.1 1378 170.0 037 1481 1376 170.0 856 142.3 1378 170.0 881 104.E 1376 1730 8131 91.7 1378 1700 881 60'0 1704 805 170.0 701 170.0 1063 170.0 787 158.9 1155 170.0 071 139.0. 1138 167.4 550 1236 1156 156.0 919 1112 1155 150.0 1112 92.7 1155 144.8 005 79.4 1155 144.5 905 89.5 115E 144.8 505 63'5 170.0 930 170.0 743 160.1 1001 170.0 850 137.2 1051 155.9 062 120.1 1061 142.0 848 103.7 1051 132.3 : 337 1361 1051 125.7 530 80.1 1051 119.5 822 66.6 1051 116.1 821 60.0 1051 110.1 521 66n 167.1 067 170.0 708 130.3 967 151.6 305 119.4 867 134.0 790 104.4 957 121.6 777 92.5 957 112.8 767 63.8 957 103.6 759 69.5 lei 100.0 750 80.7 067 86.0 7441 52.2 957 95.9 748 72 In 128.7 004 1352 696 1073 404 1152 6134 91.9 604 1013 071 004 664 91.4 660 71.6 804 84.1 650 64,4 804 75.E 643 63.8 804 723 833 40.0 004 61.9 629 40.2 604 69.0 628 76 in 139.4 722 114.4 130 912 712 972 618 712 722 85.3 808 08.4 722 78.7 596 60.8 722 703 508 04.7 722 65.5 580 45.0 722 595 570 39.1 722 56.7 560 342 722 582 664 76 8 101.2 005 103.8 500 64.4 035 39.5 593 72.3 005 76.5 577 83.3 665 70.e 564 662 605 04.5 560 606 685 60.1 663 422 686 54.3 643 36.2 585 61.4 537 31.E 605 53.7 536 901n 05.9 515 98.3 457 64.9 615 67.5 449 47.1 515 50.1 441 41.2 515 44.7 434 366 515 406 426 370 516 37.4 422 27.5 515 33.1 413 23.5 515 35.5 407 20.5 515 29,1 404 961n 54.3 453 55.5 404 45.3 403 47.1 317 35.E 433 41.0 391 33.8 453 36.4 185 302 453 330 379 272 4533 304 374 22.6 463 23,6 366 10.4 463 24.3 380 17.0 453 229 356 100In 38.1 356 39.0 323 31.1 361 328 310 27.2 368 28A 313 23.E 358 25.2 308 212 258 227 304 19-1 358 20.E 300 15.0 356 18.0 293 1114' 351 338 358 305 29.3 330 30.1 301 25.1 335 26.1 297 22.0 330 232 233 19.5 730 269 259 17.6 330 19.1 265 120 In 9.0 290 25,3 264 23.2 290 23.8 280 10.0 200 20.E 258 17A 200 152 253 15.4 290 164 245 1441n 161 201 15.3 180 _ 8B AnehorCapadty Table She) AnchorC9p P3tbmi S14a101e ilk Compete sea 0:41C. name 046 Fled CMU PT W00d HMI 'V1mrType' Mir 81m W0cm ur Eke L'ea:IXi 91e the Uhirpl Y76'Bc0U5recm Lr FJcoURnuon L4'55Fk0 AggeCalor 5'18"6c0 C Vxm 1/r535150 AmrtY9a/ 41051ed Sea., ((ay 4123805 S:mr F57 M231C1 Sub 1T�5) EegeCl316484 40 1' 242 1' 1. 2-V7 31/6' T 2-17 1" 2-177 7 3dAr 7 040' 0.54. 5.324' Eln8e05mt9117 13/4• 1314 1514' 1-9 4" r 1-544• 14114' 1. /4' 1.vr 1-1/4• 14147 2 1- 9' 14/S win 2Anchors 6475' MIA 0.0.!3054 075 or Mel Clip 97617 9001ee 39010. 45011E COO Ix 1644 et 27091 293E3 954 DS 74906 174 DS 66408 04693 341103 4426E 56011:6 4An:has01.161 UK 0.0/390410(a 0846081865927 480 ad 7031043 N/A WA NIA NIA 383135 N/A WA N/A WA WA 652 I00 0650a 1120835 4A.41a. CA9' um 00 /21245 ArQe Clips/ 93932 76D116 1401132 cm Ds , 15E30a 1166133 54013 3601a N/A 760 IP 7455a 80058 100214e 0321m 6E'en mom 4 AcIra 00.45" MD. O.C. /1/4291.9518.128 Akan (M5347 NA WA WA WA WA NM WA N/A WA N/A WA WA WA WA 1430 to 1 A1e1nr/ F'L90'1957 195176 105In 225136 443 D+. 822 Ds 135910 140 ID 1771173 37010e 18706 492105 473101 170 Os 221133 2651133 2 Auloo@ 1.15'MIn O.CJ FCBp pc/ 4 240 In 8600a N/A WA WA NA 100 es NIA WA WA WA NIA 94105 44236 563050 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: • • FIGURE 3: • FIGURE 4: • • • • FIGURE 6: • FIGURE 2: • • • • • • FIGURE 6: • • ANGLE CUP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) x � ANCHOR CAP.„,„.,...) -ANCHOR CAP..,MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" cRRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN iT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. I7 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 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 DE 6003-T5 AND BE A MINIMUM OF .125 THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 510 8 #12 ANCHORS INTO W000 MAY BE STEEL, 1B-8 S S. OR 410 S.S. I-1250"--I T 3.188" 1.25 X 3.186' X 263" MULLION (1-1/4' VF MULLION) RIGHT ® 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED U N 1.6 N 0 5 a 0- 6 Z 8 N 9 0) 80 a PRODUCT REVISED as complying with the Florida 11911din9 Cods NOA_No. 17-0630.01 Expiration Date 05/26/2021 BY MIan14-0a rodoet Control • • ••. • • . .•. .. .. . • •• . •• •. . • • • . •. •. . •. • . . •• • . •. •..• • .• • . •. •. . •. • • • • . ... . •. •. • • ... • .. • . • TABLE 9A '� Mullen Capao9y job lq(b •• • • • • . 1.25 23.25 Alum. Tube Opening Width (forvertlea97apantdn2 muOen6So`r41 0nilg lby1M(feripktobblitml 1ng mullor0 • • .4- 50 Is401n 701n 601n W In • •0Mn • • . pin . 1401n 16012 R.elan• 70r L62410 TrwilYsa0 Lehen9 Raeane7hr Leading 7100ITdeng. L.adt10 R..t.91.1 te.d14 TmyTMry. Ladino Recta puler Leeds• hep/7dap. Load.p R2N646666 Ics7re 76404n0. Leo 700 Rnln7uler Loan,' Tn270430 L0a4h9 f.de503107 Ladino 009/74en9. Les Ina Ruclen9uler Leedh9 Trep7111512. Loedim R.61,41d4r Lea4ln0 Tap/Temp. LoaOg 1p.A l 1 la1r•�5�lay1p 2 lSi ypa1 Zl 11i ajg s1 F l II D I iiY y ii dipIcAp_tliiii.t-I 2I •• ilk 8l t. • • 3 • it2 9 yippk r• 14 lapa1 Zi 11ad 3 yhj5Gla 11 8 iiiI �r1 dd it la d! I63In 1230 1701 820 1700 435 1700 744 170.0 476 170.0 Bee 170.0 606 1708 002 1700 619 1701 1112 'TAA 521 1FS.3 108 1700 1R1 •7197• 11112 0700 021 109.5 1116 1700 521 914 1118 1700 621 48 in 170.6 703 170.0 624 170.0 850 170.0 0e4 147,8 978 170.0 630 1407 278 170.0 001 130.4 070 . 170.0 677 117.3 975 170-0 080 07.8 978 1700 880 83.8 078 1700 080 733 B73 1700 680 50.62513 170.0 747 1700 503 110.0 060 170,0 021 160.7 027 170.0 604 1310 327 1e6.5 708 117.2 12/ 159.1 Bee 101.E 927 150.3 096 87.9 027 1513 496 76.4 227 166.3 895 819 927 156.3 805 64 In 170.0 797 1700 612 104.5 869 170.0 091 1326 068 153.0 e63 1160 909 141.6 880 100.0 802 134.0 580 927 859 129.8 854 77.3 809 120.e 662 00,2 089 128.8 652 57.9 899 1288 852 80I7 140.2 740 163.0 634 119.4 748 192.3 020 102.9 748 117.8 006 89.5 748 107.8 en 79.6 746 101.0 242 71.6 748 008 587 69.7 748 93.3 eat 51.2 748 93.3 583 411 746 93.3 503 123.7 677 132.0 579 103.1 077 113.2 600 088A 877 1004 166 77.3 577 91.4 546 00.7 $77 65.2 53e 01.9 077 01.0 534 31.4 677 77.0 629 44.2 m 78.7 529 39.7 677 767 620 4801 107.6 617 114.1 530 827 817 97.8 519 78.9 817 813 009 47.3 017 76.3 560 699 617 716 494 53.3 817 687 430 44.8 617 84,4 483 31.4 017 03.7 482 318 017 833 482 729l 82.9 518 87.1 400 601 518 74.2 440 69.2 516 86.2 432 511 618 56.8 126 ee./ 518 54.2 419 41,4 818 60.7 414 34.6 515 40.8 408 291 518 45.0 405 25.9 511 45.13 415 71316 701 465 737 400 667 465 62.8 388 40.3 405 04.9 390 441 468 49.4 384 39.2 405 46.3 976 35.2 490 422 374 29.4 405 30.3 307 26.2 485 38.6 364 220 466 362 163 7813 661 441 80.0 181 843 441 57.7 371 46.6 441 006 372 40.8 441 46A 368 382 441 41.8 280 32.6 441 18.7 368 272 441 349 349 23.3 441 33.1 348 20.4 441 327 346 90 h 42.1 332 41.8 2955 314 382 37.0 289 30.3 332 323 184 28.5 332 26.6 260 231 332 20.1 270 21.2 332 241 272 17.7 332 21.3 248 16.2 232 19,8 262 13.3 432 181 200 9610 35.0 291 36.9 220 021 291 30.3 250 25.0 261 214 232 219 291 27.6 241 19.4 291 21.3 244 17.5 291 10.5 241 148 281 17.1 25e 121 231 16.6 232 10061 24.6 230 25.1 206 205 230 21.6 205 17.5 230 113 201 154 230 18.2 /0e 111 In 22.6 218 23.1 107 0e9 210 10A 194 102 213 195 191 14.1 218 14.9 186 12070 17.6 187 18.2 170 14.9 157 16.3 lei - - - TABLE 96 Anchor Capa08y Table (lbe) Anther Clip Patterns 8ubuek: 2.15 Ccnnete 311 Can.. Holm CND Fa04 CAW PT Mod Maki Arch,/77pe: M r Ela UMxon UP Eko Ultonn Mir en UM00n 9/IC Ow U81wn 1/4" EI•. IAlaoun 1/1' 99 Elco A49reOolor OMEko 1lncon 1/4. 39 Eke Ao9o26or at0 81ad Sew (G5) a12 SteelH2 Screw(46) Mad So1e8(G5) 0a 0m). E461..1s 7' 2.1/7 I' 2-1/7 3V8" T 2-I/7 7 2-1/7 Y 3-1/7 2" 0.47 0.54' 0.327 Embedment (102 1.3/7 1-3/4' 1-:24" 1.3/7 7 3.1/1' 1-1/4' 14/4" 147 14/r 1-07 2" 1-3/0' 1-343' 119ks 2 Aroeaa O 4.75' MA O.C. / 6terMad a Met Olp IF4. 12 390 Ea 930 bs 400 be 090 b 1614 Ibe 270 b6 280 b 354 b 74016s 374 )56 864 b. 946113S 341 Os 442 its 500 b. /Andean6/.15' 310. O.C. 1 St.rmldla Offset)OIp (292. 2j 480be 700b WA WA NIA WA 30016. WA NIA WA NA WA 0821be 0551M 1120 to 4 Andnls 89 7la. 0,C. I (2) 265 Amb MA / (Fb- 37 760 ha 780 b 860 b. 1560 b 1938 b 6401be 580 b WA 7401b 748 Ib 880 b. 1692 b 802 be 6861b 1120 b 3NuOts 6 0.04' 61b O.C. / I.I.064 hie .100' Nun. Ft. 45 N/A WA WA WA WA WA WA WA NIA WA WA WA NA NIA 050 b. 1 Anchor/ F47Ip Flo. 05 105 b. 105191 225 b 445 b. 8221b 135 bs 140 bs 177 Ds 370Ile 1871a 332 bs 473 b 170 bs 221 I5a 280 bs 2 Ambers 01.14 63I4. 0.G/ FGGip (Rs eb 240 b 350 b WA _ WA WA N/A 100 bs WA WA WA WA WA 341 bs 44210s 000 IN FIGURE 1: FIGURE 3: • FIGURE 4: • • • FIGURE 5. FIGURE 2: FIGURE 8: • ANGLE CLIP MUS T 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 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 SPECFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-98. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN 5G OF 0.55. ALUMINUM SHALL BE 8063-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 A38. ALL ANCHORS INTO METAL SHALL EXTEND AT I FAST 3 SCREW THREADS BEYOND THE MATERIAL 810 8 812 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OPG) X / ANCHOR CAP., ,,,,,,",aa) o ANCI IOR CAP.,,„, 1 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 MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WLL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOH OPTIONS FROM THE ANCHOR CAPACITY TABLE. 125" X 3.25" X .100" MULLION FOR FIELD -MULLED UNITS 1.250"-�i 1.25" X 3.25" X .100" MULLION FOR FACTORY -MULLED UNITS COPYRIGHT 2017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED IN @ t oY tri e. Ln cV U O CP 2 e y�g U Z re CO go w o-) 28s- r0 0o cn xx� PRODUCT REVISED as co3ggg , 1with the Florida NOA-NO. 17-0630.01 Expiration Date • 5/26/2021 By Mlam - P • • uct Control FL P.E.# 5870E • • ••• . • • ••. •. •• • • .• • .. .. • • • . • •. •. •. •. • . • •• • . • . .•. • • • • • •. •• • •• •• • • . ... . •• • . . • .. • .• • TABLt 1UA - - - - - •-• Mullion Capacity blgl(fbs • • • • • • 125 x 326 x.824 AIum.Tlba MuB4m ""T7'• fi Opening Width (for \edic68Y-9pantn0 mdlisreporRennie/ HPIIIIt(tb•tPt090 5P41IT6 Ind1101t • • • • • 50h 60is 701n 6O Is •h • • •I•h • • •�g)n • 140In 160 In R6061lg44 L.dbg TNyrrhng LusbyLm4,g Reclan444l hap/Mans 004dng R4cten•1M lading 70,174 11. L666hi Rabngul.r Cosby) Trop/7dang. lamina 1166rAndsr L0aa1• T..p/M.ng. LoadingLesdng Flortangilki 7Np/1rian1. Lesdhg Rd/ 001N La.41N TNp Mint Lo.Fna 10e0ta10u1x Landing 76p'T4.ng- LouringUNNg R.cl.rydN 7,.p/01063. Laddi ng ; of I2 Ed is is I it 3 it 5 is 6 d i'€ i , sd is s it is L& Y %t a'a F t i bd aa Bi is g if , & #d 11 is S 0. '1 1 II §i is i' ; v & E€ it is Q ai a t d g it ix_ '-• 4 c•E1ii di to b i .. �Id. still.", 4.24 .F t • ,�l 1 9a�• iY f. E & .€ ;& g t3li is .S a u s i'„ Ed u a it i1r P is _ a't 10 .S gl. E1 is P �t _ "i 3S .•L Ed u g 11 is 1 u• 11 ie '• I d il is i A _ ='i is E� 11 k' t j g 9 al 42 is 170.3 920 1700 436 170.0 744 170.0 471 170.0 849 170.0 506 1700 992 '70.0 515 170.0 1116 110.0 521 170.0 1270 17111.1 eil T7r0d 149* •170.0 621 170.0 1736 176.0 621 170.0 /983 170-0 521 40 in 176.0 701 170.0 624 170.0 IMO 170.0 684 170.0 902 170.0 630 170.0 1133 '70.0 661 170.0 1276 170.0 677 1700 1417 019.0 080 110.0 1700 176.8 100 160.7 1979 170.0 610 140.E 1971 170.0 600 60825 In 170.0 747 17/.0 603 171.0 896 170.0 631 170.0 1046 1708 184 110.0 1135 170.0 723 1700 1345 170.0 747 170.0 1494 170.0 766 110.0 1713 170.1 768 162.6 1877 170.0 756 133.6 1177 170.0 758 64 In 170.0 797 171.0 112 176.0 966 170.0 091 170.0 1116 170.0 764 17110 1276 170.0 103 1700 1434 170.9 831 170.0 1594 179.1 856 1664 1769 170.1 001 134.1 1769 170.0 061 117.3 1759 170.0 661 90 In 170.0 11110 170.0 701 170.0 1063 170.0 797 170.0 1210 170.0 170 170.1 1417 170.0 544 161.1 1511 170.0 996 145.0 1611 171.6 1033 120.9 1511 170.9 1063 103.6 1511 1180 1063 90.6 1611 170.0 1063 63 in 770.0 930 170.0 746 170.0 1110 1700 150 170.6 1302 170.0 940 156.6 1310 170.0 1016 1392 1370 170.0 1016 125.3 1370 804.1 1012 1644 1370 155.9 1072 19.6 1370 155.3 1070 71.3 1370 166.3 1070 e61n 170.0 974 1700 789 171.0 1169 170.0 903 155.i 1291 170.0 1002 136.2 124e 1698 1013 121.1 1241 147.1 1600 101.9 1248 1396 909 93.6 1240 130.4 971 77.6 1248 126.0 al5 60.1 1246 129.0 176 1678 1049 170.0 /79 139.5 tail 160.2 192 1111.1 tON 132.1 fib 1049 1040 119.1 BW 932 1049 109.7 MI 13.8 1849 102.7 830 69.9 1049 61.3 070 61.9 10411 6/.2 620 624 44.4 tail 91.1 120 7211 76 in 142,7 041 149.1 122 11e8 941 1218 006 101.9 941 1112 791 192 941 1008 777 19.3 641 91.7 766 71.4 141 95.6 757 69.5 1/1 11.6 744 51.0 got 74.0 737 641 73.3 736 716 932.0 694 137.6 7e3 119.0 694 1109 767 94.3 894 102.4 753 12.6 894 91.0 740 73.3 054 64.1 730 66.0 084 71.3 721 66.0 ass 707 707 47.1 694 67.0 7/1 41.3 894 66.1 use 941n 85.1 671 08.7 566 71.e 871 74.9 616 61A 671 65.3 676 63.7 671 69.2 668 177 671 52.9 558 43.0 5/1 41.0 651 358 671 43.1 536 30.7 611 397 531 21.9 671 31.0 626 Min 74.1 640 72.8 627 66.0 690 67.4 510 508 690 63.4 609 44.3 690 47.f 602 36.3 590 43.6 484 36.4 600 39.6 410 29.5 690 34.7 477 25.9 690 31.6 449 22.1 690 29.0 464 193 in 4/.7 461 60.1 421 414 466 428 414 36.6 436 67.1 400 31.1 MI6 32.9 402 27.6 466 29.7 396 24.9 466 27.1 311 20.7 416 23.6 302 11.0 466 212 376 16.6 466 16.6 TO 1111n 46.6 441 46.7 400 992 441 362 393 32.1 441 34.1 307 296 441 30.2 312 26.4 441 272 376 72.9 felt 24.9 372 19.1 441 21.5 363 IBA 441 79.3 368 14.3 MI 17.8 361 120 in 36.3 370 368 344 312 371 310 339 260 378 26.0 334 221 978 23.1 321 20.1 310 21.3 326 18.1 376 19.6 321 15.1 376 10.7 314 IMin 21.0 262 212 242 17.5 262 RA 239 16.0 262 15.3 234 TABLL IOH AnchorCapaCity Table (160) ANOhorCllp Patlems SuM1400: 2.76 Cone NM 351 Cate 11010e CNU Bled CAW PTWoco Meld Anchor Root vie Ms Ullexm tie Eirou racon 666" ENO inn. 918.696 Mixon 1/C Elm Macon 1/4" 55 Bco 44 ty 611tr FJc 0 Orman 1/4' 88 Elea Ag0n4uta 610 Steel Seen (Fri) .1231ee4 961158(35) 4808eM SC7at'R75) Edge Chiantis p rtl) 1' 2-LT 1' 2-112' 3149• 1' 2-VT 1' 2-1/2.T 0-12" 2' 0.48" 064' 0.324" Remo ent9/8\ 13/4" 104" 43/4" 1y4' 2' VIM' 1-1/4" 1-1/4" 1-Ve 1-1/0 1-1/4" 2' 1-2N' 132 Mse 2 Andres 64479'Milt O.C. / mantra Cr Ofsel Cap 616. 1) 3009a 960De 450 Da 8009a 1644 Km 270124 229170 354179 7401b6 374 as 664 D0 94660 341182 44264 Mom 4 WOWS ®1.15' Mla 0.C. i 916wMd Dr ohm cap dig. 2X 4S0 D9 7001a WA WA NIA N/A 360 t s WA WA 44/A WA WA 662110 ass ea 1120 60 4ArchaO6 Thin. O.C./FL) 205 Arse Clp9/F3g0 7401n 780 to 660 D9 1E30 to leas IDS 64008 , 560 56 N/A 7600. 746 106 88066 18921a 662106 565106 112310s 3A7x10s6OE" Mkt O.C. / ULtlp, M1a.10/WAN111 rip 4) N/A WA N/A WA NIA NM WA N/A WA WA WA WA WA WA 950D1 1 Arthar/ F1210 6T0. 51:_ 196 D9 1615733 225 Ds 446 bs 822106 136106 1 14026 177 D9 TO IM 187 Ds 93210 473 96 170103 221 00 260 WI 2 Amnon 61.19' MIA O.CJ rcap_00)7' 243 Ds 350 m NIA WA _ NU N/A 1 100 to WA NIA WA WA WA 941 D3 4421116 960 Ds FIGURE 1: • • FIGURE 3: • • FIGURE 4: • • • FIGURE 5: • FIGURE 2 • • • • • • FIGURE 6: • • 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 CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWNG DIMENSIONAL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BE USED 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND IN PAIRS. 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 6083-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BEA 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 I FACT 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X (ANCHOR CAP.na„e.44) ANCHOR CAP.... MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUREMENT FOR THE OPENING, WHEN IT IS LOWER THAN PIE 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 125- X 3.25' X .824' MULLION FOR FELD-MULLED UNITS 1.25 X 3.25- X.6624" MULLION FOR FACTORY -MULLED UNITS 4n a co 2 X '1 M X 10 C_' -2 f0 C. k 1 () N CO n 00 f0 .�O z ko Y 0 ai° rc PRODUCT REVISED as Complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date .5/26/2021 Mlam •. a. ro • uct Control 0, Ili IJJ7 �.`� pp1T tY,vN * f40. 58705 1:LtApl: ' is A. LYNN MILLER, P.E. FL P.E.# 58705 • • ••• • • • ••• • • •• • • • • •• • • • • • • •• •• • • • • • • •• •••• • • •• • •• •• • •• •• • • • • • • • •• •• • • • • • • •• • °a • • TABLE 11A - - - • • Milan Clpeely •b - • • • • • 1261394 .124 AI6m1.1Ubs Mull6n 9[ �• Openblg Aldo, (br yen0ldysp•nnieg melon. ar�pa1�61D YNgh (b�IQi2nrtB -600 IIfl0 main. ) • • SO in 60 in 70n 301n 109 • • •911n • •�io••• 1404 1601n Rub/7433w Couch% Trw/Triag. Lading Rana nOWr Lad i Tnp/TMn9. Loading Raca19ul.i Loading To4Jf4a,g. Laadng Ractalgulr Loading T2apTdag Lo4dng Ramng4r tos/kg Tep/Trwg Loadig Rlcnnylr Ladng Txp/1nm0. L. 4i19 Rec1elglbr Load,g Tn15'197 . Loading tn Rncgctu La m9 TnpRriurg_ .nad6g RacbW r•4 Ladn0 Tr.pTa9. r1 Loading a o i._:L'Arts€S&ai 3� $_ it i& � i 3! l@ 2a .t a 3a L_ a& l& £ 9' i r L'6 i&it is E $ r 8P- ki-i i8 E' I i a_ a& .t �� z i 21'e o.. ;-2 4ti0 $x 8 Q 3€ i. 2 <a 9 1: a 3e '- S_ _iaIi �a'•t'� s!• 6" is. B � i 1 2 'rip- e}to.�s 04, /4a• £a g• stc6il 3e 1e-.f•6'Ps_/0 rby.6 id a-, d$ ,j i o 7- i= ii - 1 Pi i_ 'o_ 'ill :cd & ea .1 is o 1e €a 4 4& 3 fie. - ; s $& g6611 jF S ! 42 In 170.0 120 170.1 435 170.0 744 170.0 478 171.0 061 170.0 506 1701 992 170.0 519 171.1 1116 1700 421 170.0 1240 170.0 E21 frido 14a 170.0 621 170,0 1736 1716 521 1700 1963 1700 521 494 1700 /08 170.1 624 170.0 650 1700 514 170.0 992 170.0 630 1761 1133 170.0 661 1710 1275 1700 177 170.0 1417 170.0 030 170.0 1700 170.1 600 1700 1963 171.0 610 170.0 2267 171.0 610 54125 in 170.0 747 170,1 663 1700 896 170.0 631 170 0 1646 1700 584 170.0 1196 170.0 723 171.0 1345 170.0 747 170.0 1494 170.0 768 170.0 1793 170 1 756 1700 2012 170.1 766 170.0 2391 170.1 766 51 in 170.0 797 1700 612 1700 956 170.0 691 1700 1116 170.0 764 170.0 1276 170 0 103 170.9 1434 170.0 837 170.0 1694 170.0 856 170.0 1913 171.0 881 1700 2231 171.0 111 100.2 2403 170.1 611 6D in 170.0 986 170A 701 1700 1763 170.0 717 170.0 1240 1700 870 170.1 1417 1700 944 171.0 1514 170.0 998 170.0 1771 170.0 1031 1700 2126 '70.0 1663 1A8.3 2163 171.1 1063 123.0 2163 170.0 1062 63 in 170,0 930 1700 745 1790 1116 170.0 060 ' 170.0 1302 170.0 940 1711 1456 170.0 1016 110.1 1673 170.6 1076 170.0 1059 1700 1122 156.9 2065 '70.0 1168 174.E 3063 17/.1 117t 117.7 2060 170.1 1171 170.0 974 1710 769 1700 1169 170.0 963 170.0 1364 1700 1002 170.1 1561 170.0 1046 174.1 1763 170.0 1156 170 0 1948 170.0 1210 143.0 1966 170.0 1275 1225 1960 170.0 1281 1072 1966 1701 1266 170.0 1013 170.0 873 170.0 1276 170.1 1009 170.0 1488 1700 1126 170.0 1700 170.0 T2 TIN 154.1 1734 170.0 1316 136.7 1734 1693 1368 115.6 1734 166.1 1364 99.1 1734 1514 1362 86.7 1734 1502 1352 76 in 170.0 1122 170.0 937 170.0 1346 170./ 1090 161.5 1565 170.0 1202 147.4 1666 1652 1265 131.1 1556 1515 1266 117.9 1556 141.3 1211 983 1656 123.3 1223 342 1556 1223 1213 73.7 1656 1212 1212 75 in 170.0 1161 170.0 957 170.0 1311 170.0 1116 166.9 1477 161.3 1243 135.4 1477 152.0 1224 1212 1477 139.1 1206 100.1 1477 126.6 1191 90.9 1477 1161 1165 779 1477 111.1 1161 53.2 1477 119.3 1164 9041 1420 1110 1463 916 1184 1110 123.3 868 101.E 1110 1679 061 61.1 1110 463 936 719 1110 67.5 922 r 71.0 1110 60.7 910 592 1110 713 691 50.7 1110 65.1. 871 44.4 1110 617 B70 96in 117.0 916 120.3 672 075 975 10151 1156 83.1 E75 613 842 732 976 70.6 029 66.0 076 712 117 68.5 975 663 887 480 975 57.4 7E3 41.1 975 613 774 36.9 975 49.3 767 1011in 622 771 14.0 631 68.5 771 70.7 616 13.7 771 61.3 674 51.4 771 64.3 664 45.7 771 49.0 655 41.1 771 44.9 647 343 771 36.9 632 294 771 35.1 621 25.7 771 32.4 612 111in 76.7 730 77.7 8/ 611 730 55.0 550 54.1 730 56.3 640 47.3 729 49.1 631 411 730 450 622 37.9 730 41.1 614 31.6 730 361 800 27.0 730 31,6 589 23.7 730 29.6 611 1201n 69.9 024 61.0 660 49.9 624 612 660 42.1 624 64.3 662 376 024 33.2 544 33.3 624 35.3' 637 30.0 624 32.2 631 25.0 634 27.7 619 214 624 24.6 519 187 624 124 601 1441n 34.7 433 35.1 400 26.9 433 294 396 24.6 433 254 9/0 21.7 433 224 366 19.3 433 29.0 391 17.3 433 112 376 1AULE 1 TIP Anchor Capacity Able pa) -Mod Anchor Clip Pattern! 33844 3c 2.714 C0n0/ee 9.5k Cone Ham CHU Mal CMU Pi 1199 yp• 9'161 Boo 1738133 1146Eta U6rX0n 5'16' E120 UDuon 3'18-fl6a lAsm 4'4'(0000tlm-an 1/4' SS E%c AggiuGator 516' Et. Ulracm 178 05 taco AmpGalor 910 81ed 5629335) M2 Sten sum (OS1 912 Steel 83454 P0) Edg1 Os3ance On) 11 2-1,7 1" ' 2-142' 3-132' 11 241/7 1' 21/7 7 31Ar 2' 045' 0.54" 0.324 EnI9E29%06 13/4- 149 1d/9 1.14' 2' 1-1/4" 1-1/4. 1.9;4" 1-1/4. 1.1/4' 1.714' 7 1.31r 7-20' 9997 2 moon 0 475' Mtn O.C. / SOaasa 07 C48e1 Cop 019 1) 390 D9 360 6a 450 105 82003 1644 0a 27003 260 164 Mats 7401s 37410e 66136 946 Ds 3411n 442 Es Me los 4 0-C. I S7s1dm0 5112619522 0112) 481 Ds 703 Oa NUL MA N/A N/A 360 69 N/A 16A N/A WA WA 6820s 606 9 112)166 Arc5a9 0 1.12.119. (o 4A7050• 0 3' Ulm 0.0./ 52) 05A16/1eC129 / 030. 3) 760115 70019 6606.9 159311E 186E D9 540109 560 Ds 1121/ 790 Cr 749129 860 Dt 15022/6 6826E 68519 117030 4 Arc1x360.541 MIn. 0.C. / 7CSp, Into .100' Nun. 919. 4) NIA NIA NIA WA N/A WA WA NM WA N/A WA WA N/A WA 1257 t5 340070831 Flip 019. 5) 19560 11501 126115 44599 122 to 135179 14011/ 17764 370671 18734 33230 473111 1701 711 E6 260118 2 Ar01Rr3 91.19 1.9n 0.C/ FC1pitie 91 243 69 3601a NIA WA N/A WA 190115 WA WA N/A WA WA 541 Ds 442 La 5609s FIGURE 1: L • FIGURE 3: • • FIGURE 4: FIGURE 5: • • • • • FIGURE 2: • • • • FIGURE 6: • • ANGLE CLIP MUST BE USED IN PAIRS ANCHOR CAPACITY ADJUSTMENT FORMULA: (DF!u")X( ANCHOR CAP.,..... ,-ANCHOR CAP. MULLION CAP.,,,,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE RCQUIITBdENT 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 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 MILLION CLIPS SHOWN ARE NOT TO SCALE. FOR 0(ACT 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 SO OF 0.55. ALUMINUM SHALL BE 60063-T5 AND BE A MINIMUM OF .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 OAUGC). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #13 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 12143 S.S. OR410 S.S. 125' X 3.94- X.624' MULLION COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED Oh 2 Pli N 2 E CC O co Q jZ a t0-p >so z N gre 2 O rn PRODUCT REV SED as complying with tine Florida Building Code NOA-No. 17-0630.01 Expiration Dote 05/26/2021 By MIo0T-D Product Control ` 11, It 0///LYNN 0\%t\‘!NJCEN5I�C�133. No. 58705 = * SYTE ��'/ SfoNAL EC A.LNNNNN k,GP.E. FL P.E.# 58705 • • ••• • • • ••• •. •• • • •• . •. •• . • • • . •• •• •• •. • • . •• • • •. •.•. •. • •• • • • •• • •. •. •. • • • • • • • • • • • • • • • • I I10LC 1cr,• - • • • • • • • ' Notion Capacity Tltl. 6 JY5) • • 2 x 4 x 26 Alum. Tube MMon Openl g With (tor 1/H6c61y-Aparn7g mUllbro:or Opanllg Height Nor hulaprna ltspa nlrg oilior10 50 51 Win TO In 801n • • 901n • • • 1d3 Is • • 490 41• •R 1401n 1801n llbemgdrt Losing 143p/11N34 1619n0 P.1.os..r Losdn 779117715651 L60n9 Re56/040 Lo669 715615616. Leadnp 9^51463/ r 5etln9 115670en9. Lo.dng 1154193964 l4•4ng 1 0/1,1m9. 16940 16910949 Lowing T•Wlroni Le609 t3WYr ,N110 '760/704419. 1oaOro Re4110014e Loaaq 7661610 Losing F 01019 9r Lo.dn9 T6717760. Lo4dn9 1111 o Z a l P y a_ a 1 E @ si Ig1 Z l' 5K ii _ s 11 i II +1J1�� sS L 1- L 8 9 Sf• A f r -* 11 a W ff .- ad II 1 '8 Iij1}huLLJ`11°1II1 112446 i a i F `s I_ a°� <.t L a r si II1 ilZ�diad-.Zd f- e� 06 421n 170.0 676 170.0 415 1700 744 170.0 476 170.0 068 1760 506 1705 932 170.0 510 170.0 *1l 176• Si 1700 l2 $iy 1170.gs i4J6t700 170.0 17330 170.0 521 170.0 1963 170.0 521 48 In 170.0 703 173.0 524 170.0 393 170.0 564 170.0 092 170.0 830 170.0 1131 170.0 6551 170.0 1275 170.0 677 170.0 1417 170.0 050 170.0 1700 170.0' 6W 170.0 1083 170.0 680 170.0 2267 170.0 880 60.6281/1 1700 747 170.0 553 170.0 695 170.0 531 170.0 1040 170.0 604 170.0 1195 170.0 713 170.0 1346 170.0 747 170.0 1494 170.0 790 170.0 1703 170.0 795 110.0 2092 170.0 756 170.0 2391 170.0 758 64 In 770.0 791 170.0 612 170.0 856 170.0 601 170.0 1118 170.0 754 170.0 1775 170.0 603 170,0 1434 170.0 637 170.0 1594 170.0 656 1700 1913 170.0 661 170.0 2231 170.0 611 170.0 1850 1700 '631 90 in 170.0 185 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 670 170.0 1417 170.0 944 1760 1594 170.0 006 170.0 1771 170.0 1033 170.0 2125 170.0 1013 17011 2479 170.0 1063 1105 2080 1701 1061 6344 170.0 930 170.0 745 170.0 1110 170.0 850 170.0 1302 170.0 040 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2231 170.0 1169 181.7 2553 170.0 1171 140.9 2563 170.3 1171 66 h 1700 974 "70.0 760 170.0 1119 170.0 903 170.0 1364 170.0 1002 170.0 1565 170.0 1036 1700 1753 170.0 1166 170.0 1944 170.0 1210 170.0 2338 170.0 1275 151 X 2437 170.E 1285 1329 2437 170.0 1293 721n 17(10 1063 170.0 070 170.0 1275 170.0 1009 170.0 1439 170.0 1126 170.0 1700 170.0 1220 1760 1913 170.0 1315 170.0 2125 170.0 1307 140.6 216/ 170.0 1488 124.E 2104 170.1 1529 1099.2 21M 170.0 1630 751n 170.0 1122 170.0 g37 170.0 1346 170.0 1000 170.0 1570 1710 1236 170.0 1794 170.0 1372 /061 1960 170.0 1421 141.E 1960 170.0 1505 123.5 1100 101.6 1548 108.1 1950 154.0 1535 929 1960 152.7 1531 7844 1700 1151 170.0 057 170,0 1357 170.0 1110 170.0 1011 170.0 1280 170.0 1842 170.0 1360 102.7 1861 170.0 1474 137.4 1931 102.1 1561 114.5 7161 147.3 1473 902 1661 139.0 1459 85.9 11381 137.6 1454 go 170.0 1320 170.0 1744 140.1 1308 156.0 1219 127.E 1300 138.0 1105 111.8 1300 121.3 1171 90.4 1318 113.2 1162 00.5 1310 1(1.6 7147 745 1366 80.6 1122 63.0 1308 52.7 1105 559 1390 789 1015 96 h 147.4 1229 151.5 1098 122.9 1229 127.1 1079 105,3 1229 111.2 108'. 92 122s 41.0 1044 81.0 1229 89.6 1026 737 1229 824 1016 61.4 1229 722 603 52.7 1228 65.9 977 40.1 1220 62.1 037 1004 1035 971 106.0 077 163 971 69.0 862 740 071 772 149 4�64.77 971 80.4 837 57.5 971 61.0 826 ' 51.8 971 56.5 515 431 071 49/3 706 37.0 071 44.0 702 324 971 40.0 771 111 495.4 019 07.3 632 79.5 919 81.9 019 MI 919 70.9 008 50. 919 620 704 53.0 919 51.7 764 47.7 919 51.1 774 39.7 919 449 756 34.1 919 40.2 742 20.1 919 37.1 732 120in 755 746 70.8 716 029 748 64.5 703 53-0 708 55.0 695 47.2 756 48.4 006 41.9 786 44.4 677 37.7 716 40.5 665 313 798 34.0 853 27.0 706 31.0 641 23.8 7E6 284 831 1441n 437 546 442 504 36.4 546 37.0 488 31.2 546 31.9 401 27.3 516 28.2 456 24.1 046 25.3 A79 21.8 548 229 474 1E2 548 16.5 414 15.8 545 172 465 13.7 049 153 Ma 1Ht3LC 140 An6hor Capacity Table (IW ) Anchor C9p Patlsm9 5400817E 275 mnn9e 381 Cat. 1.050e GNU FI16105U PT WOOD MIS Anchor 13pC sae. E:to UrlKa Vr EkoUtntM SIB. El" UbazOn 3'IBEItDlllradl Vr mammonA99 V4"SS Et°5n6 8" UBrMOn VP SS El" As00300 l73 SIM Sue•(C5) 4n29t961 Scm71G5) M1251m1 Sew(G5) E6¢ Mane. 0n7 1' 24/7 1' 2-1/7 3-197 P 21? 1" 2-v7 2 5-1/6 7 0.10" 054. 3.32r EOtaanelt )n7 13/4• 1.94 144P 1$4^ 7 1-1/4.-i-1/r 1-1N^ 1.1/4" 1-1/4^ 1-1/r 7 1-7/6' 13'r Wes 2 Ansmrs 0 476 Min O.C. / Sandal or0151f C4p (Flo 144 90) DS 3121 as 450 D9 W0 is 164/ bs Z70 ES 28316 1 354 W 7401tc 374 lb. 6S/ 9a 946 Its 3416E 442119 5609n 4 Anchors ® 066 Min O C / St/WM (6 arse) C97 (F.0 37 74J 08 740 as 530 Its 14056E 1424135 NM 607 be N/A 6351be N/A 16 61 NA 602101 B85 We 1120109 6An11ar901.717 Mkt 00. 7015n050(Or 2Bet)Cb rg 43 1W68 6.30V 759119 1946100 N/A WA 70566 N/A 730100 N/A NIA WA 102216 1327 Its 1600155 !AKRX9 0 3 Mn. 0.C.4 (2) 235 Anpe/31p5 / 210 57 70155 7 CEO lb. 156 Rs 1805 b9 �1010 mob) N/A 76016 74614 SW Re 16624E 69216 005105 1113 Os 014001445061490.C./57215 1474balps/77967 41706. Hallos 101010 2340113 N/A 1140113e 112269 732310 789056 1072155 132705 160016 SAN horse 1.M°MIL 0.C./ 17CIIp, IKO.126Alum. 71G 77 NIA WA NA WA WA NA WA N/A WA NIA WA NA WA WA 13 6Arc gas 00.64' 1.14. 0.C./ 0CI6• 103.124 A190 fu 17 WA WA N/A NA WA NA WA NA WA NA WA NA WA NIA 21 106 2 AntnD6 0 261• MNI 0.C1 FCNp Dig 97 370 0a 370139 315103 7451E 7121M NA 2601ts N/A 3181ts N/A 443 4 NA 34'. 119 442 Re 560100 3Arc IIgl 01.71^516 O.CJ F10p(716. 10) 44369 5251E 679Its 07311s WA NA 353 its NA 32065 N/A WA NA 511105 66416 840115 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • • FIGURE 5: FIGURE 2. • FIGURE 7: FIGURE 8 LI FIGURE 3 • • • • FIGURE 6: FIGURE 9: FIGURE 13, • • • • • FIGURE 4: • • • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. ANCHOR CAPACITY ADJUSTMENT FORMULA: x / ANCHOR -ANCHOR CAP.,,,, `MUWON USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTEC 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 SIIEETS 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 C90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE M163-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046' 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. 010 & 012 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. .250" 4 000" 7 X 4' X 25" MULLION COPYRIGHT ®2017 PGT INDUSTRIES, INC. ALL PoGHTS RESERVED •17 N 0� yU 1n U w 0 In J -J X N 3 EC 0 CO t0 1 yz W w co co w ZO U O Z 7- 04 8 A z moep Oce O cv PRODUCT REVISED es complying with the Florida Building Cad* NOMio, 17.0630.01 Expiration Date 05/26/2021 By i Diem' roduct Control 11111 III I7 ! ......N4 • No.58705 %�(C '•.FLORID?.•.•' ���: /lA. 1414N NIIL �iti P.E. FL P.2.0 58705 • • ••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• • •• • • • •• • • •• •••• •• • •• • • • •• • •• •• • • • • • • • •• • • • • • • •• • • I ACLC 1.61 • • a • . .: 1 21.7 25 Mu OPM*.B Math (�7•/6 ► OWS. � riIQ WIC•► •WPM SO In Mb 701n Nb • Min• ••• 1016 1.1491•g. ••• �r• 18s07806r 712411607. 140r 741164006 T•p/6am 100b I:N4v' 7116fd.0 A etiwa r 7ap/T1•6. INNININ 11•4IT646. Not 1pmr Testable,. Laming N tagilr L•a 631171681117. L .g R6111410r Imdin0 7 Lamina Nasa.4r Lando laic Lamm. balm WON laming bal Wine, la•0Yo 1 1 1 1 4aaa. 11 II Tom. d 11 h ui Liana it hi i Lebo 11 hi i it hi i m hi 1 hi i Iii' {�•�1• i � tii g46ft1 II 1111 hi ii II hi li it hi li II g ii it lh i tMr 3 g 42b 770.0 GO 1700 as 170.0' 7N 170.0 475 170.0 ass 170A 6M 170A 11132 1750 510 1700 1110 170.i MI 170E 7341 17111 9J1• 1h7oA 94e1 170.0 521 1701 1736 170.0 627 1710 1153 170.0 1/21 pb 1700 703 110.0 634 170.0 410 170.0 588 170.0 002 1700 630 1700 1133 170.0 e01 1700 1276 470J) 677 1700 1417 1706 eta 170.0 1703 170.0 680 170A 1133 1701 400 170.6 2257 170.0 550 50.6234, 17110 747 170.0 563 170.0 M6 170A 631 1700 1040 1700 614 170.0 11115 1700 723 170.0 1345 1709 747 179.0 14e4 1700 756 1700 1793 1700 716 1701 -2082 170.0 761 170.0 2311 170.0 756 510, 1740 797 1700 012 170.0 956 170.0 01 170.0 1116 170.0 754 170.0 1275 170.0 803 /740 1434 /700 037 1701 1604 17110 406 1700 1013 1700 MI 1700 2231 1701 131_ 1700 2550 1701 857 Nb 1700 865 170.0 701 170.0 1063 170.0 797 1700 1240 1700 576 1700 1417 170.1 044 1700 1504 170.0 9N 1700 1771 1700 1033 1700 2125 1700 1553 1700 2479 1760 1063 1700 2833 170.0 1033 Mb 170A 030 1700 745 1701 1111 170.0 860 170.0 1302 1710 100 170.0 1410 1701 /016 1702 1673 170.0 1078 170.0 4000 170.0 1122 1700 2211 170A 1161 1700 7003 1700 1171 170.0 2075 170.0 1171. 170.0 074 170.0 7M 110.0 1160 1700 003 170.0 1354 1700 1002 170.0 1658 1700 10M 1700 17M 1701 1156 170.0 10M 1740 1210 1700 2330 170.0 1275 1701 2727 170A 1286 MA 3117 1700 1284 7241 1700 1003 170.0 875 170.0 1275 1700 1006 170.0 1411 170.0 1176 1700 1700 170.0 1228 1700 1913 1701 1316 170.0 2125 170.0 1387 1700 2530 170.0 1481 1701 2975 1701 1670 170.0 3440 1761 1670 70b 1700 1122 170.0 037 1700 13M 170.0 1080 170.0 1570 1700 1290 170A 1704 1700 101 170.0 7010 1700 1421 170A 2243 170.0 1605 1700 NM 170.0 1N/ 170.0 3140 170.0 11N 170.0 36M 179A 1705 7104 1700 1151 1700 007 170.0 1311 170.0 1116 170.0 1011 170.0 1250 170.0 1M2 170.0 1380 1700 2072 170.0 1474 170.0 2302 1702 1934 1701 27M 170.0 1703 1701 3223 1701 1777 170.0 311141 170.0 1706 9004 1701 13M 170.0 1144 170.0 1504 1700 1324 170.0 11113 1700 1411 1100 2125 1700 1653 1700 2391 1700 1713 1701 350 170,0 1911 170A KM 1700 2125 1160 3413 170.0 2273 1301 $413 170A 2611 Mb 1700 1417 170.0 7221 170.0 1700 170.0 1434 1701 1083 170A 1122 1700 2207 1700 1794 1701 2350 1701 1662 170.0 3433 1700 2006 1600 31N 1700 2336 137.1 31N 1601 2470 1200 3180 1501 2426 101 In 170.0 15114 170.0 1403 1701 1013 170.0 1147 170.1 MN 1700 1670 170.0 2650 1701 2070 1441 276 170.0 2271 140.3 2761 161.9 2333 1228 2701 1401 2361 102.1 2761 1251 2234 02.7 2701 110.0 2100 111 In 1707) 1160 1700 1454 170.0 1916 170.0 1700 170A 2203 1740 7032 1710 M21 170.0 2140 1511 2032 142S 7248 1001 2132 1404 2214 1132 2132 721A 2183 070 2032 110.1 2120 15.4 2032 1081 IOM 120In 1700 1771 1700 151113 1700 2125 170.0 '101 154.4 2222 1501 1111 1321 7232 141.4 1014 1211 2252 1272 IOW /011 222 1141 1915 101 7252 102.9 1872 772 7352 121 163e 071 2252 01A 1008 144 In 125.1 1504 1261 1445 1041 .1554 1011. 1425 40.4 15M 11.5 1407 752 1064 807 1500 81.0 1504 72.3 1373 820 1614 907 101 621 15114 MA 1330 44.7 1614 491 1306 39.1 1584 NA 1283 AMC 1343 I Anfhor CaaOciTy Ta3kf66) """T - - ... ADN71rCIp PPatternsAealw7y}r Su 273 Crepes 1.5t Co m. - 11dor001 FIN ChM PT Wool Neal I Eke 31M' u•m1 1/4• F4. um.+rm iiy� M°O 7 LammY16' GeoLamm Ur D m 19tmm 1/4. 61 Eb AODSOmb1 VW tam 111osan 1/4' Its Ma AMes4'iir WO 5r4 ewer R4N 6126M8 ease (� 412 61e4 I sow IC5) Ease Obase4a7 1". btr!' _ it'-J-1/!r '._1UC 1' 2.142. 1' 21/2 2' 3-UT 2' OAl- OAr 0.324' Ealaa1m194N7 121/' 1-354' 1a/4. 1a/4' 2' 1-1/r 1-Ur 1-w 1-1M 1-1M 1-W 2' tag' 1a11' ...mAat_ 1 MO In &WSM7. 0.G.//NNW 0C6e CM Fa 1822 Mob - WObs 450b MOB 1644b 270Y 2NY 354b 74066 374Y IN It* ON la 141111• 442Ns ihro1se I 4Ancnws 794.n6'Mln rd./ ErMad(.66.0001F0. 55 1 7MY " 7301s 10I. 170IIIbe" 3n2to 540b MMY 7Mb too is 7YIhe 1272b. 1602es 082Y 60564 1120 Y„ 5 OAnolm 7t'1. GM /0 i6 812.10 4$Ftl.74 1160Y 14Mb 1010b AG WA WA 940Is WA ION Om WA WA WA M 13Y 1770b C. 2240II. I 4 balms 4YMn. O.C./012s5Aram Gips /Flo.53 760Y 700b OM Y. 1590 b 1006IN NMb MOB WA 7N•e 746b NO 060 1M2b M364 MSb 1120Y 8Miaow TAN GO/ 03250r4S Cp/F1. 03 M 13IM '_ 15Mb 1200b 3120b 3702Y. .10Nb MO IN WA 1520IN 1M•b Mb 17 77NY Mb 13 1770 Ps 2240b - 12NaMw•1S Ma0.0/IA235Nt9O Cp/F477 1000b 2100 as 14Mb 1/s0b WA WA MD to WA 15Mb " WA MA WA 2045 am 2854b 330b - 4 Archon 01l1,►a0.6/ LLCM. tso.12S MN. V. 03 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 1430la &Aram's°OAr IN. 0.C./UQF,t•e.122 Wm. FN.•1 WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2581•s 2Naas QtM' M1. 0.C/ F- 044.104 30364 300b 45066 MOB 1616es 270b Mt. 154b 74b 374IN ISSN 946b 141b 442b 'MOB 4 Pastas 9171' 3b.00J F476 Fp. 113 680b 700Y 503b .. 12941b4. WA WA 4701a WA 533b WA 4W WA 682b 6036 1120Y NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AN FIGURE 1: FIGURE 6: • FIGURE 2 • • • I(FIGURE 3. ll FIGURE 6^ • • • • F7GI/RE 41 •. • • .• • • • • FIGURE 6: FIGURE 9: FIGURE 10: FIGURE 11: • • • • FIGURE 7: • • • • • • • • • • • • • • • • ANGLE OUP (FIGURES MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA:_ (DP.) X ( ANCHOR CAP.,e,,,,4). ANCHOR CAP.,. MUWOL CAP.,1,�, USE THIS FORMULA 70 OBTAIN THE'ANCFCR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MUWON. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE 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 WDT113 IS ALLOWABLE 3) Ml1WON 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 HOLD: LOCATIONS. 4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -Ft CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAC. WOOD SHALL BE PRESSURE-TREA YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF 25' THICK STEEL STUDS TO SE A MINIMUM GRADE 33 AND .046' THICK (18 GAUGE). STRUCTURAL 5716!. O BE AT LEAST .126' THICK AND A36. AU. ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. CO & 812 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 .S. ED F--2000'--I % 7 2' X 6' X 25" MULLION 6.001 Q 8 v A cc S m 1 r 1 1 0 Z PRODUCT REVISED as ean0_ Cod9h .5• with th• Florida Wdldis NOA-No. 17-0630.01 .141.11 N '�� • JcEN$i'•. off",, * NO.58705 pro QrE �0,�'• B ATE•�:' •'••oRm.N... / se, S/ jj (�, E‘•• A 616,1 mi•IE6Z,IP.E FL P.E.71158705 • • ••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• • •• • • • •• • • • • ••• • • •• • • •• •• • •• •• • • • • • • • •• • • • • • • • •• • • I ACLt '14A .. . • • • Mullen Capa4S¢ T41e IMO •��,• • • • • 1.26.. 2.11a x Tubs MuN Opening Width (for ler8rapr-spemnlp n8N6re) SrO$mlyp Ha 9htL hodattatgaparnln9 senors)* • 501n EOM 701n 80 h • 9016 • • • • 100 In• • • • 116 • '401n 1601n Reefan9ula Led1,10 TraprT444L Loamy Reet+rO4R Lanky Tnp(hiarl8 Loading 9601.1gulr Lading Tnp'r6ana Loading Rec'arq.lar Loading TrapT6an9 1mckg 8e06.54464 L0699 TrapT044q. L0133ro 134e4r221u Leedtg Tracadar6 Lmlln9 Reebrgulor Leading n39111206 L,drg Re0tae45S9r _oedIrg 7r31298018 L8drg Ractaguar Lodkg Trap111rr0. Loading 11I/Ie11 gli 1 I1 I liI 111 11 / 1 II I II11/ I 11 � 11ai41 1g1•1 •1� •T 1••114 .$ 41 '11ti 9 1 l; 1 il ` li i;iizi. 11 II F11fi I g ai Mull Low* 42In 1442 526 167.0 426 120.2 WID 1489 416 1030 62e 1389 414 901 526 1346 411 80.1 aa. 134.1. 41P 721a 523 11130 40141 601 • 1166 134.1 411 81.5 628 1341 411 45.1 826 1341 411 48in 066 403 109.0 333 60.5 400 94.7 325 69.0 403 63.4 320 604 433 814 317 53.7 403 78.1 316 433 403 746 314 403 488 78.8 314 345 403 78.6 314 30.2 403 760 314 50 625 In 82.3 362 91.0 301 e86 362 79.3 294 ' 688 362 71.9 99 51.5 932 , 67.2 288 45.7 362 64.6 284 41.2 362 536 263 34,3 382 63.6 263 244 362 636 263 25.7 362 63.5 263 54 in 67,8 3/8 74.1 267 58,5 318 642 261 486 6,6 57.7 256 424 318 53.6 253 37.7 310 60.6 260 33.3 318 496 249 262 318 49.1 245 21.2 316 49.1 246 21.2 316 49.1 246 60 In 49.6 253 63.1 216 41,2 255 45.7 214 36,3 2191 40.7 210 369 2E8 37,2 207 27.5 258 34.9 204 247 258 33.4 203 200 268 32.2 201 17.7 258 322 201 15.5 268 22.2 201 00 in 427 234 43.6 200 35.6 234 39.1 196 30.5 234 34.7 192 287 234 31.6 109 23.7 234 294 166 21.4 234 280 124 17.8 234 26.6 183 15.3 234 26.5 183 13.4 234 26.3 163 68 In 372 213 39.4 163 31.0 213 33.7 179 28.6 213 29.9 178 23.2 213 77.0 173 20.8 213 Z.1 170 18.0 213 23.7 169 155 213 22.2 187 73.2 213 220 186 11.6 213 720 166 72 h 28.6 179 361 165 23.2 179 75.9 152 204 176 22.5 149 17.8 179 20.3 147 16.3 179 187 146 7E in 24,3 161 264 140 20,3 101 21.0 137 174 181 10.0 135 15.2 161 170 133 78 In 226 162 235 133 186 152 19.9 131 181 15 17.5 123 TABLE 14B Anchor Cep•dti Table phs) AndlorClip P.ilema RWnrale 2.71 C43nnete 3.3 Cas. 6066a CM Filled CMU PT W000 Meta Aetna type VW Eke Minden 1/4. Elco Wrarm 5/18'ES° Mae en 9/16'Eko U64zem 144'Fkn LBtrerm 1/d SS Eko A40e3394 5/16'Eko MTsm 1/4"SS Eko A93863br 810 Sled St(es 895) N12 Steel Sem(36) ail Steel sore. (06) Etge Oblate 04 1' 2-1/2. 1' 21/7. 3-148' 1' 21/2. 1• 2-12. 2' 3-1/C 2' 04" 0.54. 0.324' Eeloe3Bat(80 1314' 1-5/4' 1916 1-0/4' 2' 1-1/4. 14/4' 1-1/4' - 1-1/4' 1-1/d 1.1/4' 2 1-ere 13'8' vales 4 Arsaaa® 910n. 0C. /(2) 56Arple Olps /k19i 780150 7B0 Ia 610103 19 es 1626 Ms 5/0 De 330 Ds N/A 703Ilia 748104 660Os 189700 682es 385E6 1491ts FIGURE 1: ANGLE CLIP MUST BE USED M PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X ( ANCHOR CAP,,,,,,..) . ANCHOR CAP.,,, `MULLION CAP,,,,,,,.,. USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN 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 SPECIFICATIONS. HOLLOW AND GROUTFILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 055- ALUMINUM SHALL BE 608345 AND BEA MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO 8E AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 610 71 ((12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. r-1.2138' .I f r 125' 1,28" X 2.11' X .125' MULLION (INTEGRAL FIN MULLION) COPYRIGHT ID 2017 POT INDUSTRIES. INC. ALL RIGHTS RESERVED in N CO U 0 60 2 >5 z N 4o a0 r 07 ID 20 1 z cn O .1'O o4 `L O c� PRODUCT REVISED as complying with the Florida Building Cods NOA-No. 17-0630.01 Expiration Date 05/26/2021 MlramFDa redact Control • • • • • • • • • • • •• •• • • • •• •• • • 9 . . • . • • • • • • • • • • • • • • • • • • • • • • • . ••. • • • • • ••• • • • • • • • • • • Mullion C•pae11r Tib 9Qr) • • • • ♦ • 3.20" 30 DEG. AL BAY MULL }} � vertee rralterl6�r H• N r rg one Oparting Width (for Iypen►iog Oili•nilg ig (� Y Form Ports: • 50 n 40 n 70 n 83 i1 • 601n • • • too t' • • • 12116 1401n 1601n Reehn50f Loadr9 7npr10 rg. Laming. 11341911{lar laming T.•T4560 Lmad13 364lanWar loading Trep)T41np. Laidig Rectan5r Losing 1313/1580 12•8110 Rnrt•Whr UU.8n0 Prip/7den0. Lewin• Reds/War Lood.g Ttap/Oa110 Loading 77.6rS w0r Losing 17•3//1131•. Loodng Rectangular Lea4n6 T, 071o. Lmdng Ne<tenper 1eadlp 1h5/7Muq losing 1 _ it y §g t gggg i@ (7 �" 1g� i1. 11 t iri �5y 11 �'i Ea n� 11 1 11 $ 5 sg 16 o 3`a ill i a i �� a S it y if fi i1 • Y6 _ iw";1Ea5 : • • � b c7•• �il a �� :1 • mse a ,p��g, ... a g •i: 1• b } • a 8 11 �`' 11 q6 11 a a� 6 _ �� 5 gg 11 y1 11 5 -' 1 a 3 41 11 g5 ;1 p: .. [�� g 42In 170.0 620 1700 430 170.0 744 170.0 476 170.0 658 170.0 506 170E 092 170.0 519 170.0 1146 170.0 621 170.E 1240 170.0 021 170.0 1456E 170.0 621 1700 173E 170.0 521 1481 1740 170.0 621 4041 170.0 706 170.0 824 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.E 661 170.0 1275 170.0 67T 170.E 1417 1700 680 162.2 1622 170.0 6W 133.5 1522 170.0 660 1142 1571 1700 660 5116261n 178E 747 103 553 170.0 59 170.0 631 170.0 1046 170.0 084 170.6 1195 170.0 723 170.0 1345 178E 747 164.2 1443 1700 756 136E 1443 170.0 758 117.3 1443 170.0 756 1026 1443 170.E 756 5417 1780 797 1700 612 170.0 966 170.0 691 170.0 1116 170.0 764 1700 1273 170.0 603 160.4 1353 170.0 637 144.3 1353 170.0 150 120.3 1363 170.E 001 1133.1 1363 170.0 961 00.2 1363 170.0 551 801n 170.0 186 170.0 701 170.0 1083 170.0 797 167.0 121E 170.0 678 1481 1218 170.0 844 129.9 1210 159.8 836 116.E 1211 162.1 924 07.4 1211 1481 913 113.5 1211 146.1 913 73.1 1216 146.1 913 6317 1780 930 170.0 745 170.0 1111 170.0 860 160.2 116E 166.E 033 1314 1150 153.0 014 116.3 1150 1419 598 106.1 1150 134.2 686 67.6 1150 126.7 671 75.1 1150 1262 870 65.7 116E '262 670 DJ 170,0 674 170.0 706 152.4 1041 166.E 681 1306 1045 1469 004 1143 1048 133.1 060 1018 1048 123.4 039 91.4 1045 1166 630 782 tab 109A 821 85.3 104e net 816 57.1 1041 '06,2 618 724, 1488 660 1479 754 117.4 800 126.0 746 100.E 660 110.E 734 630 410 100.E 722 76.2 680 02.0 712 70.4 860 562 703 56.7 160 792 663 60.3 605• 16.5 600 44.0 600 76.4 666 71n 110.7 790 125.1 190 08.8 700 108.4 876 85.5 790 02.3 643 74.11 790 63.E 552 63.5 790 769 643 59.6 780 71.7 625 40.9 790 8.1 624 42.1 790 421 619 37.4 760 61.5 017 76 In 1106 750 115.5 857 92.3 730 96.1 044 79.1 750 00.9 632 66.2 761 77.1 621 91.5 760 70.6 612 55.4 760 65.7 606 462 760 594 064 39.6 750 562 500 34.6 780 53.5 Me 00 h 721 005 74.4 600 60.1 688 629 401 61.8 583 64.8 443 45.1 563 489 475 40.1 50 44.4 466 36,1 563 489 402 30.E . 593 302 452 25.E 683 33.3 445 223 033 31.E 442 96in 694 405 61.1 443 49.5 495 51.5 435 424 495 44,6 427 37.1 496 39.9 421 339 493 36.1 416 29.7 406 332 404 24.E 495 29.1 400 21.2 495 286 384 1811 495 25.0 390 1061n 41.7 391 42.6 333 34,8 391 30.9 348 29.E 301 31.1 342 26.1 391 27.6 317 232 391 24.9 333 289 391 22e 32B 17.4 391 19.7 321 14.9 391 17.6 315 111 n 38.4 370 30.2 335 320 370 33.0 310 27.5 370 26.6 325 24.E 370 25.3 320 21.4 370 22.E 316 102 370 20.9 312 16.0 371 18.1 305 120 In 30.4 317 30.9 219 26.3 317 28.0 264 21.7 317 226 210 10,0 317 10.0 278 15.0 317 17.9 273 144In 17.6 220 179 203 . Mpr-C w.., Anchor Capacity Table Ohs) Anchor Cap Patterns 91641311 e 2 7k Garonne 3.54 Com. Hollow C IN Fl14 CAW PT Wood WW1 Aatlartyp0 3I16 Ebo N64ean 1N' ElmU6rarn1 3/16' Elea Uhlman Uam1/4. a0" eonon E 1ko 120aam Mr 83 Elan A90a0aar 3/16' Cleo 117 mn 14' SS Elm110 A073317e5m7 Steel 301eW (03) 812 Stud Screw (p) 61231041 SrleW (G5) Edge 06500E (n7 1' 2-I/2' 1' 2.1/7 3.1/8" 1' 212' 1" 2-1/7 7 3.1/0• 7 0.48 0.54' 0.324' E0lbudner0 (•7 13M' 13M' 13'4' 1.3/4' 7 1.114 1.1N' 1-1/4' 1-1/4" 1.1/4" 1-1N" 7 1-3/8 1.3)0" mks 2 Allah. • 5' 111. O.C. / 7) 245 A.5a cops / (71a. 17 320In 3901ba I 450 6s 890 be 1700 ha 270 85 2801b 354 In 740 6a 3741b 720 to 94e din 541 Ib 44213 580 4x 4 A.elufa 116 3 S Mtn O.C. / 2) 2116 A10M Cbpo / (Fla. 27 763 ha 78011e 790 Hs 167010E 2520 Ia 141)109 360 DM N/A 1120 94 740 6• 860 be 18021be 602 133 88613 1120 be 6 And.a, t3 2.71' 141n O.C. / 4 215 A110a (7qe / (R9. 37 11201ba 1120 •ba 950 ae 224613 2254 be WA 640 0u WA 10591b N/A 1320te N/A 1022 b0 1327 ha 1660 roc FIGURE 1: • FIGURE 2: • • FIGURE 3: • • • • 1 1 • • • • 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 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS LS ALLOWA3LE. 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 21-21 FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACl 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE.). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL A10 8 812 ANCHORS INIO WOOD MAY BE STEEL, 16-8 S.S. OR410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (� ) x ANCHOR CAP.,,q,1.,) _ANCHOR CAP... MULLION CAP.,,,,,,.. USE TNIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MILLION 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. GHT O 2017 POT INDUSTRIES, INC. ALL RIGHTS RESERVED PRODUCT REVISED as complying with th• Florida Building Cod. NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Ilium • Product Control tt1111111)//I, No. 58705 • ri - 0 "tnTE k r1 s/oNAL EN�'' A.LYIJNIALLER, P.E. FL P.E.A 58705 • • ••• • • • ••• •• •• • • • •• •• • • • . •• • •• • • • • • • • ••• •• • • • • • • • • • • • • • ••• • • • • ••• • •• • • • I HOLC ILIA - - - • •• • 7 Mullion Cspial&Title 4) • •``�� •�� • • • 336"41 BAY MULL • Opening Width (tor w><9rallalrilpU1 m•ne)•r Owl's HWghWit ro3oiz 4 `'�IQ"arrirQ r ). • 50In /0In TO In es In • 001, • •••100 Ina ••• 12.6 0-• 1401n 16001 Roctang4• Londe Tr•ITnv10. Lofts 144644 Lnsdn9 Tr4r11149. Losing R4064o311 WndN 60041441 Laodro Rsoraf/s• Loading 1I11706w Lond10 Roclatidar Loodh9 10P'01on9. Loading Rec0npdw Laodre Trop71•6. losing Reo5npo Leading 140/711 s. 10au, RociangeR Lowing Topml.ng. Loading R•Calpll• Loatrq T01136640. lowing $ il G a II � Eg*p 6pp q 85 z� $g� - ee gy9, t3 m.@1 Anchor C I Ragiwe)ma) >E_ $ /E 1- f 8 � I& 11 21 8" 8 4 fl S s II ' g 11.. •� '1 :6 E '. - �., lQ E 1 y •t � €i ppyy$$ is g$^¢ I8 II & if II ! r Mullion Capaalry (111742) gpQ I8 �LI$y FI � � �� Mu11 Length I 424, 1700 620 170.0 435 170.0 744 17116 470 170.0 888 170.0 505 170.0 992 3700 519 1700 1110 170.0 521 170.0 1240 /_ Gum olio 170.0 521 170.0 1735 170.0 521 1503 1871 1700 571 Id in 1700 700 170.0 624 170.0 65) 170.0 504 170.0 992 170.0 03 170.0 1133 770.0 081 1790 1275 170.0 677 170.0 1417 173.0 880 183.7 1637 170.0 080 140.3 1637 170.9 400 122.8 1637 170.0 530 50.645 h 170.0 747 170.0 563 170.0 403 170.0 311 170.0 1040 170.0 084 170.0 1105 1700 723 170.0 1345 170.0 747 170.0 1444 170.0 770 047.1 1552 170.0 768 14.1 1562 170.0 768 110.4 1552 170.0 738 541n 170.0 707 170.0 812 170.0 958 170.0 001 170.0 1110 170.0 754 170.0 1275 1790 E03 1700 1434 170.0 837 1562 1455 170.0 850 120.3 1455 170.0 861 110.8 1455 170.0 561 97.0 1455 170.0 801 6010 170.0 035 170.0 701 170.0 1053 170.0 797 770.E 1240 170.0 570 157.1 1309 1790 044 130.7 1309 170.0 908 125.7 1309 183.5 994 104.E 1309 157.1 102 69.6 1309 157.1 982 73.6 1300 167.1 082 Din 170.0 033 170.0 745 170.D 1118 170.0 850 1129 1247 170.0 940 142.5 1747 154.5 003 120.7 1247 1520 935 114.0 1247 144.3 952 06.0 1247 118.2 936 114 1247 135.7 035 71 3 1247 135.7 035 86w 170.0 074 170.0 780 170.0 1109 170.0 503 148.4 1190 1e3.7 905 120.0 1'03 147.9 045 1154 1190 135.5 928 10.9 1190 126.4 914 696 1190 119.5 805 742 1190 11a.1 885 04.9 1190 118.1 080 72 In 161.8 1010 160.8 877 134.7 1010 144.6 550 1154 1010 1272 642 101.0 1010 1107 820 80.0 1010 105.E 817 804 1010 DO 037 e7.3 1010 00.8 795 67.7 1010 97.0 700 50.5 1010 87.7 789 781n 137.4 008 143.8 792 114.5 909 1220 771 00.1 903 107.1 701 62..9 970 902 740 753 906 88.2 718 18.7 906 023 754 720 57.3 008 74.7 718 49.1 936 712 710 429 100 70.e 700 7851 127.1 881 132.E 754 106.0 161 1126 733 00.5 881 D8.8 725 79.4 831 66.5 713 70.0 051 01.0 703 835 001 894 53.0 001 80.1 661 45.4 551 34.6 075 30.7 861 63.7 672 0051 827 640 35.4 574 61➢ 648 72.1 664 591 846 82.9 504 51.7 618 55.1 545 41.0 648 504 537 41.4 646 47A 530 34.5 646 41.5 519 74. 046 382 511 25.9 046 36.5 507 06 8 652 500 79.1 508 98 588 59.1 499 497 see 514 401 426 508 458 483 37.9 533 41.4 478 34.1 564 38.1 470 28.4 500 33.4 450 24.3 683 30.5 432 21.3 566 20.7 447 106 n 47.9 440 46.0 405 39.9 449 41.2 309 342 449 35.7 333 28.9 449 31.7 307 20.0 449 298 382 23.8 440 26.1 377 . 200 449 22.7 368 17.1 440 204 361 15.0 449 18 P 358 111 b 44.1 425 45.0 355 36.0 425 37.9 379 31.5 425 328 373 27.6 426 20.1 307 24.5 425 282 382 22.1 475 24.0 355 164 425 20.7 350 15.6 425 10.6 343 1201n 34.9 704 34.6 331 20.1 364 29.8 320 24.9 364 25.6 371 21.0 304 222 317 10.4 304 20.5 313 17.5 364 197 321 144 h 20.2 253 20.4 233 13.5 253 77.1 230 I MDLC IOW Anchor Capacity Table Ps) Anchor Cap Patterns Substrate 2.71 Concrete 3.51 Can. 14o0ox Ca4U F14.d TUU P7Y14od WItl Amex Type 5/16" Ebo Woman 1/4' Eloo 1Mxan 5/1C Coo 111t0ca1 Vie' Ebo Unman 114" Ebo UltwOn 1/4" SS Elot Aoo.Galo- 918" Woo lemon 1/4' 00 Elmo Agoe0abr WO 51041 Saes. 035) 012 541 OGme (05) 012 91en 944 (05) 50401404 05.7 1" 2-1/r 1' 24/7 3-1I8" 1' 2.1/2" 1" 2-1r" r 2-716" r 0.40" 0.54. 0.324' E•b.an.6t 04 13/4" 1-9/4" 1-3/4" 13/4" 7 1-MU' 1.1/4" 1-1/4" 1.1/4" 1-1/4. 144" r 1.91e' 13/8" rafts 2 Anoka 6 5" Nis O.C. i 1232,5 A Ole /240 / (Eb. 17 390 Os 300 bs 450 Ds 090 b 1700 b 2701bs 280 b. 354 16. 74014 ' 374 lb. 72011s 9404 541 8. 44214 580 Its 4 Arenas 3 3 5" Alin 0C. i (2) 225 A1•l. C114I (Fig. $ 760 b. 780 b 700 b. 1570 b. 2525 be 54014 860 b. WA 1120 Its 749 14 800 be 159216. 5121b. 8851bs 11201bs 8 Anchors D 271" Min O.C.1(2)35 A45o Gp. / 45e. 33 112014 112014 950 b. 240 b. 7254 b WA 640 bs WA 1E6914 WA 1320 bs WA 10221ns 1327 Id 1000lbs FIGURE 1: • 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 SHEE r 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) L NEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION ANDMULLIONCLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL RESTRICLONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORV TO ACI 301 SPCCIFICATONS. HOLLOW AND 3ROUT-F6.LED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063T5AN0 BE A MINIMUM OF .125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .1251 THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 010 & 0L12 ANCHORS INTO WOOD MAY BE STEEL, 168 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA ANCHOR (DE..) X `MULLION CAP.,.,,,.,/ ANCHOR CAP.,w 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 CAPACRY TABLE. COPYRIGHT © 2017 PGT iNOUSTRIES. INC. ALL RIGHTS RESERVFO u z 0 J w m H z U d 2 N la yry U -3 0 0 i z H V 02 CO W 2 V) 0 to w 0 Q x 40 kz r- e8 z `1) 0 4n� `1 O 73 K PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17.0630.01 Expiration Dote 05/26/2021 By Miami -Da rod9el Control • • 000 • • • • • • • • • • • • • • • • • • •• •• •• • • • • • •• •••• •• • • • •• •• • •• •• • • • • • • • • • • • • 1.000" -- i 1"X 2' X .125" MULLION 8C83TS ALUM. XSECT!ON 2.000' r 2.000" L 1.000' )+-- .375" •X2 X.375"MULI ION 6063-T6 ALUM. X-SECTION STANDARD CLIP 6063-18 ALUM. XSECTION .125" .376" 1- .375" MIN. 3.125" 5.500" .375" ( MIN. STANDARD CLIP 6083-16 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.0 DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1H8'. .125' .740' I 5.500" OFFSET CLIP 6063-T6 ALUM 7OFVIEW 375' MIN. •'• • . • • /i• • i • i • • f• • •• • • • • • • l 11800" r-• •2J50 • • • • • • • • • •• • .125 • • • . •• • • •• --i i.Abo" f • • •- •• • •• • • • .125' • • •• • • • • • •• 75• • 1' X 2.75' X .375' MJLLION 6063-16 ALUM. XSECTION 740' M--.125' 2.125" U.:LP 606316 ALUM. X-SECTION 338' MIN. • • • UCLIP 8063-T8 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE. MAXAIUM ANCHOR HOLE DAMETER: ANCHOR DIAMETER + 1H8'. 2.750" .125' .650' 1' X 2.75' X .650' MULLION 606318 ALUM, XSECTION 3.125' I-1.000'.-1 .125" .50 1' X 3.125 X .5' MULLION 80 3-T8 ALUM. XSECTION 2X5 ANGLE CLIP 8063-T6 ALUM. XSECTION 5.000' .375" MIN.-- 14- 1" F-1.250"--I 3.188' 1.25 X 3.188" X 285" MULLION 6063-T8 ALUM. XSECTION 2X5 ANGLE CLIP 0063-T6 ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WTTHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR 0 C. DISTANCE. MAXIMUM ANCHOR HO. F DIAMETER: ANCHOR DIAMETER+ 1/18". - -- - Mull Dimension (sheet 4) PGT Pert* Mullion Sid. Clip Offset Clip U-Clip Angle Clip 1" X 2" X.125" (5) 66605 666113M 6661118M 666243M 666511M 1" X2" X.375" (6) 666006 666114M 6661119M 668244M 668512M 1' X 2.75' X.375" (7) 66607 666115M 6661120M 666245M 666513M 1" X2.75' X.650" (B) 66606 686116M 6661121M 666246M 666514M 1" X3.125" X.500' (9) 66637M 6361116M 6661114M 666242M 666515M 1.25" X3.168" X.265'(12) 66641M 0661117M 6661113M 666241M 666516M 1.26" X2.11" X.125"' (18) 69370 N/A N/A MIA 668517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9, 128 18 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS & ANCHOR 0.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A F-1.265•-1 2.'16" -.900" .125" 125' 1.28' X 2.11' X .125' MULLION 6063T6 ALUM. XSECTION Dimension Value (in) For Mullion: A 1.625 El 2854 1' X2' X.125' Aluminum C 0.895 T„ be Mullion D 0.740 A 1.12E B 2404 1 X2' X.375' Aluminum C 0.635 Tube Mullion D 0.490 A 1.876 El 3.00D 1 X276"' X .375 Aluminum Tube Mullion C 0.757 D 1.118 A 1.312 1-X275"X " B 3.000 .650' C 0.476 Aluminum D 0.838 Tube Mullion A 2000 B 2.637 1 X3.125"X .500' Alum C 0.863 'Ube Mull D 1.137 A 2.825 El 3.262 1.26' X 3.188' X.285" Alum C 0.562 Tube Mull D 1.762 1.28'X2.11'X A 1.813 .121' Alum Tube Mull COPYRIGHT C 2017 PGT INDUSTRIES, INC. ALL RIGHTS RFSFRVF_D 7 w CO 1- a -J D i-- 0 d N O A 1 Z N CO Mo Q Z 2 m0 2 0 cn PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 MIam4� redact Control ``711Y LYNX * r 640.5870E -"0 i6/L A. L d.E. • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •. •• • •• •• •• • • • • • • •• •• • • • • • --I 1.000" I` 4.000" --1 1.000' 4.000" .125' _ m rr125 1 X4 MULLION 8063-T8 ALUM. X-SECTON 3.250' 1.594' .820" 125" ONLY FACTORY 1 1.594"-- MiuEv MOWN fL/ gAl .375" 1" X4" X.375' MULLION 6063•18 ALUM. )(SECTION .100 .100" .100' 3.250' ^i .820 1250' f 1250" 1.25' X 3.25' X.100' MULLION 6005-T5 ALUM. X-SECTION 2.661' 1.26" X 3.26' X .824' MULLION 6005-T5 ALUM. X-SECTION 3.250"45' BAY MULLION 6083-T6 ALUM. XSECTION 1.O6Y1i •• •• •• •• 10 • • • • • •• • • • • . • • • • • • • • • • ••• • 1' X 4' X .375" 7"-MULLION 8063-76 ALUM. xsECTION 1.250" 3.94' • • • • • .125' STANDARD CUP 2.626' 2.000" i 8083-16 ALUM. • • • • • • • • • X-SECTION • • .125' • • • • • • • • • • • •• .100' 024' --1 .820 I- 1.25' X 3.94' X .824' MULLION 800YT5 ALUM. )(SECTION .375' MIN. 2.875" C 5.500' .126' - CUT HERETO 3 125 - *375' DETAIL CREATE F-CLIP, SEE it DETAIL F, SHEET 4 t L> J 1 I r 1 L (I CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHCR HOLE DIAMETER: ANCHOR DAMETER * 1/16', NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15, 19 & 20 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. STANDARD CLIP 6083-T8 ALUM. TOPVIEW OFFSET CLIP 6063.18 ALUM. TOPVIEW 740" 2.126" U-CLIP 6083-76 ALUM. X-SECTION 2X5 ANGLE CLIP 8063-T6 ALUM. XSECTION .125' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR 0 C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER* 1/16'. 1 .375" U-CLIP 8063-T6 ALUM. TOPV1EW TABLE C CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SPE SHEETS 10.17 FOR THE ANCHOR 0.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1716'. 5.000' Dimension Value (In) For Nulilon: F 3.687 1` X4" X 0 1.000 ,125" H 2.680 Aluminum I 3.000 Tufty Mullion F 3.187 1"X4'X G 0.757 .375" H 2.430 AkmkMm I 3.000 Rite & 'T' F 2250 125' X3.25' G 0.750 X.100' H 1.500 Aluminum I 3.250 Tube MWion ABLE D IABLE C CONT. Dimension Value (In) For Mullion: F 1.938 1.26' X 3.25 0 0.500 X.824' H 1.438 Aluminum I 3.250 Tube Mullion F 2.825 1.25' X3.94" G 1.125 X.624- 11 1.500 Alvninum I 3.250 The Mullion F 2.513 30' Bey Mull F 2.875 45' Bay Mull .375" MIN. .375" M(N. 2X5 ANGLE CLIP 6063-TO AWM. TOPVIEW Mull Dimension (sheet •) POT P•rt• Mullion Std. Clip Oth•t Clip U-Clip Angle Clip 1' X4' X.125' (10) 69304 886111M 686112254 688241M 688518M 1' X 4' X.375" (11) 88810 60811254 1368112354 886242,4 888519M 1' X4' 5.375' 7' (11) 66653 68811254 6651123M 688242M 665518M 1.26' X3.2" X.100' (13) 20100720312 6681127M 866112414 6082410M 6865115M ''.25' X3.25' X.624"(14) 20181/20316 0601129M 6681125M 8682411M 8685116M -: .25' 33.04' X.624' (15) 20152 0ee111754 6881125M 660241M 66851754 30 Degree (19) 60649 WA N/A WA 5665110M 46 Noma (20) 86650 NIA N/A WA 6865111M COPYRIGHT 02017 PGT INDUSTRIES, INC. ALL RIGHTS RESERVED FL CERT. OF A m 2 0 z W 0 o- 0 0 0 J 1 3 1�N NN 0 O 1') ID S 1 Z fO 4-5 3 lit PRODUCT REV SED as complying with the Florida Building Coda M0A-No- 17-0630.01 Expiration Data 05/26/2021 By Mlaml •de duet Control 1111111111//r/ ,`". LTryN ` .�l '� •-'' 1,10ENSE •- ��j No.58705 • •.13 STATE D /' � ••:'1ORSOP.••'• ��'. G ''/r,S,'ONAL 1E- �` A. LYNN MILLER, P.E. FL P.E.# 58705 • • ••• • •• •• • • • • • • • • •• •• •• • • •• • ••• • • •• •• • • • • • • • • • •.•• • •• • • • • • • • • • • .•• • Mull Dimension (SWIM61) • POT Part0 Mullion SM. Clip U1Sip Angle Cltp 2" X4' X.25" (16) 66802 666281M 666271M 6565112M 2" X6' X.25" (17) 68604 666262M 666272M 6865113M NOTES: 1) HOLES TO 8E DRILLED IN THE FELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 230' .250' 1--2000" -i 260 6.000" 2' X 6' x .25" MULLION 6083-T6 ALUM X-SECTION .375" MIN. .375' MN. •• • • •• • •• • • • • • • • • • • • • £ • • • I• • • • •'• • • • •. • • • STANDARD CUP 6063-T6ALUM. • • X-SE•I1ON ••• • • • • • • • • • • • • • .125'• • ' •• .375" IMN. �- STANDARD CUP CENTER OF ANCHOR HOLE MUST UE 6063-T6 ALUM MINN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 1617 FOR THE ANCHORO.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • i/16'. 3.500" 5.500" CUT HERETO CREATEF•CI.IP. SEE DETALF, ' SHEET 2123' u CUP 6063-16 ALUM. XSECTION 12T r.375" 3.438" F : == i 3.438" .375' MIN. \ +__- 1 ---____ 4.688' - ----[•'-- 5.4 STANDARD CLIP 6063-T6 ALUM TOP VIEW U-0LS', 506STS ALUM. SED FOR 2' X 4' MULLION, SHEET 16 TOPVIEW CENTER OF ANCHOR HOLE MUST UE WITHIN THE DASHED BOUNDARY. SEE SHEETS 1617 FOR THE ANCHOR O.C. . DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER * 1/1". U•CUP 606346 ALUM USED FOR 2" X 5" MULUON. SHEET 17 TOPVIEW -y 1•�-.125 DC5 ANGLE CUP CENTER OF ANCHOR HOLE MUST LE 606346 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1/16". 2X5 ANGLE CUP 6063•16 ALUM. TOPVIEW 0 O U 0 0) W O 0. J U O 3 N N CD i 1 1 1 rn r rn Io 1 co O E'O Y 3 0 co k0 ZZ� PRODUCT REV SED mo complying with Om Florida Building NOR. No. 17-0630.01 Expiration D• 5/26/2021 ..---- By Illiam Product Control No. 58705 • "S. T "V' ONAL EN‘`‘ A. L`N1b)LR, P.E. FL P.E.S 58705 • • ••• • • • ••• •• •• • • •• • •• .• • • • • • •. •• •. •. • • • • • • • •••• • • •• • • •. •• . •• •. • • . • • • • • • • • ..• EXAMPLE t: SINGLE VER11CAL MUWON NO ANUICS N r-IO—, HEAD 72" MULLION LENGTH SEE FENESTRATION PRODUCTS APPROVAL\ L r SEE DETAILS, SHEETS 2-3 SEE UEIAILS, SHEETS 2-3 NO ANCHORS IN WRIDOW SILL 32. 37 I-MULLWIDTH OPENING WIDTH -- THE SUI1DINOSL185TRATE jS KNOW(I 2U BE WOgp ON ALI, FOUR SIDES THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF 460.0/-60.0 PSF. • • • • 4) INul$LLY UAIN HA" A }' WIDE MULLION 16 SIMTABLE,THE MULLION LENGTH IS 72' AND THE OPENING WIDTH IS 32'+32+1" =FS. RFFFRFNCING SHEET 25. THE COLUMN USING • QECjANrjU LOAQn!I- G E LIED. 1tAN THB)MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4' AND WALL MEET OR EXCEED THE REQUIRED • •ESION 161ER8 OF +60 �0 PSF. IF 1 E TA: E IOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. • • • • • • FROM TABLE 3A SHEET 7, THE 1' X 2.7511e3L5" MULLION (LENGTH - 72', OPENING WIDTH = 70") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-58.3 PSF AND WOULD NOT RE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1' X 2,75" X .650' MULLION (LENGTH = 72', OPENING WIDTH = 70") HAS A DESIGN PRESSURE OF H-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE ipPEININI; AN: MAY 6E USE�•N THI•A PI LICAT�(.yl, NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS. • .• • • • • 2j11 E 48 FMD 141E •4CIICIIt TYPE, •NCHCR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4)#12 ANCHORS AND THE 2X5 ANQ_E IPy 1N1 (4 F12:RC.OR� HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD 6E USED, THE STANDARD CLIP IS EASIER TO INSTALL. • 3) VERIFY THE DEATH PRESSIRE eF t E PCIESTRATION FRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLICN AND THE FENESTRATION PRODUCT BE INSTALLED 14 ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS 70 MULLION. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 727 PSF WRH AN ANCHOR CAPACITY OF 638 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: (60 PSF) X ( 636 LBS \ _ 524.9 LBS (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) 72.7 PSF EXAMPLE 2: MULTIPLE MULLIONS SEE DETAILS, MULL WIDTH-� r- 32LT8 24 37 VER-ICAL IT MULLION L LENGTH OPENING HEIGHT FOR ECRU. I MULLION n'I '-SEE FENESTRATION PRODUCTS APPROVAL SEE . sneersH EErs2-4 r \� SEE DETAILS, SHEETS 2-4 %/ "L'--SEE DETAIL E. SHEET 3 SEE DETAILS, SHEETS 2-3 38•. HOR12 MULL LENGTH MULL LENGTH OPENING WIDTH FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL TIC WINDOW FRAME DEPTH IS 2-318'. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0h55.0 PSF. FOR THE VERTICAL MULLION: 1) INITIALLY ASSUMING IHAI A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1".105" AND THE OPENING' WIDTH IS 36"+36"+1'=73". REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MUUJON TABLES FORA MULLION THAT IS AT I FACT THE WINDOW FRAME DEPTH OF 2-3/8" AND WILL MEET OR EXCEED TI IE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE. EXACT SI2Q USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1"X 2.75' X .375' MULLION (LENGTH = 108', OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLCATION. FROM TABLE 12A, SHEET 16, THE 2' X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF+/-84.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENINGAND MAY BE USED IN THIS APPLICATION, NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"+2 =74". NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. A_TERNATNELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73" DIMENSION (35-12"+35-12"+2"=73"). 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND I HOREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 97' LBS. FOR THE HORIZONTAL MULLIONS' BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X 250" MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER MULUON TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT 15 32"+72"+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .250" MULLION (g) LENGTH = 42", OPENING HEIGHT = 120' HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 126 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH (4) 3/16" ULTRACON ANCHORS AT AN EDGE. DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U-CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USF THE SAME ANCHOR CAPACITY OF 521 L35. TABLE 12B FOR THE U-CLIP SHOWS THE ANSI IOR CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED AND IOR CAPACITY REQUIREMENT OF 521 LBS. THE ANCHOR TYPE IS A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULUON DESIGN PRESSURE IS: +'-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36" HORIZONTAL MUWON ATTACHING TO CMU; +/-170.0 PSF FROM THE 36- HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULUON (INTERSECTION). THE LOWEST DESIGN PRESSURE 15 +1-84,7 PSF AND WOULD APPLY TO AL_ OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS IJSE0 WITH THIS MULL ON SYSTEM.THE LOWER DESIGN PRESSLRE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL. DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. Otz ti 8 OC e. In 8 w LL W CL O TD 9 R A S -0 Z CO I- 0) O 5 8 Q z co O co &'O re en O In °:c PRODUCT REVISED as complying with tho Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By _- NBoml de Product Control \{III II ILA• ` a�NY LVgAN --0 : _ S ATE 44I4I i FS •. ORl0,... ••G42; A. LYNNIIUILLk42, P.E. FL P.E.# 58705 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • • •• ••• •• • • • • • • • • • • • • • ••• • • •• • • ••• EXAMPLES OF RECTANGULAR LB • • • ADIIO: • ♦ ♦ • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • •�-� "v • • • • 1 •/ • ••• — i; -1V-/r7. SH/OH — 341H — J — '1 / _ / /// LOADING OF VERTICAL MLLLION SILL OF WINDOWS NOT ANCHORED j1!!SM.DH � SHNH LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCI IORCD T Tti _ HINGED / DOOR i / / T — SHH/DH H/ r I'•./ L j • SV J ••I• •• • • •• • • • • • ••• •• LOADING OF VERTICAL MULLION WITH INTERSECTING HCRIZONTAL MULLIONS LOADING OF tIOR ZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR 15 NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: ••1 I I PW // 'OZ/ SGO ./ / // _ _ LOADING OF HORIZONTAL MULLION LOADING OF (2) HORIZONTAL MULLIONS 1 PW 4 4,41' II) / /// 'l CO HINGED DOOR 1 — PW I \1 1 / SGD LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT BE DETERMINED. USE RECTANGULAR LOADING. PGT INDUSTRIES, INC. ALL RI COPYRIGHT © 2017 co co A fi wZ co yyco 8' r iwo Y m0 N 0 PRODUCT REVISED MS complying with the Florida BuDding Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 e Product Min Control �L.uul 4/ �.,sa01.1Y LYNN 7L.ICEN4 • /�! 3) SEE PRODUCTS' APPROVAL FOR * : NO. 58705 ACTUAL ANCHOR LOCATIONS. _ . 4 17- TA S�ONAL EN•NN A. ltvrm rtlhAE'f�, P.E. FL P.E.# 68705 6/19/2018 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • --___—_• • ••• • • • • ••• • •• Miami Dade NOA e MARK B • • • • • • • • • • • • Mull Length Unit 1 Dimension Unit 2 Dimension Combined Unk Dim•nsion 09.500 48.000 • $5.750 •• • • • • • •e• • • • • • • 133.750 r• • • Reduced DP Required? 47A Reduced Anchor Capacity Required (Ibs) 1245 Mullions MD 17-0630.01 Rectangular Loading t 47.4 1245 • • • • • • • • • • • • • • • • • • • MU Il is • • • • • • • • • • • • Design Pressure (Ibsl) ff2 Anchor Capacity Required (Ibs) 101 ••• 1��1c.1�9Alum. Tube Mullion --• • • 11(€ x Alum. Tube Mullion 0 0 0 0 .37i —0 •• • • Tube 0 0 •1 xe2.75 x .371Alum. Mullion 0 • • 1 x •• 2.7•� x .6�0 Alum. Tube Mullion 0 0 7 1" x 3.125" x .500" Alum Tube Mull 13.6 357 D 1 x 4 x .125 Alum. Tube Mullion 14.4 377 D 1 x 4 x .375 Alum. Tube Mullion & "T" Mullion 22.3 586 .J 1.25" x 3.188" x .265" Alum Tube Mull 0 0 D 1.25" x 3.25" x .100" Alum Tube Mull 0 0 D 1.25" x 3.25" x .624" Alum Tube Mull 17.8 466 D 1.25" x 3.94" x .624" Alum Tube Mull 29.4 771 D 2 x 4 x .25 Alum. Tube Mullion 37 971 4 2 x 6 x .25 Alum. Tube Mullion 105.9 2781 D 1.26" x 2.11" x .125" Alum Tube Mull 0 0 D 3.25" 30 DEG. AL BAY MULL 14.9 391 D 3.25" 45 DEG. AL BAY MULL 17.1 449 13 Mullion Calculator 2 x 6 x .25 Alum. Tube Mullion 2.7k Concrete i 3.5k Conc. Hollow CMU Filled CMU PT Wood ' Metal Anchor Type: 3/16" Elco Ultracon i 1/4" Elco Ultracon ' 5/16" Elco Ultracon 3/16" Elco Ultracon 1/4" Elco Ultracon 1/4" SS Elco AggreGator 5/16" Elco Ultracon 1/4" SS Elco AggreGator #10 Steel Screw (G5) #12 Steel Screw (G5) I#12 Steel I Screw (G5) Edge Distance (In): 1" 2-1/2" 1" 2-1/2" 3-1/8" 1" 2-1/2" 1" 2-1/2" 2" 3-1/8" 2" 0.48" 0.54" 0.324" Embedment (in): 1-3/4" 1-3/4" 1-3/4" 11-3/4" It 2" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 2" 1-3/8" 1-3/8" (seenote4) 2 Ancorte 4.75" Min. O.C. / Standard or Offset CI'(,(Figj&2 : — — -- ` - 1644 Ibs --- --- — ---- -- -- ---- ---- l 4 Anchors Q 4.68" Min. O.C. / Standard (or Offset) Clip (Fig. 3): — — -- 1780 Ib' 3232 Ibs --- — 1480 Ibs -- 1272 Ibs 1892 Ibs --- 8 Anc) orss 1. ' n. O. . Stan ar or set) p ( g. 4): — 1400 Ibs -- 2595 Ibs N/A N/A --- N/A --- N/A N/A N/A 1363 Ibs 1770 Ibs 2240 Ibs- 4 Anchors @ 3" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 5): — — -- 1560 Ibs 1896 Ibs --- --- N/A ---- -- -- 1892 Ibs ---- --- 8 Anchors @ 3" Mln. O.C. / (2) 2x5 Angle Clips / (Fig. 6): 1560 Ibs 1560 Ibs 1360 Ibs 3120 Ibs 3792 Ibs --- --- NIA 1520 Ibs 1496 Ibs 1760 Ibs 3784 Ibs 1363 Ibs 1770 Ibs 2240 Ibs 12 Anchors @ 1.5" Min. O.C. / (2) 2x5 Angle Clips / (Fig. 7): 1660 Ibs 2100 Ibs 1440 Ibs 3780 Ibs N/A N/A 1320 Ibs N/A 1500 Ibs N/A N/A N/A 2045 Ibs 2654 Ibs 3360 Ibs 4 Anchors @ 1.34" Min. O.C. / U-Clip, into .125" Alum. (Fig. 8): N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1430 Ibs 8 Anchors @ 0.64" Min. O.C. / U-Clip, into .125" Alum. (Fig. 9): N/A N/A N/A N/A N/A N/A N/A NIA N/A N/A N/A N/A N/A N/A 2861 Ibs 2 Anchors @ 4.68" Min. O.C./ F-CIIp (Fig. 10): — — -- ---- 1616 Ibs --- --- — ---- -- ---- --- -- --- 4 Anchors @ 1.71" Min. O.C./ F-CIIp (Fig. 11): — -- -- 1298 Ibs N/A N/A --- N/A ---- N/A N/A N/A --- -- --- Indicates Clip Option does not Meet the Anchor Capacity Required or Reduced Anchor Capacity Required. If this anchorage method is required you must either Reduce the design pressure required or select another mull option with a lower DP. http: //www.pgtin dustries.com/s ites/default/files/mul l ioncalcul ator/calculator.htm 1/1