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WS-19-804Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit No.: W$4W19-W4 Permit Type: Onclows/5hut'ters P61assification: Window/Door Replacement Permit status: Approved Issue Date:05/13/2019 Expiration: 11/11/2019 Parcel Number 1420 NE 105TH ST D12, Miami Shores, FL 33138 1122300530480 Contacts 1AMES STOBS Owner 9020 NE 8 AVE #31), MIAMI SHORES, FL 331383281 BNT SERVICES INC Contractor THOMAS ZESCHKE Business: 9542330126 Description: REPLACING 7 WINDOWS AND 1 DOOR ALL IMPACT Valuation: $ 13,710.00 Ins Requests: Inspection 762 45R Total 5q Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $8.40 DBPR Fee $2.70 DCA Fee $2.00 Education Surcharge $2.80 Scanning Fee $9.00 Technology Fee $4.50 Windows/Shutters Fee $130.00 Total: $209.40 Payments Date Paid Amt Paid Total Fees $209.40 Check # 5368 04/12/2019 $50.00 Check # 5728 05/13/2019 $159.40 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the forego formation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I utho ' e the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / ` Contractor / Agent Date May 13, 2019 Page 2 of 2 Miami Shores Village � BuildingDepartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BUILDING PERMIT APPLICATION RELl- -C INSPECTION LINE PHONE NUMBER: (305) 762-4949 (0 h APR 12 2019 `h FBC 2y0��R � Master Permit No. W S_ lJ`�'� — 1 G eDf{ vf Sub Permit No. QBUILDING ELECTRIC D ROOFING 7 REVISION D EXTENSION RENEWAL PLUMBING MECHANICAL 7PUBLICWORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1420 NE 105 ST #D12 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2230-053-0480 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): JAMES ROBERT STOBS Phone#: 305-751-1692 Address: 580 N E 92 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: BNT SERVICES Phone#: 954-233-0126 Address: 5302 NW 64 WAY City: CORAL SPRINGS State: FL Zip: 33067 Qualifier Name: THOMAS ZESCHKE Phone#: State Certification or Registration #: SCC131151154 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 13,710.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ■❑ Repair/Replace ❑ Demolition Description of Work: REPLACING 7 WINDOWS AND 1 DOOR ALL IMPACT Specify color of color thru tile: Submittal Fee $ Permit Fee $ �v ' CCF $_ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ CO/CC $ Notary $ Double Fee $ Bond TOTAL FEE NOW DUE $' J (Revised02/24/2014) • Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (, 1 Signature M I/ OWNER or AGENT The foregoing instrument was acknowledged before me this 28 day of MARCH 20 19 by JAMES ROBERT STOBS who is personally known to CONTRACTOR The foregoing instrument was acknowledged before me this 28 day of MARCH 20 19 by THOMAS ZESCHKE who is personally known to me or who has produced DL as me or who has produced identification and wh ake an oath. identification and who di NOTARY P LIC• NOTA IC «R�p' •, JOHN D. DEMARCO Commission # GG 223041 Sign: "' 2022 Sign: M on uu roy sin Insurance 7 9 Print: Print: Seal: Se . as an oath. JOHN D. DEMARCO Commission # GG 223041 Thru Tr'ov Nia Insurance 800-385-7019 41,41c, APPROVED BY Plans Examiner Zoning 4; Structural Review Clerk (Revised02/24/2014) 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 (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name 4/12/2019 Detail by Entity Name D ..,,izorj ... CorPurATIOWS rg �� t Department of State / Division of Corporations / Search Records / Detail By Docurnent Number / Detail by Entity Name Florida Not For Profit Corporation HARBOUR CLUB VILLAS CONDOMINIUM CORPORATION, INC. Filing Information Document Number 716710 FEI/EIN Number 59-1388694 Date Filed 06/10/1969 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 12/06/2013 Principal Address 1530 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Changed: 03/13/2012 Mailing Address 1420 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Changed: 03/13/2012 Reaistered Aaent Name & Address ROBERT STOBS 1530 NORTHEAST 105TH STREET MIAMI SHORES, FL 33138 Name Changed: 12/06/2013 Address Changed: 12/06/2013 Officer/Director Detail Name & Address Title D/T KIEFER, RON 1442 NE 105TH STREET MIAMI SHORES, FL 33138 I Taal_ —Im http://search.sunbiz.org/Inquiry/CorporabonSearcIVSearchResultDetaiI?i nquirytype=EntityName&directionType=lnibal&searchNameOrder=HARBOU RCLU BV... 1/3 4/12/2019 Property Search APPI ication - M iam i- Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2230-053-0480 Property Address: 1420 NE 105 ST UNIT: D12 Miami Shores, FL 33138-2114 Owner JAMES ROBERT STOBS II TRS Mailing Address 580 NE 92 STREET MIAMI SHORES, FL 33138 USA PA Primary Zone 4900 MULTI -FAMILY - CONDOMINUM Primary Land Use 0407 RESIDENTIAL - TOTAL VALUE : CONDOMINIUM - RESIDENTIAL Beds / Baths / Half 2/2/1 Floors 0 Living Units 0 Actual Area Sq.Ft Living Area 1,728 Sq.Ft Adjusted Area 1,728 Sq.Ft Lot Size 0 Sq.Ft Year Built 1971 Assessment Information Year 2018 2017 2016 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $335,073 $376,486 $336,148 Assessed Value $176,257 $172,632 $169,082 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $158,816 $203,854 $167,066 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,0001 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description HARBOUR CLUB VILLAS CONDO TOWNHOUSE D-12 UNDIV 1/79TH INT IN COMMON ELEMENTS CLERKS FILES 69R143006 & 70R100201 Generated On : 4/12/2019 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $126,257 $122,632 $119,082 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $151,257 $147,632 $144,082 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $126,257 $122,632 $119,082 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $126,257 $122,632 $119,082 Sales Information Previous Price O Book- Qualification Description Sale Page e 11/05/2010 $100 27496-1104 Corrective, tax or QCD; min consideration 09/01/2000 $127,000 19295-2592 1 Sales which are qualified 12/01/1978 $92,500 10258 1125 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version a r o u. clubr-v1 as condominiums 1530 N.E. 1051h Street, NMami Shores, Fiorlda 33138 • Phone 893.8178 March 28, 2019 Miami Shores Building & Zoning Miami Shores, Florida 33138 At the March 191h Board meeting Harbour Club Villas approved Robert Stobs request to install impact resistant windows and sliding glass door at 1420 NE 105th Street, Miami Shores, Fl. 33138. �"(� r 'Mo Bob Stobs President, Harbour Club Villas #BNT IMPACT WINDOWS & DOORS BNT Impact Windows and Doors / SCC 131151154 1313 NW 65th Place 1 - Ft. Lauderdale, FL 33309 - Phone: (954) 233-0126 Bob Stobs Phone: 305-751-1692 Cell: 786-236-0370 1420 NE 105 St unit D12 Miami Shores, FL 33138 Job Address: 1420 NE 105 St Miami Shores, FL Print -date: 3-27-2019 Below is the proposal and price breakdown and attached to this proposal is the material list and brochure for your new windows and doors. Thank You For The Opportunity To Earn Your Business! Attached Files: LAW Code Description Price MATERIALS AS PER All Bronze PGT 770 Series Aluminum Frames With Clear Impact $10,210.00 ATTACHED LIST (All applicable Resistant glass Per Quote # 5553543 taxes included) INSTALLATION OF Products Quantity $3,350.00 SH7700A 7 HR7710A 1 SGD770 1 (OXXO) AR7720A 2 PERMIT $650.00 DISCOUNT $500 off Material $-500.00 Total Price: $13,710.00 BNT Services Impact Windows and Doors are committed to serve our customers. Protecting your home with impact windows and doors will give you and your family peace of mind. We have over 1,000 satisfied customers and over 25 years experience in the industry. BNT Services has an A+ rating with the Better Business Bureau. Robert Pollack BNT Services Inc. robert(a-_)bntserve.com Direct: 954-559-7243 "BEST OF THE BEST BNT SERVICES STORY (Video) https://youtu. bef7Dcd N SOd 10s https://youtu.be/wmb90ksM6TE https://youtu.be/ gBAaPaE3C0 Scope of Work: Remove old windows and/or doors. Clean and inspect openings. Install new product. Installation of Elco approved tapcons as per code. Caulk and seal inside and outside of openings. Clean up all debris and remove from site. Terms and Conditions - BNT Services will service manufacturer's defects, however defects and services schedule will NOT be cause for holding final payment. - BNT Services is not responsible for manufacture's delays or back orders. - BNT Services prices are only good for 60 days of the date of the proposal INCLUDES: Removal and disposal of existing windows, exterior weatherproofing, replacement of any stucco and/or drywall, sills, tiles etc. that may be damaged during installation. 2 year labor warranty for all work performed by BNT Services. Does not include: Re -installation of any alarm contacts, painting interior or exterior or re -installation of existing blinds or window coverings Payment Schedule: 40% Deposit (Needed to order product and start the permitting process) 40% To be collected during the 1st day of installation 20% due when Final Inspection has passed PACE Financing / Greensky Financing PACE Signature Required on Settlement Statement Upon Installation / GREENSKY signature required prior at the time of acceptance. Payment will not be held up due to minor service or manufacturer defects. Acceptance of Proposal - The above prices, attached specifications, terms and conditions are satisfactory and are hereby accepted. BNT Services is authorized to do the work as specified. Payments will be made as indicated above. Any alteration or deviation from the above specifications involving extra cost will be executed only upon written orders and will become an extra charge over and above the estimate. Contract can not be canceled for any reason nor is deposit refundable once material is ordered. Our workers are fully covered by Worker's Compensation Insurance. I acknowledge that I have read, understood, and agree to all the above terms and conditions. I confirm that my action here represents my electronic signature and is binding. Signature Approved by: V1 Robert Pollack Date: 3-27-2019 5:03 PM y • . 46 JAMES ROBERT 5T055 1420 NE 105 5T -UNIT 012 G. Sliding Glass Door 142" x 115" 46.7/-60 NOA 17-0420.12 A. Single Hung Window 36.75" x 38" 65/-80 NOA 18-0430.0 f-� 'E�mIT #. 5. Horizontal Roller Window 73.75" x 25.75" 65/-65 NOA 18-0627.01 j ViamlShcr^sVillc DRBY DATEAP.ZONIN��,. BI DG 1 / SUBJECT 1.0 CCh!PLIANCE WI rH ALL F UERAL STATE ANO �. UJI` ,Y r1LL S AND RFUUVaTIO^IS EE. Single Hung Window 53" x 50.25" 65/-80 NOA 18-0430.06 (1) 1 x 2.75 x 50" Tube Mullion 170/-170 NOA 17-0b30.01 W-CEIVED APR 12 2019 DD. Single Hung Window 3b.75" x 25.75" 65/-80 NOA 18-0430.06 GC,. Single Hung Window 36.75" x 25.15" 65/-80 NOA 18-0430.06 AA-AA1 1313-13131 AA. Single Hung 55. Single Hung Window Window 36.75' x 38.375" 36.75' x 35.375" b5/-80 65/-80 NOA 18-0430.06 NOA 18-0430.06 W. Picture Window 551. Picture Window 3b.75" x 18.375" 36.75" x 15.375" 80/-80 80/-80 NOA 18-0430.05 NOA 18-0430.05 (1) 1 x 2.75 x 36.75 (1) 1 x 2.75 x 3b.75 Tube Mullions • • • T19b eMullion • • 1701-170 • • i1170417d • • • NOA 17-0635.pl i VA:17:O6:S.Q1 • � .. ... ... ... . • • •• •• 000 • •• •• 01/09/2018 - 12:22pm inteml Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART C 61h�EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY - 170 MPH MRH <- 60' ASD DESIGN PRESSURES FOR COMPONENTS AND CLADDING - INTERIOR ZONE PRESSURES Mean DESIGN PRESSURES (PSF) - Z E 4 Roof Area of Opening (Sq F Height 10 20 30 401 5. -46.4 44.4 43.3 42. ._' 0-loft I i +42.7 +40.8 +39.7 +38. 3 _ . -49.8 -47.7 46.5 -45.6 - 15 ft +45.9 +43.8 +42.6 +41.7 +41.1 -52.3 -50.1 -48.9 -48.0 -47.3 20 ft +48.2 +46.1 +44.8 +43.9 +43.2 -54.8 -52.5 -51.1 -50.2 -49.5 26 ft +50.5 +48.2 +46.9 +45.9 +45.2 -56.1 -53.8 -52.4 -51.5 -50.7 30 ft +51.7 +49.4 +48.1 +47.1 +46.3 -57.9 -55.5 -54.1 -53.1 -52.4 36 ft +53.4 +51.0 +49.6 +48.6 +47.8 -59.0 -56.6 -55.1 -54.1 -53.3 40 ft +54.4 +51.9 +50.5 +49.5 +48.7 -60.2 -57.7 -56.3 -55.2 -54.4 45 ft +55.5 +53.0 +51.6 +50.5 +49.7 -61.3 -58.8 -57.3 -56.3 -55.4 50 ft +56.6 +54.0 +52.5 +51.5 +50.6 -62.4 -59.8 -58.3 -57.2 -56.4 55 ft +57.5 +54.9 +53.4 +52.3 +51.5 -63.3 -60.7 -59.2 -58. - =54: 60 ft +58.4 +55.7 +54.2 +53. I EXTERIOR ZONE*PRESSURES loft 15ft 20 ft 26 ft 30 ft 36 ft 40 ft 45 ft 50 ft 55 ft INTERIOR ZONE(4), EXTERIOR ZUN'1�5�; F_M a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MErFT ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN a a ROOF HEIGHT 5 ® 5 a � a � oc DESIGN PRESSURES Area of Openir 10 20 30 -57.2 -53.4 -51.1 +42.7 +40.8 +39.7 -61.4 -57.3 -54.9 +45.9 +43.8 +42.6 -64.6 -60.2 -57.7 +48.2 +46.1 +44.8 -67.6 -63.0 -60.4 +50.5 +48.2 +46.9 -69.3 -64.6 -61.9 +51.7 +49.4 +48.1 -71.5 -66.7 -63.9 +53.4 +51.0 +49.6 -72.8 -67.9 -65.1 +54.4 +51.9 +50.5 -74.3 -69.3 -66.4 +55.5 +53.0 +51.6 -75.7 -70.6 -67.6 +56.6 +54.0 +52.5 -77.0 -71.8 -68.8 +57.5 +54.9 +53.4 -78.2 -72.9 -69.8 +58.4 +55.7 +54.2 T EXPLAINED `PEAK ROOF / HEIGHT EAVE ROOF- - •HiElC,jiTi • ••�4- - ZOJ1 E 5 40 1 50 -49.5 -48.3 +38.9 +38.3 -53.2 -51.8 +41.7 +41.1 -55.9 -54.5 +43.9 +43.2 -58.5 -57.0 +45.9 +45.2 -60.0 .58.5 -64.3 =62.11 +50.5 +49.7 -65.5 -63.9 +51.5 +50.6 -66.6 -65.0 +52.3 +51.5 -67.6 -66.0 +53.1 +52.3 LEAST HORIZONTAL DIMENSION MEANROOF \ �-� HEIGHT Fl Fv ATION m ISOMETRIC a a ..•., o REMARKS DRWN CHKD DAYS [I Z INIT ISSUE GSS TSB 03/0 1 V G.'REV -ADJUSTED HEIGHTS GSS TSB 04/09/IQ �4 ? REV 2014 FBC DGM TSB 06/10/15 2 UPDATES, 2017 FBC FLB FLB 12/17 m Z • • O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT mWRIITEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT • PERMITTED AND INVALIDATE OUR CERTIFICATION. . • 5 :�4AN 4LEw� • C00LEX CORNERS EXPOSURE ' D' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN MRH =MEAN ROOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: 1. IDENTIFY THE ZONE OF THE _OPENING IOR-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE URE BELOW LEFT OR INFOR 100)1-P VIO D Y THERS. 1.1. ANY QUESTIONABLE OP TO - ONSI D THE MORE CRITICAL (EXTERIOR) ZONE S. a 2�. IDENTIFY THE BUILDING M A VE T FROM THE LOWEST GROUND ELEVATION. IF THE MEAN ROOF HEIGHT CANN T E1 F D,, PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP k F 0 N LE VALUE. 2. VALID FOR ALL ROOF E SLO EE AN ENGINEER FOR REDUCTIONS. CALCULATE THE TRIBUTARY RE N e tl STION AS THE GREATER OF (HEIGHT WIDTH) OR THE SPAN LENGTH (HEIG - - fif'IVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTUOPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER FTRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. S. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ERAL NOTES: TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. /2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. `2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN THE RATED LIMITING WIND VELOCITY ABOVE. ,*,;),THAN FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. S. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 1 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. Rb 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS ED-HERE_IN. 10. THIS SPECIFICATION DOES NOTF A Q OD - CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHQ LS olk-DESIG STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T R ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACTT ANCES. 12. NO CERTIFICATION IS OFFERED- ��EG% HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDit� DD> Ir IAACERTI FICATIONS OR AFFIRMATIONS ARE INTENDED. C:wmwzwvmM_A' 4 TA - mm� , Or- G Z>Gl MrDrm_jn =mO�C3>=x'�1fym T TI m• ➢mLn O 1Awmrr Z-4m�q➢ADIn � En =OZ(A0>m;0-omZ1 m m-000 X-13➢OR°pw n 4_>)-ZO-2nz- ^ � O D D U1DOc mOn.Z.G1r...rr_.2 n DD 1"1 20 OUI4m. M-0 DG)M>M D zzmm O IG1zot10m1Fyp-i 0 C Z III r Z m m m O v V E C m O x m O m OTm NmM Zmr Z (n 0 z r TI pQ' rnOVI O �1 O �0 •ERTIQN FLORIDA1BUILDING CODE ENGINEERI EXPRESS®NG ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 • : •; •M;,STER PLAN SHEET P• (954) 354-0660 F• (954) 354-0443 • •• •• ••• -Akt 7-10 CERT OF AUTH #%85 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM m oo 0Ej D p O THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, Q AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT mWRIITEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT • PERMITTED AND INVALIDATE OUR CERTIFICATION. . • 5 :�4AN 4LEw� • C00LEX CORNERS EXPOSURE ' D' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN MRH =MEAN ROOF HEIGHT (SEE BELOW) INSTRUCTIONS FOR TABLE USE: 1. IDENTIFY THE ZONE OF THE _OPENING IOR-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE URE BELOW LEFT OR INFOR 100)1-P VIO D Y THERS. 1.1. ANY QUESTIONABLE OP TO - ONSI D THE MORE CRITICAL (EXTERIOR) ZONE S. a 2�. IDENTIFY THE BUILDING M A VE T FROM THE LOWEST GROUND ELEVATION. IF THE MEAN ROOF HEIGHT CANN T E1 F D,, PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP k F 0 N LE VALUE. 2. VALID FOR ALL ROOF E SLO EE AN ENGINEER FOR REDUCTIONS. CALCULATE THE TRIBUTARY RE N e tl STION AS THE GREATER OF (HEIGHT WIDTH) OR THE SPAN LENGTH (HEIG - - fif'IVE WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTUOPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER FTRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. S. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ERAL NOTES: TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. /2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. `2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN THE RATED LIMITING WIND VELOCITY ABOVE. ,*,;),THAN FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. S. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 1 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. Rb 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS ED-HERE_IN. 10. THIS SPECIFICATION DOES NOTF A Q OD - CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHQ LS olk-DESIG STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T R ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACTT ANCES. 12. NO CERTIFICATION IS OFFERED- ��EG% HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDit� DD> Ir IAACERTI FICATIONS OR AFFIRMATIONS ARE INTENDED. C:wmwzwvmM_A' 4 TA - mm� , Or- G Z>Gl MrDrm_jn =mO�C3>=x'�1fym T TI m• ➢mLn O 1Awmrr Z-4m�q➢ADIn � En =OZ(A0>m;0-omZ1 m m-000 X-13➢OR°pw n 4_>)-ZO-2nz- ^ � O D D U1DOc mOn.Z.G1r...rr_.2 n DD 1"1 20 OUI4m. M-0 DG)M>M D zzmm O IG1zot10m1Fyp-i 0 C Z III r Z m m m O v V E C m O x m O m OTm NmM Zmr Z (n 0 z r TI pQ' rnOVI O �1 O �0 •ERTIQN FLORIDA1BUILDING CODE ENGINEERI EXPRESS®NG ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, SUITE 106 DEERFIELD BEACH, FL 33442 • : •; •M;,STER PLAN SHEET P• (954) 354-0660 F• (954) 354-0443 • •• •• ••• -Akt 7-10 CERT OF AUTH #%85 E: HELLO@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM m oo 0Ej D p *-pn m D N s °000 O$ oz cc44m z {_ y � � l A O O O O in v 1 Z 00 m � M IAM I DADEIM MIAMI-DARE COUNTY RMW PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion -- L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent Iabel 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 pager li-band F-2, Is OCI1 as approval document mentioned above. • • • •. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. • • • • • • • • • MIAMI-DAI COUNTY .. ... ... ... . . .. . . . ... . . :. [ 0%N6. 17pr0;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. I0-0819. 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 I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5' Edition (2014) and with FBC 6tb Edition (2017), prepared by manufacturer, 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. .. ..... . . . .. .. 4j—ge M,Piasgncia, P.E. ;. Pr uct CgdtrotUnit jyge vigor 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-51b Edition (2014) and FBC-61 Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, F.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. .. ... . . . • • .. .. Jo -rip v� riasercia, PEE. ;.Per tCogfrol 11nit Sopfrosjr : • • : N0,j L d• 1941639' 4t • ExpiratiodDati: 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 CPENING WIDTH FOR VERTIOAL MULL MULLIONS / -� SEE DETAILS A•D,G,H; 9ME5T32h 7 \ SEE DETAILS A THRU (3, SHEETS 24 I _- I VERT. III ` \\\ MULL LENGTH I III jSEE DETAILS HORIZONTAL MULL LENGTH A-D,G,H; SHEETS 24 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITIONTOANY ANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES ro BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS ARCHES T INSIDE HAb'E BEEN TESTED AS "FREE-FLOATING- AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL IF NOT HAVE A GAP OF MORE THAN 1/4• FROM THE CLIP. SHAPE 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN. V180, THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.5 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND \ \ SEE CETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SKEET 24. FOR MULTIPLE UNITS, CONSIDER L A THRU G; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE. LOWEST OP DESIGN / SHEETS PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY, OPENING HEIGHT G) WHEN F:NDINO YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUNDUP TO'I'HE NEXT SIZE SHOWN ON THE TABLE(S). FOR HORIZONTAL Y OTHERS SEE DETAILE, NULL 71 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS B, - St�Er a 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. FENESTRATION 8) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE-GATOR NOA'S PRODUCTS MAY -eE OF ANY TYPE. 91 MULLIONS AND CUPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST BE CODE, AND ARE APPROVED FOR IMPACT AND NOWIMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH MANUFACTURED PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. BY PGT. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UN ITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDFO THAT THE SPAN AND OPENING WIDTRIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA MULL r—OPENING WIDTH I--HORIZ.MULL LENGTH — LENGTH I— / OPENING y P • • HEIGHT 1 '`�' •yI.• • y y HORIZFOR ore NK E L • A • J • MULL / �' ` ENG / MULL • • • � L�GTH d 1 • • JI( • • • SINGLEMULUON • SINGLE MdLdL�,••• FOR VERTICALDTH MULL • • • • • • • • • • • DPENING WIDTH • • • • • FOR VERTICAL MULL • • • a • • • *a***: MULTIPLE MULLIONS f-) SEE CORRESPONDING DETAILS •`•_• PROM FIGURE 1 ABOVE • 0000 "P FLORIDA BUILDING CODE (FBC), 6TH EDITION •201R FLORIDA BUINDING CODE (FB%gW it fOWN • II/AF&PA NOS•2015 FOR WOOD CONSITRUCTION •-All7MWUM DESIGIt "SAL, ADM-1016 • • • • •AISI 5100-12 • • • • • • • •AISC 360-10 a 000 INSTRUCTIONS: 1) DETERMINETHE 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'. GENERAL NOTES ................. - 1 INSTRUCTIONS .................. .___.. I ELEVATIONS ..... ............... _....... ...... 1 MULL TO 2X WOOD ........................ 2 milt ' it1. TD 1 X & MASONRY .............. 2 INSTALLATION NOTES ...._..._.___ 2 MULL TO MASONRY .......... .......... 3 MULL TO STEEL STUD ...... _.......... 3 MULL TO MULL._ ........................._.. 3 ALTERNATATE CLIPS ............ ..... 4 BAY MULL INSTALLATION ..............4 1 X2 X A26 MULL SPECS ............5 1 X 2 X .375 MULL SPECS __........... 6 1 X 2.75 X .375 MULL SPECS .......... 7 1 X 2.75 X .66 MULL SPECS ............ 8 1 X 3.125 X 500 MULL SPECS 1 X 4 X 126 MULL SPECS .......... .._10 1 X 4 X ,375 TUBE MULL SPECS.... 11 1 X 4 X .375 'T MULL SPECS..._... 11 1.25 X 3.188 X 266 MULL SPECS._ 12 125 X 3.25 X .100 MULL SPECS..... 13 1.26 X 325 X.624 MULL SPECS_... 14 1.25 X 3G4 X.624 MULL SPECS AS 2 X 4 X .25 MULL SPECS.. ........ _.... 1S 2 X B X .25 MULL $PEGS ............ 17 126 X 2.11 X. 125 MULL SPECS.... 18 30' X 325 BAY MULL SPECS...._... 19 46' X 325 BAY MULL SPECS_.._._ 20 MULLION & CLIP DIMENSIONS...... 21.23 EXAMPLES 1 & 2................... ...... _.24 LOADING EXAMPLES ...................... 25 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY(LBS/FT9 FROM TABLES to THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENG-H AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION 15 SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBSIFT') FOR THE OPENING 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 W INOLCAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE ML'T TO ATTAIN THE FULL MULLION CAPACITY. 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 IS MET. 7) IF THE MULLION CAPACITY (LMFT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBWFT') 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 B) VERIFY THE DESIGN PRESSURE RATING (LBSIFT`) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY ILBS/FT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR 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. PRODUCT REVISED as eomplyIng with the Florida Bonding Code NOA-No. 17.0630.01 E:piration Date 05/26/2021 Mlam da Product Control 4,•'uCENSF•••' No. 58705 �O� ' ATE O T • • <C/4u� S'•."40RiOP,." .17= /S�OfVAL A. L JIGiJMIIILHR;�.E. FL P.E.# 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) EITHER THE STANDARD OR \ OFFSET MULL CLIP MAY BE INSTALLED BY tl a THIS METHOD, G c EXTERIOR ,°--t,� ULLION EE SHEETS FOR HOLOCATIONS EDGEDISTANCE FORWOO�a2l-!23 SCREWS AX MFOR ALL ALL MULLIONS e4 \ DETAIL B; MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) bl e�ca EXTERIOR _I THE OFFSET CUP IS RECOMMENDED FOR FIN -FRAMED WINDOWS, BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. 1 TYP.ANCHOR YP. ANCHOR PER SUBSTRATE. SUBSTRATE, SEE TABLES 1&18B TABLES 18-168 EDOBIEND DISTANCE _ _ - / 6ZE SEE TABLES 18-t38 EMBEDMENT / BUCKSTRIP AND ATTACF4v1EN- BY OTHERS, y SEE NOTE 1, SHEET 1. SIDE VIEW • • • FRONT VIEW INSTALLATION NOTES; • • • ••••• • 1) ANCHOR EMBtDMENI•f0 BASE OATERIAL 9HALL BE BEYOND WALL DRESSING OR STUCCO. ) QUANTITY OF ANCHORS AND MLtLl�I "I!SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION • ONPY. BECAUSBIT•IE ANCHOR CAPA`ITjY ISWS=D PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE QUlINTIT},ANS LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE • • •CC��Og�2RECT •FUCLOWING SHEETS. PM DETAILIWA" BIAIGR THE STANDARD OR OFFSET CLIP MAYBE USEC. 3) ANCHOR H&VjVg AY BE P.d 0 AHEAD OR FLATHEAD. • • • • •#/'HOOD BUCKS ARE OP•TIONAL, SEEM'AIC C, SHEET 3. • • •••••• OR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED • • • • 60 ULTRACONt* OLEO 114- SAVAG6RWATOR MASONRY ANCHORS. • •••• • •• • • • • ••••• •000 • • EDGE DISTANCE FOR MASONRY ANCHORS _® n 55W�� MULLION,z, TYP. AVCHOR S BUCAADTRIP PER SUBSTRATE, oz ATTACHMENT SEE SEE TABLES 15-138 BY OTHERS. �_. / a 6EE NOTE 1. SHEET I. +d t5 „L% Z mNa MIN 2.7 KSI ' ECGE y CONCRETE CR CMU' ,' I I DISTANCE, UU1I J� SEE SEE TABLES EDGE DISTANCE 1 B.13B F a' FOR MASONRY = O ANCHORS a CC In M SIDE VIEW y\p(" F- O \\� \ EITHERTHE ((JD H- S-ANDARO OR Z D C) d u OFFSETMULL Z v. da CLIP NAY BE W 0Lff INSTALLED BY H- �:�_ n- THIS METHOD, Z 4 e� Yr- TYPANCHOR "_PER SUBSTRATE. SEE TABLES 18-13B BUCKSTRF AND ATTACHMENT BY OTHERS, EMBEDMENT' SEE NOTE L • ... SHEET 1. MIN 2.7 KSI CONCRETE OR Cb1J FRONT VIEW PRODUCT REVISED Bs ith th• Floridamw NOA-Ho. 17-0630.01 Fxpir•tion Data 05126/2021 BY 1{{1111111// M �� • ceNSF :ll- i �• No. 5887��{0(((5rt PQ •� TE OF �I T A. LYNN MIL ER, P.E. FL P.E.# 58705 DETAIL E: • � ^I .12SMIK MULLION TO MULLION DETAIL C: INTERSECTION NOTES: E Y MULLION DIRECTLY ATTACHED TO rvxxLlOn (U-CLIP) $ z a MASONRY STRUCTURE 1) MAY BE INSTALLED IN 'TEE' OR'CROSS" o (STANDARD CLIP SHOWN) \ INTERSECTIONS. \ VARIEs 2) MAY BE INSTALLED HORIZONTALLY jSHOWN) OR VERTICALLY, N ETHER THE I PER SUBSTRATE,L 3) SEE U-CLIP DRAWINGS, SHEETS 21-23 U STANDARD OR �\ \ SEE TABL=S 1B-13B FOR CORRESPONDING MULLION. z M I j OFFSET MULL TOP VIEW ¢ Z W CUP MAY BE \ I I \ EDGE OIS7ANCE —MULLION W � _ INSTALLED BY \ / II I FOR MASONRY VARIES W _ N THIS METHOD \ I V ANCHORS N/2 STEEL SCRE'NS, MULLION GDR PRE -DRILL MULLION AND USE 9M3 of O F m m w W � —MULLION � ♦— Z � EXTERIOR/ d \ THE OFFSET CLIP IS Z Z 1-- m = EDGE DISTANCE e \ RECOMMENDED FOR 4i .SgU FORMASONRY� w FINfRAMED LIN7ERSECTIIXJ ul ' g(� ANCHORS , u '-N.-BUT MAY U-CUP ALSO BE USED FOR ~ S n�Z 8 . OTHER FRAME TYPES. EXTERIOR =N < Z TP. ANCHOR d ? Q O 2 N PER SUBSTRATE, C U .. QO , (C / SEE TABLES 18.138 \ SEE SHEETS 21-23 FOR n � I- ® 40 EEC PER SUBSTRATE, / 7YP. ANCHOR HOLE LOCATIONS Tn cT 8 g y BUCK IF ,I/ SEE TABLES iBA38 FRONT VIEW EDGE " $ LU Q DISTANCE Y Y �./ BOTHERS, SEE TALES Y 3D EMBEDI 1.16Nf a S SHEET 1.1 z 1_ EDGE DISTANCE •-SEE TABLES SIDE VIEWp- MW 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 1SH13B FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED MULLION ATTACHED TO as complying with the Florida STEEL STUD B.Ilding Cods (STANDARD CLIP SHOWN) NOA-No. 17-0630.01 STRUCTURE Expiation Data 05/26/2021 INSTALLATION NOTES 'J TYP. ANCHOR By % 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a `/—PER SUBSTRATE, ® Mlam • Product Control SEE TABLES 1 5-13B 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION r` SEESHEETS ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 21-23 FOR CORRECT OUAJJ%TY 4ND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE LDCAnoLE FOLLOWING 4FEETC. F4R DETAILSA-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. • • •31:CHOR HEAD TYPE MAY BE PA&IHF". HWHEAD OR FLATHEAD. awwoN • • • • • • it IW000 BUC4g AREOtf ZONAL, SEE DETAIL. ,THIS SHEET.EDGE • ,1, • 51 FOR MASONRY PPLICATION9 1 E COUNTY, USE ONLY MIAMLDADE COUNTY APPROVED DISTANCE �N�`at,1Y LYN/y//// pQ p,1yyh�� SEE TABLES •. / • ELC0 ULTRACCN OR ELCO 1/4" S.S. dG��EGRTOR MASONRY ANCHORS. I FOR STEEL s7uos rnlNNERnIAN 18-t38 ` '�� •' • • • • • • • • • • • • • FRONT VIEW tt GAAND COMPLIANT WITH THE PL BUILDING ` Q� •. �,\GEN$F • �� -CODE. A 2X WOOL) BACK- MUST USED. • • • • • ATTACHMENT BY OTHERS. No. 5B705 • • • • • • • • 000000 USE WOOD ANCHOR SPECS • EXTERIOR SIDE VIEW >J = ••••• • •••e NOTES: - • • • • • • • 1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD ;O� TATE F (,�4(/ • • • • • ANCHOR VALUES MAY BE USED. �i C� ''•:�(OF!IDI", • •-G\�� • • 2) SEE CORRESPONDING MULLION TABLES, • • • • • 0000 • ••• • • SHEETS 5-20, FOR QUANTITY OF SCREWS. A � FI5870 • FL P. 5 DETAIL F: DETAILG: DETAIL K F FIELD -MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION < 0 (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) \ SEE DETAILS A-0, 80' OR M' \ SHEETS 2 /wD 3 FOR INSTALLATION f LD / BAY MULL I` '[ T\O SPECIFlC SU68?RATES. MULLNION b U \ O O Z arc W \ W O O L 2 O O O O O O N \\ O O TOP VIEW � / SIDE VIEW LU L) o m SHOWN WITH I'X 4'x.125' I TOP VIEW I Z W MULLION I F j /- TYF.ANCHOR 0 .EXTERIOR/ I i J SEE SUBSTRATE I6B OR 166 Z T / I TYP.AN STR I m b0 STANDARD MULLION CLIP I PER SUBSTRATE, i EXTERIOR Q Z IRED TO FIT U �^ MODFIELD SEE TABLES 1B-14B I CONDITIONS. , I .I %' T 2'X6"ANGLE CLIP, Z z Q p� / 1 1 2 PER MULLION END, MUST BE 1 © I INSTALLED INSIDE OF SAY MULL. OHO MULLION i I I g a \ W a��• I 2'XS•X.126' \\ H LO � co I 1 I ANGLE CLIP, ✓J Z Q \ I 2 PER MULLION END, \\ -'ter_ Q z O O U) MUST BE INSTALLED d m U) \ I INSIDEOFMULL ��I(" .� n O 0 INTO WOOD. STEEL, STANDARD CLP TO BE ALUM, CMU OR MASONRY MODIFIFD INFIELD. EXTERIOR O • EDGE • E ••••• • DISTANCE • • •P"NCHOR • • • • • • • • • • • • • � FOR INSTtRLATISNIOPTIONS i ! • • • • • •11 MAIL IS NOj fJIP�l1C�•LE FOR TT 0k'P0%1.26' X 2.11' X .125" MULLION. ! • 1rj.4 TABLES 18 138 FOR ANCHOR QQAWES AND SHEETS 21-23 FOR HOLE LOCATIONS, THE 2X5 CLIP IS NOT SUITABLE FOR TFIIIIS APPLICATION. �1 \ EXTERIOR It) \ i\ PRODUCT REVISED as eomplylrg with the Florida uiiding Code B HOA-No. 17-0630.01 INTO WOOD, STEEL, UM -..-- Expiraticn Data 5/26/2021 OR MASONRY / EXTERIOR O Fly - �, w Mlaml-Dpdff Product Contra 4T � 2 W LL11117111j _ .__ , �`�,�pN\? N4 �/" •• NOTES FOR INSTALLATION OPTION G & H: Im 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. o Q��,'• �IGEN@F /�� ' 2) DETAIL G SEE TABLES 16-1 AB FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE � * No.58705.1) LOCATIONS. fAaTE21j 3) BE H' SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOL= R ��Q LOCATIONS. G /C)NAL 0 ", a A. L{WNIMIU.iA. P.E. O FL P.E.# 58705 I H6lG 1H Mu18on Ca eci Tem- Opening Width (fcr ledicaly4,Parlring mulliorl5) or Opening Hd¢It(for hw=nLa"PaiM n9Aions) 501. fiU in 70 in Bo it 90 in 100 in 120 n 140 in 160 h 1 x 2X.125 14edmgjiar �^9 T.PTN.V. Lording Pew p * Losdnp Trap/rdang. Loadrg Reotn9uer Loins Trap/Tllang, Lmoinp ReC-en¢Ibr Lowing 7rap/Trhng I.oaft Rectmyfaer LWdn9 Tr�)Tdarg 1.0"M Recan•dw LoWk g Trop7iHorg. Lmdnp Re5lrrtgubv u sni, Tnlprtdan9. Lowing Rertwtyler Lao09 7tep/TI-9. Loadrg R9ctnpller L..ft Tr+pTAe118. Lmd.0 Alum. Tube Mullions - T!ir g d ��TV-11 Z� d I 5gg¢¢§�� r.4.11 [241 421n 111.9 40 129.5 3W 409 118.5 3 55 79g 406 107.8 321 60.0 406 104.4 319 62.1 4D8 /p4.0 319 Wfl 4D$ 319 46.6 400 104.0 39.D 408 104.0 319 36.0 408 104.0 319 46 in 74.0 312 83.t 2H T12 734 252 83.5 312 87.0 248 46.8 312 SU 246 41.6312 61.3 N37.8 712 2U 772 312 81.0 20.t 372 670 2U 23.; 312 87.0 2U 50 B25 in 02 281 70.9 234 281 61.5 228 45.6 261 55.7 224 30.9 281 i2.1 222 355 281 50.1 220 31.9 281 49.3 210 26.0 291 49.3 22.6 281 49.3 219 20.3 291 413 219 641n 52S 247 57.5 207 r-2 247 49.8 202 37.0 247 44.8 199 32.9 247 41.511461�0.4 241 30.4 194 26.3 247 38.4 193 210 247 38.1 193 16.6 247 38.1 193 16.4 247 3&1193 60h 78A 7md1.2 170 200 35.4 1611 27.4 200 31.6 16324.0 200 28.D 270 Z7.7 169 192 200 25.9 157 t80 200 25.0 156 BSh 331 181 35.3 155 181 30.3 152 23.7 181 28.9 149 20,7 f61 24.5 181 22.9 i tU 7G6 181 21.I 143 i 86 in 28.8 168 - 308 142 247 187 261 1>9 208 1M 23.118.D f65 21.6 72In 7L2 339 19.9118 11e78h 1B.9 �121�117 1257sh 174 1 PSt3l.0 I f3 Anchor Capacity Tablefibs) SubeBale: 27k Con M. 3.61, Cant. Fb#- cmu I RIO CMU PT Wood I 511W Ello 11C 55 Eloo 6/18" Eoc 1 W 58 EI4a 610 Steel wx SteelMAnchwType: Patlernt1^ SI1B"Elco Ulbacm V4"Etch UBr .ari UUaem St6•EkoUsmon1N`Elco U6roem ApproGelo7 Utlaacn Appr:Galw9urcW (G5)9cww(OS)Gfi)AnchmC6p a1a" r z-1rz• sue• 1° z-1rz• ,• x-trr r 3-1,re^ r D.4a• o.SL••1-3/4" 1-:414' 1-&4' 1.314• r 1-V4' 1-11V 1-114' 1-T/C 1-1/4• 1-7/P r }9/8• 1318"2 fl*02 MOM 0 4.75" N . O.C. / SWMa l or LIUM L11p (Fq. 1): 3110 bs 390 p. 450 bs BD0 bt IGO b. 2705. 280Ihe 351 IL. 7401be 376641be 61t 341 me 4421M4Anch=@1.WIVIn.0C /S,eMerd (dr OfiaeU CIIO �g.2); 4W b9 700It. WA WA NtA NIA 3W1. WAWAWA WA WA 8920. BBS IDt06C.Id)2a5AgbC6pt/F19.4 7Fa bs 780 M 880Ibs IWO b9 1f68bs 1401ts 5W 11. WA 760 be 74810s 880IM 1862 bs 062 to 885 8.N2 Ahon@OAT Min. O.C. I U-Ap•Into.125'Al-Fig. 4) WA WA WA WA WA WA WA WA WA WAWA N/A s1 Amtw/F-CtpFf5k 1S5 ®s 1951M 2251M U5 IM 822 Ibs 13-IbS 1401Ha 1771- 3740. 1671be 3321bt 47316s i70 We 221 Ibee2 A.M. Q 7. 15• Min. O.CJ FCli3501hs WA WA -_ WA_ - - WA -190 t:9- WA WA NIA WA WA 311 &t 442 kWe NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN ANU AI` UHUM vALUES AS Inc o I ANUARD u-Ir. FIGURE 1: FIGURE 2: FIGURE 3: • ANGLE CLIP MUST BE USED . • 616141RE 4: • FiGl�i - • • •FIGURE 6•. IFNI • • •••• •••• •••••• • • TABLE NOTES ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X (ANOHOR MULLIANCHOR CAP.- `ON CAP.,,p,,,,e, USE THIS FORMULA TO 03TAIN 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 W'LL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, --1 1.000e f-- 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. 2.00T FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 125' CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125' THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT 1' X 2" X.125' MULLION LEAST .125" THICK AND A36- ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW ThREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 1 B•8 S.S. OR 410 S.S. PRODUCT REVISED m complying with the Florida Ouilding NDA-No.e 17-0630.01 Expiration Dint. 05/2612021 By Mla - Pro uc on o 00'. A0AY LYNvk" ceN No. 56705 '. �0• �TtTE •�� "/0NAt E ,55 A. &N( IUWIc, P.E. FL P.E.# 58705 TABLL 2A Mullion Capacky Table ObeIfR3 Opening Width (for wricallysparrdng Mullions) or Opening Height (for harl2lxts"its ldrg mullons) 1121t.375 so Rw guw TraWTdag. Loading LoadBg 60 in RedargUat T2YLiarg. Looting Loading 70in Rectangular Trap/illalg. Loading LOatlrg 80n Rectargula TnpTWan9. LwdIrV Loading 90M RBotagldar Tmp7itarg. Ltrattrg L.Wng 100 in Re<b�gular Tno/Trnro- Loadile Loadtrg .201n Re nadir, TnpTdard. leading Lpa9ri9 UCn Reclalgdar Trap7TfFdr1P Ioatlrg LaedMP 160h Raotan2ular T L adir t9 LOadlrg Lu 71rt2 Alum. Tube Mullion 42n • �piSgFR 170.0 vA... TA 170.0 8 435 P 151.3 t 682 ,b' a `s 170.0 8 g 47D F �� 129.7 _ 8 d� 5R 1700 0� �_} Q 508 F g 9 117.b L' �By$p ad 662 g Z 168.6 9 .. t` 818 = 5 i IM9 F a� 20: 982 a 5� ��d 1689 §8¢ 517 z Fa� gyp$ i@,d 908 I 862 7 188.9 a 517 �� i 71.7 gB d 662 TI& 1889 517 B48 d pdrc¢>� 862 188.9 377 337 BBi 2� 488.9 8 517 48 in 121.8 507 136.0 419 101.4 ."07 1192 410 BCC b07 1067:' 403 76.0 507 IMS 299 67S 507 99.6 397 609 507 89,0 398 60.7 SD7 89.0 395 434 507 59.0 Sal 3&0 507 9a0 7B6 60,525m lw.7 435 114.6 379 55.4 456 so.9 80.9 371 74.1 4W 90.6 W4 64a 456 84.6 151, 57.6 456 81.3 367 31.8 456 a0D 356 431 458 80.0 356 37.0 458 80.0 268 32.4 456 87.0 358 san Cal 400 833 336 J7.2 400 32B 61.0 4M M.T 322 53.4 400 87.3 319 47.5 400 &.D 315 Q7 40D ON3 314 3S0 400 61.8 313 30.5 40C 51.a 313 267 400 61.8 313 W ion 623 324 68,9 276 51.9 324 675 270 445 324 51.2 264 3&9 324 46.0 260 34.6 324 43.8 237 31.1 324 420 266 260 124 40.5 253 221 324 405 253 19.5 324 40.5 753 C 83h 63.8 2w 574 2S2 44.8 294 49-2 245 38.4 294 43.0 241 33a 2M 39.8 237 2A9 254 37.1 234 26.9 284 352 271 224 294 93.5 270 19.2 294 33.4 297 16.8 294 334 230 J ssn a6.8 268 49.8 230 39.0 268 424 225 334 258 -s7.S Y21 29.2 28B 341 218 25.0 2E8 31.6 218 234 285 296 2t2 19.5 268 28.0 210 ib.7 268 27.7 209 148 266 27.7 209 72b 36.0 225 $7.9 195 30.0 225 32.2 191 25.7 225 28.4 183 225 225 26.6 '05 20.0 22i ?3.5 t82 ISO 225 22.1 180 15.0 225 20.3 177 129 T26 19.6 1T9 11.3 223 19.8 178 78n 30.a 202 •320 117 2" m2 27.2 173 21.9 207 23.0 170 1e2 2W 21.5 '87 171 212 19.7 165 15.3 202 184 1. 12a 2@ 18.7 1a0 10.9 202 t68 13B 96 2]2 18.8 758 78 in 28.3 192 2&5 iB8 235 192 251 166 2n2 t92 220 782 1J.J 192 19.7 158 15.7 1CQ 18.1 157 14.2 162 185 155 tt.d 11r2 te2 152 10.7 192 144 i® B.B 192 14.2 16Q 80In /a5 /M tA0 128 15.4 /46 18.1 128 I 8q in 16.2 127 ISO 113 TALL LG Anchor 6ubatram: 2.7k Comte CapackY Table bs 3.5k Caw. Holbw CL4U FDWCMU PT Wood M04 5110' Elw 114' es Eloo VV Eim 1f4' 39 EM 510 Sa9d 4t2 Ste& #12 Bha Anchor Typo: 9/18" Elao Lanwan V4' pne 191raoan N,�n 3118' Elm V81amn fld' Eleo Ulaeoan Ag9naGat. UIv- A9aa0ata Screw I= So-0) S-(G5) Anchor Clip Pat--B 2-17 a• 27? T' 2 L2' 1' 2�1/2" 2" 31/8' 2' 0.4C 0.34' 0.72T Edge OWMrce Qn EmDMman (in 1' I -We 1Y4- tYe 1-314" 2' 1-iM" 1-1/4" 111d' 1-V4' 1-1/d' 1t/4' Y 1Y6° 1-3/8' 1eMa 2 AMwn ®4.75' Mn. O.C. I Blanbvt a that Ulp (Flo. U 390 Ice 36'0 IN 450 in B90 DS 15441Da 270 Da 260IDe ;N 3r1 IDe 740 Id 374 IM 644IDs 946 Un 442 IDe 5601M 4 Anahan 1.15'MIn.O�C./6UIIWaA {a 019a)GID (Fk. 2i 400IW 7W IN WA WA WA WA NIA NA WA WA WA R.A OW Bm IIlm De 4 Archon 0 3" Min. O C. I R) 295 Argk Cilpa / (Fg. 3z 780 IN 7b'O IN ! Da 15501Da 1596 6 5W IW SOU Ibe NIA 780 Aa 748 IDa BAD kra t882 Dm BBS lbs2 Andr0.45'Mh O.C. / lipp, ne .725" Helm (FID. 4y WA WA WA N/A NfA WA WANIA N/A WA WA 7151W 1 Mchor! F421D (FW 5): /99 IDB 186 Un 225 Da 44S wa 9721W 135 Bn 140 gx 1771b8 370 IOa 187 IN 332 Da 473 tM 170 69 221 IDe 280 De 2 Amhan®1.15"Min. O.C./F-CIID lFI9. 9Y. 2401N 3501Da WA N/A WA WA I. WA N/A WA WA WA 3d1 De 4421ta SBO IDe NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PA I 1 tNN AND ANUHUM V1 FIGURE 1: •••• • • • FIGJRE 2 • • • . �• • • • • FIGURE 3: • • •••••• ••••• •• • •• • • : ANG CLIP MUST BED �D IN PAIRS. • • • • FI(iIIRE 4: •••••• • •FKiURF4: • • • FRiURE 6: •••• •••• • • • TMFarT CrlRMl 11 A• (DP ) X ( ANCHOR CAP.,,,� ANCHOR CAP.,r,, `MULLION CAP. e,,,o„)f USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE r!2 S r PRODUCT REVISED ascomp with the Florida Builtling Codi NOA-No. 17 0630.01 Expiration Date 0512612021 TABLE NOTES: 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1 000" I -- SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACF DIMENSIONS, SEE SHEETS 21.23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000° FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. L� 1` ��a••' OCENSF f<< 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE B-OCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED .375" = * : No. 56705 YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL SE6063-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 1' X 2' X .975' MULLION 7 _ _'O '•(iC Q _ l ' ; W LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND INTO WOOD MAY BE STEEL, I " S S. OR 410 S.S. �O�'., SATE F (V \ THE MATERIAL #10 & #12 ANCHORS %�`s'•.'4GRID?`.•' GN A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 3A - Munlon Ca c Tabla IbsM2) Opening vAdth (tor vedicaly-sparering neilicra) or Opening Height (tor IoriznntakliparriV mtIOrls) t x 2.75 x 30 4n Reetanpda hapTrrlerrl0. Loodag Loadn9 80 In Fa�n a Tnidffrlang. 8L -4, L..dng 701n RectangL4a �^r9• Loadng tnadrlg 60In Ibatar4Adar 7tap/N .V L•eadng Loedltg eo In weienguly TneprT4ep. Laaakq Loaning 100 in RaoloryNar TIWTdan9- Leedn9 Loaning 1201n Reatanglda TraPITimg, IasdNg Loaning 140 In Radengder TropRdatp. L.Dadng LOidnaO 100 ht Fectang18a 7ropmhnp. Laadn9 laedng .375 Alum. Tuhe �y c5 8 g cS� B`�d da ti fi m �' fiTag e fi f ag c3$ p$ i u� §� s� 2• _ ��' g de L tl 6 ID e d3 $p�`y� d8 S Tt .- � 5 y" d`3 � �€� . b� fi#� d` P8- 79� ! �� d'ac Tw', I �--ni F!H T-mf�- s? da 2•mullion� dSrc o1i g <z f ¢`d @ dA a d 42ti 170.0 820 170.0 435 170.0 744 170.0 478 1700 868 17o.0 5W 170.0 892 170.0 519 17a0 1114 170.D 621 170.0 1240 1700 621 1417 Mill 170.0 521 127.5 1301 1T0.0 521 111.5 1JOi 17C.0 521 170.0 7M 1T0.0 524 1T0.0 MO 170.0 554 170.0 992 170,0 WO 110.0 1133 170.0 8B1 161.9 1132 170,0 977 138.8 1139 170.0 6Q0 1139 1139 170.0 680 97.8 1138 170.0 680 83A 1139 1700 eQ0 1n 1700 747 170.0 383 170.0 888 170.0 6J1 167.E IOU 170.0 634 146.E 1032 170.0 7a 130.5 I= 170.1) 747 117.4 1= 170.0 756 $7.9 IQ32 170.0 758 a3.9 IOU 170.0 755 73.4 t032 170.0 756 170.0 797 170.0 812 101.3 80T 170.0 69t 1382 907 184T 730 111.9 g07 1525 720 107.$ 907 145.0 714 96.6 907 14L1 710 60.8 907 14D.0 709 09.1 907 140,0 709 60.6 007 140.0 7C9 141-i 735 151A 625 117.8 735 130.3 611 t00.t 735 11&0 599 BA.2 735 1082 S9I1 T64 735 99.5 563 70.9 736 95.7 578 SBA Tay &1A ST4 50.4 7J5 81.6 674.1 735 9fA 576121.9 6M t90.0 570 101.6 689 117.E 657 67.0 688 988 347 78.2 640 90.1 336 67.7 606 63.9 all 9096be 79.6 520 SD.Q A08 75.0 S21 17897.9 p.3 BB8 7a6 621 38.1 888 7561100.0 60T 112.4 S22 $6.3 807 0d1 511 757 007 85.0 Sol 662 607 77.1 493 58.9 601 71,5 485 530607 H7.6 467 41.2 607 B3.4 6W 627 4T4 31.1 807 827 474 ale jn7 610 $5.8 443 68.0 510 73.0 434 SA.3 10 64.3 426 51.051057.0 419 45.4 510 53.3 41S 40.8 510 90.0 406 M0 510 45.9 402 22.2 S10 44.4 39925.5 610 1436B4 399 458 72.5 400 578 456 61.7 392 49.0 4N 54.1 395 0.4 456 46.5 375 95.5 4W 44.6 373 34.7 442 MA 3W 28D 458 37.7 362 24.8 456 36.D 359 21.7 456 33.7 Y`B 642 0111 67.0 301 5J.5 435 5&8 373 45.0 435 49.9 3" 40.1 435 44.7 3M 35.7 435 40.9 365 321 4J5 3a1 351 ffi.0 4� 34.4 344 22.8 435 32.6 J41 2R1 435 322 340 11.6 J77 43,1 i90 J4.8 3D 36.4 295 29.9 327 31.8 2602&1 327 2a3 215 232 327 25.7 271 20.9 327 23.7 268 17432721.0 282 14.910.3 255 34.4 287 35A 25T 2B.7 28/ 29.9 232 24.6 25T 20.0 248 --198 21.5 287 23.1 244 1Q.7 287 211.9 240 1T2 287 12.34.4 287 1&9 242 227 24,7209 202 227 20.Q 201 17.9 227 18.0 1l,t 227 18.0 1% 223 213 22,7 194 16.8 215 18.1 1B1 14.9 215 18.8 18a 120 in 1 17.5 154 1 47.9 1 167 TABLE 3B A or CaPaCItY suimsnaLm 2.7k C rde 3.5k Cora. I Table Ibs Hollow CMU Filled CMU PT Wood wul n 1/4" SS Eko SM6' Elco 1/0 S9 Ebro I"""el 11111te1 812 Steel Amt. type' 3718' EICO Utnl- 1/4• EkojIr 3l18" Ebo utt- 1/4" Eko Ultra: ggpe0el4r USmoon AW.Gebr Salto (G5) 8-- 05i? Sorew M Anchor clip Patterns 1' 2trC T 1• 2-1/2 1" 2-172' T J-118" T 0.48' 0.3a' 0.324" EdOs Dlnance (n} Fmhed-4( 7.3I4• 1-3!4" 1-y4' 1-11r t-Ve 1-174" 1-7/4" i-1/4" I-1/4' W41b4 7 990 Es 11'8• 341 1.Y8' 4421bs bRlS2 650 bs Anehan N C15"MIn. O.G/ Standad n Olset Gip plg. 1): 3901b9 300®e 450 I09 s E 2701hs 280 lb. 3 Ibs 40In 3141oa WO lee 18021bs lb. 1bs 6B21ba 8&Slbs e%IDs 11200H4 11201biAne.0 4Anchors®1.15'hiln O. C.1 SWrldad(ar Met) Clip(Flg. 2): 480IbS 700 Ra NIA MA swi1m; WA NIA 748 r. Anatste b 3• Min. D.C. ! (2) 215 Anpia C41a / Q=1p. 3Y 7e. - 7801u 6B0Ibs s 540 let 5601a1 NIA Ted 1. WA NJA 7t6 EeArRfior 0.45" Mia O.C.I U471p, Id0.123"Allan. (Fp. 4} WA WA NIA NA WA NIA WA WA rvwN!A 473 he 1701W 22116s 280 Os IF-Clp (Fig. 5), 1%fits 195 tM 2251bs 135 Ibs 1401ba 17T Ibs 370.Ibe 1871bs 3321bs WA 190 The WA N/A WA NM WA 341 Ibs 442 ifY SW ba NOTE: FORTHE OFFSET CLIP, USETHE SAME ANL; YAI iC11n Anu Amrivn ALuw. (__.)CIRCLED VALUES ARE USED IN THE EXAMPLEDry SHEeI z4. ••• • FIG RE 1: • *FIGURE 2: •••• FIGURE 3: •• • •• •• • • •• • •• • •••• • MANGLE *UP MUST BG Y:.#4 W PAIRS. F�I��GORE 4: FIGURE 5: • • 0• A&URE 6: • •••• • • 0000 00 AIV(:HVK (:AYAI:I r T Au.tuo -) X r ANCHOR CAP.,,,,,,•,,,\ _ANCHOR CAP.,,,,. `MULLION CAP.,,o -/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CCRRESFONDING 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 CAPAC'TY 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 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULLLENGTHS 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 S41OWN 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 YF.LI.OW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-T5 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 MATERIAi. #10 & 412 ANCHORS INTO WOOD MAY BE STEEL, IM S.S. OR 410 S.S. PRODUCT REVISED •s comptytyl1slg with the Florida building Code NOA-No. 17-0630.01 Expiration Date 05126l2021 by / Miami-�Da,gw Product Control 111111/,, . l� GENNF , �f S • * No.58705 �4 �A�TE ''4, V � ,'7/`rs/�0NA,L A. LA14 kI E\ R, P.E. FL P.E.# 58M I Ai6f Lt NH , Mullion Capacity Table Iba Opening Width (for wrdwi1y-epercirg mUliors) or Opaning Height (for hlor¢.y&Vt-Bparydrg m1AlOrs) s0 in 60 In 70 in 801n 90 In 100 in 12D in 1401n 160 in 1 X 2.7b )[ Reelalgutr Londnp TnpTimg. Loadng Rectan9ula Lowing 7mpfidan0. Isedng Rwt.gd. Lowing Trap/m g. LOsdno Racar�le lowing TleMdelg Loadry Reolengutr Loading limp rde g. Loading PAGU.9i Loading T-PTdarg. Laadng Rae}anglle Lowing 'IMpI'fdrg Loa'din9 F;.Ckv Ogler Loading Trap/fdanp, laadn0 R de1gdar Laedag Trgl/ida19. Losing $60 Alum. Tube - z T-i'mi �� 7 _� 4¢ O a� i- V v �SS� 4� a V �s � .0 V `�$ d�2' a V � �G U y s°a 4f� V �� a aa V =cg G¢ V s� 3� rc� 6¢ V �� E� V � d� T--niii O 42n 170.0 520 17D.0 436 110.0 744 170-0 478 170.0 NIS 170.0 506 170.0 962 170.0 519 170.0 1116 170.0 $21 170.0 1240 170.0 521 1700 1408 170.0 521 168.7 1620 170.0 521 138.8 1820 170.0 521 48 in 170.0 708 170.0 624 170.0 a50 770.0 564 170.0 BB2 1740 830 170.0 1133 IT0.0 3B1 170.0 1275 170.0 $77 170.0 1417 170.0 a86 141.7 1417 170.0 $90 1215 1417 170A 680 106.3 1411 170.0 880 50.825n 170.0 747 170.0 583 170.0 so 17a0 631 170.0 ID48 17a0 664 170.0 1195 170.0 123 16Z0 1186 170.0 747 140.3 1200 170,0 760 121.9 1285 170.0 758 1 .S 1288 17a0 755 91A 12a8 1740 75e 54 in 170.0 797 170.0 612 170.0 95e 170.0 e91 170.0 1110 170.0 754 150.7 1130 170.0 am 133.9 1130 170.0 037 120.8 113C 170.0 Bee 10a5 1110 1710 W MA 1130 170.0 861 7&3 1130 1700 061 00N 1740 885 170.0 701 1165 915 162.3 7e1 125.4 g15 1N.5 7. 109.9 91S 1321 735 97,0 815 123.0 72a 87.8 016 118.5 720 732 915 114.! 715 62.0 B15 11AA 715 54.9 O15 114,4 715 63in 161.8 830 161.9 710 12e.5 1 MG 138.9 69i 103.5 830 1232 681 04.9 a30 1122 870 81.4 e30 10/.8 862 75.9 800 904 858 833 830 94.5 049 51.2 B30 94.1 &B 47.4 830 94.1 848 g H 88In 1321 757 140.0 6W 110,0 757 119.8 SMf37.2 757 105,E 824 825 757 a& 814 734 767 BD.1 808 86.0 767 el.2 60G 65A 757 79.0 593 47.2 757 78.2 391 41.3 757 182 501 72In 1m.7 8� 10e.B 552 a4.8 836 81.0 540 838 00.1 530 E3 838 72.2 521 fi8.5 638 86.5 514 50.9 83e 82.3 508 42A 83B 57.2 500 36.3 6W 5&3 497 3.5 1 97 Tan 88S 571 90A 498 72.1 571 768 40B371 0L4 tlB 5<.t 571 110.0 471 48.0 571 55.5 484 43-2 571 51.8 450 36.0 571 47.0 451 30.9 571 44.8 N7 27.0 671 44.5 446 76 In 80.0 542 53.4 474 65.1 542 7ae 405 W 62.1 458 60.0 642 5&7 440 N.4 542 51.0 N2 40.0 542 475 437 33] 512 47.8 429 i8.8 542 4a6 4ri 23.0 $42 40.1 423 Bon sZ1 407 53.7 301 43.4 407 454 955 407 SAG 3/9 32.6 336.3 34 228.9 407 3Z1 3M 260 407 22.5 334 21.7 407 28.1 327 16.0 107 24.1 922 16.3 407 23,0 310 BB In 42.9 35a 44.1 320 35,a 350 37.2 314 353 32.4 300 2a.8 3S8 2BA 304 23.8 358 25.1 300 21.5 355 24,0 295 17A 3W 21,0 2M 15.3 3u'8792 204 108n 30.1 2&1 30.0 255 15.1 2B3 2&9 251 283 22.5 247 18.6 283 19.9 2N 1&7 283 18.0 240 1&1 283 105 237 iti in 21.3 267 28.3 242 2&1 29 238 23B 10.6 W 20.5 235 17.3 287 18.3 231 15.4 287 16.5 285 1201n 220 229 273 Zw 1&3 220 18.8 206 16,7 22B 16.2 202 I fitllt 4L5 Anchor Ca a Table bs 9ubaeNe: 2.71, Concrete 3.5E Cane. Ilda CMU Files CMJ FTIMW Meal 5/10' Eko 1'16' El..Ulaecon 104' Eko Ullreocn 1/4' Se e. L78` Eli IW SS El.o 210 Sleel Ld pit 91ee1 912 9:Oa Anchor Type: 3116" Elco Ulbeoon 114" Elbo Ulheean U��an A9PeGetor UhaOon AggleGater 5erew (OS) 8M2 9ennv (GS) AnchorCOp Pattema Edge Dlelanne 00 t" 2-12• 1• 2-?/7 3-9e• f• x-1rz' I' 2-irl' 2• 3-1/8' 2" 0.48` 0.54 0.324" Embedment On iS/4" 1-34" t-3/4' 1d/4' T 1-114' 1-1W 1-114- 1-iH" IAA- 1-114- Y L3'B' 1.918" 1am4 2 AOCMa 4B 4.78' Min O.C. / 9landard or Offset Clip 09. 1 Y. 200 Me 3902. 450Ibs 850Its 164/ Om 270I1 I06 3 lbt r40lbe 374 ®B 8691be 948 Na 341 as M2 ro. sw= 9 AnChOn 01.15' Standad (aO!hct)Clip (Fig. 2k 480 D. 7001ba NIA WA WA WA 1801be WA NIA WA NIA WA 6821M 5 112111ba 4 Aneaors 0 7' Ngn, O.G / p) xr8 Angle. ps / Fq. , 78011x 730IN e801bs 1500 Iba 1890 IDS 540 Iba 5B0 0o WA 700 ib 746 Ib> Boo lbe 1822lbe W216a 11201bs 2 Aict1e680.43'Min. O.C.(U-Cap, ntp.125`A1m.IF10. 4y WA WA NIA WA 11A WA WA WA WA WA WA NIA WA 715 bye 1 Arlohel FLip!Fq. 5). 195lbe 19510e 225 Poe 445 ha 8220u 135 Wa 1401be 177 xe 370Ibe 1a71ta 3121be 473 be 1701bs 2211hs 280 W 2 Anohon a 1, 15' Mh O.CJ F•Cap tFlO. aT 2401M _ 350lb4 NIA WA NA WA 190 Ibe WA N/A WA WA WA 3/1 px N21bs 580 C® NOTE: FOR THE 0 �FOLi:L USt I Hit:OAMt ANl VIM rHl IcrtH w1v --vn -vvv .,v •..� �,�•��••� ��•• • � CIRCLED VALUES ARE USED IN THE EXAMPLE-Ory sl llt1 e4, • 1 • • • • • •fi E1: • fIGUHC 2: ••• • 2 : i�:-- • • •••• FIGURE 3: •• • •• •• • 460 • •• • •••• at • 4►NGLE 41P MUST BEjjLW"IrPAJRS. FIGLt:E 4: FK}URE 5: • • • OP1311)RE 6: • •••• •••• • • TABLE NOTES RMU"Un 6A1A1II T A—, r X (ANCHORCAP.,,,•,,,,\ =ANCHOR CAP. MULUON CAP...«.... USE THIS FORMULA TO OS FAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHE 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING W'OTHS 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 LOCATICNS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' THICK STEEL STUDS TO BE A. MINIMUM GRADE 33 AND .045" THICK (-8 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12T THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 410 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18.8 S.S. OR 410 S.S. .1. X 2.75' X.e50" MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 111111111f/ ��•.• CICENSF'••llC� * : NO 58705 O ' . ATE O (T i Fs �•. F20R1OP•.•'G?� ;S70NAL 1'E A. LYhIN4v1ILLER, P.E. FL P.E.# 58705 I ADLC D" _ Mullion Capacity Table bs7R2) Opening Width (for verfjcaiyspamirg mlBions) or Opening Haight (for h0rlZo71.9/4panr -@ mUliorn) . so In Win 70 in 50 in 901n 100 in 120 in 140 in ISO in V 2 3.125" Redwguit L9adng Tnp'Te.wo. Ludn9 RwtwVulu Loadng TnpWe1•p. LOadla Ract I. Loadirp TraWnlag, L0ar5ng Re ngdw L0adn9 T1aNTden9. LwaO g Recteilg9r ',-0edr® TnW/LIa19. Loading Ra Wg mr Lwdn9 Trep?daw. Ladne RwNngul Lading TrawTnwg Loadn9 Rmianoiler Loadn9 Tmplyd-. Lmdng Redsnmler U dw Rvff. g- Laadna 500" ANm_yaTA Tubeblu9 Q 8 3 uoy �s6R�F OJ. +fiuuu ZKa �e. $�. e 3.B �. �� S 3'8 o .E�ic S as S 4ru'C.� o 9 d¢ J CAE' 42in 170.0 820 170.0 4W 170n 7" 170.0 478 170.0 868 170.0 508 170.0 9B2 I70.0 Sit 1700 ilia 1TOA 521 170.0 1240 170.0 521 1700 1408 170.0 821 170.0 1735 170.0 521 154.4 IBM 170.0 521 481n 170.0 7CS 170.0 524 WOO BW 170.0 584 170A 112 170.0 630 170.0 1133 170,0 liar 170.0 1275 179,0 877 170.0 W7 170.0 ON 167.7 1577 170.0 560 135.1 1577 170A 650 118.2 1577 170.0 WO 5D.625In 170.0 747 170.0 663 170.0 B96 170.0 831 170.0 100 170.0 684 110.0 1195 170.0 723 170.0 1345 IM.0. 747 170.0 1494 170.0 754 141.7 1495 170.0 756 121.5 1495 170.0 758 708,9 1405 170.0 756 541n 1700 797 IM.0 612 170.0 SW 170.0 a91 1.0.0 ilia 170.0 754 170.0 1275 1700 $03 160.1 1401 170.0 337 14e5 1401 170.0 858 724.0 1401 170.0 861 106,8 1401 170.0 881 93.4 1401 170.0 661 601n 170.0 WS 170.0 701 170.0 1063 179.9 797 1585 1156 170.0 a78 138.7 115a 1370 028 tM.3 1156 166.51 217 111.0 1156 140.7 910 92.6 1156 144.5 903 79.3 !ISO 144.5 903 69.4 115a 1M.5 903 531n 170.0 SW 170.0 745 159.8 1049 170.0 550 137.0 1049 155.5 wo 119.0 1049 1417 US 106.6 1D49 1320 835 Me 1049 125.5 828 79A 1049 112.3 8N 118.5 1049 M6.9 819 5B.9 1040 118.0 BID r., Fs Bain iea.5 955 170.0 789 139.0 "SW 151.J 804 t19.1 955 133.7 708 1042 ON 22.6 965 11261 765 83.4 00 106.4 757 $0.5 955 09.8 740 69.6 955 96.7 748 521 955 9a.7 746 C j 72 in 125.E 603 134-0 W7 107.0 103 i14A 082 III I e03 101.1 670 m.3 W3 71.4 803 83-9 i 64g 84.2 803 7&6 642 535 9M 722 632 459 W3 89.8 628 40.1 e03 6B7 827 3 70 in 109.2 721 114.1 629 91.0 721 97.0 018 7&0 721 0&1 WS $8.3 721 60.7 721 70.1 588 k6 721 aS,4 57845.6 721 59.4 SW 39.0 721 BOA 804 34.1 721 $OA fillet781n 101.0 5B4 t0&4 599 $4.2 004 89.4 657 722 654 7e4 578 63.1 884 50.1 684 64.4 Sm 50.5 861 59's 551 421 884 54.1 fi{1 301 B84 519 596 31.8 861 500 634 90n 05.6 5'4 W.9 4M 54.8 514 67.3 448 47.0 514 WA 440 41.1 514 (4775 3 36.5 514 40.5 427 329 514 37.2 421 274 51433.0 412 25�9 514 30.4 406 20.9 674 29.0 493 96m 54.2 452 55.7 4W 45.2 462 47.0 3 18.7 452 40B 300 33-9 452 4 SOT 452 32.9 375 27.1 452 30.3 373 220 452 20.0 SO 10.4 4S2 24.2 360 i&9 4S2 228 25S 1mh 381 357 JB.9 322 31.7 357 31.7 31T 27.2 367 2S4 34 2&8 357 8 VA 357 22.7 303 i8.0 357 20.8 299 toe 357 18.0 293 13.6 36l I0.2 287 11.9 3S7 160 283 111 h 351 338 758 300 202 336 3C.1 301 25.0 323 26.1 296 21.9 338 Z 19.5 330 20.8 208 17.5 330 19.0 28! 148 708 16.5 274 125 338 14.8 273 11.0 335 138 260 1201n 27.7 289 28.2 283 231 289 23.7 259 19.3 289 20.5 A6 17.3 27N 1&4 2B9 10.3 218 13.6 259 14.9 240 11.8 240 t28 24[ 0.0 280 11.4 2'l 8.7 289 1 104 1232 ]MD" JD Mctlorca Table Suae11a19: 27 -CO fde 3.5k Cnlc. I Homwcmu FEW CMU PT Wo9d MCMI 5't6' Eco V4" SS Elco 5/W Elco 114' SS Eho 410 Sled #12 SIO.N R1251ed Anchor CHp Pattami Ailchar rypc 371C Elco UlllacM V4"E1toUMCon UloaeonRNIA oUBiaem U4"Ek9UNaton Agg¢Gaor umnxw AggRGA. S-(05)S-(G6) S-(O67 Ed�gstan:c Pnk 1' 2-1/r 3- 2.vr smr2-Y2' t" 2-vr r &1.151 2' 0.48" ).&r o32r EfnOe@nPl9 n 13/4" 13'6 7:1/4• 1a'4' r t-U4' 1-1/4" 2 AMCI 01 477 Min O.C.1 SMn ad a O•at Cip M ty 39D Ibs 309 b 450 09 iN IVA Ibs 80 Ba SD4 la N/A 7d0I18 WA 374 Ibs 564 to WOIM 341 IM 442IW b60 Ea 4 AMM ®1.19' M1tla O.C. / StaMBIO N 10Be1)Cip (FT3 2y 480 95e 700 b N/A WA WAAPO r>s NIA WA WA 6821bs S65Itb II m IIn- 4AMhw 09' MIN O.C. 102s5 AngleCip°Jff133y 780 bs 780IS W0 ft IUDIbs INSIDa 5808M NIA 7601D5 7d61a 8901. 10929n 6928n 865Its 1120IDS 3Arcinn Q 0.45'MIN 0.4 UCAp,hb.tz9 Alum. It dyWAWA NIA WA WA WA N/AIVA NIA .1--1 WA WAwA WA 10738xt A.Wri FCIP (Mg. 5y t951bs 19C Its 225 in 445 Ibs l=It* 140 IS 117 IM .1a 3321ta 473 1701b8 221 IM 290 m 2 AntlnA ®1.19' M1On.O CJ FCOp (Fig file 240 tS 9501DS N/A WA t4/A WA 190 Ya NIA WA N/A NIA N/A 9d1llx d42I� Sty[. NOTE: FOR THE0 SETJL'TP+USE THE SAMt AW.;HVK FAI I N1+nu -n+-1-1 • •• • • •t FIGNRE 1: • FIGU E2: 1 1•••• •• • •• •• I RE 9: • • • : • /• •••••• • • ANGLE LIP MUST BC t"dlN PAIRS. 1 • • • a • ••• •! FIGCi RE 4-� FIGURES: • FIG•• URE 6: ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP"„) X ( ANCHOR_ANCHOR CAP.,,„, MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN AC TUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THEMUWON 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. TA13LE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND✓OR OPENING WIDTHS is ALLOWABLE. 3125" 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 a;0 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED " CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL SE PRESSURE -TREATED T YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND SEA MINIMUM OF .12G i" X 3.126" X.6^ MULLION THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGF). STRUCTURAL STEEL TO BEAT (I" VF MULLION) LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONC THE MATERIAL. #1 D & W2 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 B.S. PRODUCT REVISED as compbing with the Florida S.W.ng Cotle NOA-No. 17-0630.01 Expiration Date05/26/2021 ,N" DIY LYNA( No. 58705 •� C tTE ! lei FS '•FZORI�F, •'G��: �'71S'ONAL EN,��. A, LYNN,"IL►E'k P.E. FL P.E.# 58705 Mullion Capacity Table (11mill) Opening Width (for vertiral"pand rig mullons) or Opening Height (for horizorttay-➢panning mt8iom) 60 in so in 70 in 801n 901n 100In 12a h 140 in lea of 1 x4x.125 Ru-tenwla Loading T-ofT-q. Lead" Reawwn Lowing TrapfT., q. ttin➢ m ReAanpWar Load" Tr.WTNerg. Load" FZe wi. Leadrlp Twprra-g L-609 Rest gLA Loading Tr ennaq L." %e n➢Wr Load" Tmp7711ena Leadn9 Racb1191a Lowing T-F7Tnmlp. Loodn➢ ReeGg ha Lac➢" T.P77rh L_Iing R-1.0ft Loedrg Trr�p. pnhang. Loading Alum -Tubes Mullion FS .. d6v f� drc 5 �_ a F-_ S d a �c e..-..k'^, d¢� �c d`d aF'_ s� i da > a 2 rc .£ a 3 20 s_ B % a 1 �o F Gee �' S k^. pa d £ P ¢ .Faye, i 42 in 170.0 $20 170,0 436 170.0 744 170.0 478 170.0 961 170.0 505 /70.0 902 170,0 519 170u 1116 170.0 50 170.0 1240 170.0 621 170.0 INa 170.0 $21 145.8 M89 1700 521 IVA 14ag 170.0 521 481n 100.0 708 170.0 624 170.0 BW 170.0 584 170.0 662 170,0 C30 170.0 1133 170,0 881 170.0 1274 170.D 677 166.3 13o3 170.0 680 130.3 1303 170.0 680 111.71 1303 170.0 6W 97.7 1303 170.0 NO 50.825n 170.0 717 170.0 583 170.0 083 170.0 831 170.0 1048 170.0 6B4 170.0 1196 170.0 773 458.1 1235 170.0 747 1405 1235 170.0 798 111.1 1235 170.0 758 100A 1235 170,0 756 67.t 1236 170.0 786 54 in 170.D 787 170.0 012 170.0 953 170.0 �1 770.0 1118 170.0 764 154.4 1188 170.0 SM 1372 1168 110.0 837 123.E 1158 170.0 B58 1029 1156 170.0 881 06.2 11158 170.0 861 772 11M 170.0 eat e01n 170.0 BBS 170.0 701 188.7 1042 170.0 797 142.9 1042 161.1I 1 1042 146.7 115 1112 1042 13&8 301 100.0 1042 130.2 721 83A 1042 125.1 732 71.5 1o42 125.1 762 82A 1042 1251 782 B31n tt0.0 930 170.0 746 151.2 992 1.38 818 129.6 992 1M.4.4 98I 131.0 7� 100.8 992 121.4 786 90.7 992 114A 75e 758 902 iD6.4 745 04.6 992 105.0 744 56.7 88T 1980 744 Wln 183.9 O47 170.0 789 137.8 "7 146.0 705 118.1 247 130.3.4 947 1177 752 91.9 947 105.7 739 82.7 947 1022 7Z7 68.9 34T 90.1 713 59.1 947 94.0 711 51.7 047 944 711 7:F. 136.0 $49 142.7 737 1132 649 121.E M 07.0 649 108.9 849 $5.4 8N 7&5 a49 E5.7 686 07.9 0/9 02.7 575 66A 648 75.3 SW 48.6 90 726 662 426 849 72A 651 J 76M 115.5 7E2 120.7 665 96.1 W2 1028 662 121 761 10.02 762 80.0 a29 84.2 7e2 74.2 620 57,5 7e2 692 613 40.1 762 62.6 602 41.0 762 59.9 597 3&1 M2 NA 695 f ie kl 106.9 714 111.; 634 8BA 724 &L6 821 76.3 724 O3A8 721 74.4 5B9 59.4 724 e&1 691 67,4 724 814 883 118 724 67.3 573 78.2 724 54.3 567 3&4 7M 53S 565 W it 89.8 541 71.8 453 58.0 543 60.7 4T4 49.7 543 5295 643 47.1 468 38.8 543 42.8 "2 34.8 513 US 446 29.0 843 34.0 436 24.8 543 321 430 21.7 643 30.7 4`28 96in 57.3 470 569 427 47.5 475 4&7 41S 40.9 478 4328 476 31.5 40E 31.8 478 34.8 400 2&7 478 320 3➢S 23A 47B 28,1 388 20.5 478 26.8 380 17.9 47e 212 970 1111n 40.3 171 41.1 341 33.5 377 34.6 3W 28.0 7P 30.0 330 252 377 28.9 325 224 377 24.0 321 20.1 377 220 317 1&8 377 19.0 310 14.4 377 17.1 304 111 M 37.1 367 37.8 223 30.0 357 31.8 30 26.6 .357 27.8 313 23.2 357 24A 30B 20.6 367 Y2.0 305 18.5 357 20.1 301 15.4 357 17A 294 12D in 203 206 29.8 279 24.5 3m 2&7 274 21.0 305 21.7 270 18.3 308 192 29 1S3 308 17.3 763 1. In 17.0 212 17.2 196 TABLE 6B 8ubbta 2Tk Concrete .--_.3.5k CO"_-.- -� HO4oa OAU Flllea CMU PT Wacd Mntal Anchor Clip Patterns And-rypc 3116'111. l%ba,'an 1W"Ek0 Ul0aoal Lt8' Ebb Uftl- 31111'Elea We- 1W Eko Ul8aaal UC SS Ebo AppaGab 5115• Elea UOEcon 1W 99 Elea AOOreGaW %10 filed S.-(G5) 012 61ed S.-MS) #12 Bloc! Sl-(05) Edge Distame Tmt i" 2-1rr 1• 2-vT 3-1/B" 1' 2-1/2" 1' 2-1r! T 3-14" r _ - r OAV 0.54" 0.324" Embedment Mk I WV 1.1W 1.3W" 1-Y4• 2' 1 1-1/4• 1-Im. 1.1/4" 1-10 11-114. 1-1W 1.3W 1-5v Varian 2 Ale" 0 4.78' Mk. G.C. / Slaldud or Wad Gt1 (F9. 1&2r NO be 390I1* 450 Me 0901N 16441N 27C be 250IN 354I b 7401Ln 374 bs W41be 946 In 341 ba 44211a 6601M 4 AWhan, Q 2.28 Min, O.0 I SUMen! ("ONnt) CIIP 09 3k 7CO be 7001be 5801bs 1410 IN 9521be WA Wo IN WA 630 be WA NO [bs NIA W2 lbs B851N 1120 roe 8 Anchm 01.14 uln O.0 I Stardad (W 009) CV II-W 4): NO bs 140011a WA WA WA WA 7601bs WA WA WA WA WA 13631N 17701N 2240 IN 4 Anion ® 3" mim O.G 7 (2) 2s5 Angle Cos / IFb. SP 780 be 7801N 6806a 1580 57n law 1N 540 fie 5031W WA 760 fin 745 5HI e80IN 18Q bn 0021N 889 IN 1120 1a 8 Anepon ®3• MIn.O.C. r R1245 Angle ales 1(Pq. 8): IiM lba 1170 Ws 1020 Ibe 2340 iN 2644 bs $10 IIs 8401N WA 11401b 1122IN 1320 IN 28W Ibe 10221N 1W IN 1680 be 4Anchm®0.45"MIn. O.C./U131p, In:o,126"Alum. (h'0. 7): NIA WA NiA WA WA WA WA WA WA WA WA WA WA NIA 1430be 2 ArNan Q 225" M'n. O.C./ F.aq (Flo. 8): 3Eo ba _ 3505a 2901N 7051bs 476 ba WA 2901N WA 313 6a N/A 440IN WA 94t IN M21 W OW IM 4 Amhm Q 1.10" min. O.C./ FL1' (Flit. 9): 4s0 bs 750 bs WA WA WA WA 380 ibs WA I WA NIA WA WA 1 682 bs 1 N51N 1IW N NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES A5 THE STANDARD CLIP. FIGURE I: FGURE 2: FIGURE 3: FIGURE4: FIGURES: FIGURE 9: • • • • • • • • • • • • • • • • • • • • • • • 'FIGURE 5: • FIS4t.0 • FIGURET • Soo 41119 • • • • ANGLE CLIP (FI; J"E Ei60MUST BE4WSED IN PJWRS. •••••• •••• • • • ANrHOR CAPACDY AnJLISTMrNT FORMULA: (DP_) X. (MULLION 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 AN�110R OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENS`ON1S, 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-N) 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.C46" THICK (18 GAUGE). STRUCTURAL STEEL TC BE AT LEA.ST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #1C & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. .125' 1'X4"X.12S MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/2612021 * : No. 58705 :.� A. brim miLue P.E. FL P.E.# 58705 TART F 7A Mullion Capacity Tabl• IbaRl') Opening Width (for vertically-spar79n g minions) orOpenlrg Height (for honzontaily-spanning mutnorn) 50 in 60 in 70 In 80 in 90 1n 100In f 20 In 140 in 1601n 1 x 4 x.375 Rect gd. Laadrg Traprrr.ng. Loedn0 R.,Wg im um*0 Loaetr0dm9 T7aprTrmg.[17 ww T1apTdm9. L-Ing R tvyWa Lo3dn9 Tnp/TAsrp. load9r9 Mdatguler Loading TraldTnang. Loadng ReotanWlr L-dng Tn� ana- Loading RedonpWa Loading Tmpfrdmg. Imdrg fActerpW Leading Tnp/Tdang L."" Rectan0u(er Loading T1oWTrien9. Loading Alum. TLb0 MullbnaF 2 is ia aa421n 1700 620 170.0 435 1700 744 170.0 478 SM 170.0 508 1T0.0 S92 170.0 $19 170.0 f11e 170.0 621 170.0 1240 170.0 521 170.0 14M 170.0 521 170.0 1736 f70.0 521 170.0 1983 1700 521 461n 170.0 708 1M.0 U4 170.0 050 170.0 504 9S2 170.0 WO 170.0 1t03 170.0 901 170.0 1275 170.0 677 170e 1417 17C0 SRO 170.0 1700 170.0 680 170.0 JIM 170.0 960 1518 2024 170.0 $00 50,625n 17C.0 747 t70.0 SSn 170,0 098 170.0 631 101E 170.0 684 170.0 1t99 170.0 723 770.0 134s 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 756 158.0 1918 170.0 756 138s 1919 170.0 756 541n 170.0 797 170.0 812 1700 066 170.0 691 1118 170.0 75/ 170.0 1275k17 903 170.0 1434 170.0 837 170.0 1684 170.0 S56 159.9 1799 170.0 Bell /37.1 1799 170.0 Sei 120.0 1799 170A W 001n 17C0 895 170.0 701 170.0 1063 170.0 707 1240 1700 878 170.0 1417 $44 170.0 1594 170.0 996 1555 1619 170.0 1033 129.0 1610 170.0 1D63 111.0 1619 170A 1003 072 1019 170.0 1063 63 in 17C.0 930 170.0 745 170.0 1110 170.0 BW 1302 170.0 940 170.0 '. 148E 1016 156.7 1S42 170.0 107E 141.0 1542 170.0 1172 111.5 1542 156.5 1150 100.7 IM2 167.9 1107 84.1 1542 167.9 1157 661n 110.0 874 17C0 789 1700 11q 17D.0 903 1 1364 170.0 1002 160.E 7472 1C86 1427 14'2 160.0 1748 120.3 1472 150.E 7130 107.1 1472 147.8 1100 91,8 1472 t48.0 1164 BO_3 1472 146.0 1104 Ce 721- 170.0 1063 170.0 878 170,0 1215 170.0 1009. 150,8 1320 -188.2 1101 1720 132E 1C492 117.3 1320 117.8 10e5 t03A 1>� 125.8 1019 89.0 1323 417.0 fON 764 1320 f12a 1013 66.0 1370 7f25 1012 v TS In 170.0 1122 170.0 237 149.E 11" 159.4 1013 123.2 1t" 139.9 894 1122 1184 978 00.7 IIN 116.3 054 09.8 11N 10].9 952 74.8 11M 97A 936 64f 1184 93.1 927 58.1 tta4 923 925 7 5 7e In 166.1 1174 170.0 987 136,4 1124 11T.0 865 118.E 1114 128.8 847 193.8 117A 115A 931 d4.3 1124 f06.a 918 87.0 1124 96.5 Sae �: 1124 89.0 8B0 59.3 1124 8/.3 Bell 51.8 1124 632 B78 90 in 108.1 8M 111.5 750 60.1 a" 94.3 730 77.2 844 021 724 67.6 844 73.3 712 60.1 844 S&S 7D2 64.0 9" 51.4 W 46.0 844 542 678 38.6 944 50.0 e68 33.8 $44 47.7 662 96In 89.1 742 21.5 M3 74.2 742 77.2 662 63,8 742 87.2 641 55.7 742 59.E 931 42.6 742 54.1 G22 44.5 742 49.8 614 37.1 742 43.6 e00 MA 742 39.8 Soo 27.8 742 27,5 5" 100 in MO 506 63.9 S30 112.1 668 63.8 621 44.7 596 46.6 513 30.1 586 41.4 WS 34.E 586 37.3 493 31.3 580 342 492 26.1 586 29.6 481 22.3 586 26.E 472 19.5 506 24.7 466 Ill In 676 666 58.E 503 48.o 555 49.5 40 412 555 !29 467 30.0 555 Sae 400 32.0 6% 341 473 28.8 658 37.3 4B7 24A 555 T7.7 457 10.8 555 24.3 41b 1a.0 355 21.4 442 12D In 45.6 475 /eA 133 38.0 475 39.0 426 226 475 33.7 4M 28.5 475 29.8 414 25.3 475 263 409 22.8 /75 24.5 404 19.0 470 21.1 385 t0A 175 1a7 307 1{.3 !75 17.2 Sell I" In 264 330 28.7 3D5 22.0 330 22.4 >07 18.9 330 16.3 297 16.5 330 17.0 293 TART C 79 An nor Capacity Table ba Suostrata: 2.7k Cate 3.5k Conn. I Hold. CMU I Filed fMU PT Wood Maur Anchor Clip Paems MchoTyp9- 36 Eko Ulbuon 1/' Eko UOteoon 5koY76' Uagt Eko Ultawn 1/4' Elw lNirecon IW SE Eb4 Agg'CI'Wr IVo w 1/4 ' SS Fk, Ag9reGemr 810 Sig 8ow (G-) 412 Stets 6crax (Gb] 2 S teel Saex (05) Edw Cwbroa M7 1' 2-Irr 1' I mr, 31I6" 1' 2-IrT 1^ 2- IT Y 31/E' 2- 048" e54" 0124" Eslbednen(any l-W4' 1-Y4' 1-Y4" 1-Y4" 2' 1N4' 1-1/4' 1-t/4' 1�11.F3,74ft 1-1/4' 2" 1-3/8' 1JA^ lades 2 Ancrom Q 4.75' Min. O.C.I Sta cant or art a Clip (F4. 1&2): 3901bs 390Ib9 450 lb6 16441be 2701b3 2BO IN 354 U4 740 Ia 5541b9 moas NI Ito 442 "A 5W Iba 4 Anchom g 2.25 Min. QQ / StOWNd (g 06et) CUP Fig. 3x 700ka 700 Ib0 55D ft 1410 lbs 9521bs NIA 560IN NIA 0301haUS Its N/A 652 IN 88S IOe 1120 ba SAnchom � 1.15MIn- O.C.I Standad (or0•al) CND ff1g. 43 980lb$ 74001ae WA WA WA WA 7001ba W'A WA WA WA 13631na 17701W 2240 bs 4 Arohom ® T MIn. O.C. I G) 245 An iv 7F e I FV0 S); 780lbe 7BO Ito 680 IN 1500 lta 1880 16a 540 •s %D W WA 760Ita aeoroe laS2 Ix 082 Ion No III. 1120 be 5 AMtara ®7' MIO. O.C. I(Z) 245 N411e GIPS I �q. 0k t1701b 117o Iha 1020 Ihn 23401ba 2M4 Ib4 8f0 t.i 6101bs SL'A 11401ba 13201hs 2838 b6 10221G 13271ba4 Arches 0 OAS MIn O.C. IUl3ip, Into.125'Abm. (Fig. ik WA WA WA WA WA WA WA WA WA NIA NA WA N/A 14201x2 AnobomQ 22FMIn. O.C/FJIp (Fig. 8} 350 k. 3501ha 290 ®a 705 M 476 r. N94 2801bs WA 315 asMO 8]e NA 341 W 44210E 560 ae 4AWh0I3 1,15-MM.0.C1 F<31p(Fig.91: 490 be 700 Iba WA WA N/A NIA 3B0Ib� N'A WA NIA NA eB2 bs 8851t6 Iim ba NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1 j8114 1 FIGURE3: FIGURE4: FIGURE B: FIGURE9: • • 61GUpC5: • ••• • •• FIGU FIGURE 7: •• •• • EiV"CLIP (FIGUFk%S 6&6)RiUST BE Us"N11P►IRS. • • •••••• •••••• •••• • • • 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. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DF(�) X / ANCHOR_ANCHOR CAP. \MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY AD017IONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS 15 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 SHALLBE 8063-11`5 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. K PRODUCT REVISED as eompI&yjg with the Florida Building Co4de HOA-No. 17-0630.01 Expiration Date 05/26/2021 � a . UCENgF •.. �� i No. 58705 P ''•'4ORIOA•. A. L/YNN MII+hET�, P.E. FL P.E.# 5670E 1 1 C nA F Mullion Capacity Table IbsWts Opening 9Ndth (for vartically-&par fining mWion6) or Opening Height (for tlori2arta14-spart&ng mullions) 501n 101n 71 In 811, 911, 100 in 120 41 14011 161 116" X Retall9ual Loadn9 Teyrrdaiq Coaling Rect.ol, Laedn9 TrepR., 0 Leeen9 Ractengul4r L09drf T.PT Loadllg mdm9. RuI;War Leadn9 Tlap'Tdang. Iwdng Ractelpdar Lowing Tnprwv. Lmlin9 R.d-peu Loodng Trap) .('. L-dnG Rn:ten04a Lpacing TrapW'da10. LoaA1g Re,Wmla Lmdng T.P111. p. L.a , Re alplkr Laadn9 TI9pr[ilm LaadSp .266Alum TubeMun� _ b aa: �� dr z s� D` i ao rc £ fo £ _ dr lY £ io 9 aa: z' iNe ��. _ Via: :t �o a a� se £ z$: 4Y £ se II £ 6` _ i b ss. £ g� c7` tl a S d sue. a � 3 y P_ 4 3B 421n 170.0 620 170.3 415 170,0 744 170.0 478 170.0 868 17e0 E08 170.0 992 170.0 519 170.0 1116 171.0 521 170.0 1740 170.0 521 V0.0 1488 170.0 521 170.0 1735 170.0 521 151.6 170 170.0 521 43In 170.0 7W 170.0 624 170.0 860 170.0 SW 170.0 092 17D.0 Sap 170.0 1113 170.0 661 110.0 1775 170.0 677 1700 1417 170,0 580 154.8 164 170.0 690 13Z7 154 170.0 630 116,1 160 170.0 GOD SO,=in 170.0 747 170.0 683 17C.0 896 170.0 01 170.0 1046 170.0 w 170.0 1195 170.0 -rn 17e0 1345 170.0 747 167.0 1468 170.0 758 139.2 U68 170.0 756 1103 1468 170.0 756 104.4 1469 1-10.0 758 64 in '70.0 727 170.7 $12 /70.0 Ift 170.0 691 170.0 1116 im.0 76A 17e0 1275 170.0 603 163.1 1376 170.11 937 14e.8 1376 170.0 850 1223 1376 170.0 861 194-8 1376 170.0 alll 91.7 INS 170,0 081 601n 170.0 885 170.0 701 170.0 1053 170.0 797 15&D 1155 170.0 A78 139.0 1158 167.4 830 123,6 1158 150.e 919 111.2 1154 150.0 012 92.7 1158 144.8 905 79A 1158 144.5 905 69.5 1-1 144.8 903 63 in 170.0 00 170.0 745 180.1 1051 170.0 550 137.2 1D51 155.0 e62 120.1 1051 142.0 "1 108.7 1051 132.3 837 WI 1051 125.7 030 80.1 1051 110.1 1122 80.6 1051 119.1 821 BD.0 1051 119.1 821 56in 167A 967 170.0 789 139.3 257 151.6 805 119.4 957 134.0 790 104.4 957 IVA 777 12.8 957 t12A 7" 83.6 957 MCI 750 09.6 957 100.0 750 59.7 967 08.0 74e 62.2 967 08.9 748 721n 128.7 e04 1352 698 107.3 804 115.2 6W $14 8C4 101.3 671 W.4 e04 91.4 660 71.5 ON 84A 00 $4.4 004 7&8 643 63.8 804 7Z3 633 48.0 904 69.9 629 40.2 804 69.8 628 761n 109.4 722 114.4 630 912 722 972 616 782 722 85.3 006 66.4 722 76.7 EN 60.8 T22 7a3 688 54.7 722 65.S 500 45.8 722 69.5 570 39.1 722 56.7 W5 34.2 722 66.2 N4 78M 107.2 DOS 105.9 800 84.4 605 89.0 389 723 eM 70.6 OTi 833 64 70.5 568 68.2 ON 645 556 $0.6 886 6a1 551 422 686 64.3 643 36.2 GM51.4 577 31.8 685 50,7 336 901n �A 511 63.0 457 54.9 616 1 67.8 449 47.1 1 515 50.1 441 41.2 MS 44.7 434 38.6 515 4a8 426 33.0 515 37.4 422 27.5 515 33.1 413 23.5 515 30.5 407 20.6 515 29.1 404 D61n 04.3 463 65.9 404 45.3 453 47A 307 38.8 453 41.0 391 33.9 453 36.4 385 302 453 33.0 379 772 453 30.4 374 22.6 453 26.6 366 19.4 453 24.3 350 17.0 453 229 356 1081n 38.1 758 30.0 323 S1A 158 32.8 718 271 35B 28.4 317 23.8 3W 28.2 308 21.2 358 22.7 304 19.1 3W 2e8 300 15.9 353 18.0 293 ill In 35.1 338 35.8 306 29.3 338 30.1 301 25.1 338 26.1 297 7L0 IN 232 293 19.5 370 20.9 209 17.6 338 19.1 285 120 h 27,8 290 25.3 2M 232 290 2&A 260 19.9 2M 20.6 2M 17A 290 18.2 253 15.4 290 15.4 24S 144In 1 1&1 201 193 186 Anchar Cepsclity Table (fs) Substrate: 2.71: C=Me ask Cale I HER. CMU Fvw CMU 1`I'1N= Meta AnehorClip Patlams AnCha iypc 2716•FJcO Unreca, t/d'Ek0U0teCOn Yt6•Fto unr4tm Y16'G[OUtieC Vl i/T EkOBbIKm 1/4"85 Elco A11W lOr Y16'Glo utnrtn //.YSSEko A99MGYN #13SIeet 841a4 (ram #1251e'-1 soar 036) 01231 1 Screw (� Edge Cisharce ilnJ I- 2-y7 I, 2-v2- 'vvI'-- - 1' 2-V2' 1^ 2-VT 21 57/6' 2" 0AV 0.54' 0.32C En wavenc 1314- 144• 1574' tyC r 1-1W i-Ve 1-114• 1-'U4" i-L4• 1-11 r T 1-32. 13f8' wde4 2A90bna Q 479' Min O C. / Sianoa0 a Ooet Alp ft Ir 390 bS 39D We 450 ft I Iw lbe 2701" 200 m 354 05 7401DS --- WA - 374 Ws N/A WIM 946 a6 341 U. 4420 580 16 4 Anhm ® 11Y Min O.G / SUrdM (a 011s 1) CIP VI; 4801bs 700 M. NIA WA NIA WA 3M IS N/A WA WA 6821bs BW KX III me 4AnC"� r MHI. D.C. 19) 23 Algle Clip 1V937. 7a7IDS 760105 6000n 1560 P. 13%1W 6401b6 560 to NIA X01b! 7481W s90I08 18020x 832 be Mg. 112016s 4 Ale hm9 O 0.45' Mtn. O C I UL'1p. 1-112, A m (Ft] 47 NIA WA WA WA WA WA WA NIA WA N/A N/ WA NM WA t430 U. I Ar4 Inr I FLIP IFT967 10 Ibs 105 be 22510a 445 M1 8241m 135 Ox 14 De t7705 37011x 1870x 3921b9 479 Ce 170 to 22108 280W 2 MC rats 1.15r MIR 0.CJ FlA 6T 240 Iri 350 nA NIA WA 1UA WA i8D •1 WA WA WA NIA WA 341 to 442 b9 66D 1» iNVII::s VI11"LUrrb-UL , ac... aralnc rvv�.n�+n rr•.i,c— w. vw.a,n ,,,,_, _..__.1..._. . FIGURE 1: FIGURE 2: • • FIG RE 3: •••••• ANGLE • • • • • • • CUP MUST • • • • �••� • • BE USED IN PAIRS. • go ••FiGURE4' WIGUFIE5:• • *FIGURE 5: • • •• •• s • TABLE NOTES (DP„o)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. ') SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LUAUING. SEE SHEETS 23 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 FXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-15 ANO BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (IS GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125-THICK AND A36. ALL ANCHORS INTO META: SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S, OR 410 S.S. Q � Z m r o W w Sc) a` ix x 8 N 5 U C O re 4'iT Zrp L0 PRODUCT REVISED as eomplyin with the Florida Bulldirlg Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami -Dad oduct-Contra] 11 i11iltli if//I fV0 i No.58705.P 1 1NAL IEN1�. A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE VA Muilbn Capacity Table (be/R2 Opening IMI(for v r0ballyapenrdrgl mUllons) orOpening Height (for horizonla0y4parWng rivAlcrn) sfl In 60 m 701n BO In BO 1n f00 In Inn, 14D in ISO b 125 iS.25 Ree4n77tir L_*9 Tnornl n9. Laedln9 Reebnzh Lbeona hap%Tdenp. Lowing Reeten@aer Lcedlcv TnPrrd3M. L-11% Roelmpuhr Lmdkq TraprA.g. LOtliN Rent."r Loadn9 T®plrAa,a1. Leadnp Ramen9aler LoednO Tr.VTdanu. LbadO Rmian09hr L9adkq hadTdw9. Leading Reeten9alm LOedlra Tnp%rdane LOadim Raclargdar Laednp hgJTdan9. Loadkl9 x _400 Alum. Tube Mullion I _ TA, �� _ �' �'_ N .. 6� . n 7 TT��1( d _ g dg $ 6� _ .4 t5 �I {g 6n I I P 8� s _ 421. 170-0 027 170.0 4]b 170.0 744 170.0 47e 170.0 BBB 170.0 506 1T00 992 170.0 519 170.0 111E i7D.0 521 153.3 111B 1%0.0 621 127.7 1110 17o.0 me 199.5 111E 170.0 521 95.6 1116 1700 SR+. 48 in 170,0 708 170.0 521 170.0 MO 170.0 684 167.6 978 170.0 630 14&7 078 1700 eel 130A 978 1710 577 117.3 976 170.0 080 07.8 B7B 17D.0 890 B3.8 B76 1700 8ffi1 7&3 B78 170.D 880 50625h 170.9 747 174.0 503 1710 Ba0 170.0 831 150.7 927 170,0 604 131.6 927 IO S 703 1172 027 150.1 ea9 105.5 927 1683 6m 971 927 16&3 $95 75.4 927 156.3 B95 66.9 927 158.3 $06 54 in 1100 797 170.0 612 1b4.5 BB9 170.0 691 132.5 009 163.9 083 116.9 869 141b 889 103A 869 134.0 660 92.7 80 129-8 6% 77.3 869 128.8 682 1.2 869 124.8 052 57.9 969 128.6 02 Win 1432 746 tm.5 624 119.4 740 132.3 620 Me 746 117.8 we 891 746 VIA 599 T8.8 746 101,0 592 71.6 746 06.8 587 50.7 746 93.3 fee a1.2 740 93a 503 N.9 746 93.3 603 831n 123.7 677 131.0 579 f03.1 877 113.2 588 88.1 BP 100.4 558 77.7 077 91.4 d10 Be% BTI 03,2 539 M.9 eR 01.0 634 61.8 877 77.0 020 M.2 677 M.7 529 38.7 677 78.7 529 BM1fi 107.E Biz 114.1 6W 88.7 617 87.8 519 76.8 611 86.3 m8 61,3 017 78A j S00 59A 617 72.6 4B4 63.8 SIT 88.7 dAH 44a 817 81,4 /BJ 38.4 517 63.7 482 93.8 617 83.1 182 72 k1 929 610 877 150 841 51B 7q.2 MO 592 514 88.2 432 61.8 616 68.8 426 461 51B 61.2 119 41A 61B SD.7 414 3A.5 518 48.8 408 29,0 018 /5.0 40 25.8 Ste 45.0 403 fi 78fi 105 105 737 40C 5a7 186 82.8 S9a 50.9 IES %.9 3B0 d41 485 49.4 I 381 382 465 46.3 378 35.2 40e 42.2 374 2fl4 495 JB.J 387 20,2 /05 30.6 98/ 22.0 486 382 ]8] 70 to "1 441 Sao 347 64.3 441 51.7 379 46.8 441 Sae 372 40.8 441 45A 365 382 441 41.6 250 32A 441 38.1 358 27.2 441 94.9 349 29,3 441 33.1 SAS NA 441 32.7 346 BON 42.4 332 438 205 36.4 792 ITT 20B 11.3 332 32.3 234 2a.5 332 18.0 200 23.6 532 29A 276 21.2 322 WJ 272 17.7 332 21.3 286 18.2 332 19.6 262 13.3 972 1&1 250 San J5.0 291 9i8 260 2A4 "1 30.3 255 25.0 2B1 tad 262 21.9 2B1 236 2d0 teal 291 21.3 244 IN 291 19.5 241 ia6 291 17.1 298 12.9 291 15.8 232 loth 24.e 230 2&1 200 20.5 230 21.1 209 77.5 230 10.3 201 15.4 230 181 198 111 h 22.8 210 23.1 197 189 21a %4 194 162 218 10.a 181 14.1 218 id.9 78B 120 In 17.9 181 10.2 170 U-S 187 15.3 161 TABLE Htl Anc bar Capacity Tablefibs) Subelrab:;3ffl1b. a7M Lbrroxie 3.5k Cm, Holm CMU NOW MU Pr WOW_ Melei Mire- 1N" Ebo UlD . 5N8" Exo 31ir Elm Litt- IA' Elm Uirecon 114' 30 Ebo 5'10" at" V4' S9 Ek' 010 Slael 012 SbeN 812 Steil Saraw(OS) CSp Pagern• AWW type:m UOraOOn A99nOalw Uftww A99nL9ebr Sc_ ICE) S-05) Anchor EOpe 018teme(in);2-12" 1' ?•1rY ll 1; a-7J8' P 2-V2" V 2.1/2' 2' 3-1W 2" 0.46" 0.%' 0.924' Embednml(10k 1-3/4' 1-3'4" t' 1-V4- 1-114' 1-1/4" 1.1N'' 1.1/4' IAN' 2' 13/8" 1.9b' tarkn Z Archon 0 4.11' 1111 O.G. / BlaldeM ar glwl Clip (Flp. 1k 300IW I50 Iba &90le 1944 Iba 2701be 20016n 3%IDa 7401Ds 37 ba 06/ 1G 94B ID3 341 Aa M21ba 500 WsGlp(Flp2k T00 IW WA NW NfA WA 9901bs WA NIA NIA WA NA 88216a 8851b3 11201ha 4 Amhwa a 3" W0. O.C. I W 2a5 Angle Clips / (FI9. 3k 7801be 76D Ibe 8W to 1560 ibs l iegei k %u Its 5801he NA 760 0a 748 bs 0001be ISM [be 082 be 81151ba 11201. 3 AWAM C 054' Nth O.C. I U42:p, h1O.100" AWm. (FI9. 4k NIA VA WA KA NIA WA NfA WA NIA NIA NIA NA NIA NIA 950IW 1 Atwhv/ F-Glp (Flp. 4 195 be 195 b1 2231W M5 ma 8221W 135 ba 1401be 1771m 9701La 187 be 932 Ies I73 ba !M 05 221 Ibe ZOO Ib 2 A-1. a 1.16 Min. O.CJ F-Gip ffb ek 2N ba 350 0n WA NM 1 NIA NIA 1601be WA WA 1 NIA NIA NA Ni be, 4421Da 500IM FIGURE is FIGURE 2: 0 • • • ••FIIGt E3: • • • -- •••••0 ANGLE • • • • • • • • CLIP MUST • • • • • • BE USED • • • t • • IN PAIRS. FIGURE 4: WGUR%5: • • • • FI�l�3E 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 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-93. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BE A MINIMUM OF A00' THICK. STEEL STUDS TO BEA 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 #10 & 012 ANCHORS INTO WOOD MAY BE STEEL, 18-B S.S. OR 410 S.S. R r:,. ANCHORCAP.,,m, ,,,, (DP,,,)X( ) °ANCHOR CAP.- MULLION CAP.,,°,,,„, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1.250" 3.250" 100" 126"X 3.26'XAOX MULLION FOR FIELD -MULLED UWTS 3.250' .100" 1.25" X 3.25" X MULLION FOR FACTORY -MULLED UNITS ®s�g� 7 2 C Fa y a F LU O x_qq LO m Q z h N BO n a O _ Y `1 N (� 4 -sZO ¢ O EL PRODUCT REVISED •a camplyln� with the Florida Buliding Cod• NOA-No. 17-0630.01 Expir■timn out. 5/26/2021 By - 11711I L t,10ENSF'•.C� ' No.5870b 7k - 0�. 3ATE iF� '(V 'y0/0It, AL ENc�,� A. LYNN �II1121 2, P.E. FL P.E.# 58705 Mullion Capacity Table (batik') Opening Wdth (torverticallY-sparelirg miAiors)or Opening Helght (fbrhodmda"panl1ilg mdibm) 50 pl 601n 701n 80 In 90 In too in 120 In 140 In 160 In 126 x 315 Ractnputar Lvadd+g TrepRiIS Lording Recfarlpular I.asdm Tn6rtrianq. Ua4lnq Mcbnpupr Loedlltp 1'2p/Trmng. LOa&g Recullpulal Loadng TmpTAe q. Loa3ng Rederpular Lw Os1p TmpRdenp. Lcadng Mdanguhr Lva,filq inprtdvng. LoadOry aactangma, LseFng Tnprr, loading Ractanpuhr twding TnprNmir. LoadFp Raclaaquln Levanq Tr frd v, Inadirq x .624 Alum. Tube Mullldm .� 8 4e' % �•8 NE E €� .£ vg 5k 3& S m g'� :E .. S@. .• k "' sA a'P 6 s` E .- 0 •�g tod �J ? �e .-. �� a YE L e'"� �G ,. �'o �a� dr i °u 5 :ate B@. sae : n�. �a m �• ��a� .-.B gi �� fi' •8 ... 42, €•tee f�a P ... ��. �a' a �� _ �� a e �aa -. �@. Q -5 4 f�a B• .� �� .^ • a�� .� 8 .& v oe• sae g .S 33 'v �a 42 in 170.0 6Z 170.0 436 170.0 744 170.D 4T8 1T0.0 B88 ITD.D 506 170.0 912 170.6 51D 170.0 11111 170.0 621 170.0 1'440 170.0 521 170.0 1482 170.3 621 170.0 1736 116.0 621 170.0 1983 I7D.0 521 48 in 170.0 708 170.0 524 Iris 860 170.0 501 T70.0 9".2 170.0 630 170.0 1133 170.0 661 170.0 1275 17i 677 170D W7 170.0 B80 170A 170C 170.0 Oil 169,7 t979 1/0.0 680 148.6 1972 1711.0 688 60.9251a 170.0 747 i7B.0 561 17od 896 170.0 S31 17o.a 1C46 179.0 694 170.0 1195 1T0.0 7D 174.0 1346 1R0 747 170.0 N% 170.0 755 170.0 179C 170.0 756 t526 1877 170.0 756 133.6 1M 1704 158 641n 170.0 797 170.0 02 170.0 966 170D 591 170.0 1116 173.0 754 170.6 1276 170D 803 170.0 1434 1T00 637 ITD.D 1594 17D.0 $56 15/.4 175E Ime 861 134.1 17se 170.0 861 IVA 1768 170.0 981 601n 170.0 86F 170.0 701 1T0.0 1063 170.0 797 170.0 124D 173.0 878 170.0 1417 170.0 944 161.1 1611 170.E 996 1450: 1511 170.6 1073 120.9 1611 174.0 NO 1016 Wl 17410 ID63 %.6 1611 IWO 1063 63 in 170.0 930 170.0 146 170.0 1116 170.0 85D 170.0 1302 170.0 140 158.E 1370 170.0 1016 1392 1270 170.6 1076 126.3 1370 164.0 1n92 104./ 131C 165.9 1072 89.5 1370 155.3 1070 78.3 1370 1663 lDn n 66In 170A 774 I7B.0 Its 170.0 1169 ITOO sm 155.6 12W 1711c 1002 1362 1249 168.8 1013 t21.1 1243 147.1 1000 LOBS 12A8 139.0 989 90.8 1249 U0.4 171 771 1248 129.0 976 60.1 12" 129.0 975 e J 7P In 1fiT.8 IOa9 I7/.0 178 139.9 t0d9 160.2 692 119.9 tOf9 132.7 876 704.9 10d9 119.1 Bfi0 932 1019 109.7 8/8 83.3 ' tp19 102.7 898 69.9 IBIS 913 126 19.9 1%9 81.2 820 624 7%9 91.1 820 _ 0 76 in N27 941 149.1 822 YIB.B %1 126.e eoF 101.9 311 1112 791 89.1 941 100.0 771 79.3 941 91.7 t66 71.4 %1 85.8 767 69.6 N1 TT.B TM 61D 9/1 74.0 737 M.8 %t 73.3 736 � 70 in 172o 8% 19T,8 787 110.0 B% 116.9 167 %.3 8% 102/ 753 12.6 8% 91.9 740 73.7 69-0 8/.1 730 66.7 191 189 721 55.0 99d 70.7 707 u.t B% 87.0 781 4L9 894 88.1 691 9 90 in 85.8 671 88.7 596 71.fi 7/.9 586 61A 677 85.3 575 .7 871 60.2 666 47.7 6T1 62.8 661 43.0 671 t6s 661 36.1 871 d3.1 639 70.7 871 337 531 2fi.9 671 37.9 626 96 in 70.8 600 72.8 521 59.0 #4-... itA 518 50.6 680 53.4 bad 44.3" 690 47.6 602 39.3 690 430 494 36.4 fiso 39A is 29.6 59D 34.7 477 253 69D 31.6 469 22.1 690 29.6 46/ 1011a 48,7 461 50.8 421 41A 44 4// 26.6 411 31-1 d08 31'I ARM 329 402 27.6 466 29.7 1. 24.1 .1 27.1 311 20.7 466 11.f311 112 486 272 376 16.5 4B8 ISA 371 46.8 441 46.7 400 381 441 31.3 3M 32.7 441 34.1 387 28.9 441 30.2 382 25.4 441 272 376 22.9 441 2A.9 372 19.1/H21. 16.4 441 133 366 U.3 M1 17.1 361 126 ie 36.3 378 319 344 702 37g 31.0 339 26.9 378 26.8 334 22.1 376 23.T 329 2C1 3T8 21.3 226 1S, 3"19.321 16.1371 18. 144 in 21.0 262 21.1 2A2 1 17.5 262 17.6 234 16.D 242 1 15.3 1 236 --_ I AO LO ILA -- Anchor Capacity Table(Ibs) Substrata: 2.71K C-Id- Zak CM, I Holow cmu Filed CMIJ PT Wand Meta AnehorClp Patterns 'a a'tA Bco Uli U4•E2o Ullneon 91a' Elco UI2Con &16'E3co U1=. 114"EIL•o U81e0Dn U4^ SS F'do AggleGow 6I16' FJco U9ra<m U4' SS 11. Agpteodr 010 Sled 6elelr (C6)3crda Y12 Steal tY1291etl Scrar 105) Edge 731tarxe Qn.. i" 2-11T 1' 2_T2' 111. r 247 1" 2-112' 2 3441' 2' 0.48" 0.5r 03W Em2Cnm4 n' 13/4" I3W" I-Tf 1a4" 7 1-114" 1-Y4' 1-1/4' 1-11,C 1114^ i-Im 7 1.3m' I -Si �A. 2 Arctpn Q 4.75 Mfn O.C. / 63ardad Or Olisat Cop ff19. 1) 4 AMh= ®1.15' Mir. O.G / 51a10210 prCK% q COp Q9g. 2) 30D 4s 480 b1 9BD 1m1 7M 0a d501be NIA BXl IW NA 16M Id NIA 27013 NIA 2S0Its 380 it. 35d 1ms WA 7d01bS WA 374 IDS 841A ti64 gn WA 946 De 111A 341 :b9 6521bs 442 as sm 076 SGO I% 11201bs 4Arcton®3'MIn. O.C.I l2)215 Atgfe glP9/lFlq. 3) 78D Do 760M 6BD IDS t1iHl1b9 106 an 540Es SN its WA 760IM 745 IM $902a 1692 as 662bs &65 as IIm to, SArxlcra®030'M9i O.0 IU-co,Into.iW Alum rig. d) N/A N/A NM WA NIA NIA WA WA WA N!A WA WA N!A W.4 950 0s 1 AMir/ FCB1, 099 3j 1� D9 I 795 an 725lb, M6 Da 8'221b 1%b UO Dy 177113 170 Na 187 lbs 332 ft 473 WS 170 b9 221 be 280 to 2Mc7bA®1'IB'IAIA O C7 FCap 099� 61 T,Obf 3w On NM NW NIA NIA Ig01h1 WA WA WA WA IJA 311 bs 4q I0a S60 Ib] FIGURE 1: FIGURE 2: • • • • }I.11tiE 3: • - • • ANGLE • • • • • • CLIP MUST • • •` • • • • • 0 • IBE NUSED • • • •••• • • IRE 4: 1 5: ! • • FIOWRE 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 ANDJOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND Mk . LION 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 All 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6C63-T5 AND BE A MINIMUM OF ,100' THICK. STEEL STUDS TO SEA MINIMUM GRADE 33 AND 045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAS I' .125" THICK AND A38, 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. "7 nVK IiMYNI"rIrw (DP_) X ( ANCHORANCHOR 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. 1.25' X 3.25' X.624' MULLION FOR FIELC-MULLED UNITS 1.25' X 3.25 X .024" MULLION FOR FACTORY -MULLED UNITS PRODUCT REVISED as complying with the Florida Building Cede NOA-No. 17-0630.01 Expiravo t Datek5/26/2021 LTre/v r., No. 58705 -Q 0 'ell '•.F[oRIDP..•' N 19 G s10NAL r I 1111 ? A. LYNN MILLER, P.E. FL P.E.# 58705 Mullion Capacity Table (lbaflP) Opening Widih(brvionical"panning 11td5ons) orOpenhlg Height(ror horaortailyspanning null m) 60 n 60 in To. aP in 1 10 in 1100 h 120 in 1140 in 160 In 125z3.94 Rectang,dar Loading Trap/Tn.g- Loading Recangular 1-wiinp Trapfrmng. LaadiR9 Re6unquw Loading TaplTd. Laaenq Rartaagular Loading T. '-0. Loadng R.-rqA, Lmdirg Tiap/Cri.aq. Loading Radiano.r L.adkg Tnp?nmq. Leading Pn rgidar Loading Trap7dare Loading RezlantWar Laadin0 TropTnmg LaadmO Pe U.guar Loading TrapGriang Lmdirg I .824 Alen. Tube Mu81on `R2 d �d a �, Ea a_e"_ o o a L 8� u ua tiv o_ '" L'T u oo S 5$ G8 _ B�. Ep g o` g' u Sa 8 _ ua =o u c'6i �'P u oV 4210 170.0 620 170.0 435 170.0 744 170.0 Ole 170A 568 170.0 506 170.0 992 1T0.0 519 VIA 1118 170.0 621 170a 12F0 1100 521 170.0 USS! 1700 521 170.0 1T35 170.0 521 170.0 19W 770D 521 481n 179.0 Too 110.0 524 170.0 953 170e SEA 1700 902 170.0 630 170.0 1133 170 0 661 170.0 1275 170A 677 170.0 1417 171-0 680 170.0 1100 110.0 Sao 170.0 1983 170.0 680 170.0 2267 170.0 00 53-625a 170.0 747 1T0.2 693 1'OA 996 770.0 631 170A 100 170.0 684 170-0 1186 170.0 723 170.0 1345 1700 747 1700 1434 170.0 T60 173.0 1793 1700 758 170.0 2092 170-0 766 MO 2391 170.0 768 54 in 1711.0 797 170.0 612 1T0A 953 170.0 691 1711 1116 17(1A 754 JTOA 1276 1TLO U3 170.0 1434 170.0 037 Ime 104 470.0 056 170.0 1913 170.0 861 t70.0 W1 170.0 881 160.2 2403 170.0 $51 6Un 17to IS 1T0A 701 t70D 1063 170.0 737 170.0 1240 170-0 Olt 170.9 1417 170-0 944 170.0 1534 170.0 1It 170.0 1771 1700 1033 1T0.0 2125 170.0 1063 14113 2163 170.0 1063 729-8 Tt63 1700 1063 63 in 170.0 930 170.0 745 t70A 1116 770.o a60 170.0 1302 170.0 940 1700 1/98 170.0 /616 t70A t76 170.0 1076 7700 /859 170.0 1122 150-9 2060 170.0 11M 131.5 2060 170.0 1171 117.7 2060 170A 1171 6610 170.0 971 170.0 719 1TO.P 1169 170.0 903 170.0 1364 170.0 1002 170a 1618 170-0 1069 1700 175t 170-0 1155 770.0 1948 170.0 1210 143.0 1966 170.0 1775 1226 1966 170.0 1280 1072 1965 t70.0 12E6 7i la 170.0 1083 170.0 87B 17P.0 1275 770.0 1009 170.0 U88 /70A 1126 1700 1Tg0 17D.0 1220 154.1 1734 170.0 1315 138.7 1734 169.8 1305 115-6 1734 165.9 13M 99.1 1734 ISJ.4 1.52 86.7 1734 160.2 1392 TB Iu 170.0 i/22 tA.O 907 170.0 t3dfi 170.0 t0B0 16e5 1556 170.0 1209 147.4 1666 1652 1 t285 134.1 7556 151-5 1266 11T.9 1556 U1.3 1251 96.3 1656 128.3 1229 W2 1666 121.3 1219 73.7 1656 1212 1216 71 in 170.0 tt61 110.0 961 1T0.0 1384 I70.0 1116 155.9 14R 169.3 1245 136A 1677 151.P 12N 121.2 14T7 139.1 1206 100.1 14T7 129.6 1191 91.0 1477 115.4 1169 TI9 a77 110.1 116E 63.2 1477 109.3 1164 90 in 162C 1110 td85 986 118A 11!0 123.9 998 101.E 1110 107.3 951 90.5 1`1 9fi3 936 TIL9 1110 97.6 922 71.0 111(1 80 7 910 592 1110 T7.1 891 50 7 1110 66.8 870 44.A 1110 E2.7 870 96in 117.0 975 120.3 172 97.5 3T5 1015 as$ a3A 975 6e.] 842 73.2 q76 706 029 66.0 97i 717 Iii 565 975 65A 007 48.8 975 57.4 ISO 41.8 915 52-3 775 36.6 ITS 4q5 787 101in 12-1 771 11.1 691 68,5 771 70.7 615 68.7 771 61.3 674 51.4 771 54.3 664 dS.T 771 69.8 655 41.1 711 M.9 WT 31.3 771 3a.9 + 632 29.4 T71 36-0 621 25.7 n7 32A 612 111 in Td.7 730 77.3 181 63.1 730 65.0 850 54.1 730 56.3 640 47.3 730 494 531 42.5 T30 45.0 622 975 T30 41.1 614 31.5 730 35.6 600 2T.0 Tao 31.9 iq9 237 730 29.5 511 120 Nr 59.9 624 616 569 49-9 624 51.1 560 42.8 RM1 44.3 552 3I5 87A 39.2 34/ 993 @4 36.] 637 30.0 621 31.2 63t 1i0 67d 27.7 51S 21A 624 2d,6 509 18.7 67A 125 501 IM In 34. 4433 35.1 d00 28.9 433 294 395 24.8 43] 25.1 990 21.7 437 224 386 191 133 10.0 991 17.3 433 /8.2 376 16',LSLC I ID ----- AnchorGapaciry Table (Il7e) Sunannyx 27k 0D..(. 9.5k Can[. H"CMU Feel WU "Wood Meta ArChlo x St6-EVC0 UMram yr FkOUareton Elie, Elco Y16'EICO U'tram 1/4'Ek01.1113can 1/4'SS Eko 51117Edo 1Ir SS Ell WO Sted 1112 Steel R12 Steel Srraa(G5) Anchor Clip Pat9eme UU.. ApgrcGtllN UOracm AggnU,ar Sc (W)9c 065) E0¢ psarce (�n) t' 2-N2' 1' - 2vr 940 1' 2412' 1' 2-v7." 7 31/8' Z' 0.48" 054" 0.324" EM all II I3/4" 14C 1J/4- 15'r 2" t-t/A- 1.1/4' iAW t-vr 1-1:4- i-vd- 2 1..", i-&T vales 2 An0od; Q 475- Nft O.C.I 3arder0 a OINcI Cop . It 11 300 ma age ae I 4EU in MO Re t6N in 770IN 280 IM 354 MK Too Ite 3741M 66125 GAS be 341 to.44C Ita 560 Rnt d Attha9 a 1.75" MIR O C / S(XNarO (a aESL4J_Cnp (R9 4 AM M 700 0a WA NA NIA N/A 38D IN WA WA NM W'A WA 6821b9 E85 Ite 17Z31b5 • Andhav Ig 3' Mh O.C.1(2) 2 Arple UWS I Fg. 3S 1.1. 780 to$ See In 15M Ina IB95 in 540109 5e01e NIA ISO lm 748 M1a 61010a 78021b. 016a E65 Me 1120Ite 4AICIIOnQO.56'4N. O.C. r L•CBp•kd0.t0ONum(Ffg.4) NM NIA NIA WA NIA NIA WA WA WA NIA- WA WA NA NIA 9267 and '---- 1 Atzrer/ F P'.Q 5Y 11G M im Me - IW 44510a I MOOS t351" 140 to 177 IM 3m IN 107 Mat I " 473 be 170 be 221 R5 29012 2Anc 1.79' Min. O.0 / FCYp (fi0. 6J 240 ®3 350 Me NIA NIA NIA NJA. 1901o0 WA WA N/A W'A WA 341106 442 0>6 5%O Ibfi • �it RE 1: • • ,.,.RE 2: • •Elie • • •• •• FIGURE 3: • • • • • • At• • • • ANGLE • •� ••••�• ••• • • CLIP MUST E D USE • • • •• N FI.RE 4'. FIGORE 5: •:0010(BIRE 6: ••S. • TABLE NOTES ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP_)X Hn11+11.2 4.Tar.,a,,,r�,, ANCHOR CAP.,,,, MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUAUFY ADDI I IONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY.TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 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 AO 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PIN2E'WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM 0' .100" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125" THICK AND AM ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 410 8 #12 ANCHORS INTO WOOD MAYBE S I EEL, 18-8S.S. CR410 S,S. 125, X 3.94" X.624" MULUGN PRODUCT REVISED a3 eomPlYing With the Florida Building CCoCca NOA-No. 17.0630.01 Expiration Date 05/26/2021 I / ONN LYNN '�` • y1GENSF ��l(� Q cc %S'ONAL 0' A LMNNMWER, P.E. FL P.E.# 58705 ' Mu16on Capacity Table bstle Opening Width dor witice"panning mJlions) or Opening Height (for hottz"lly-Sparring mullions) 50 in Win 70 to 80In s0 in 100 in 120 i1 140 In 1601n 2 z 4 x 26 Red.o.1.1 Loednp TfeyTnmp. LoednO lim-h gins, Loadrp Trap/0tan9. Lwdng Reclengulx LOadn9 Loadmdn9 Trwl`T.1 cta uk 7raprTd-9. L-°wine Re°tary�a L-ding T fllden9. L-dnp Reffhngulbr Loedw tlap)rsen9. L°a619 Rat pila' L�9 Tn OTnang• Lnedc g Rxidan9ular Load V T,*Tr** Loaft Fe twVuls Leaft T1ep77nan9. Load Alum Tube �. y g £ ,.-. a�42 �. in 170.0 620 170.0 435 1700 144 770.0 476 170.0 ILO 170.0.0 B12 170.0 619 170.0 111a 170.0 621 170.0 1240 170.0 521 170.0 14g 170.0521 170.0 1735 170.0 521 170.0 1993 17CO 521 705 1TO,0 E24 170.0 550 170.0 61N 170.0 992 170.0A 1131 170.0L 961 170.0 1275 170.3 677 170.0 1417 170.0 SW Vail 1700 170.0 600 1M.0 1983 IMll 680 170.0 2267 17D.0 080 50.W5In 170.0 747 17D.0 093 170.0 896 170.0 631 W0.0 1048 17Q00 1195 170.0 723 170.0 1346 170.0 747 170.0 1dB4 170.0 758 170.0 1793 170.0 756 IM0 2022 ITD.O 758 170.0 TJ91 770.0 756 841n 170.0 T97 170.0 612 170.0 956 1".0 691 170.0 1116 17Q0.0 1775 170.0 B03 170.0 1434 17D.0 837 170.0 1594 17MO 856 170.0 191J 1T3.0 M1 170,0 2231 170.0 801 17C.0 2950 770.0 881 Coin 170.0 885 170.0 701 170.0 1083 170.0 797 170.0 1210 L7Q0 170.0 1417 170.0 944 170.0 1594 170.0 996 170.0 1771 170.0 I= 170.0 2125 170.0 10M iM.0 2479 170,0 1063 IWA 2RB0 1700 1033 63 In 17Q0 9M 1740 745 170.D! 1116 170.0 860 170.0 1302 17Q0 170.0 1488 170.0 1010 170.0 1673 170.0 1070 170.0 1659 170.0 1122 17UQ 223/ 170,0 Iieg 166.7 2552 170.0 1171 14S.9 25M 170.0 1171 66h 1700 974 170.0 789 170,0 1189 170.0 903 170.0 1384 17Q0 110.0 1356 170.0 7088 1T40 i15J 170.0 1155 170.0 1H8 170.D 12f0 1740 �J'38 170.0 12TJ 1519 2437 110.0 1�8 /32.9 2177 17Q0 12e6 721n 170.0 1063 170.0 878 170,0 1275 170.0 ION 170.0 1488 170.0 t70.0 17M 170.0 12M 170.0 1913 170.0 Isis 170.0 2125 170.0 1387 145.8 2134 170.0 1489 124.8 2194 170.0 1529 1092 2154 170.0 1530 S76In 170.0 1122 170.0 937 170,0 1340 170.0 LOBO 170.0 1570 170.0 170.0 179/ 170.0 1322 16LI IM 170.0 1421 148.6 IWC 170.0 ISO 1218 1900 151.6 15" 10&1 1860 154.0 1535 92.9 1980 152.7 1531 78in 170.0 1151 170.0 9W 170.0 13e7 170.0 1110 1700 1611 170.0 170.0 1s4] 170.0 1309' 1627 1561r.7 1474 137.d 1661 lMi 1500 114.5 1661 147.3 1473 682 1MI 139.8 1459 85.9 lain 137.6 1454 1n 170.0 1378 170.0 i1M 149.1 1390 tw.D 1218 137.8 13gB 1a6.0 171.E 1398L 1119 9A4 1398 11821M.6 1147 743 1198 89.8 1122 87.8 13gB 827 1103 65A 1J90 76A 1Wa061n 147.4 1229 151.E 1D98 122,9 1229 127.0 1076 1053 1229 11C2 AZ. 1229 1044 81.9 1229 1020 73.7 1229 02A 1115 61A 1229 72.2 993 52.1 1228 60.9 9T7 N.1 1220 62.1 967 105h 103,5 871 106.8 977 46.3 g71 89.0 1i82 74.0 971 712 64.7 971 837 67.5 971 825 51.8 B71 56.3 875 13.1 B71 48.0 7B8 97.D 871 44.0 782 324 071 40.8771 III In 964 019 07.3 632 79.5 919 81.9 619 68.1 919 70.9 806 58. 919 794 510 919 ie4 47.7 919 61.0 774 0.7 g19 44.0 7B8 34.1 010 40.2 74] 29.s gig 311 772120 in 75.5 766 768 716 62) 188 84.5 705 53.g 7B6 SSA 893 47.2 756 600 41.9 786 s77 97.7 736 40.5 888 111$ 786 34.0 03 27.0 786 31.0 641 23.9 78e .41441n 43.7 546 142 504 36.{ 84a 37.0 188 312 6{6 31.9 491 77.3 50 4s6 24.3 846 479 21.8 50 22.0 474 Is2 540 1 10.5 484 15.8 5 5 172 1 465 19.T 616 153 448 AnchorC9p Patterns 2 6e Ancnm lyre• 9172 E1c0 U91BCOn I ll4`EIc0Ut2g0n I U1M-°I Y76'ElcOlsllam I V4'EICD UIOacon IAgire11 ��I U92:m0I Ilf AWWaSS Fix Co l Scw((75)I c"(GSSleN ` Strea(G5) ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPo)X(AMNCHOR CAP.,,,,"„„=ANCHORCAP.- ULLION CAP.,,e,,,,,, USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUi RFD' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 15 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. PRODUCT REVISED as comp) ng with the Florida Building ode NOA-No. 17-0630.01 Expiration Date 05/26/2021 By Miami and Product Control s NOTE: FCR THE OFFSET CLIP•USE THE�J441 ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. • • • • Is • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEE f 24. O � PICOA91: FIGURE 2! FIGURE 3: • FIGURE 4: • • • 4i • • • •' • • TABLE NOTES: 0 • • • • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR 2.000" 111111 LYNrd�� : • GENERAL INSTALLATION METHODS. �� ,oN . •. '•.� % •• • • • ` ��11'�.� �10ENy �� 0 FIGURE 5: FIGURE 6: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS SALLOWABLE C',•' ;�� • • 0 ••• • • 4.0 00" 250" •A• N0. 58705 '•_ ` • • • ` • • • • • • •• •• • . 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN OE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED. APPROXIMATE HOLE ,7 ' A '• APT'EO • •R40URE7: • • • • • FIGUREIR•F"RE9: F 14 • ANGLE CLIP ) SUBSTRATES; CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT� SOUTHERN PINE WITH AN SG OF 0.55. ST ,(. i \'�1 '�,�ORIDP.•• G\�� s��• • (FIGURESS&6) •� • T BE (CM U) SHALL CONFORM TO ASTM (>90. WOOD SHALL BE PRESSURE -TREATED YELLOW ALUMINUM SHALL BE 60Gi-TS AND BE A MINIMUM OF.125"THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND,046"THICK (182X STEEL TO BE AT LEAST.125' THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3RCREW ax 2� MULLION �/ �/eO�A�• L1II�N ••:MU •.• N PAIRS.ED N:� GAUGE). STRUCTURAL THRFADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY 5E STEEL, 18-8 S.S. 0R 410 S.S. A. U012% 2P.E. FL P.E.# 58735 I AOLC 7,3A mu69n Capao Tabloth Me Opening Width (far wnica"panrirg mullions) or Opening Haight (for hCrbrInISPpsparrllrg mUlloru) 501n 601n 70In 80 in wIn 1001n 120 in 140h 1601n 2x6x.26 R•atatylr l-Em Tnp'Tiae. Lmade9 Rectanpiew Lmdng Tnp/Teii g• Loadbtg F,-tender U.Ang T'M/Mere. LOadng Ractt-gJ•, Loodng Tra9lTnmg• LOednu R.Dirgter Loadrp Trip: TDa'a Loadip R.Wgda' LOedng 7FapTid". Uoft R-hin04r Loedrlg Tred�ang. Load,v Ft d nyler L-Ing TnWTAare. Laad'ng PedenP�O+ Usdre haplTrlenO. Loodng Alum. Tube Muillon a o pfi u _ II'_ V c 9�.@��21. g d` 1 S B� ��c y_ o CD drK y' u 5� uharc dr5 ? Til, a� o Gr'K� gZ QGm T-1211. S d' Ia 68 6 d� 8 �ay 2 d8 �t v�'K FB dam¢ 421n 17C.0 020 170.0 435 170.0I 744 170.0 479 iIOD 888 V0.0 506 170.0 992 170.0 SIP 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 527 jMe 1736 170.0 S21 1T0.0 IOM 170.0 S21 481n 1700 708 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 17D.0 1133 170,0 M1 1XII 1275 170.0 577 170.0 1417 170.0 8d0 170.0 17D0 170.0 ON 170,0 1883 170.0 880 170.0 2207 170.0 680 50.625 In 170.0 747 170.0 M3 1T00 898 t70.0 631 1T0.0 1048 170.0 681 170.0 1195 1700 723 170.0 1W 170.0 747 170.0 1404 170.0 750 170.0 1793 170.0 758 170.0 '20A2 170.0 756 170.0 2391 170.0 756 541n 1700 797 170.0 612 170,0 M 170.0 Ei81 170,0 1116 170.0 754 IM.0 7275 170.0 603 14U 1700 WT 170.0 1594 170.0 850 17" 1013 2126 2231 170.0 881 170.0 2221 170.0 881 1700 2550 1700 881 80 in 170.0 US 170.0 MI 170f) 1083 170.0 797 170.0 1240 170.0 870 1 00.0 1117 170.0 844 1584 170.0 S&8 170,0 1771 170.0 1033 17&0 170.0 170.0 170.0 10a3 7189 170.0 17D.0 2479 2603 170.0 170D 1063 1171 17D.0 1T0.0 2833 2875 170.0 170,0 1063 1171 831n 170.0 930 170.5 745 170.0 1116 779.0 050 170.0 13C2 170.0 W 110.D 1438 1T0.0 10f6 1673 V0.0 1076 170.0 1850 170.3 1122 = BBN 1700 974 170.0 789 1N.0 1169 170.0 903 170.0 1364 17C.9 1002 170.0 1558 170.0 I-. LT53 1100 1155 170.0 1848 170.0 1210 1700 2398 770.0 127d 170.0 2727 170.0 1288 1?0.0; 3117 170.0 1iBe 3 72 in 770.0 1963 110.0 178 170.0 1275 170,0 1009 110.D 1488 170.0 1126 170.0 1700 170.0 f228 19f0 170.0 131d 170.0 2725 170.0 1387 170.0 2550 t70.0 1489 770.0 2875 170.0 1529 1?0.0 54C0 170.0 1530 7a ; 1 00.0 7122 170.0 237 170.D 1U6 170.D 1050 170.0 1170 170.0 1209 170.0 17S4 170.0 I=0 2016 170.0 '421 !70.0 2243 170.0 7505 170.0 2892 170.0 1tT29 170.0 1140 170.0 1694 770.0 3589 1711.0 1703 70N 170.0 7151 170.0 f67 170.0 1381 170.0 1118 170.0 1011 170.0 f2"A 170.0 1812 1700 13690 [17 2072 170.0 74A 170.0 2302 170.7 1564170,0 2763 170.0 1700 90.0 32213 170.0 17T7 170.0 3683 170.0 1786 90 in 170D 1328 170.0 1144 170.0 1594 170.0 1328 179.0 IMS 17C.0 1498 170.0 2125 170.0 16530 2391 1700 1723 170A 28M 170,D 1910 170.0 3158 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2361 8611 770.0 1417 170.0 1232 170.0 1700 170.0 1434 170.0 1983 170.0 1622 170.0 2267 170.0 1764 2550 170.0 1932 170.0 2833 17LD 2085 160.0 3100 170.0 2339 137.1 3199 I66.8 24T0 120.03190 /50.1 2428104 in 170.0 15% 170.0 1409 170.0 19fa 170.0 1647 170,0 227i 170.0 1870 170.0 2150 170.0 207A8 2781 40.0 2271 148.3 2781 101.0 2333 123.8 2781 140.4 2201 105.8 2781 I25.B 2234 92.7 278/ 118,0 2190 177 In 170.0 1036 170.0 1431 170.9 1986 179A 7700 170A 7293 t70.0 1832 i70.0 26?I 170.0 21488 2632td232245�31 2832 148.{ 2210 1t5.6 2632 126.4 2165 97.8 2832 118.1 2128 B54 720 in 170.0 1771 Inc ISM 170.0 2126 170.0 1Me1S4.4 72V 15&9 ISM 135.1 2252 10.4 10841 2232 1272 1938 177.2 r152 6d9 1838144 125.1 1584 12B.8 1445 704.3 1584 108,1 1425A0.4 1564 B13 1407 78.2 15& 80.7 13a0 1864 72.3 13T3 1504 63.7 1. 52.1 1554 58.0 1330 M.7 1584 4B1 7305 N.1 1581 Ld.4 1283 I Abl. InIJb---- Anchor CapacKv TabW 11he S-tnilc 2.Tk Concrete 3.5k Caw. Moll" CMU _ FIIW CW PT Wood Metal 5/16' [be .. ' SS Boo y19' Bc0 1/4' SS Eko fH0 Steel 9125feel 412 Sled Clip Paftema A.h" TyP.: YIP Eka Ulbeaan 1/4" Elco UBracon Utrwon YW Eft.U11-1 Ile R. uce:on A9Qa0awr UBtaton A09re0681r. Srmw(G5) 9daw (G5j Saew (GS) Anchor Ede, OBt•w•(In} 1• 2-irr 1• 2-10 3-118' 1• 2-1/2" 1• 2-w 2" 3-1,8'7.84• _ 0.524- Emhedmen' ): i:u4` 1-34' h'la' 13/a' r 1-1/c 1-114• 1.1/4^ 1-11/• 1.114^ 1-1:4• r ^.4S' IJ'8' wbe 2AnO- Q 4.75' Mh. O.C. / S1rd.M a Octet Cllp �'19. 1 d2): 39016a 3B0 M 4501be � the 1844 be 2M we 260 158 3641bc TO U. 374It. 66a 1b4 946 h• 341 Ibe 4121b. 560 b• 4 MOM 0 4.W Mln 0. C.1 &landed (a Offset) 01p (Fh. 3), 780 I n 78011. 9001b. 1780 Ibe 323210e 540 0a NO the 708 The U80 In 7481he 1272 Ib /892:6s 882 wa ai5 ihs 1120 Ibe 8 Anchors Q 1.71• MIn O.0 / StaMad (a, Ob .t) Clip (Fl , 4} 11801ba 14W Ibe 1010 Ina 2501ba WA WA W Ibe MIA 1D65 lr WA NIA N/A 1363 the 1770 IW 2240IG 4 Anahae D 3• Min O.C. / (2) 2x5 MOb CNpa / (Fq. 5): 780 Ee 711 We (J. Im 1560Ib. 1593 Ibe 540168 5801bs WA - 760 Im 7481he M0 lb. tee- ba 0921be SS61be 1120 ib. 8 Ancnaa 3• Min. D.C. / (2) tt5 Mpb Clpe / (F17. 8): iW01M 15601be 1360 Iba 3120 ]be 37921W 10031b8 1120 We N/A_ 1520 Iba 14901 1TM Aa 7784 6a 1363 Me 1T70 •a 22401b. 12 Atxhara ®t5' (2) 233 AI10k d09 / Fq. t): 10800» 21001te 1440 be 37B0 IM WA WA 13M 1ba WA ISM Ibe � WA WA WA 2065 8u 785a 1h 3380 Ibe 4 Archaad21.34' An. O.G•OO'Y, Yta .125'Ahtn. Fig. B): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 1430 Ibe B ARE- ® 0.84' Mini .) Up. Ia0.125' A•n. 99948 WA WA NIA WA WA WA WA WA WA WA WA WA WA NA 2661 lb• 2 Atwhae ®4.68° Mln. O.CJ Fdlp (F�. 10): 4880 be 3901be 4501be 090 IDa t816 ws Z70 I06 260 Me 9091as 7401ba 314Ib� 636 R» B461ba 341 Ibe 6421b 580 be 4Ac 1.T1 N.O.C./F-CB 1011): 901b. 7001ba SDS Ibe 12981be WA WA 470 Its I WA I 5MIba I WA I NM IN/A 6821M 8B51hd 11-010. f"F• FOR THE OFVEF CLI j. USt I Ht9hAA4t AfNWILIK I'AI I rr1N ANu AN1.- A7URE 1: FIGUIIE 2: FIGL6ra3• • • • FIGURE 4: FIGURE 0: • [.-. • ••• P�I�•: FIGURE 6•: FIGURE 7: FIGURE 9: FIGURE 10: FIGURE 11: ANGLE • • CLIP (FIGURES • • 5-7) MUST BE • • USFO IN PAIRS. iNI: H UK I:AYAI:I1 T AUJ US I MGN I r'VM-uteri,: (DP„)X ( ANCULLIHOR ONCAP.CAP.\ _ANCHOR C4P.,,, M,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE `ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUI REMEN7 FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. II WILL YIELD A MINIMUMANCHOR 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 MULLLENGTHS ANO/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 -PI CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM ODO. WOOD SHALL BE PRESSURE -TREAT YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEAMINIMUM OF . THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND 045" THICK (18 GAUGE). STRUCTURAL STEEL 1---2"-0001 .250- 8.000" LED ED 125• TO fl - BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2- X S' X .25- THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, I"S.S. OR 410 S.S. MULLION PRODUCT REVISED as comp Ingde with the Florida Building o NOA-No. 17-0630.01 Expiration Date 05/26/2021 .�` (3NY LYNAf r ' C a . 1,10ENSF'• �,. No.58705 44/ ATE 1V d1S/oNA(.(. 0 \\\ • A. `'TrYl 04rik P.E. FL P.E.# 58705 1HOLC rYM MuIU0n Ca ae' Tahle Ihs8t3 Opening Width (for wrtipfy-Spanding mUllaro) or Opening Height (for h0rIMrU*4parrrrg mulerm) 501r 601n 701n Sol. 90 in 100 In 120 in 140 In i60 In 1.26" a 2.11" Ratangula L."ril Tmp(rrtag. LPadkg Aedaroula' Loading 7r WTriarg. Lo ling ReoLergWx L-ding TraprTlIDng, Laacrg Rectangular Loadlr�g TmPfTn•g I.oadky RelangWaz L.oadi(p Treprrdang L-d g Recatngul6r L adi g Trap'Tnang. Loading RMc wVular loading TmPiTnsg. W dkg R.-.q a Leadkg 7.P/T-,D- LoWrg ReolanguW Loading 'MN'Tft% Lwdng z.125" Alum Tube Mull n'' `$ 42In 141.2 528 -67.0 428 120.2 5W 14&9 419 1010 S28 138.9 414 90.1 526 134.6 411 80.1 526 134.1 -11 721 520 1341 411 60,1 $26 134.1 411 61.8 528 134.1 411 4&1 6Z 134.1 411 48 i1 H&6 403 '.03.0 373 80.5 400 94,7 325 6'8.0 403 MA 320 80.4 433 81.4 317 63.7 413 79.1 915 I&3 403 78,6 374 40,3 403 78.8 314 34.3 403 78.6 344 30.2 403 6 31/ 'A.625 In M,3 362 H1.0 301 We 3M 79.3 2S4 S&e 282 71.9 289 51.5 M 67.2 2W 45,7 362 64.6 294 41.2 962 83.6 203 34.3 3R2 83.5 283 29.4 362 SaS 263 25.7 2W fM5 283 c 54 In 6T.8 318 74.1 267 56.5 318 642 281 4a3 318 &f.7 25B 424 316 63.6 263 37.7 318 W,8 250 33H ate 455 24g 2B.9 318 49.1 248 �2 318 49.1 248 21.2 31E 49,1 248 60 In 49.5 258 53.1 219 41.2 2W 45.7 214 35.3 250 40,7 210 30.9 269 27.2 207 27.5 2W 34.0 204 247 256 33.4 Z03 20.6 2% 322 201 17.7 258 322 21 15.5 26A 32.2 201 63 in 2-7 234 466 a]0 35.6 231 39.1 195 30.6 234 34.7 192 26.7 734 31.6 1M 23.7 234 29.4 156 27.4 734 2&0 1B9 17.A 234 26.8 183 15.3 234 26.5 /85 13.4 2W 28.5 1W e61n 37.2 213 39.4 163 31.0 213 33.7 179 28.5 213 293 176 W.2 213 27.0 173 20.6 2F3 2&t '.70 7&B 213 23.7 169 13.5 213 22.2 187 13.3 213 220 156 11.6 213 ?23 t68 72 in 28.6 170 20.7 166 MA 179 259 167 20.4 175 22S 748 17.9 178 2&3 147 16.9 179 10.7 ',45 78in 24,3 181 264 140 2D,3 181 Ig 17.4 161 19.0 135 tE2 161 17.0 1. 78 in 22.5 152 23.5 133 18.8 152 1&1 162 1 17.5 128 I ACLC -140 -- -- AnchorCapseltyTahbjibe) 6ukairdK 2.7k Cuncmle 3.�kCrrc. CMU 17W CMU PT Wapa Meal AnchorCtp PanamaEdge rena Typ;' 9i16'EkD UI12ta1 17d'Bc0UltRrm 5/16'Eko Uttrgm _ 3r16•EKDUaacm V4-Ul -n mr SS Elco A99re0alor 5/16'Eko M-- 174'55 Eko AeGatr p10 SA lew �-;-P Screw (35) t»anrd6 (Ink 1" 2-t/2' 1 2-tfl 9-VB 1 - 12-%7 2^ Jt-174" :-VC Z4EmOmnentbz 13'a' t374•13'4 1-V4,i-W . 1-1/4' 1-114•3/ V7/195 4 Armors ®3' Lan. O C ! (27 2r SAtpk 4109 / . tf 710106 7- oA 6AOita 7$' I04 1a16 ra 640 r60lbs VA 7W lea 743 m 1 MO R. 181410a 682 rx_ Affi in6 'A30 Is •••• a••FTG RE 1: • • • a•a•a•' • • ANGLE CLIP MU51•B a PAIRS. •a••• •• • •• •• • • a • • • •••••• • • 0000 • • ••••00 • a••• •a•• ••a•a• • • ••a• • •• • • • TABLE NOTES ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP„„) X r MlCHOR CAP..,,,,,,\ _ANCHOR (:AP.,,, \MULLION CAP.,„„.- / USE THIS FORMULA TO OBTAIN THE "ANCI IOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO CUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND Sf IECr 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) SURSTRATES: CONCRETE SHALL CONFORM (O ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 60E3-T5 AND BEA MINIMUM OF .125" THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045 THICK (18 GAUGE). STRUCTURAL STEELT BEAT LEAST A 25• THICK AND ASS. ALL ANCHORS ',NTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 1" S.S. OR 410 S.S. w PRODUCT REVISED as eompI& vNth the Florida Building Code NOA-No. 17-0630.01 Expiration Date 05/26/2021 Nllamlk- ap roduct Control 1u11irirr o141` D NV �'�� • 47GEN,pF • , �� i *.:• No,58705 �0 ATE 10NAL EN,�. A. L1<NNMILMR, P.E. FL P.E.# 58705 I /iDl-C IJF1 __ Mu6on Capacity Table (Ibsfki) Opening Width ftr wrtical"per^4i1g mullions) or Opening Height (for Mr zor9edy-spanning mUnon ) 50 in 60 in 70In win 901n 100 a, 12D in 140 in IS) I. 3,25" 30 Reclangllw L-AM TreNT6an8. L-dM Reclan&s Loading InaW0en9• III Mdang0e Loafing TrapTTnan9.R LoafingLoafing aP/Tder�g. Reetanglls :.oetlh9 Tmp/Tday. L-Z Reetvrgiar L0adn9 T-Prfd4ng. Leedng Recemglbr loedlg TraplTdsp. Loafing RactanOWr Loadn9 TraplTram Leafing RedanBlda Lacdle 71aW7nang. imdno SAYNAILL DEG,ALTj T t �42In � a v ,, t a r a zr .--^ ,� a z, �'. S P .+is '« 170.0 620 170t 47a 170.0 744 170.0 478 170.0 $61 170.0 5050.0 51S 170.0 1110 170.0 521 170.0 1240 170.0 521 170.0 1488 170,0 621 170.0 1735 110.0 521 119.1 1140 170.0 121481n 170.0 70B 170.9 S24 1700 850 17e0 584 170.0 992 170.0 0300.0 8B1 170,0 Y173 f709 077 170.0 1117 170.0 680 152.2 1522 170.0 680 130.5 1522 17a0 680 1142 1522 170.0 600 50.525 In 170.0 747 170-0 583 170.D NO 170.0 1i11 170.0 1046 170-0 W4 170.0 1195 ITO0 723 170-D 1346 170.0 747 164.2 1443 170.0 756 134.0 1443 170.0 756 1173 1443 170.0 758 102.0 1413 1700 756 Uln 170.0 797 170.0 012 1700 958 170.0 091 170.0 1115 170.0 754 170.0 1270 1700 803 160.4 1363 170.0 837 144.3 1363 170.0 656 120.3 1363 i70.0 861 103.1 1393 170.0 861 90.2 13.T170.0 8B1 50 in 170.0 895 1700 701 170.0 1083 170.0 797 187.0 121a 17&0 e79 140.1 1210 170.0 1530 944 120.9 1210 159,E 936 116.9 121a I- I -4 074 12H 140.1 013 53.5 1218 146.1 913 73.1 1218 14fl1 913 83 in 1700 930 /70.0 745 170.0 1170 170.0 B50 1502 7150 168.8 933 131A 1160 .4 118.8 1150 1419 906 1.I 1150 I]42 885 878 1150 126.7 871 75.1 1150 f262 6T0 65.7 1150 iffi2 870 66 i1 170.0 874 170.0 700 152.4 1048 185.8F7- 130.6 1048 148.0 984 114.3 1D45 133.1 em 101A /0/8 123.4 Me 91.4 1048 11fl5 830 762 1048 109.4 321 65.3 104a Iaa.2 818 57.1 1MB 106.2 Ina 721n 140.E 800 147.0 784 117.4 800 126.0 100.9 M IMS 734 83.0 BAC 100.0 722 7&2 860 92.0 712 70.4 B80 882 7" 58.7 8W 792 G83 50.3 am, 76.5 68e 40.0 Sao MA We J 7a In 110.7 780 125.1 E90 98.! 790 1aeA an. 05.3 790 93.3 663 7{.8 7% 83.7 892 86.5 79D 76.0 843 3&8 780 71.7 035 4B9 790 e"_.1 1124 43.a 780 82.1 018 97.4 700 81.6 617 791n 110,8 750 116.5 657 02.3 750 9&1 644 79.1 750 85.9 6M 69.2 750 77.1 621 61.6 750 70,6 612 M4 760 SM 59.4 594 39.9 750 562 598 71.6 750 65.b b8a 90In 721 8W 74.{ 500 80.1 SW 829 491 61.6 583 54.8 483 45.1 563 489 475 90.1 563 44.4 468 3&1 S6J 40.9 36.2 452 25.B 667 33.3 446 22.3 a89 3f.a 44280A 4% 81.1 443 49,5 4% 51.3 435 424 4% M.8 427 37.1 4% 39.9 421 33.0 485 38.1 419 29.7 4% 332 29.f100 21.2 4% 2&e 90{ 18.8 {% 25.0 3901081n 4f,7 3Bf 426 3S3 74.8 791 359 348 29.8 391 31.1 342 26.1 391 21.6 337 23.2 391 24.9 333 20.9 391 2t0 W.I2 19.7 311 14.D 79f 17.8 315Ili in 794 J70 SB2 3J5 32.0 370 33.0 3W 27A 370 2&6 325 24.0 370 75.3 320 21.4 370 22.8 315 1a2 970 ?A.B 18.1 We 1201n 30.4 317 30.P 289 253 317 28.0 264 21,7 317 2Z5 240 19,0 317 10.9 278 /&9 317 17.9 2>3 1441r 17.8 220 17.0 203 IMML 7JD Anchor Capacity Table bs Subslrats 2.7k COMM- 3.Sk Caro, He0aw44U Filed GNU PTW d N-W Anchor Ctlp Patterns ArrolarT Ype Nie" Elco Ulaaoon 1/4' Elco'Jltrecm 5N8• Elea lhncon 3/15" Ei. UOra7on IN^ E. Ulaacon 1f4" SS Ek0 AOgaONnr 5f13" Eloo tmlaoon iN' SS Ebo A9ge6aror i10 6teat SOnw (GS) 712 81ea1 Screw (GS) 4125retl Screw (G5) -50-(In} _ 1' 2-L2' 1` 2•tYY 3•i73" T 2-'JP _r 2-iR" r }1/8" Y 0.48• 0.E4" 0.324" Embednml (trrrl 1:N4^ 1-J'4^ T.i/4' 1�/4' 2' f-1/C 1=/4'---1-114' 1-iN' 1-1N' 1-1 /4" 2" 1-318" 1.318" unea 2 Moore O a Mn, O.C. / (2) 2a Arrole CPpe ((F19. 1)' 390 ba 380 p+ 45016a a90 A. 1700 9m 270 U 290 It. 35416e 74016e 37A Iba 720 Ibe 948 I m 341 Ibe 4421be 5w I4 Alarhae ♦ 3.S Mtn. O.C. / Rl 2a5 Anpfe C€Pa / (FIO 2I' 780 ba 7801ba 7901hc WO Iba 2525 W $40 Its 5801W WA 112D RI _ 1050 to 7481ba 000 Ole :382 Ee 6821ba BJE Ih. 1120 1.8 Anc11ora @ 2.71' MIn. O.C, / (2) Lt5 AI19k Gips / (FI9. 3t t t201ba 11201be 050 IW 2246 lbe 225416a WA 8401ba WA NIA 13201ba N/P. 10221ba 17Y/ 0x 186010a FIGUR 10 • • • •••• • so • FIGURE 2: • • 000 •••• • •• ••• • FIGURL3 • • • • • • •••• • • • • •• • ANGLE fiW:04GURES 1-3) MWST BF•(LSED IN PAIRS. •••• •••• • • TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON LSING THE TABLES ANU 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 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE I IOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55, ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .G45" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18.8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: = ANCHOR CAP. -_ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 30" BAY MULLION 3.250" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.01 Expiration D•leOS12612021 By miami-drde, Product Controi 1 * No.587D5 IS SATE O 0NAL 1Ea ` A. LYfN �4tiLLER, P.E. FL P.E.# 58705 Cl) Mullion Ca ttTabls b6At' Opening Width (for ledcal sparring mullions) or Opening Height (for hof ntally-eparnirg muflionc) 50 in 6o In 70 in 80 In 1 601n Ion in 120 in 140 in ISO in 3,26" b6 Reclenpd• Loaang TrWniarq. L-dn9 fmdane" Loadng Tfw/Tda L®dng Raetnoder Laadl TioMinn9. Loedirp Rectangular Lcedn9 Trap7Trieng. Lowing Reetano8a Loading MwTBatg, Leadrlp Reciangul Lowing TnpfTriarg. Loa&& ReetmgAer in.dr0 TwWTimV, Loading Reetanpuka Loading Ttepiriang. Loading Rectsnptler Loadng T1ap/7rlmq. Loading DEG. AL BAY MULL a v is a 85 �� b��E`'R` r d e. �Q a s- a a v a_ u9 £ 0 _ c r 'aIS li e b o z^ a_. na a r$ 2• d cS u 3 u ^_ o a rs o a 3 a d 2- i p � a E 7a 42 in 170.0 Ta 170.0 436 170.9 744 170.0 478 k70.0 We W0.0 505 170.0 002 170.0 519 170.0 1110 170.0 521 170.0 t240 17ILC $21 170.0 1488 170.0 521 170.0 1735 170.0 521 1B03 1871 1700 521 45n 170A 103 !70,0 524 170.0 SW 17UO SB4 170.0 002 170.0 BJD 170,0 7133 170A 881 170.0 1275 170.0 677 170.0 1417 173.0 a30 163.7 1637 170.0 90 /40.3 1637 170.0 600 122.8 1837 110.0 No 50b75 in 170.0 747 170.0 W3 170.0 896 170.0 SIM 170.0 1046 170.0 $84 170A 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170-0 7W U7.1 1562 170,0 758 125.1 1552 170.0 756 110.4 15M 17UO 706 541n 170.0 797 170.0 eft 1701 956 17C.0 601 170.0 111$ 170.0 754 170X, 1275 170.0 803 170,0 1434 170,0 $37 1552 1455 1710 856 129.3 1450 470.0 661 110.8 1455 170,0 861 97.0 1455 17MO Sol 80h 170.0 885 170.0 701 170,3 1063 170.0 797 170.0 124D 1700 9M 157.1 IW9 170.0 944 09.7 1309 170A 996 125,7 1309 1835 IW 1D4.6 '.300 157.1 $82 89.E 1J09 157.1 982 75.0 1309 167.1 002 031n 170.0 833 17D.0 746 170.0 1118 170.0 850 1829 1247 170.0 940 142.5 1247 154.5 9a3 120.7 1247 1510 965 114.0 1247 144.3 952 95.D 1217 17E.2 936 51.1 12l7 195.7 SM 71.3 1247 135.7 935 as in 170.0 074 170.0 780 170.0 ttl8 170.0 903 148A 1190 163.1 985 129.8 1'90 147.8 015 115.4 1190 136.5 926 103.9 1190 126.4 Ota OBA 1190 119.5 "a 742 11lo 11 E.1 893 84.9 1180 118,1 803 c 721n 7E1.8 1010 160.8 877 13{.7 1010 1M.6 858 715.4 1010 1272 842 101.0 1010 114.7 E2E B9A 1010 105.8 877 80,6 1010 9E.9 877 07A 1010 90.8 795 7 1010 87.E 790 60.5 1010 17.7 78D J 781n U7.4 9(16 k41.6 792 114b 908 1220 7TS BB.I 908 107,1 - 85.0 9d8 99.2 799 76.J 900 eE.2 T7E 88.7 fI08 823 729 67.3 906 74.7 716 49.1 00e 71.2 7f0 429 908 709 708 78 in 127.1 B61 132.fi 754 1059 8B7 1725 738 90.8 E81 ae.6 725 78.4 661 80.J 71J 70A 081 87.0 705 6J8 861 75.4 834 63.0 981 88.1 691 45.4 861 84.5 875 39.7 8B7 83.7 872 Bo in 627 048 85.4 574 63.0 046 721 564 59.1 646 02.9 564 51.7 848 58.1 545 48.0 tWe 50.9 537 41.4 G46 47.0 530 34,5 849 41.5 619 29,6 a46 382 511 25A 646 38.5 507 981. 682 568 7C.1 505 56.5 588 591L499 48.7 50E 54.4 491 428 SO 45.0 483 37.9 668 41.4 478 34.1 568 %1 470 28.4 588 33.{ 459 2/.3 688 30.5 452 21.3 $58 28.7 447 1081n 47.9 449 46.9 405 39.9 449 412 34.2 448 35.7 393 28.9 .1 31.1 337 26.6 449 28.4 382 23.9 449 26.1 377 20.3 449 227 US 17.1 449 20.4 361 15.0 449 18.9 358 4.1 475 45.0 385 35.0 425 37.9 J1A a25 329 373 27.0 426 20.1 387 24.5 /25 282 352 221 425 24.0 358 18.4 425 20.7 350 15.8 425 16.6 34329.1 304 29.8 24.9 384 25A $21 21.9 364 228 317 104 364 20.1 313 17.5233 10.0 253 17.1 - ino�c i� Anchor CapacIty Table(be) Sub.tmio: ZA C-ttc 3.51, 0... 1 Ha9-cmu RIM CMU PT Woad Mew AnthOr CBp Padema AnGnr Type: 3n6^ Eko Ulm. 4Embedi,t 1/4^ Eko Ultreoon 5116' Eko U9ra001 3/16- Eko Ulta.en 1/4' Eko Ulaxon 1IP 55 Eko AppeClaiof 5'10• Eleo 99RCOn t/4' 98 Eko ApprtGe(ar 910 Steal ScteW (G5)SCRx 912 steel (OS) 012 Steel 3aee (G5) 2-12• 1•2-tfr &11 1^ 2-1/21^ 22 2" 3-1/e^ r 0.4e• C.54• 0.324- (in): 1314' 1-3'4' 13r4° 7 1-114' 1.114' 1.04- 1.114' 1.1M' 1-i/Y r t-3/6' 1-3w lade 2 Andes @ Y Wm O.C, i t2) 205 Arge alp.I (wo. 1Y 3901• ' 390 b. 450lb. BMW lb. 1700 He 270lb. 21t01 W 354 IM 740 be 374 IM 720 Ibe 9461ta 341 In 412:be S80 15a 4 Ameo• ® 3.5' Mib O.C. I R) 2.5 MOB C9pe I - . 27 780 be 780 A1s 7901W 10701W 2526 to 540 lb, NO lbe WA 1120 The 7481ee 890 6e 130lb. 692 Nw 6851be 0 Anaha. @ 471^ Min O C.1 (2) at We C11p. / (10- 77 11201b. 1 11201W 9581ba 22461ta 2254 fie WA 8401be WA IOU 1be I WA 13I0 014 WA 10221W 1327 an 1000 Ibe •••• FIGURE•1: • • • • FIGURE 2: • •••••• ••••• •• • 1.... • •• • • • • • FIGURE••••• • •••• •••• • •• • •• ••• • ANGLE CL"FIGURES 1-3) MOST -"ED IN PAIRS. •••• •••• • 41 • 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 ANDMULLIONCLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DMENSIONS, SEE SHEETS 2-.-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS, 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (-_MU) SHALL CONFORM TO ASTM C-OC. WOOD SHALLBE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6C63-To 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. 010 & 912 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DPm) X f 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 I HE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE 125" �I PRODUCT REVISED as complying with the Florida BuIl g Code NOA�Io. 17-0630.01 Expiration Date OW2612021 ,7" LY v S FP _ * : No. 58705 =70 STATE i CC 40RkDPI.. •'01� � s / A.�NN d'/1I LEFT, P E. FL P.E.# 58705 j 1 ow. - ,25" 2.000" r 125" 1r I 1"X 2' X .t25" MULLION 6063-T6 ALUM. X-SECTION -1 T- .125• 2.000" 375' T V X 2" X .375" MULLIUN 6063-T6 ALUM. X-SECTION STANDARD CLIP 2.000" 6063-T6 ALUM. X SECTION .125" 5.500" I1 TO CREATEUT 375" .376" FETO I-----3.t25" "'j CREATE SEE _ MIN. MIN. _ r DETAIL F, SHEET4 I I I I A STANDARD CLIP ' 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOLNOARY. SEE SHEETS 5_17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1N0". • -5.500" .375' •• • • *'aMIN is17� • • • MIN.. I • • • I • i • I raa•a• I •••• I I •a • I •• I • it B • • • ago: OFFSET CLIP a a •R763-T6 ALUM. .125" 70PVIEW ••aa a••• • • .74G'-1-��-- -I •a• • *go* • •• • • • 2.126 U-CLIP d063-T6 ALUM. X-SECTION --i .740" F^- 336°MIN. A I U-CLIP B063-T8 ALUM. TOPVIEW Zr ENTER OF ANCHOR OLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE Nt-"UM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + IIIV. TABLE B V X 2.75" X $50' MULLION 6062-T6 ALUM. XSECTION 2X5 ANGLE CLIP 6063-T6 ALUM. 2.000" XSECTION 125" 5D00• 376" MIN. 2X5 ANGLE CLIP 6063•T6 ALUM, TOPVIE'N CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE, MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER - 1;1V. Mull Dimension (sheet#) PGT Part # Mullion Std, Clip Offset Clip U4Iip Angle Clip 1" X 2' X.12S' (5) 66605 666113M 6661118M 666243M 666511 M 1" X2" X.375"(6) 666D06 666114M 6661119M 666244M 666512M 1" X 2.75" X .375- m 66607 666115M 6661120M W6245M 066513M V X2.75" X.6E0"(8) 666M 666118M 6661121M 686246M 666514M V X3.125" X.500" (9) 66637M 6861116M 6661114M 666242M 6%515M 1.25" X 3.188" X .266' (12) 66641M 6661117M 6661113M 666241 M 6S651 GM 1.26" X 2.11" X.125" (16) 69370 N/A NA NIA 886517M NOTES: 1) HOLES TO 6E DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5-9, 12 S 18 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS 8 ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. TABLE A Dimenslon Value On) For Mullion: A 1.625 1" X2' X.125" Aluminum Tube Mullion B 2-� C 0.895 D 0.740 A 1.125 1' X2' X.375' Aluminum Tube Mullion B 2.404 C 0.635 D 0.490 A 1.875 1' X275"' X 375AIuminum n Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 ,' X 2.75" X .860, Aluminum Tube Mullion B 3.000 C 0.476 D 0. B36 A 2OCO 1" X 3.125' X ,500" Alum Tube Mull 8 2637 C 0.863 D 1.137 A 2.625 1.25' X 3.188' X.265" Alum Tube Mull B 3.282 C 0.862 D 1.762 A 1.813 1.26" X 2.11' ,121' Alum Tuba MuII W z yN w � N J J y � W V) O z M N i LU ZZ C) PRODUCT REVISED as comp) ng with the Florida Building ode NoA-No. 17-0630.01 Expiration Date 05/26/2021 BY Mlaml- Product Contra `111ui i„/i� * No. SR705 �� FS ''F<ORIDP .•'G�� A�CX7� Q21'�.E. FL P%8705 -1 1.000" - -{ 1.000" 4.00(r" 4.000" 25' 126" .125 R.1-1 1"4"X.126"1"X4"X.375 MULLION MULLION 6063-T6 ALUM. 6363-Ta ALUM. X-SECTION XSECTION 1.25' X 3.25' X A00' 125" X 3.25" X .624" MULLION MULLION 6005-TS ALUM. 6005-T5 ALUM. X-SECTION X-SECTION 1"X 4'X.375" 'T'-MULLION 6M3-T6 ALUM. X-SECTION 1.260" 3.94" 100" 624 _� ---{ .820" 1-- 1.25' X 3.94' X .624" MULLION 6006-TS ALUM. X-SECTION .375' MIN. 2875' .t25" STANDARD CLIP 2.000" 6CO3-T6 ALUM. X-SECTION I 125' u.auu 3.125" CUTHERETO _ CREATE F-C_IP, SEE i DETAL F, SHEET 4 I I 1 I I I I I I I I I} I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I rt: STANDARD CLIP ZTEROF ANCHOR HOLE MUST LIE 6053-TS ALUM. HIN THE DASHED BOUNDARY, SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1116", 740' 125' I 2.125" U•CLIP 6083-T6 ALUM. X-SECTION 125'r 375" F .375"� MIN. I I I I I I I I I I I I I I I I I 2.250" I I I I I I I ( I H I I I 1 I I I I I O OFFSET CLIP ,125' 6063-TB ALUM. TOPVIEW NOTE-* • • • • • • I?Ti 1) HODS TO BE DRIL•ZED IN THE FIELI}IL� eMIfG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS IC, 1 t, •1� 19 & 20 Ft S1 BATED, APPROXIMATE HOLE LOCATIONS, 8) SEE SHEETS 2-4 FOR GENERAL INS:ILI4TI71164ETHODS. 0000 0000 0 0 2 000" 2X5 ANGLE CLIP 0003-TBALUM. ull N XSECTION ,126" z N U Z CENTER OF ANCHOR HOLE MUST LIE WrTHIN THE DASHED BOUNDARY. SCE SHE=-TS 10-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ 1/16'. .375' CENTEROF ANCHOR HOLE 1 MUST LIE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 10-17 rOR THE ANCHOR O.C. DISTANCE MAXIMUM 1 ANCHOR HOLE DUN!ETER: ANCHOR DIAMETER, 1n8'. U-CLIP W03-TO ALUM. TCPVIEW TABLE C Dimension Value (In)j For Mullion: 1' C 4" X O 1.000 .125" Auminum H 2.680 I 3.000 Tube Mullion F 3.187 1" X4" X G 0.751 Aluminum H 2.430 1 3.000 Tube & "T' F 2.250 1.25"X3.25' G 0,750 XAWI Aluminum H 1.500 1 3.250 Tube Mu91on TABLE D 5.000' 375, 1 MIN. MIN. r_________ ___________i I I --------------------- I I I I I I I I I I I I I I I I I I I I I I TABLE C, CONT Dimension Value (In) For Mullion: F G 7.938 0.500 725' X3.25" X.624' Aluminum Tube Mullion H 1 1.438 3.250 F G 2.026 1.125 726' X 3.94" X.624" Aluminum Tube Mullion H 1 1.500 3250 F 2.619 30' Ba Mull F 2.876 46' BayMull 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW Mull D'nnendon (sheet#) POT Part# Mullion Std. Clip Offset Cup U4Iip An0le Clip 1' X4' X.125" (10) 89364 666111M W51122M 6e6241M 806518M TX4-X.375°(11) S6610 SU112M 6661123M 68S242M 868619M P X4" X.37S "P (11) 1,25' X325" X.100' (13) 1.25' X325- X.624" 114) 86653 201WI20312 20101120316 666112M 6661127M S661128M SM1123M 6081124M 801126M 866242M 6602410M 6662411M 566519M 6665115M 6665116M 1.25-X394-X.624"(15) 20162 8881117M SnM1126M SM241M BM517M 30 DepRe (19) 66849 WA WA WA SM5110M 45 DepMe (20) 66M WA WA I WA I 6665111M PRODUCT REVISED as com y1 with the Florida Building Cole NOA-No. 17-0630.01 Expiration Date 05/26/2021 ��'' VICENSF'• y i ` * No. 58705 �s •'•FCORIDP. ••'� \C\� S � ��NAt1Ea�1 A. LYNN MILLER, P.E. FL P.E.# 58705 Mull Dimension (sheet#) PST Part# Mullion Std. Clip ll-Cllp Angle Clip 2° X4"X.25" (IS) 68602 666261M 666271M 6665112M 2" X6" X.25"(17) 68604 668262M 666272M 6665113M --1--125" 1 STANDARDCLIP 6063-TBALUM. 2.000 X-SECTION NOTES: I .125° 1) HOLES TO BE DRI'LED IN THE FIELD FOLLOWING I DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 1.490"- 3) SEE SHEETS 2-4 FOR GENERAL INS 1 ALLATION METHODS. 5.500' ...._..... CUT HEP.E TC 3.500" rC CREATE F-CLIP, 375 2.000° - .3%5" MIN. _ _ r _ SEE DETAIL F. SHEET _ I MIN. r-------- I ---� I 4.000" I I j I I - I- - - - - - SAW .250" 2" X 4" X .25" MULLION I I 6063-T6 ALUM. X-SECTION I ------------ I STANDARD CUP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. .250" WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16'17 FOR THE ANCHOR C.C. 7DISTANCE. MAXIMUM ANCHOR HOLE DIAMFTER: ANCHOR DIAMETER+ 1/16" COT HERETO r�2.000"_.1 .375' 3.500"CREATEF-CLIP, ,375" _ SEE DETAILF, MIN. I r SHEE74 F MIN. I •••• I I I I I • • I 1 • •• • •• •••• • • • ••••• • • • • .250° • 6.00S • • • • • Te - i- - -T-- - - - j 4.888' •••• •• • � •• •• i � i 6.438' • 2'Xfi'X2S I I • • • • • • IRUlL•ON • • • • • • •60B3T6 ARJM. 0000 • • •i(•S�ION • •••••• I • •••• • •• •••••• • • • • • • • STANDARD CUPL_ .250"-' • • • 6063-T6 ALUM. •••• •••• • • TOP VIEW --� f--.125' U-CLIP 6-T6 ALUM. Z.12 5" X-SECTION I 125" --1.490'--�-i T I + 3.438' I UCLIP, 60633T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE CASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. . DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCI IOR CIAMETER-1116". .375' L C'JP 6063-T6 ALUM. USED FOR 2" X. 6" MULLION. FOR 6" MULLION, SHEET TOPVIEW Ir---1 F- .125" 2X5 ANGLE CUP 6083-T6 ALUM. 2.000" X-SECIIUN 125' L... 5.000" 375' MIN. T--------------- ----1 . I I I I I I I I I I 3.438" I I I .375' MIN. N. I I 2X6 ANGLE CUP CENTER OF ANCHOR HOLE MUST LIE 0063T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + VI S". MIN. PRODUCT REVISED as complIng with the Florlda Building Code NOA-No. 17-0630.01 Expiration Date 5/26/2021 By L Miam / e Product E;on ro lullnr. •" . No. 58706 .375" 7Ir _ MIN. U S'ONAL e A. LR, P.E. FL P.E.# 58705 EXAMPLE 1. SINGLE VERTCAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4", THE OPENING REQUIRES ADESIGN PRESSURE OF+60.0/-60.0 PSF. R 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE THE MULLION LENGTH IS 72- AND THE OPENING WIDTH IS 32"+32+1"=65". REFERENCINGSHEET25, THE COLUMN USING g NO ANCHORS'N HEAD --- RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR 0. MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4"AND WILL MEET OR EXCEED THE DESIGN PRESSURE OF +eO.0/-60.0 PSF, IF THE TABLE DOES NOT SHOW THE EXACT SOS, USE THE NEXT LARGER SIZE AVAILABLE. 70') MEETS DEPTH HOWEVER THE DESIGN PRESSURE IS +/-58.3 PSF REQUIRED AND WOULD ^++ t; 5 FROM TABLE S& SHEET 7, THE 1"X 275" X .375" MU -LION (LENGTH = 72", OPENING WIDTH = THE REQUIRED, 5! FENESTRATION PRODUCTS DETAILS, SHEETS NOT BE SUITABLE FOR THIS APPLICATION. n i APPROVAL, 2.3 FROM TABLE 4A SHEET 8, 7HE 1" X 2.75" X .650" MULLION (LENGTH 721, OPENING WIDTH = 701 HAS A DESIGN PRESSURE OF +/-723 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE ' T2" OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLION LENGTH - 2) USE TABLE 4B 70 FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FCR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12.ANCHORS AND THE ZX5 �N (� t y � W 4 4 ANGLE CLIPS WITH (4) 412 ANCHORS HAVE A CAPACITY OF 886 LBS. THOUGH EITHERONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. Z _ oE-ats, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATICN PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, Of MULLIONS OR FENESTRATION PRODUCTS, WILL SHEETS APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE j N 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. D: 8 IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF, THE OVERALL MULLION SYSTEM WAS UEIFRMINED TO BE 72.7 ESP WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FCRMU LA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 636 LBS W in F ce)o O 00 W Z NO ANCHORS IN WINDOW SILL --I —MULL YJID'H (60 PSF) X ( , 524.8 LBS (MAYBE USED TO QUALIFY # 10 S-EEL SCREWS FROM TABLE 4B) OPENING WIDTH 72.7 PSF THE BUILDING SUBSTRATE 15 KNOWN 10 BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH IS 2.30, THE OPENING REQUIRES A be DESIGN PRESSURE OF+50.0755.0 PSF. -J ram^ FOR THE VERTICAL MULLION: rn rn 1; INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH 15 32'+72"+1'-106" AND THE OPENING WIDTH IS 36"+36"+1" -73", REFERENCING SHEET 25, I- N c THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN 7HE MULLION TABLES FOR A MULLION THAT IS A7 LEAST THE WINDOW FRAME DEPTH OF 2-M" AND WILL N 0) g O p0 .. MEET OR EXCEED TI IE REQUIRED DESGN PRESSURE OF +50.0/-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE-, USE THE NEXT LARGER SIZE AVAILABLE, LU A c EXAMPLE 2: MULTIPLE MULLIONS SEE DETAILS, FROM TABLE 3A, SHEET 7, THE V X 2.75" X .375" MULLION (LENGTH -106", OPENING WIDTH = 80") MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSP O' U) Y Muu vnoTH—i�-•- SHEETS23 AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U �: 3 FROM TABLE 12A, SHEET 16. THE T X 4" X .250" MULLION (LENGTH = 108", OPENING WIDTH = 8M HAS A DESIGN PRESSURE OF +/-84.7 PSF WHICH EXCEEDS THE REQUREMIENTS Q a IL Z U) V FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. to s.0 a 3P _ SEE SEE PENEsrRA-10N oETAILs. BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPEN NO WIDTH IS 36"+36"-T-74", NOT 73" AS PREVIOUSLY VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, TIE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN sr24 ASSUMED. PRODUCT REVISED APPROVAL APPROVAL N THE 73' DIMENSION (35-i/Y+35-172"+2"=73"). as eom lying with the Florida - } l _ , 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRE LE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED Building Code NOA-No. 17.0630.01 I VERTICAL i I CONCRETE HEADER AND SILL ARE B" WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION ` - -- USING THE STANDARD CLIP WITH (6) 3/16" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2" GIVES AN ANCHOR CAPACITY OF 1050 LES WHICH IS GREATER, AND E-pkatlon Data 05/26/2021 LENGTH SEE SEE THEREFORE SLIITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 9T. LBS. W DETAILS. DETAIL E, e SHESTs2A SHEET OF FOR THE HORIZONTAL MULLIGNS: It y Miam de Product Contm HEIGHT • • • • BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X MUL LION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER N w p 7T • • • • .25O" MULLION TYPE COULD BE CHOSEN. N • • • �/ • � • 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72'+2" =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAYBE 0 • • • USED. FROM TABLE 12A, SHEET 16, THE 2" X 4" X .260" MULLION (Q LENGTH = 42", OPENING HEIGHT = 120 j HAS A DESIGN PRESSURE OF+(-170,0 PSF WHICH EXCEEDS THE • • • *:*a*: • • REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPUCATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LES. s • • S IT '• 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBS -RATE. IN THIS EXAMPLE, ASSUME THE CMU JAM ES ARE 6" z • • • • • • 16V • • WIDE. IF THE MULLION OUP WERE TO BE CENTERED WITHIN THE 6", CARE MUST BETAKEN TO MAINTAIN THE FASTENERS 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 w 1 I 1 I III,- _i ANCHOR CAPAGTY OF 521 LBS. �� p1Y LYN % • • • aa........NM • 36'. NORIZ. 3B', HOR12. • 4) FOR THE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 521 LSS. TAELE 12B FOR THE U-CLIP SHOWS THE ANCHOR ;. t\GENSF'• D = • • •MULL LEN(IF��N1Y•FyGTH� CAPACITY IS IOTA LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE,.FOR THE REQUIRED ANCHOR CAPACfTY REQUIFtEMENi Of 521 LBS. THE Z . Q•:' •Cf� Y • • •OPEAAI TH FOR 1.",, rI�UC1 I—' ANCHOR TYPE 18 A #12 STEEL SCREW. No. 58705 • • • • FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: a -� • • *a:*** •••• +/-64.7 PSF FROM THE VERTICAL MULLION; +1-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO CMU; ^ N '• �� %0 •••• •••••• +/-170.0 PSF FROM THE 3T HORIZONTAL MULLION ATTACHING TO THE VERTICAL MUL60N (INTERSECTION), ® ,n '., SATE F�.;. G(7� • • • • • • • • • THE LOWEST DESIGN PRESSURE IS 4/-64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. F i Fss•. ton10P, • • a "'/,!ONAL • • • • • • • • • • VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION 4• • PRODUCTS, WILL AFPLY TO THE OVERALL ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN g A. L4i KIOLW, P.E. • • • • ACCORDANCE W17H THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. U FL P.E.# 58705 •• EXAMPLES OF RECTANGULAR LOADING: i i � I / � PW I S DH 4 ,4 • ' LOADING OF VERTICAL 41:1`1LEN • LOADING OF VERTICAL MULLION •P!RlEL OF HINGED"MWS NOT CA*Tj VIJ WVNCHORED WITH INTERSECTING HORIZONTAL MULLIONS • I I I I I I LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED FORI' ---- , v I LOADING OF VERTICAL MULUON j WITH INTERSECTING HORIZONTAL MULLIONS I i • EXAMPLES OF TRAPEZOIDAUTRIANGULAR LOADING: � rlmj/1 JKV_Ii��_ tI 190- 0— N LOADING OF HORIZONTAL MULLION IIIIIIIIIIIII�. �----- I I �i r LOADING OF VERTICAL MULLION O� �O N PW PW o (0 "6 Z A i w O / J IX m O V � z z Z s LOACING OF VERTICAL MULLION L J fi N N Lu o m, Pw v) 01 a z e o ch OJ Q O EL � a O s, SH/DH PRODUCT REVISED as oom Iyingg Ith the Florida / Building @ode NOA-No. 17-0630.01 Expiration Date 05/26/2021 D LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: 1 Mia a pro act Gontrol— 1) DRAWINGS ARE RERESEUTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. / 211FTHE LOADING TYPE CANNOT •``ONY LY/yN�''�,,� " '- R1/ BE DETERMINED, USE PW RECTANGULAR LOADING. ��,�;� .• �,%GENSP Q�.•' •� 3) SEE PRODUCTS' APPROVAL FOR No. 58705 � *' ACTUAL ANCHOR LOCATIONS. ;. •. a:00 A� O•. TAT : �4 �N LOADING OF HORIZONTAL A. L/sTaNAL TNINIMIhdP.E. MULLION FL P.E.# 56705 M NAM 1•DAI]E MIAMI-DARE COUNTY M61OHN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90' & 135° corners -- L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its 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 regtle�st o; hg $uil4in$ Official. This NOA revises NOA# 16-0629.06 and consists of this page 1 and elidence:)aWS 11 1:aijd F-Z, as well as approval document mentioned above. : : : : The submitted documentation was reviewed by Jorge M. Plaseneia, P.. ... .. . . . .. ..• i NOA1Vo. ?1420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 • . • . • • • • . . Pagel . •• •. 10 . .. .• ... . . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123. 10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under NOA No.16-0629.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202--94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123. 10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94, 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.g. ... • • • • • . • Note: The test reports No. FTL 5980, FTL 6001 Ind FTL 6MSh'avk 4edn revised ..... . and reissued on 12/29/09, signed and sealed by JuliQ.•C•ro�..le.u* • ; • • • (Submitted under NOA No. 09-0826.10) ! - .. ••. .. Aarge M.Plaseacia, P.E. Control Cimit Supervisor • • : : V6^4. t7-Z1420.12 • Expiration Dafe: February 17, 2020 Approval Date: September 28, 2017 • • • • • • • • • • • •• •• • • • •• •• PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) S. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. I5-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014) and FBC-6" Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-5;b Edition (2014) and FBC-611' Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I. approved on 08/04/16 and expiring on 02/17/20. ...... . . • • .. •. . •. . • .tgrge M•Plaseacia, P.E. • P� Wl Cd"troi trait Su;ervisor :. : NA^v. 171420.12 expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 ... . . • • ••. . • . • • . . • • . . . . .• .. . . . .. .• SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES ? GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 23 DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33.113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES- ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE. HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9)TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FFL-6033, FTL-6036 AND FTL-7554 TART F R_ SEE DETAILS ON SHEETS 4 & 5 Description (Ustad from Exterior to Interior) 7/16" Laminated: (2) Lxes onfur H3 Glass Wlh .OST PVB hdodayer 9/16, Laminated: (2) Lies of 1/4' HS Glass with .OW PVB Inlerlayer r 7/15' Laminated: (2)Lkasof 3/15" HS Glaae with .OW SG Interlayor9118' laminated: (2)Lkes of 1/4" HS Glass with .OW SG Itdedayer 1" Laminated I.G.: 3116' T Eltedor Cep +318" Air Space + 7/15' Iamketed; (2) Liles cr3/10" HS Glass with.OW PVB IMedayer 1" 1-wrl- ed I.G.: 114' T Exteror Cop + WIG' Air Spsoa + 7116" Laminated; (2) Likes cf 3/1G' HS Glass with W PVB Medayer G8 P laminated I.G.: 3116' T Extetim Cap + 318" Air Space + 7115" Laminated; (2) Utes cf 311w HIS Glass with .090" SG Intedayer GeA V Laninated I.G.: 1/4' T E.t.d., Cap+ &16" Air Space + 7/16' Lemlnalod; (2) Utes of 311G' HS Glass with .090" SG Intedayer G7 7/16, laminated: (2)Lles of 3li8" ANN Glass vdth .090' SG Intedayer GIA 91IT Laminated: (2)Ues of 1/4' ANN Glass with .000' 30 Intedayer 8 V Lannated I.G.: 3116' T Extedor Cap + 318' Air Space + 7118" Laminated; (2) Utes of 3/16" ANN Glass wfth .090' SG Nteriayer o G86 1' Lamnated LG.: 114" T Estedor Cap+ 511V Air Space+ 7/W Laminated; (2) Lite* cf Yid' ANN Glass with .09W SO Intaleyer 'ANhT=ANNEAddA g• 'HS" = HEAT STOLUIME140b QMPERED • -.090" T SIFOL®PV B`/ KURARAY AMERICA, INC. "SG-=.090" SEIR'RYJLAS•�Y KURARAY AMERICA, INC. •••••• DUGNPREEIIjWQATA I IMPACT RATING •�E TABLE3UF• •(•J• RATED FOR LARGE & SMALL SHEETS 6,788 MISSILE IMPACT RESISTANCE CODS l STANDA"(sl D: J:2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 2014 FLORIDR Sl! PIRCOCODE (F:BC), EDITION s�1�IME13C0-Q9 • rtA1Q511AF&PA iktAMR WOOD CONSTRUCTION -ALUMINUM WSIGI,"'INUAL, ADM-2015 -AISI S199-12• • • %NSC 350-10 • • GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 DESIGN PRESSURES .......6-8 INSTALL DETAILS..............12-14 F.I. R VATI ONS.....................15,16 PANEL ( SILL TYPES ......... 17 CROSS SECTIONS ............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21.22 JH 104XV17 I C I UPDATED TO FBC 20/7, REVISED TABLCS i, Z 3 & A I N. VENICE, FL ems (941)4604600 CERT. OFAUTR. 429M GPWfdaeraaxr TABLE A: Anchor Group Anchor Type Frame Member Subctmte MI Edge Distance Min. O.C. pismnca Min' Embedmentcr Metal Thickness A #12 18-8 SMS, (Fy=60 kai, F.= 95 ksi) #12410 SS SMS, (Fy= 90 ksi, F�= 110 its 1) _ _ All Scuthem Pine (SG = 0.55) 9716" 7/8' 1-318' 6063-T5 Ahiminum 319, 9116" 0.090" A30 Steel 318" 9/16" 0.050" - Gr. 33 Steel Stud 318' oil 6" OO45" (i8 Gal 1/4' Elco A(gm-Gstol• Fy=S7 k31, Fs=96 ksi All Concrete min. 2.22 ksi) 14/2" 3" 1-J✓8" Jamb I P-hook Filled Block ASTM C90 2" 3" 2' Jamb! P-hock Hollow Block"TM COO 2" 3" 1.1/4' All SmAhem Pine(SG -0.55 1" 1" 1.315" B #12 Steal EMS (Gr. 5) (min Of 3 threads beyond metal substrate)A36 All Southern Pine (SO -0.65) 0116" 718' 1-318" 8063-T5 Akiminum 3/8" 111 0.090" Steel 3/8" 9/16" 0.050" Q. 33 Steel Stud _ 318" 9/1 a" 0.045. 18 Gal C 114" Eloo UltmCon• Fy-155 ksi, F"=177 ksi All Concrete (min. 2.85 its]) 1' 4' 1.318" Jamb I P-hook Hollow Block (ASTM COO) 1' 6" 1.1/4' 1N" Roo UltraCcnm Fy=155 Kai, F�= 1-17 Kai Concrete m . 2.85 kal) 2-1/2" 4" t-are, Jamb / P-hook Filled Block ASTM C90 2.112" _ 4" 1.3/4" Jamb I P-hook Hollow Block A3lM C90 2-1/2' 8" 1-1/4" D IM" 410 SS Elco CreleFlek• Fy=127.4 ksi, Fc= 189.7 kal Head ! SIII Concrete min, 3.35 ksi 1" 4' 1-314" Jamb 1 P-hook Concrete min. 3.35 kal) I" 6' 1.3/4" Jamb / P-hook Hollow Block(ASTM C90 2.1/2" 1 8" 1 1-1/4" All I Southem Pine SG a 0 5'sl I I.I 1' I 1-3/8" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCI IOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 6) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THRFADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. PRODUCT REVISED 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK, as complying with the Florida PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code NOA-No. 17.0420.12 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS Expiration Date 02/17/2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER B y LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miami- a Product Control THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RFCORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS l I I I y NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, FULLY �` ANY LYNA/ i� MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO ....... \ L10ENSF1� ,� �1� '^ THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED = * : ND. 58705 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED = : /} BY THE AUTHORITY HAVING JURISDICTION. =7J''• lit �; rwoese, i0�'•.. F GENERAL NOTES AND MAP .' 6' ' • �toRl1,.• ' ?;` .... G0�' _ o NAL SERIES 770 ALUM. SGD - LM IMPACT j 11" 'I'll wi..lrar.e w: mwaaw a^' a a...eTS A LYNN MILLER, P.E. ® SGD-770 ;1 a '22 PG70130 C P.F..# 58705 CONFIGURATIO EXAMPLE CONFIGURATIONS 1)ALLCONFIGUNSNONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL "JW, "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE NOM. PANEL WIDTH NOM. PANEL WIDTH PXXXXp, pXXXX ORXXXXp. OXXX IN POCKET CONFIGURATION PER TABLES 1-3 Aw ` PER TABLES 1-3 aw CAN BE OXXXp. 1 3 J 2) 90° & 135-CORNER CONFIGURATIONS CAN BE A COMBINATION Jw OF ANY 2 STRAIGHT CONFIGURATIONS. 1 l I � Jw Jc � � 13 9 a I o g 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. MAX. UNITGc / 2 MAX. UNIT HEIGHT / 1 1 e y HEIGHT I , k s "X" = OPERABLE PANEL, PER TABLES 1-3 x PER TABLES'I-3 / / 3 - "O" = INOP[F ABLE PANEL, q I I u� p" =POCKET —DETAIL LETTER POCKET I LS fl-- PoCKF_7 I y _1\fji d-- Qx .—ro"=WOOD OR METAL INSTALLATION 1-PANEL t 73 2-PANEL CC$// "c"=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATION�—SHEFTNUMBER MAX. UNIT WIDTH NOM. PANEL WIDTH A c NOM. PANEL WIDTH _ PER TABLES 1-3 le t3 3 PER TABLES 1-3 I I ILL v MAX. UNIT HEIGHT 1a 1s PER TABLES 1-3 J- I I c 1 o E, o MAX. UNIT 1 I�� HEIGIfT PER i tt°77 W TABLES 1-3 POCKET j y 3-PANEL CONFIGURATIONS 1 13 13 • • MAX. UNIT WIDTH • 914' PANEL IRIDTH • A A3 13 72 t *PER TABLES 1-3 • • • � 19 •19 1fl 19 • IEIA)C. UNIT •HEIGHT • t 1 0401,TABLE91-3 • • •••• • • • • 54 CONFIGURATIONS • • ••• NO CHANGES - I MAX. UNIT WIDTH �� DLO WIDTH= NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" -J\r--- I KIP 1 Jw Jc /ILL AL I 1 79 70 1 14 1 Tao POCKET j 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM, PANEL WIDTH PER TABLES 1-3ri n is Jw Jc I 94 1 I w w MAX UNIT g & 4 HEIGHT 19 f6INo '�' SEE z THIS x / s / SHEET TABLES 1-3 to POCKET rwi, 1 I L EXTERIORR o �f at n1'S�1241t�i�� A VEN/CE, FL 34276 (941)4361600 CENT. OFAUTH NZSM CORNER, TYP.' (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) EXAMPLE CONFIGURATIONS SERIES 770 ALUM. SGD - LM IMPACT wsum,sor.: �.ro� SOR770 NTS ' 2 - 22 PGTO130 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expimuon Date 02117/2020 No. 58705 S,�� •' S7 TiE - T / /ONAL EN A. LYNN MILLER. P.E. KE.S 58705 EXAMPLE CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT �\ HEIGHT, 1 1 LL/ 96" OR 120" l NOM. PANEL WIDTH PER TABLES 1.3 MAX. UNIT }j HEIGHT PER TABLES 1-3 NOW PANEL WIDTH • • • I.9ER TABL�S 1-3 • 1 1 1 � I • 1 JAX. UNIT• 1 1 1 �•H�EIGHT I • V4 ABLES 1 • • • .•.•.L/I • • MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH // I JL I [.111ILL /// 8-PANEL CONFIGURATIONS I .1R 1 04,DM/17 I G I NO CHANGES THIS SHEET. I A VENICE, FL 34275 ,%41) 480-1600 CER7. OFAUTH. OR$ C101603i/r.—I M AvLan-1 PC. AURRWBBE6H+vEo CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw". "Jc", "Kw" OR "KC" INSTALLATION. 1 EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR )O=p. OXXX IN POCKET CONFIGURATION '�`�--- Jw Jc I CAN BE OXXXp. 1a i 2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 1 o a_ NY, 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. o W "X" = OPERABLE PANEL, POCKET j "O" = INOPERABLE PANEL, POCKET DETAIL LETTER /3a-, W = WOOD OR METAL INSTALLATION C 7 "c'=CONCRETE INSTALLATION 3 SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH -7' 1 DLO HEIGHT= DOOR UNIT HEIGHT - 10.125" PANEL HEIGI IT = DOOR UNIT. HEIGHT - 1.866" / z a ZRI I I POCKET j Jw I I � 4 4 WOO I°n�w POCKET EXAMPLE CONFIGURATII SERIES 770ALUM. SGD - nrwa4x nue: SGD-770 NTS 3 - 22 PRODUCT REVISED as ."'Plying with the Florida Building Code NOA-No. 17-0420.12 Expiration Dato02117/2020 t1\11111I * No.58705 •�� 0 STjTE of '•. F�DRIDP,..'. \�� PACT " �()NAL 1e\ G"" A. LYNN MILLER, P.E. PGT0130 C P.E.#56705 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7i16" NOM. 7/16" NOM. 3116" HS GLASS 3/16' HS GLASS .090" PVB .090" SG 3/16" HS GLASS 74 3/16" HS GLASS 71 B2 62 EXTERIOR 3/4" NOM. EXTERIOR 3/4' NOM. GLASS (�� GLASS a BITE r BITE 3/16" HS GLAS .090" PVB 3/16' HS GLAS: 3/8" AIR SPACE 3/16" T GLASS EXTERIOR a 1 " NOM. 3/4" NOM. GLASS BITE 7/16" LAMINATED GLASS, TYPE 93 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 9116" NOM. 1" NOM. 3/16' HS GLASS 114" HS GLASS 1/4" HS GLASS 090" PVB .090" PVB .090" SG 3116" HS GLASS 1/4" HS CLASS 74 1 /4" HS GLASS 74 5/16" AIR SPACE 74 -- 114' T GLASS PRODUCT REVISED 82 B2 as complying with the Florida 83 Building Code • 3/4" NOM. 314" NOM. NOA-No. 17-0420.12 EXTERIOR EXTERIOR 3/4" NOM. GLASS GLASS 124-127 Expiration Date02/17/2020 GLASS • • . a • BITE BITE BITE :• • EXTERIOR Miam Da rotluct Control ,ply• 8 81 a • 79 • •• ••• 54 54 _ 55 • • •• •• _ •'9/16" LAA*TED GLASS TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A • in • • • • • .�`� pNY•LYry7y '�'. • •••••• �''•10Ero � hjj •CIMING NOTE•S't • • • • ; * ;' No. 58705 P •WN"=ANNEALED • • _ �j * = "HS"=HEAT STRENGTHENED -'O �, � • SEE SHEET 15 FOR SPACER DETAILS. - I �•-=EMPERE1i• ��0 )0 % ® iWaTECHNOL0GY0WvE a-w TA E � fpUB" _ .090" TROSIPOL PVB 8Y KURARAY AMERICA, INC. N.VENICE, FL 34275 O ` "SG"=.090"SENTRYGLA?BYKURARAYAMERICA,INC. (841)teotiLao GLAZING DETAILS '.,�s "'.< CERT. SERIES770ALUM.SGD-LMIMPACT '0VOARILN0.��." wro/D5/97 vwrar ALYNW "a" PERr — N'rT roruawm®.+.c ill 10110114 u�a,orm rracmm 30D-770 /�lT$ 4 m 22 PGTOf30 C P.E#587as GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1"NOM. 7/16" NOM. 1" NOM. 3/16" HS GLASS 3/16" ANN GLASS 3/16" ANN GLASS .090" SG .090" SG 3/16" HS GLASS .000" SG 3/16" ANN GLASS- - 3;8" AIR SPACE 74 3/16" ANN�SS— 74 3/168T GLASS AIRSPACE 74 3/16" T GLASS - _E 3/4' NOM. 3/4" NOM. EXTERIOR 3/4" NOM. 1za•t27 GLASS a GLASS 124127 GLASS BITE BITE BITE EXTERIOR EXTERIOR 4 a80 79 79 55 54 55 11 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM, 9/16" NOM. 1" NOM. 3/16" HS GLASS 3116" ANN GLASS .090" SG 1/4" ANN GLASS .090" SG 3/16" HS GLASS- .090" SG 3/16' ANN GLASS 5/16" AIR SPACE 74 1/4" ANN GLASS 74 5/16' AIR SPACE 74 1/4" T GLASS 1/4" T GLASS PRODUCT REVISED 82 as complying with the Florida 83 83 Building Code 17-0420 12 3/4" NOM. NOA-No. • • • 3/4" NOM. EXTERIOR GLASS 9/4" S M. E I anon Date 02/1712020 • • : 124-121 GLASS a BITE 124.127 GLASS r , r �y • • BITE BITE By --� TfjK ERIOR • _ _ mlam - a Product Control 1 • • • • < EXTERIOR • 01 ' 79F!7i a 79 • • • 54 55 55 •• • •• •• • • • • •• •••••• 1„ LAMINNZED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE 137A 1" LAMINATED I.G. GLASS, TYPE G8A \�111uInIff7 100000 • ti S '•.l • •••••• P,•' • * :• No. 58705 •GLAZING NOT& • • • • _ •'RNN"=ANNEALEU•• LNGT NED HEAT 511� • ins = SEE SHEET 15 FOR SPACER DETAILS. %�O "T"=•TEMPERE(7 •••. g g P' :• •, fo7o TECHNOLOGYORWE I'""" `-k4ORIDP .•'• YbB"=.090"7ROSIFOL®PVBBYKURARAYAMERICA,INC. N.VENICE,FL34276 'is "SG"=.090' SENTRYGLASPBYKURARAYAMER ICA, INC. GLAZING DETAILS S/oNA` 0NG\��` ryu)aao-feoa r wn " CERT OFAUIM. N20298 SERIES 770 ALUM. SGD - LM IMPACT �' 1111 I 1110, JR 0'.&f7 C NO CHANGES MIS SHEET mr-.n sy: 9.n cruea uer: cormorRoaon ® �*•- °"'" °n'w1e R" A. LYNN MILLER. P.E. ,IR fo/1a74 r o soo•no NTS 5 a 22 PGToi30 C P.L#5a7uo Design Pressure (DP) and Anchor Quantifies Required, Maximum DP for all sizes; (for all approved configurations on Sheets 2 & 3) +601-60 psf For comer astragal anchorage on 90' or 135' comer units, see sheet 11 May be lirrited by Table 1A) Table apFlies to Glass Types 3, 3A, 5, 5A, 7, 7A, 8 & 8A and the 5file/Astragal Types sho below Door Unit Height Boll 84n 69-718' DLO Anchor Group 73-7/8" DLO Anchor Group 79-7W DLO Anchor Group 85.7/8' DLO Anchor Group A B C D A B C D A B C D A B C ❑ HeaNSill C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 CA+1 C4+1 C4+1 +1 74+ + + coll C4+1 I C4+11 24" pLQ Jemb 8 8 8 8 6 8 8 8 a 8 8 8 8 8 8 1 a P-hook 6+7 6+7 6+7 8+7 7+8 7+8 - 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 Heed/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" Jamb a a 8 a B 8 8 6 8 8 8 8 8 8 8 8 {, DLO f-hook 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7*8 7+8 7+8 7+8 + 7+8 +5 Head/SIII C4+1 04+1 04+1 C4+1 C4+1 C4+1 04+1 C4+1 C$+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36" Jamb 8 8 8 8 B 8 a 8 a 8 8 1 8 8 B 8 a a. 180 P-hodc 0+7 6+7 0+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+6 1 7+8 7+8 7+8 7+8 7+8 Head/Sit C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 E 42" 35' Jamb a 6 6 8 8 8 8 8 8 B a 8 8 gL DLO P-hock 6+7 8+7 8+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 HeadlSill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 24+2 C4+2 C4+2 M7+B7+ C4+2 C4+2 C4+2 41" Jemb B 8 Ba 8 8 B 8 8 8 B 8 DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+6 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEE-f 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSIT IVE WATER DP IS 60.0 PSF MAX. WHEN USING -I HE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-114" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURREN 1' FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. • 4)46EE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 0) D15OR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. • 6) JAMB ANCCCV A%SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. • •r TARTF 1A- Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height(+) Design (Flat or Box, see P2ssure, psf Sheet 17)see note 3 Low-2-1/2" +4&67 Medium-3-1/4' + 600High4" +800 SEE NOI ES 1-3 OH LENG1 H Lu OH RATIO >1 OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH= NOM. PANEL WIDTH - 7" DLO HEIGHT= PRODUCT REVISED DOOR UNIT HEIGHT-10.125" as complying with the Florid• BuildingCode HOA-No• 17-0420.12 PANEL HEIGHT = DOOR UNIT HEIGHT - L866" Explration Date 0211712020 P-huuk Lockstile @Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile ® 90'Astragai 13S" Astragal Assembly LockstileInterlocC 135'Astragal standard stilgs• tandard Stile Standard Stile Standard Stile Standard Stile Heavy-duty stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile • • • ••• • • 00%�UMEEI •• • Standard Astragal _-��^ J��"`—� Outside Corner nSdedeCor Outide COmer• Inside Corner Inside Corner OutsideCornerPart Part #60 V) • • • • • • Part #60 • • Part #60 Part 67 ( (Stile) Part #67 (Astragal) Part #60 #61 Part # 18((Cun,er Receiver) Part#120 (Out.) Part #120 (In.) Part #61 part #31(&t#32 (Cam. & Fxd Mounq Part #61 040'17 b C .. REVISED TABLE 1, N. VENICE, FL 34275 DP AND ANCHORAGE (941)4e0-1600 CERT. OFAU7H.#292#a SERIES 770 ALUM. SGD - covnaoerremn PGT0130 By \\0tllfl11111 fvlv No. 5B705 OF �' �s '•A(ORIOP ,•' �� ,ZONAL ENG �• 1111)11110 A. LYNN MILLER, P.E- P.E.# 587116 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 8 3) For corner astragal anchorage on 90" or 135• comer units, see sheet 11 Maximum DP for all sizes: +601-60 (May be limited by Table 2A) Door Urd Height Table applies to Class Types 4, 4A, 8 84" 90" 10T for 114" 120" 6, 6A, 7, 7A, 8 & 8A and the 69.7l6' DLO 73.7/0' DLO 79-718" DLO 85-7/8" DLO 91.7/8" DLO 97-718" DLO 1_M 7!8' DLO 109.7/8" CLO SOIe/Astragal Types shown below. ocher Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A I B I C D A B C D A B C D A B C D A B C D A B C D A B IMP1 C D A B C D He S + + + C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 G_t+1 C4+1 C4+1 +1 C4+1 C4+1 C4+1 G4+1 C4+1 G4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+ C4+'1 C4+1 C4+1 5141 C4+1 64+1 24' �� Jamb 8 8 8 8 8 8 8 8 a 8 B B 8 8 8 8 10 10 10 10 10 10 10 10 10 fU 10 10 10 10 _ 10 10 P-twok 6+7 6N 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+0 7+6 7+8 7r8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 B+9 a+9 9+10 9+10 9+10 9+10 9+10 4+1— 9+10 9+10 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 c4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 G4+1 1.DLO Jamb 8 8 a 8 8 8 6 8 a a a a a 8 8 8 10 10 10 10 1D 10 10 '10 10 10 10 10 10 10 1D 10 P-hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+& 7+6 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 5+9 8+9 8+9 8+9 6+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 HesdJSill 04+1 C4+1 01+1 04+1 CA+1 C4+1 C1+1 C4+1 04+1 G+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1iC4+1 G4+1 C4+1 C4+1 C4+1 C4+1 11 11 38" pL� —Jamb 8 8 8 8 8 8 8 8 8 6 8 7+8 8 6 8 B 8 10 10 10 10 10 70 70 10 10 10 10 10 10 10 10 10 P-hook 6+7 a+7 6+7 8+7 7+8 7+8 7+8 7=8 7+8 7+B 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 42" D160 HsadlSil C4+1 C4+1 G1+1 C4+i C4+1 C4+1 C4+1_ 8 C4+1 8 C4+1 a C4+1 8 C4+1 8 C4+1 8 C4+1 8 C4+1 8 C4+1 8 C4*t 8 C4+1 10 C4+1 1D C4+1 10 GN1 10 C4+1 10 C4+1 10 C4+1 10 CA+t 10 C4+1 10 C4+1 10 C4+1 10 C4+1 10 C5+1 12 C541 10 C4+1 10 C4+1 10 Jamb 8 6 8 8 8 8- P-hook 6+7 8+7 6+7 8+7 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7*B 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9i 10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head1S11 04+2 rA+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 CS+2 C5+2 04+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 48" 41" Jamb 8 8 e 8 8 8 8 8 8 e B 10 8 a 8 70 1n 10 10 10 10 10 10 12 10 10 10 12 101010P-hook DLO 6+7 6+7 &+7 7+8 7+8 /+8 7+8 7+e 7+8 7+8 7+8 7+8 7+B 7+6 7+6 8+9 9+9 8+8 8+9 8+9 8+9 8+9 8+9 0+10 9N0 0+10 9+10 9+10 9+10 9+10 9+10 HeadJ3111 C4+2 G4+2 04+2 C4+2 0442 04+2 0442 C4+2 C4+2 C4+2 C4+2 CA+2 CA+2 C4+Dl0 Not available in these sizes Jamb [C4+2 8 B 8 8 8 6 8 10 8 8 6 10 8 6 8 P-hook 8+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 DLOJemb adlsill C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C,02 C4+2 C9+2 C4*2 C4+2 C4+2 C4*2 C4+2 CA+2 a 8 8 a 8 6 8 10 8 8 B 10 8 Pk 6+7 6+7 5+7 7+8 7+8 7+8 7*8 7*8 7+8 7+8 7+8 7+9 7+8 7+0 7+8 run C 1V1r`LC 4 u011VV I Q. NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-112' SILL. POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-114" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4', 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-V2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT F13C (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. •;%OOR SIZE TO COMPLY WITH CURRENT F13C EGRESS REQUIREMENTS WHEN REQUIRED. B AN( OR E SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE T AG1 C 9A• NOM• PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" OH LENGTH PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" 00 OH RATIO t 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 Expiration DaN 02/17/2020 • 6) M 4I 10,61 OH LENGTH INSTALLED. • • • SEE NOTES 1-3 OH RATIO = OH HEIGHT • •_•:_ -------- !1"IC A- CUC +a e. +e - A -An I V nCTA 11 C Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height Design (Flat or Box, sea res Pressure, psf Sheet 17) Flush-1-1/2" see rote 3 Low - 2-1/7' + 46.07 Medium - 3-1/4" + 60.0 High - 4" + 6D.D • • Interloda • • • • • P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile (a Straight Astragal 90" Astragal Assembly Lockstile @ 90' Astragal 135' Astragal Assembly Lockstile @ 135" Astragal Heavy-dutyStiYes, •Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile • • • • • • • • • Standard Astra al g Outside COL->�-i., Outside Cc rrler Inside Corner • • • '� j� Insideyl • • • • • Inside Cornerr ' Crner Outside Corner • • Part #61 (�2) • • • Part #61 Part #61 P # Partf467 67 ( ( (Stile) (Astragal) Part#61 Part 961(Stile) Part #118 (Corner Part 4119 (Out.) Part#120 (In.) Part #61 (Stile) Parts #31 & #32 Part #61 • • • Receiver) (Corn. & Pxd Mount) • 1WU TECHNOLOGYORM • • N VERICE, FL 34275 (941)480-1e00 ,.ear• rrr: a..aln,.: COM OFAUTH. 9MV8 JR 04A76/17 C REVISc'0 TABLE 2, RENOVFD FYAMALE. amar osr: enrAede�. ors wvnaoaraanr rsraooarwes. ero. SERIES 770 ALUM. SGD - LM IMPACT scD 7m NTS 7 .22 PGTO130 YLYNIv • NO. 58705 -� I IAS tlx:' SAE ,,,ZONAL l EN A. LYNN R(ILLER. P.E. P.E.# 58705 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on So" or 136' comer units, see sheet 11 Maximum DP shown below (May be limited by Table 3A) Door Unit Height Table applles to Glass Types 4, 4A, BO" 84' 1 90" 96" 102" 108", 6, 6A, 7, 7A, 8 & 8A and the Stile/Astragal types shann below. 69.7/8" 070 73-7/8" DLO 73.7/8' DLO 86.7f8' OLO 91-7/8" DLO 97-7/8" DLO Anchor Group Anchor Group Anchor Gr Anchor Group Anchor Group Anchor Group I D A B O_ D 1 A I B I C D A_ B C D A B 1 C 1 D A B C 1 O Design Pressure +/-W.0 sr psf + - psi 17" Head/SIII C4+1 C4+1 C4+1 C4+1 'G4+1 CA+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 c4+1 GI+1 C4+1 C4+1 C4+7 C4+1 C4+1 C4+1 C4+1 C4+1 24' DLO Jamb 8 B 8 B 8 8 8 8 B 6 8 8 8 8 8- B 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7t8 7+8 7t8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 B+9 B+9 8+9 8+9 8+9 8+9 23" Design Pressure C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 +/-90.0 CA+1 Per C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 +/-82.5 C4+1 pat C4+1 C4+1 C4+1 +/-76.0 C4+1 psi C4+1 C4+1 Head/Sill �, DLO Jamb 8 8 8 8 B 8 B 8 10 8 8 B 10 8 8 B 10 10 10 10 10 10 10 10 i t P-hook 6+7 6+7 6+7 1 6+7.1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+11 1 7+8 8+9 8+9 8+9 8+9 8+9 8+9 1 A 8+9 Design Pleasure +/-90,0 Par _. _ +/-82.6 pat +/-75,0 psf 2T Head/Sill C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+9 C4+1 C4+1 C5+i C6+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 a �c DLO Jamb 10 B B 8 10 B B 8 10 8 8 7+8 8 12 10 6 8 12 10 10 10 10 10 10 16 P-hook 6+7 6+7 6+7 6+7 1+8 7+B 7+8 7+8 7+B 7+8 _ 7+8 8+9 8+9 8+9 B+9. B+9 8+9 8+9 8+9 8+9 8+9 8+g 8+9 Design Pressure +1-90.0 Psr +/-82.6 Pat +1-75.0 Pat 36" Head/SIR C4+2 C4+2 C4+2 CA+2 G4+2 C4+2 C4+2 C4+2 05+2 05+2 C5+2 C6+2 CS+2 C5+2 C5+2 C5+2 C5+2 C542 C5+2 05+2 06+2 C5+2 C6+2 C5+2 42" DLO Jamb 10 8 8 6 10 8 8 8 12 10 8 8 12 10 8 a 12 10 10 to 12 10 10 t0 A.,7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9 8+9 8+9 Deslgn Pressure V-90.0losr See We A w. +1.82.5 psf +/-73.0 psf 41" Heed/SIII C5+2 C6+2 C4+2 CA+2 C6+2 CS+2 C5+2 C6+2 C5+2 C6+2 C5+2 C6+2 C6+2 C6+2 +2 C5+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C5+2 C5+2 DLO �10 Jemb 10 a 8 8 12 10 8 8 i2 10 8 8 14 12 8 8 14 12 10 10 14 10 10 10 P-tnok 7+8 7+8 7+8 7+8 8+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 1 9+F 9+10 9+10 9t10 9+10 9+10 9+10 9+10 9+10 NV tE A:+/-9U.UF'Sr'f-UK ULAib- FYl`LU4;@A,b,1jA, /A, aauA; +/Of -I rvn�I✓A�a 1 rre r EXAMPLE ON SHEET 9 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. DLO WIDTH = 2) WHEN USING THE 2-1/2' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER NOM. PANEL WIDTH - 7" DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. DLO HEIGHT = 3) 4', 3-114" AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND DOOR UNIT HEIGHT-10.125" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT = •%LIULDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HFIGHT-1.866" 4) SI.E SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. e 5) DOOR SIZE470 COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAJAB ANCRTt ARISPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. • .. .. ,. _1 .- ,. . CC — . 11 .11. OA ST n &ACKICI KI nAln QuG Tc 19 R 10 9r1R GCCFMRI Y nF:Tdll C • • • Interlock• • • • • P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ 90' Astragal 135' Astragal Assembly Lockstile @ 135' Astragal Heavy-dutyStW4 jitiavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dNtyStile Heavy-dutyStile Heavy-duty5tile Heavy-dutyStlle Heavy-duty Stile e • • e e e Heavy-duty Astragal Outside Corner, , t,ldl— m4LJ41 Outside Inside Corner ' •• • • • • Corner Inside • • • • • old Inside Corner Corner Outside Corner • • • • Part#61;) a Part#61 Part#61 Part #61(Stile) Part #68 (Astragal) Part #61' Part 061 ISUIc) Part #118 (Corner part #119 (Out) Part #120 (In.) Part #61(Stile) Parts #31 & 032 Part #61 • • • Receiver) (Corn. & Fxd Mount) N. VEMM FL 3427E DP AND ANCHORAGE (a41)t841600 REVISED TABLE 3, ADDED EXAMPLE. CERT.0FAUrN. 419290 SERIES 770 ALUM. SGD - LM IMPACT arrRrwnezrn wr+ise Aoi: ai..t o.mvu oii. mm—SIME " FLaT SGD-770 NTS 1 8 122 PGTO130 SIII Heightto Max. (+) DP (Water Infiltration Rating) fill Riser Height I (+) Design Flat or Box, see Pressure, psf Sheet 17) OH LENGTH I. S (7 � _ 00 OH RATIO z 1 2 C, 011 RATIO - OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida Building God. NOA-No. 17.0420.12 Expiration Date 02/1�712020 BY i<✓7,6`= Itlllll/!//1/ �1 .'UCFN * No. 58705 •. T•••• .6'rrls�_Pz' ' 1()NALI NG`11 A. LYNN MILLER, P.E. P.t.# W05 NO FRAME "8*10" P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER SEE JAMB (9) P-HOOK ANCHORS, MAX. UNIT WIDTH DETAILS, SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE "C5" CLUSTER SEE "C5" CLUSTER DETAILS, NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 FOR ASTRAGAL DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK THIS POCKETS AND INTERLOCK CLUSTER, SEE 48" NOM 24' MAX. O.C. SHEET SEE POCKET 6" MAXo\ x DETAILS, SHEET 11 x (10)P-HOOK �-____-_ _ x PANEL WIDTH / x x x JAMB MOUNTING x x x x x f x x x x x x x x x INSTALLATION, ADAPTER . l �� t xx x x x x THIS SHEET ANCHORS MIDWAY I i0� L 3" MAX x x 8 SHEET 14 BETWEEN P-HOOK 4 PAIRS OF ANCHORS & AT 3" °i ' x = FRAME x ANCHORS FROM TOP & C 14" MAX. D.C. �0, ANCHORS 96" x (TOTAL 8 BOTTOM z� I ipl o UNIT 21"MAX. ANCHORS) 4.061' 8" MAX. TO OPENING w 8 ( 0 + 0 e= P-HOOK HEIGHT D.C. PER JAMB EDGE OF POCKET SEE I a I°�— ANCHORS x (SEE JAMB '� ® 14" MAX, O.C. x INSTALLATION o a I I i DETAIL DETAILS'Jc' &'Kd, i m ® m 0= P-HOOK BELOW) END PANEL SHEET 14 & PART LI®! ✓ x x MOUNTING ANCHORAGE DETAL9'.1,&KI0I 3"MAX. ADAPTER 24"MAX• (2 ANCHORS) SHEET 19 FOR ANCHORS P-HOOK L------ 6 MAX. �- x ANCHORS x 2' x x- x END PANEL 1-7"ANCHORAGE END PANEL 6" MAX. ANCHORAGE (SEE ANCHORAGE (SEE SKETCH BELOW) z xx SKETCH BELOW) R— +2ANCHORAGE ANCHORAGECENTERLINE 8" MAX., ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24" MAX. EXAMPLE: 5-PANEL 2 TRACK 90" OUTSIDE CORNER-pXX/XX0 - EXT. MOUNT PO_CKEf ANCHORAGE PLAN:_�t O.C. 48" x 90" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET B) 6. SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON- STRUCTURAL ANCHORS MAY BE ADDED 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS 6-8: 48" NOM. • INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. PANEL SEE "C5" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE WIDTH DETAILS, SHEET 10 TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTERLOCK • J • PLUS SPECIFIED QUANTITY OF ADDITIONAL �I( • "+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. • • 3.5" • • ADDITIONAL ANCHORS 24" O.C. MAXIMUM. • 0• • eel • • • • AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IF A SPLICE 41" OCCURS AT THE P-HOOK. MAX. I Q.C. PRODUCT REVISED as complying with the Florida building Code NOA-No. 17-0420.12 6.64" Expiration Date 2/1712020 W MAX. ey _ M1am - a ro uc on ro C&TERLINE JAMBS & P-HOOKS: 6" MAX, FROM BOTTOM; 21" MAX, ANCHOR PAIR D.C. (JAMBS), 14" MAX. ANCHOR OM PANEL 2 O.C. (P-HOOK) U I ILILING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE �2-TRACK • P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB • • • 1+2" ANCHORAGE ANCHOR PAIR REQUIRES SEE "C5" CLUSTER END PANEL • • CENTERLINE CENTERLINE "CB" CLUSTER, SEE OF DETAILS, SHEET 10 OF ANCHORAGE • DETAILS, SHEET 11 FOR ASTRAGAL (2 ANCHORS) g" INTERLOCK ASTRAGAL -�{ �.- 4.051" -� I -�-1 1 Fes- 3.5" � I I MAX. I •_* ERIOR • • CENTERLINE „+2" ANCHORAGE/L . CENTERLINE OF PANEL 3 I OF PANEL 4 • • • SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS • 7070 TEG71NDL ""UIt/Vt • • • N. VENfCE, FL 00 j� JR 0495✓17 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES, CER7. OFAUTN, MaOPOB "+2" ANCHORAGE-/ CENTERLINE I OF PANEL 5 ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUM. SGD - LM IMPACT m„an..mc ae..0 aA.aor% SGD-770 I NTS 1 9 - 22 PGTO130 No. sB705 = 3 ( IF, OT'., ST 7S�dMlinl ll.�k 0" P.E.# 58705 • toff• toff•• • • • • • •• EXTERIOR • w •• ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION INTERLOCK ASTRAGAL OR IF NEEDED INTERLOCK i CONDITION, USE INTERLOCK IF NEEDED CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE 1.75" *7' T'7,3.5" 4" DI G.4"2.04" 2.04" Fi34" DIAG. 7" 3.5"EXTERIOR T' EXTERIOR V Tl 7„ 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL � 2-TRACK FRAME HEAD/ -SILL @ ASTRAGAL OR INTERLOCK aQASTRAGAL OR INTERLOCK (i ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIHEU, 'C5") ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR SPLICE LOCATION INTERLOCK-► CIF NEEDED CENTERLINE I 3.5" 0 4.08' EXT,IE�IR,IOR v 3-TRACK FRAME HEAD/SILL QASTRAGALORINTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4') ASTRAGAL OR SPLICE LOCATION • 1 • • • INTERLOCK-4-IF NEEDED • CEIirERLOC I 3.5" foot 4" •14:4W4RAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (u•SE P/VERE 4 CLUSTER ANCHORS iRE REQUIRED, "C4") 2.04 ASTRAGAL OR (FOR SPLICE INTERLOCK- CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) 3.5" 2D4" 4 08" EXTEnRI ?a 4" DIAG. EXTERIO V 7„ R 3-TRACK FRAME HEAD/SILL V CO ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR II (FOR SPLICE INTERLOCK i CONDITION, USE CENTERLINE I CG" CLUSTER DETAIL) -►jl 3.5" r+- EXTEHIOR ID �4O 4 �D@A. 1+—7" 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "CS") I.,- WR 10jea'17 I C I NO CHANGES THIS SHEET. _ I N. WLNICE, FL 34275 (041) 4H41600 CERT. OFAU7H.# 9M ASTRAGAL OR SPLICE LOCATION INTERLOCK-1-IF NEEDED CENTERLINE . r 3.5" (►- 2.04' -►1 3.5�1 3.5" 3-TRACK FRAME HEAD/SILL GD ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6 ASTRAGAL OR (FOR SPLICE INTERLOCK � I CONDITION, DO NOT !`G hITFRI INF USE THIS DETAIL) EXTERIOR V 6" DIAC 2.04" EXTERIOR 21" MAX. O.C. 5.64" M C MAX. .2-TRACK FRAMEJAMB ANCHOR PAIR f I 4-TRACK 6" DIAG. FRAME JAMB 2.04" EXTERIOR ANCHORPAIR ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT. OR INT. MAX. TRACK (INT. SHOWN) O.C. NOTES: 6 64„ 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 6" MAX. 2. FOR HEAD OR SILL SPLICE � LOCATIONS/ANCHORAGE AT 1 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHOR PAIR FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION IF NEEDED 3.5" I + - - 7" I 4-TRACK FRAME HEADISILL aQ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION EXAMPLE CLU SERIES 770 ALUM. SGD - LM IMPACT Soo-770 I NTS 10 a 22 PGTO130 PRODUCT REVISED os complying with the Florida Bullm�g Code NOA-No. 17.0420.12 Expimlion Dam 02117l2020 1 ' 0............ .t" / i Q�• �IGENSF (�� * : No. 58705•� i�OT ••. STATE O 7' 70NAL0NG`` A. LYNN MILLER, P.E. P.EWi 58105 2.04" INTERIOR 41\ 6.12" INTERIOR ,, ` /! I I —1 f 2.04" J EXTERIOR /\T 90° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C 4.08` NTERIOR 4" INTERIOR 4.08" 2.04" 4"DIAG, 6,12" I 14" DIAG. R INTERIOR 7" 0° r3, EXTERIOR cvrcviro 4". I►— 2.04' 7 EXTERIOR 00° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER J ANCHORS ARE REQUIRED, "C6") EXTERIOR 3-5" INTERIOR 7" 1 3.5" � / 4" EXTERIOR 7' 90° CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR 6.12" 4.08" 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "CCD INTERIOR 4 08" INTERIOR r �.•,� 3.5 INTERIOR J�XTERI E4„ XTIOR 135° CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") "+1" ANCHOR 7.41" h" +I 3 EXTERIOR I--- 7" 4" 135` CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR • • • 2.Oa • • • • f" • EXTERIOR ••INTERIOR INTERIOR • 90° 3.5"DA6.12"*3.5" 4" $�EEXTMIQR4 4"4„ DIAG. •EXTERIOR 7 • • • • 9W&CORNER 135" CORNER Q K FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL • • • • F • ("C8" A CLUS IRED (`CW ANCHOR CLUSTER REQUIRED i • • AT ALI04+TRACK CORNERS) AT ALL 4-TRACK CORNERS) NOTES: • • •f► e r 1. ALI•DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2.,TAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE 10707ECCHNOLOOVDPJVE N VEVICE, FL 34275 I` IDENTICAL FOR EX FERIOR OR INTERIOR CORNER CONFIGURATIONS. 1941)4M-IWO JR W5117 H NO CHANGES THIS SHEET. CERT OFAU7H. AIOZD6 EXTERIOR , _ CENTERLINE 4 � — OF PANEL NTERIOR "+2" ANCHOR EXTERIOR ALL L VIEWS 4" DIAG. 2.04" 2• 3.5" CENTERLINE I` OF PANEL i 2.04" +3" ANCHOR 4.08" KTERIOR 3.5" 2 04" CENTERLINE OF PANEL 4-TRACK FRAME I IEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) ( -7ANCHORAGE, EXAMPLE CLUSTERS SERIES 770 ALUM. SGD - LM IMPACT S13.170 NT5 11 u 22 PGTO130 "+1" ANCHOR CENTERLINE OF PANEL "+2" ANCHOR 2.04" 4" DIAG. 3.5" CENTERLINE OF PANEL "+3" ANCHOR 2.04" 4" DIAG. 7" CENTERLINE OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED as complying with the Florida Building Code .A -No. 17-0420.12 Expiration Dote 02/17/2020 By % rEraNM NO.58705 •� ,O�'. srk DFI�' W; A. LYNN MILLER, P.E. P.E.S 58705 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR 2-1 /16" , MAX.MA r SHIM EMBEDMENT: j I f U 0 II 1 i SEE TABLE A, J �J SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCI-IOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 2-TRACK FRAME HEAD K& WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEEANCHOR NOTES, SHEET 1 (1/4" MAX.)T,94� j EXTERIOR 2-1/16"" EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL Ow WOOD INSTALLATION • •EMBEDWN-& SEE• 1 :TABLE A,!lHEET♦� 1 ••• • 2X•dOOD EDGE DISTANCE: TYP., SEE A��,rr44 SEE TABLE A, • NOTE 3, SHEET SHEET 1 • • •• • • • • WOES ANCHOR TV, • • 2-1/18" SEE ANCHOR N%W4 • VtC13LE A, S%EWj • O • EXTEEMOR • • • • • • • • •Y 114" MAX • IM� • • FRAME JAMB •2-TRACK 000 • � OOD INSTALLATION • NO CHANGES THIS SHEET. CRAG C1lRACRIT. CCC TAQ, C A CLAC CTI EXTER10f a 114" MAX. SHIM EXTERIOR a 2X WOOD / WOOD ANCHOR TYP., TYP., SEE ANCHOR L SEEANCHORNOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3-TRACK FRAME HEAD Bw WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR SEE & TABLE A, SHEET 1 NOTE 3, SHEE ANCHOR NOTE 5, SHEET 1 I (1/4" MAX.) 1 EXTERIOR _ 2-1/1 Ell. EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 n� EDGE DISTANCE: SEE TABLE A, 2X WOOD SHEET 1 'I YP., SEE ANCHOR NOTE 3, SHEET 1 2-1/16' ' WOOD ANCHOR TYP.. SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR V 1/4" MAX. SHIM I-.- 3-TRACK FRAME JAMB fiw WOOD INSTALLATION 1171 TECHNOLOGY DRIVE N. YEMCE FL 34276 (94,),ao-+a00oo CFRr. OFAVTH. a20206 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1l16" ' METAL TYP., SMS ANCHOR TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 4-TRACK FRAME HEAD Cw METAL INSTALLATION MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. ' DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 11 SEE ANCHOR NOTES SEE ANCHOR & TABLE A SHEET 1 NOTE 4 SHEET 1 1 SEE ANCHOR MIN. OF 3 THREADS BEYOND NOTE 5, THE METAL SUBSTRATE SHEET 1 (1/4" MAX.} T _... „ EXTERIOR I .,. .. ..., . EMBEDMENT: SEE _ �2-1/16"' TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 PRODUCT REVISED complyingas wltA the Florida B Building!dingCode NOA-No. 17-0420.12 EDGE DISTANCE: Expiration Date 02/1712020 SEE TABLE A, METAL TYP., SHEET By SEE ANCHOR Mla fDa = ro0uct control NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS EXTERIOR BEYOND THE METAL U SUBSTRATE C1��'LICENSF�(� P' F� 1/4" MAX. E Iw SHIM 4-TRACK FRAME JAMB METAL INSTALLATION i _ TF : NO. 58705 = D >f - %J ' � + 0„n''. S rA 0 ' • / c<ORIOP. G�'s� ' "I'AL '/` A. LYNN 111UER, EN RE, RE;,58708 ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT R.A.axaa — "I'll, NTS R— 12 - 22 � PGTO130 C INSTALLATION DETAILS CONCRETE EDGE DISTANCE: SEE PERTABLE TABLE A, SHEET 1 CONCRETE A, SHEET 1 I 2-1!18" - PER TABLE _ A., SHEET 1 EXTERIOR ?' EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1 h 6" ' EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 PER TABLE 2-1116"' A, SHEET 1 a> A IBEDMENT: 11/4" E FABLE A, —i MAX. SHEET 1 SHIM EXTERIOR I — 1/4 EXTERIOR (� u MAX. (� `� SHIM r' PROPERLY SECURED iX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP„ SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD Ac CONCRETE INSTALLATION CONCRETE INSTALLATION NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 1/4" • DIAGONAL O.C. IS MIN 4" (HEAD & SILL) SHIM OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. PROPERLY SECURED 1X / CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE L SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 4 TRACK FRAME HEAD Co CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES & WOOD BUCK TYP„ SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5, SHEET NOTE 5, NOTE 5. 1 (114' MAX.) SHEET I SHEET 1 _ (1/4" MAX.) j (114' MAX. EXTERIOR T EXTERIOR l., EXTERIOR 2-1/16"" ---- 2-1/16"' 1 �2-1/16'* EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANC SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SI EET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL 4ffi4 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION UCONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: TABLE A, SHEET 1 EDGE DISTANCE: • EMBEDMENT: SEE —�I CONC.ICMU ANCHOR SEE TABLE A, a • TABLE A, SHEET 1 TYP., SEE ANCHOR SHEET 1 • • 'ROPERLY EDGE DISTANCE: NOTES & TABLE A, SE ;UFj6 • X WOOD BUCK•TYP., SEE TABLE A, SHEET 1 2-1/16"' h!4NCHOR DI�OTE 3, SHEET 1 �-IET 1 • )ONC./CMU AMR • • 2-1116" ` PROPERLY SECURED TYP.SEE ANGWOR• 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, CONCRETE TES • ES & TABLE R, �Q St%I�E•�1• • CONCRETE SHEET 1 •,+; OR CMU e RIOR • • • • + OR CMU EXTERIOR PER TABLE ••.n V 1/4" IvTA,IJpA• PERTABLE nn V I I A, SHEETI A, SHEET 1 1/4" MAX. SHIM —• r— • /pE7; 2-TRACK FRAME JAMB ::a 3-TRACK FRAME JAMB • 0 0 CONCRETE/CMU INSfALLATION• • • • • CONCRETE/CMU INSTALLATION • W CONCRETE/CMU INSTALLATION • • •• 1070 TECHNOLOGYDRNE • • • N ICE, F! S12T5 • • . • (erf/4841800 " t�.q(y RJR uvW. 04/O:Ji7 AaNlM6' G NO ChL1NOES T/IIS SIICET. CERT. OFAUW. A29280 ___,__,__--._ EDGE DISTANCE: PROPERLY SECURED SEE TABLE A 1X WOOD BUCK TYP., SHEET 1 SEE ANCHOR NOTE 3, SHEET CONC./CMUANCHOR 2-1/16 TYP., SEE ANCHOR NOTES & TABLE A, SHEET CONCRETE OR CMU EXTERIOR PER TABLE f1_ A, SHEET 1 1/4" MAX. SHIM Ik__ ga 4-TRACK FRAME .IAMB \.IcJ CONCRETE/CMU INSTALLATION ro� ANCHORAGE DETAILS SERIES 770ALUM. SGD - LM IMPACT SxpvAhN: ✓ � a.wly Nx F.r sGD-no NTS 1 13 w 22 1 PGTO130 ( CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0420.12 E-PI-tion, Date 02/17/2020 No. 58705 r AO��:��\ �%S'ONAL 0,\ N \ ''11/11111 0 A. LYNN Mt.LER, P.E. P.E_# 58705 INSTALLATION DETAILS FRAMEJAMB REQUIRED ATALL INSIDE POCKETS EMRFDMENT:SEE TO PREVENT WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES EMBEDMENT: & TABLE A, SHEET 1 SEE TABLE A, — (ALSO SEE TYP. SHEET 1 ILLUSTRATION, SHEET 9) DISTANCE: SEE TABLE A,SHEET 1 EMBEDMENT SEE TABLE A, 2e EXTERIOR SHEET 1 PHOOK WOOD ANCHOR TYP., Cl SEE ANCHOR NOTES V P-HOOK / & TABLE A, SHEET 1 CONCRETE OR J ( ALSO SEE TYP, CMU PER TABLE 2.693"MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1 ®P-HOOK FOR USE WITH FLAT SILL RISERS Jw PARTS 1118, #20, #22 OR #24. WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABI FS 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEE ANCHOR P-HOOK MOUNTING CONCRETE OR NOTE 4, SHEET 1; EMBEDMENT: SEE MIN. OF 3 THREADS TABLE A, SHEET 1 ADAPTER SMS CMU PER TABLE ANCHOR TYP., SEE BEYOND THE METAL A: SHEET 1 ANCHOR NOTES SUBSTRATE . & TABLE A, SHEET 1 EMBEDMENT: (ALSO SEE TYP. ILLUSTRATION, SEE TABLE A, EMBEDMENT: 1 SHEET 0) SHEET 1 SEE TABLE A, —EDGJE DISTANCE: SEE SHEET 1 TABLE A, SHEET 1 ••• 0 f v P•HO K y�NM CHOR TYP-9 •ZEE AN�HOR NOTEExTEnnwoR • • • • & TABLE A, SHEET 1 V • : • (ACSO SEE TYP. 2.603" MIN. • ILY..I651li6"N, SHEET 9) EDGE DISTANCE • • • • • • da P-HOOK FOR USE WITH BOX SILL RISERS w PARTS #19, #21. #23 OR #25, • • • • • METAL INSTALLATION EXTERIOR • • • • • • • • • • • (SEE TABLES 1A, ZA & 3A MOUNT FOR WATER RATINGS) ONLY • •••• •••••• • • • • • • 10707EiN • • • ICE, FL 4275 N VENICE, FI. 34176 • • • • • (941)4110-160D Gs a•W CERT.-A--91 04A75N7 C NO CHANGES THIS SHEET. COPYRGIiI0101] wflxn 8/. Wb! G.a,i l Ow:` JR 10M0l14roitsac 2.693" MIN. EDGE DISTANCE CONCJCMU ANCHOR TYP., SEE ze ANCHOR NOTES & _TABLE A, SHEET 1 1-114" MIN. EDGE DISTANCE EXTERIOR • n .+ , , t;. :'... -;:.• , ..:. P-HOOK MOUNTING ADAPTER CONC./CMU ^' 1: ,+ • '1 ANCHOR TYP., SEE "•' ' '" ' ' ` ANCHOR NOTES & TABLE EMBEDMENT -SEE A,SHEET 1 TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER PARTS #18 #20, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION EMBEDMENT: SEE TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER CONCJCMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 1 �'. `, r •' (ALSO SEE TYP. ILLUSTRATION, SHEET 9) .1/4"MIN. EDGE DISTANCE 1 PHHOOK CONC./CMU EXTERIOR ANCHOR TYP., SEE V ANCHOR NOTES & TABLE A, SHEET 1 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS Kc PARTS #19 #21, #23 OR #25, CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1 A. 2A & 3A MOUNT FOR WATER RATINGS) ONLY SERIES 770 ALUM. SGD - LM IMPACT w.aa.wt �ro+� .D-770 NTS 14 a 22 PG7-0130 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED as comptying with the Florida Buildln9 Gode NOA-No. 17-0420.12 Expiration Date,0.2117/2020 `kilt 11111 * ; • No. 58705 •• ��•, E F S/CNAL ENG"`• 01111101" A. LYNN MILLER, P.E. P.L.# haioe CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'Aw' &'Ac', SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6.8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'DW &'Dc', SHEETS 12 & 13 • • • • • VANEL OORNRR • D :TAIL • • MAX. UNIT WIDTH MAX. DLO_ WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 PANEL PANEL PANEL TYPE TYPE PANEL TYPE ,OS, 'AS' TYPE NOM MAX. UNIT MAX. PANELWIDPTHRTYP. p EL h MAX. HEIGHT PER HEIGHT SEE HEIGHT T TABLES NOTE 2 TABLES 1-3 1-3 a x #10 X 1-1/2" PH SMS - 90. EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX FRAME CORNER DETAIL Prim # • • • • • • Description Material 1 4 Komme tng GTPS Spacer System • 5 Qualls S r•Spacer nXf with Hot Melt Butyl See this Sheet for 1R8 Qual1� OCrtseal Spacer Materials 127 CardA>tli0rr edge Spacer • fWWRENGE T "nP*TS; FTL-8717, 0960 & 0970 • r ffpy 8r L1'av MM,Ims: 7!2' 04AOW17 C NO CHANGES THIS SHEET. SILICONE STRUCTURAL HERS POLYISOBUTYLENE WITH DESICCANT EXT. GLASS / #8 X 1" / STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS UNIT WIDTH EXTERIOR 4 90" CORNER DETAIL 'N2', SHEET 19 & CORNER ANCHORAGE SHEET II INTERLOCK DETAIL _ 'M', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL'G3% SHEET 18; INSTALLATION DETAILS 'Gw' & 'Gc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" HOT -MELT BUTYL �3/16"NOM. PH SMS/�� DUCT PROREVISED as eoDUCT with the Florida INT. GLASS INT. GLASS Buitdi� Code NOA-Nn. 17-0420.12 zn KODISPACE 4SG TPS SUPER SPACER@NXT'N Expirolion Da 2/17/2020 Iz5 ay , ALUMINUM MI—Ifn Product Control REINFORCEMENT POLYISO- DESICCANT FILL AREA ` BUTYLENE �5/18°NOM. 5/16" NOM7 SEAL BUTYL & / SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS / EXT. GLASS -� `. 11 f I I Ll r r r C(�v `INT. GLASS ,- DURASEALO SPACER -<// -INT. GLASS ,v XL EDGE'NSPACER Nfftwl (g++l uo-lcoa CERT. 0PAu7H.,P182BB SERIES 770 ALUM. SGD - LM IMPACT wpmroxreann � ® srrana: smc an..e reo 7.770 NTS 15 a 22 PG10130 No. 58705� * *- 'pO� STA EO S10NAL rr/rrnnit�t�� A LYNN MILLER, P.E. RES 53705 CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; Y—INSTALLATION DETAILS'Gw' &'Gc'. SHEETS 12 & 13 IXED JAMB DETAIL G2', ASTRAGAL HEADER DETAIL W, SHEET HEADER DETAIL'A', SHEET 18; SHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS INSTALLATION DETAILS'AW &'Ac', DETAILS'Gw' &'Gc', L2, SHEET 19 'Ave &'Ac', SHEETS 12 & 13 SHEETS 12 & 13 SHEETS 12 & 13 90° PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'A' PANNEL HEIJ WIDTH TYP. PE MAX. PER SEE TAB DLO TABLES 1-3 NOTE 2, 1- HEIGHT SHEET 15 1�3O a X X MAX UNIT WIDTH r GHT PANEL IPANELPANEL TYPE TYPE CS'IT SILL DETAIL NOM. R'D', SHEET MAX. PANEL / LES 18; WIDTH TYP. 3 INSTALL DLO PER DETAILS HEIGHT TABLES 1-3 Ow' & 'Dc', SHEETS 12 a *1 &1314 X X X MAX. DLO VIDTt TYP. PANEL TYPE W MAX. UNIT / HEIGHT PER SEE TABLES NOTE 2, 1-3 -IEET 15 a 1 PANEL CORNER SILL DETAIL'D', SHEET 18;.� MAX. UNIT WIDTH �— 1 CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK 'Dv' & De, SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL- 11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DFTAII-'M', SHEET 19 INSTALLATION DETAILS'IW & L2, SHEET 19� 1 INTERLOCK DETAIL W', SHEET 19 'Ic', SHEETS 12 & 13� u HEADER DETAIL � 1 B', SHEET 18; JAMB DETAIL'I 12', SHEET P-HOOK DETAIL'J' &'K', SHEET 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw' INSTALLATION JAMB DE7AIL'1 % SHEET 18; INSTALLATION 'Hw' &'He', SHEETS 12 & 13 VC. 'Kw' &'Kc', SHEET 14 DETAILS'BW &'Be', DETAILS'1, &'Ic', SHEETS 12 al SHEETS 12 & 37 Fes--- MAX. UNI i W IU I ti 1 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' V 'M' IF, UNIT • • • NOM. SHT :R • • PANEL WIDTHTYP - )LES M&X. / 0 / SEE PER / -3 "(9 • • NOTE 2, TABLES 1-3 4-PHI • SHEET 15 • a b b U X X X EXAMPLE: OXXXp • • }3: C�F{�A K, RIGHT POCKET) • 1 • .•t� t)4N5117 C NO CHANGES THIS SHEET. o� x! �i SILL DETAIL'E', SHEET INSTALLATION DETAILS 'EW &'Ec', SHEETS 12 & 13 r----- MAX. UN I I W IU I H---- ►1 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE A1, ,F, ,F, ,P, MA NOM. UN PANEL h HEIC WIDTHTYP. i PE SEE MAX. PER TABI --NOTE 2. DLO TABLES 1-3 SHEET 15 HEIGHT X X X 0 JAMB DETAIL'GT, SHEET 18; INSTALLATION DETAILS 'Gw' &'Gc% SHEETS 12 & 13 Ip INTERLOCK DETAIL � v. SHEET 19 90° OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERIOR EXTER R NOM. PANEL WIDTH TYP. PER TABLES 1-3 UNIT WIDTH HEADER DETAIL'C', SHEET 18: INSTALLATION DETAILS 'Cm' &'Cc', SHEETS 12 & 13 T HT 2 ES I EXAMPLE: XXXO SILL DETAIL'F', SHEET 18; (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW &'Fc', SHEETS 12 & 13 N. WNICE, FL U275 EXAMPLE ELEVATIONS (041) 486.1600 naa MNr OFAImt N7.92A6 SERIES 770 ALUM. SGD - LM IMPACT canrwwrrozorr - ® r.,n.v.+t aw: SGD-770 NTS 16 a 22 PGT0130 ALL,acllla AAaaAVEe PRODUCT REVISED as complying with the Florida Building code NOA-No. 17-0420.12 Expiration Date02/17/2020 By / ♦♦. �0NY LY)VV -N - �1GENgR •,. I * :' No.58705 C{ i�0� •. 3 TE O' �.� •��: 77�li ��NAL TEN\\ . A. LYNN MILLER, P.E. P.E.#58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE INTERLOCK SINGLE IN R FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT ASTRAGAL BOX IN INT CORNER 90 LOCKSTILE EXTCORNER 90 LOCKSTILE FXT CORNER E RECEIVER INT CORNER 90 RECENER EXT CORNER EXT CORNER 136 RECEIVER INT CORNER 36 RECEIVER TYPES CUT STOLE W/HANDLE BOX OUT BOXIN VY/HANDLE W/HANDLE W/HANDLE W/HANDLE WI HANDLE W/HANDLE 90 RECEIVER W/HANDLE WI HANDLE R118 #118 #31 431 SINGLE INTERLOCK aDY- F PP K TR TQ TC TA / TV TW OUTSINGLE / ,B� INTERLOCK � B E P A C C /C SQ SC SA SV SW reoxour STILE RR R S S / / FD FC FV FW (eaxa117 �aXW, L HANDLE Wl HANDLE D A A/ �i/� / J I5 XC l i3ox" W ASTRAGAL BOX OUT L" R / / PANEL NOTES: W/ HANDLE Isarourl 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL ASTRAGAL BOX IN / A 1 / V / LEFT SIZES & DESIGN PRESSURE. Q INTERIOR RIGHT W / 2. PANEL TYPES NOT SHOWN OR CROSSED OFF W/HANDLE /6oxW1 ___ _ PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS EXTERIOR AND ARE NOT �- ASTRAGAL T U STILE STILE AVAILABLE. . BOX OUT teoxourl /eoxou0 3. 90' ASTRAGALS TO USE HEAVY-DUTY STILES w ASTRAGAL / T u PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (#61), CORNER RECEIVER (#118) AND EITHER EXTERIOR (#119) OR INTERIOR (#120) CORNER APPLICABLE STILE/ASTRAGAL REQUIREMENTS. BOX IN -J� ASTRAGALS. J Isar W1 MW W1 4. 135' ASTRAGAL$ TO USE HEAVY-DUTY STILES _j J 90 LOCKSTILE ILE 90 HANDLE WI HANDLE RT C Cl / #61 AND CORNER ADDON #31 ( ) ( ) W #120 SILL RISERS OPTIONS --- [---' '232" z n" EXTCORNER 90 LOCKSTILE W/ HANDLE #119 EXT CORNER 116 gO RECEIVER QT / T CISQ VV CS / .232" 232" EXTERIOR .232" EXTE oR PRODUCT REVISED EXMEIUORI —'�— a .062" as campsying with the Florida EX IE a '�2•4.066" Buaidi Code 17-0420.12 W! HANDLE 118INTCORNERExpiration V I V •�2"3.306' NOA-No. o 0aRECEIVER AT AS DF�. Date 02/17/2020 BY • • • W/HANDLE (((((( ��'��, ��'��jjj F.XTCOR R#1�8 gO RE R.V/�• / CF SILL RISER, FLAT' FLUSH, 1-1/2" ---L Mia -Da Product Control 20 SILL RISER, FLAT 22 SILL RISER, FLAT 24 SILL RISER, FLAT LOW, 2-1/2" OMEDIUM, 3-1/4" OHIGH, 4" •• EXT CORNER #31 36 RECEIVER • W/HANDLE V T VS VF / 75U, •750' EXTERIOR 750" EXTERIOR .062' I INT CORN R 35 RECEIVE♦? WT WS / WF EXTERIOR a--i .O6Z' 4.055" .9D6" a � �2. • W/HANDISE #8 3.306" ,tl liullrl/// 2.655" 4411 • • ++ • SILL RISER, BOXI' 19' SILL RISER, BOX SILL RISEH, BOX SILL RISER, BOX 25 21 P 8" HIGH, 4" • • • • • • • FLUSH, 1.1/2" LOW, 2-12MEDIUM, 3-V4' + • • +++++ • "NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 5 I • • • • • • • 1070 TECHNOLOGYDR)VE c�vaa' T •. A• TE OF N. VENICE FL W75 PANEL TYPES''., ��''i .0 (911)480 o a. NAL B G``• JR 04N1117 C NO CHANGES TMS SHEET. CER7. OFAUTH #79P86 SERIES 770 ALUM. SGD - LM IMPACT If/ I I I I 1111 RwmOy: PIM1: dfc JR fa10114 COPttraxrOM17 PGT WOUBa . PC. ,a�xslxaxr�riirLa ® ALL' °1ef' °'""^a w. a" A. LYNN011LLER, P.E. SGd770 NTS 17 a 22 PGTO130 C P.E.#58705 ASSEMBLY DETAILS (SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) 106 FULL LENGTH 14 14 OF JAMB 5 60 OR ai 6EiN60 G3 G1 OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 6" LONG CLIP #105 r WITH OPERABLE 113 106 W1 RETAINER #106 MIDSSPAN (SHOWN WITH PANEL) FIXED PANEL TO REXTERIOR 103 5 LOCK PART 758107-1 0 THE INTERIOR) 113 AEXTERIOR 14 , v 15 112 R 12FULL LENGTH 40 Ga $10 X 3/4•L-OFJAMIB SMS, X 3 2-TRACK JAMB 2-TRACK JAMB CLIP #80 OR #105 61 52 W/ SCREEN 6" LONG W/ RETAINER #123 ao (SHOWN WITH AIDSPAN FIXED PANEL TO THE EXTERIOR) 53 �EXTERIOR600R61 �i EXTERIOR 121 SEE DETAIL ON SHEET 15 v 121 SEC DETAIL ON SHEET 15 n EXTERIOR a SHOWN WITH ®2-TRACK W/SCREEN OPT. SCREEN A FRAME HEAD TRACK EXTERIOR M. • °' . . a .. ..... • • • • • • • •da 2-TRACK W/SCREEN • • • • • FRAME SILL ITEM 61 SHMI Tf 160 ALSO APPLICABLE:, SEE TABLES 6-bI6HEETS 641111 11P (PSF) ASSOCIATED WITH STILE. • 04105/17 R�C NO CHANGES MIS SHEET. 106 FULL PANEL JAMB LENGTH 60 OR 61 105 I. & 907-111 17 60 OR 61 5 5 SEE DETAII. G1 FOR FIXED 80 PANEL CLIP OCK PA-Ri7 SEE DETAIL G2 103 FOR FIXED PANEL CLIP 5 103 OR 61 6 ---- 16 17 60 OA 61 �ExTERIOR ,,- -TERIOR �l I EXTERIOR �I,EXTERIOR 3-TRACK JAMB v 3-TRACK JAMB v4-TRACK JAMB 4-TRACK JAMB Hi (SHOWN WITH H2 (SHOWN WHtH Ia (SHOWN WITH 12 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE FXTFRIOR) THE INTERIOR) 121 SEE DETAIL ON SHEET 15 3 4 113 5 113 5 EXTERIOR EXTERIOR 69 a a PRODUCT REVISED or, comp)ying with the Flortda Building Code 3-TRACK E 4-TRACK MAX. UNIT NOA-No. 17.0420.12 8 FRAME HEAD C FRAME HEAD HEIGHTPER TABLES 1-3 Explra4lon Dat•02/17/2020 By Miami -Dade odmt Control 60W(77�.—R EXTERIOR EXTERIOR 72 OR 73Jg115 ,��.........�7, eE 3-TRACK 4-TRACK FRAME SILL FRAME SILL = * No. 587o5 -_ _ '-�0,0'. SEA REF ��; f0/N7VENIC FL 3W5� -' o.wa % S+•'•�5.. ... .•'�? :1 (9(1/4eo.lsoo VERTICAL SECTION DETAILS � CERT. OFAUTH. MM SERIES 770ALUM. SGD-WINDOW-LMI s� 7j 1llll1111��1 wvrwmrromo • t SOeb� — "' ""0 A. LYNN MILLER, P.E. GD-770..0111 NTS 18 + 22 PGTO129 C P.E.R 58706 .lu aKnlrsnreu+�w ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) EXTERIOR ID EXTERIOR K EXTERIOR a 4 INTERIOR INTERIOR EXTERIOR V 60 OR 61 eINTERLOCK EXTERIOR tv v EXTERIOR L—J Q'% L ' ITEM #61 (HEAVY-DUTY 113 703 119 EXTERIOR 7 STILE) SHOWN, ITEM #60 s7 68 (STANDARD STILE) ALSO E STANDARD ASTRAGAL #67 I STANDARD STILES #60 HEAVY-DUTY ASTRAGAL #68 90' OUTSIDE CORNER L2 WITH HEAVY-DUTY STILES #91 N1 2-TRACK SHOWN E 90' INSIDE CORNER 2-TRACK SHOWN APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP WITH ASSOCIATED WITH (PSEXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN S. STILES. STIL.F (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) • • •• • • • • 32 •• •••• • LCCK BA� 75&1 37 103 61 EXTERIOR / � l 135- OUTSIDE CORNER Is•' • • • • • Ot 2-TRACK SHOWN • so • •• •••orivi • • o.m• wwrma: 04/05V17 C NO CHANGES THIS SHEET. ar..�er: orv: c's.dwaes or: JR 10110114 C� im 2Y a 0 IM TECHNOLOOYORIVI N. VENICE, FL 34276 (941)4t&I800 CERT. OFAUTH. i292D9 mnnaoxroan rorxolrrwcq.c. ,w.rvnrrswaavEo INTERIOR 4 INTERIOR 15 EXTERIOR ®135' INSIDE CORNER 02 2-TRACKSHOWN SERIES 770 ALUM. SGD - LM IMPACT .iavwe sr..nwe a•.oa�n. 6430-770 1 NTS 1 19 d 22 'PGTO130 PRODUCT REVISED as eomplpin with the Florida Building Coda NOA-No. 17-0420.12 Expiration Dato_-- /17/— 20020 By \`tl\111111'. / No.58705 O !V S�0NAL IIF A. LYNN MILLER, P.E. P.E.♦E 58705 • Item p GT# g.1 PGT# Description 17306 617306 2-TRACK HEAD - 2 173D3 617303 2-TRACK HEAD WITH SCREEN RAIL 3 173D9 61730D 3 TRACK HEAD 4 V312 - M7312 4-TRACK HEAD 5 17314 017314 FRAME SCREW COVER 6 17317 617317 FRAME HEADAAMB ADO -ON 7 17304 617304 2-TRACK SILL 8 173DI 617301 2-TRACK SILL WITH SCREEN RAIL 9 173D7 617307 3-TRACK SILL 10 1T310 517310 4-TRACK SILL 11 1T313 017313 FRAME SILL TRACK INSERT 12 17316 617315 FRAME SILL SCREEN ADDON (SEE NOTE 3) 13 17316 817310 FRAME SILL SCREEN END AOD•ON (SEE N01 E 3) 14 173D5 617305 2-TRACK JAMB 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 16 1T308 017306 3-11RACK JAMB 17 1T311 017311 4-TRACK JAM13 18 17322 817322 SILL RISER - FLAT, FLUSH, 1-112" 19 17319 017319 SILL RISER - BOX FLUSH, 1-172' 20 17321 817321 SILL RISER - FLAT, LOW, 2-1/Y 21 17316 817318 SII1. RIRFR-BOX LOW, 2-1/2- 22 17355 617355 SILL RISER - FLAT, MEOWM, 3-1/4" 23 17354 817354 SILL RISER - BOX MEDIUM, 3-114" 24 17323 617323 SILL RISER -FLAT, HIGH, 4" 25 1-1320 817320 SILL RISER - BON HIGH, 4" 26 17333 617333 POCKET P-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 817334 POCKET P-HOOK MOUNT 29 17335 617335 P-HOOK COVER 3D 17348 817348 POCKET P-HOOK FOR BOX RISER 31 11378 61707p 135 CORNER 32 17376 617378 1135 FLED MOUNT I I HMS 40-53 ARE SCREEN PARTS: 40 41 4319 51=8 7LOCKWCSK SCREEN SIDE RAIL -LO CKSTILE SCREEN LOCKSET 42 41818 SCREEN KEEPER SPACER SET 43 8152 68162 SCREEN INTERLOCK ADAPTER 414 4428 04428 SCREEN DOUBLE INTERLOCK 4 4317 612256 SCREEN TOP RAIL 48 4318 ♦ ♦ 812267 SCREEN BOTTOM RAIL 4 668 7SR%lIZ STANDARDROLLER 4 886 7SRAX STANDARDROLLER -ST. STL 4D 4344 • • 6434M SCREEN ASTRAGAL 50 17349 Om SCREEN ASTRAGAL AOAPI EK 570 1692 ♦ BOW SCREEN SPLINE -.165- SCREEN SPLINE -.15R" IF 5P 1894 • 4181694 •*TJT6V0 SCREEN CLOTH 5• 1TGri • • • 1Q" X4" X1!18" SET. BLOCK, NEOPRENE 85 16 1728 1' X4' X 1/18" SFT. BLOCK, NEOPRENE 8S+/5 • •♦•••• • • •• • •• ♦ • • •w• • • T "V uur: aewb,r• tt O4/06117 1 C I NO CHANCES THIS .SHEET. ftem PGT Dwg # PGT# Description 60 17325 617325 PANEL STILE 01 17326 a17320 817327 - PANEL STILE (HEAVY DUTY) WTERLOCK ADAPTOR --- 82 17327 63 1225 6TP248 VINYL BULB WS IP.- IHN(INS WE IN ERLUCK) 04 1729 71779 SILL END WEATHERSTRIP PAD 65 17328 y617328 INTERLOCK SCREW COVER 61 17329 811329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 1-1/2" X 1" X 3l4" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW-899, COW-9950R GE-7700 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 76 71032XIFPFX #1D32 X V FL 88 SCREW W/TYPE "F"TIP 77 7103239 1032 STEEL ZINC U-NUT 79 17357 1 617357 1" IG BEAD 80 17359 517359 7116" BEAD/ FLED PANEL CLIP 81 173W 617360 9/16" BEAD 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 01745 1745 LOWE INC, 1/2' X1I1W SGL SIDE ADH. TAPE, POLYETH. ___..-_.__...._--_. ROLLER ADJ. HOLE PLUG 100 8052 ..._- 48052 101 72087 JAMB BUMPER 102 1696 71696 DUSTPLUG 103 8186 781 FAX I"KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 1-1344 61734-4 1 FIXED PANEL CLIP - 6" LONG 106 17352re4�11000 352 FMD PANEL RETAINER-SH6" 10T 1739739 HANDLE KIT- INTERIOR RAISED WITH THUM BTURN 108 1740740 HANDLE KIT- RASED EXIERKIR HANDLE 109 17312SN HANDLE KIT -RECESSED INTERIOR WITH THUMSTURN 110 1732178 HANDLE KIT -RECESSED EXTERIOR PULL 111 PSDAX #10 X3/4" PH: PN. TER - S.S. 112 1235S16 WSTP,.270 X.1713-FIN SEAL 113 1712 A87"X230"F14SEAL 174 710X115PPX---- 115 710)(PPT #10 x 1" 116 720X1X 04-20X 1" S.S. 117 720XI12X #14-20X 1-1/2" S.S. 118 1lam 617336 90 DEGREE CORNER RECEIVER 119 17337 617337 90 DEOR EE OUTSIOE CORNER ASTRAGAL 120 17338 611733FI 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 FLED PANEL RETAINER, 7/8" A WNICE, FL U275 PARTS LIST (9N) 480-1600 — - CERT. OFAU714. #20198R— SERIES 770 ALUM- SGD - LM IMPACT rcr wexas ® & 77o NTS 20 a 22 PGTO130 .u<wsrrs�eearrn NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33.39, 56-59, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. PRODUCT REVISED as comPlying with the Florida B.Ilding Code Non -No. 17.0420.12 Expiration Date02117/2020 ami-Dads raducf Control \\�'M� ICENS ,el * : No.58705 *_ 'O /( fR llz ,�0�� . g P FtO O '/'/"'ONALIlIk1EN ` A. LYNN MILLER, RE P.E.# 58705 0080" 1.211" Z 5" T-m_tls�IA�J04A4 0.081" 02-TRACK HEAD 10 4-TRACK SILL (8063-16 AL) (6063-T6 AL) 1.211" _L 0.081 O2 2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) • • •••••• SOW* • 6.526" 0.080" Ll 1.505" O9 3-TRACK SILL (6063-T6 AL) 7.1051, 6.221" 0,080" 1.2111. 1" 1.505" -L 0.081" 03-TRACK HEAD Os 2-TRACK SILL UV/ SCREEN TRACK (6063-T6 AL) (6063-TO AL) 9.142" 1 2i 1" 0.081" 1 4-TRACK HEAD (6063-TO AL) • • 1.514" • • • + 0.060" O�+fEIE A-t•AD/JAMB SCREEN ApD•QN• (e06ii iAt) :ET 1 iJWA l• RISERS. w d05/17 C NO CHANGES THIS SHEET. 0.062" 0.537' 1.516" FRAME SILL SCREEN 12 ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. 18" 2-TRACK JAMB W1 1s SCREEN TRACK (6063-16 AL) 4.49" 0.081" 0.080" 1.505" O7 2-TRACK SILL C (6063-T6 AL) -may '0.060" 0.780" 1.990" FRAME SILL SCREEN 13 END ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. N. VENXE, A. 34275 (sat) 480-IMO CERT. OFAUTH. #29288 1.36" 1.36" 1,877' F 0.062" 1.019" 0.081" SCREEN 40 S TILE (6063-TO AL) 5.069" - 1.045" 1.993" 0.067' is U2-TRACK 45 SCREEN O TOP RAIL (6063-T6 AL) (6063-T6 AL) �{ 1.36" I-- 0.875" 1.993" L o.os2• 0.081" 0SCREEN 46 BOTTOM RAIL (6063-T6 AL) PRODUCT REVISED as complying with the Florida Bollding Code NDA_N.. 17-0420.12 9 141" E.plretion D.t. 02/1712020 By Miem Dad Product Control t0 3-TRACK JAMB (6083-T6 AL) n 4-TRACK JAMB (6063-T6 AL) EXTRUSIONS SERIES 770 ALUM. SGD - LM IMPACT SG.D-770 I NTS 1 21 d 22 PGTO130 C 7.106" 1 D .FLORIDP,,.' "'/9'01VAL ENG`` 01111 �," A. LYNN MILLER P.E. P.E.# 58705 • 0.718" U.83" 2.304' 3.802" 3.802" 0.752 0.752" - E :� F I � ___A LI 0.685" 0.574" 0.790" 1.163"� 0.062" 0.080" 0.062" � 0.264" 0.233" J 0.062" 0.075" FRAME SILL P-HOOK MOUNTING P-HOpK SCREW tt - ze P-HOOK /2a zs 00 P-HOOK FOR BOX RISER 5ME COVER OTRACK O OADAPTOR OCOVER OA80" O (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (606346 AL) (6063-T6 AL) (6063-T6 AL) 4 v2.44"- 135'CORNER - 4" D" 1.488" _ 1.739" �1 in- 0.133" 1 -�{ 1.303" 1.600 1.600 0,062" •080" 1.870" 1.888" 016" (� 3.125" 0.325" 3.125" D.062"INTERLOCK INTERLOCK 37 135" FIXED MOUNT 6o STANDARD STILE et HEAVY DUTY STILE s2 g5 O(8083-T6 AL) O(6063-T6 AL) (6063-T6 AL) O(6063-T6 AL) AD OSCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979 0.075" 1.645" 0.125"" 87 STANDARD ASTRAGAL (6063-T6 AL) 1.003" • •• • 0.767" •De50O" FIX • 105 PANF4.GIelli • • (6063-T6 AL) • • •• •• be 0.080" • • • toe FI 6" (� -- 4.125" - --" 1.645" 0.062" 1.304' O I 1 F+ 3 25" 0.281" - 4 I+- Ba HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL (6063-T6 AL) (6063-T6 AL) 0.080" 0.709" 086 .3 EYERETAD PANEL tea INER. 7/8" (6063-T6 AL) NO CHANGES l'o-ow 4��5.621" 2.893"0.133" 1.498" 0.133" 1,408" 4' 5.621" �lc - 2.826" O 8 90" INSIDE CORNER ASTRAGAL 1 i9 90" OUTSIDE CORNER ASTRAGAL (6063-T6 AL) 8-90" CORNER RECEIVER (6063 76 AL) (6063-T6 AL) 1070 TECHNOLOOYDRNE M wvrC& FL 34775 EXTRUSIONS /sar/�ao-rcao CERT. OFAOTH.,nam SERIES 770 ALUM. SGD - LM IMPACT sGO-77o I NTS 1 22 • 22 1 PGT0130 L1.050" 1.01.050" Fo�145- O f 46" 465" .045' GLAZING Ts BEAD (I.G.) 7/16" GLAZING 80 BEAD, FIXED ar 9/16" GLAZING BEAD PRODUCT REVISED (6063-T6 AL) PANEL CLIP 6 ALNEL 6063-T ( ) as complying with the Florida Building Code (6063-T6 AL) NOA-No. 17-0420.12 Bxpiratlon Date 02/1 W2020 ey ` * No,58705 ' ' SATE OF(- V�� COS'•.�(ORIDN •'•GN 7."ONAL A. L`IISIUNILLER P.E. RE.r158705 M IAM I-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE(NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamida4g.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series "SH7700A" Aluminum Single Hung Window — L.M.I. Drawing No. - , i e ummum Single Hung Install (LM)", sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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 regiile„st pflhg Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as Wgll as aptttv�l,icfiur►entmentioned above. . .. . . . . ... . .. ... .. . . . The submitted documentation was reviewed by Manuel Perez, P.E. .. .. ... ... ... . . [Approval ;TIOA•NQ. ;8-0430.06 ation Date: Augusr23, 2023 Date: August 23, 2018 •. ... Pagel . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6" Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). .. .... . . . . .. . ......... . .. .. ... Ma tie-� ez . :. jlrodpct Copt V-V iner :. ; • ;:40A� 1.0.06 �Expiralion 13ate: August•23, 2023 Approval Date: August 23, 2018 E -1 ... . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6rn Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, RE G. OTHERS 1. None. .. ... . . . . . .. . .. . . . . .. . .. .... .. . . . . ••. .�. ... ... MapuelPgr , E. • • Pro*ct C4jroCE a ner :. : T1OA• 1�.18; 30.06 • • Expiration bate: August 23, 2023 Approval Date: August 23, 2018 . . . . . . . . . . • .. .. . . . .. .. ... . . . ... . . SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7, 12, 13 OR 15. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES'. A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO, 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7836.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; NATIONNAjLttSRa-�l SPECIFICATION FOR WOOD CONSTRUCTION, ANSNAF&PA NDS & ALUMIRLW Q&IG: MANUAL • • • •••••• l l) A*PLICABLBIEGRESS REQUIREM+t-1T5 TO B9I1,0IEWE: BY BUILDING OFFICIAL. cuo� e F CACH CnNFIr_I IRATInus AND RHAQFR —►10 WIDTH ��- T WIDTH •-••'} • WIDTH •i i • _ •••_ ni: RECTANGULAR •WITH EQUAL • • 411EGS1SH •DIUS-TOP TH PROVIEW • • • • •SASH • RECTANGULAR • •WITH CUSTOM • SASH ALL SHAPES WITH ALL SA&je(QSFTGURATIONS ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. \17-13/16" MAX O.C/-, DESIGN PRESSURE RATING IMPACT RATING ?7 18-318" MAX. VARIES PER GLASS TYPE, LARGE & SMALL MISSILE /,! SEE SHEETS 2-5 IMPACT RESISTANT i /� 17-3/4" MAX. 17-3/ 52-1/8" MAX BUCK WIDTH F (17-1/4" BUCK) MAX 9-12 MAX. 4-11116" MAX. B, SEE _ _ O C. (9" MAX. BUCK) , SEE 5" MAX. O.C. SHEETS 8 & 9 SHEET 10 A, SEE Q SEE SHEETS 8 & 9 � SHEET I EQUALLY SPACED ANCHORS PER l TABLES 6 8 7 I p17.3116" MAX. O.C. 17/ l I/ + i MAX. 83" �— TIP MAX. 12-1/16" MAX. O.C. TO BUCK _ X I Q TIP X 4 HEIGHT EQUALLYSPACED I j• i I .HEIGHT ORS PR .C. TABLES 6 &ANCH-� 7 / y 9-112" MAX. (9" MAX. BUCK) 1 A 1 NO ANCHORS AT SILL D _ 7 e 53-118" MAX. TIP TO TIP WIDTH V WEEP NOTCH 4-11116" MAX. —�r�T WEEP NOTCH AT EACH END AT EACH END ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN FRAME SHOWN WITH SHOWN WITH EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION TART F 1 Al I nWARI. F C11 ASS TYPES TDIP ype Description (Listed from Exterior to Interior) Table # 1 1/8"AN, .090" PVB, 118" AN 2 2 13116" LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 118" AN 2 3 13/16' LIG: 1/8" TP CAP, AIRSPACE, 1/8"AN, .090' PVB, 1/8" AN 3 4 1/8" HS, .090" PVB, 1/8" HS 4 5 311 S" AN. .090" PVB, 3/18"AN 4 6 13116'LIG: 3/16" AN CAP, AIRSPACE, 118" AN, .090" PVB, 118" AN 4 7 13/16" LIG: 3/16" TP CAP, AIRSPACE, 1/8" AN, .099' PVB, 1/8" AN 4 8 3116" AN, .090" SG, 3/16" AN 5 9 3/16" HS,.OW' SG, 3/16" HS 5 10 13116'LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 5 11 13116'LIG 118" AN CAP, AIRSPACE, 3/16" AN. 090' SG, 3/16" AN 5 12 13115" LIG. 1/8" TP CAP, AIRSPACE, 10' HS, .090" SG, 1/8" HS 5 13 13116" LIG: 118" TP CAP, AIRSPACE, 3116" AN, .M' SG, 3/16" AN 5 14 13116'LIG: 3116' AN CAP, AIRSPACE, 118" HS, .090" SG, 1/9" HS 5 = 13/16" LIG: 311V TP CAP, AIRSPACE, 1/8" HS, .090" SG, IS" HS 1 5 CODES l STANDARDS USED: 02017 FLORIDA BUILDING CODE (FEIC), 6TH EDITION •ASTM El300-09 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S700-12 •AISC 360-1 D SG= KURARAY SENTRYGLAS KURARAY AMERICA, INC. PVB = KURARAY TROSIFOO KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 & 7. 4) INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION, SHEET 8 FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). ® INTERLAYER BY GENERAL NOTES ................................................. 1 ELEVATIONS ...................... _...... _.....,.................. 1 PVB INTERLAYER BY DESIGN PRESSURES / GLAZING DETAILS........ 2-4 ANCHOR QUANTITIES ......................................... 5-6 INSTALLATION, FLANGE......................................7 INSTALLATION, EQUAL LEG.., .. ............... 8 INSTALLATION, INTEGRAL FIN.. ......... ....... 9 EXTRUSION PROFILES .......................... ........... 10 ASSEMBLY & PARTS LIST .................................... 11 LU z r W w_ O o O to }n O CN 7 O Z LL aN mi W 0 7 UUd ® J UJ H' W �. a av sM a Q 1 Z Z O O = Q W W LL ® N W -' a U W F Z O aay5 a O O !n 2 Z Z J K W Z r S -I Q W U rn \111lll llll/T .�` Ny LYN/y * ; No.58705 �O�'.• ST TEOFPt ORIDP (V; S10NAL Ir1.�. liti A. LYNN MILLER, P E. P.E.# 511705 TABLE 2: Bottom Sash Description for Giten Range Sash Height Range 0n) Design Pressure (lbslftz) for Glass Types 1 & 2 Tin to Tip Width 18" 1 25" 33" 1 37" 1 41' 45' 49 53-'118" 24" Equal-Ide 12,464 +65.0 -W.0 +650 1 80.0 +65.0 -800 1 +65.0 .80.0 +65.0 -80.0 +65.0 1 800 +65.0 -80.0 +65.0 80.0 Equal-lite 15,964 +65.0 -80.0 -65.0 80.0 +65.0 -80.0 +65.0 -80. ++65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 : -no 3t` Standard ProUew 12.994-15.963 +65.0 80.0 +65.0 -80.0 *65.0 80.0 *65.D -80.0 +65.0 80.0 +65-0 -80.0 +65.0 -80.0 +66.0 -800 Shortest 12.464 - 12.993 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65 0 80.0 +65.0 1 80.0 +65.0 -80.0 +65.0 -80.0 EquaNite 19.652 +65.0 -80.0 +65 0 -80.0 +65.0 -80.0 +65.0 80.0 +650 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 . -80.0 Standard MMa`W 15.944 - 19,651 +65.0 -80.0 +65.0 -80.0 +65.0 i 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 378 Custom Size 15. 131 - 15.943 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 , -80.0 Custom Size 14, 131 - 15. 130 +65.0 80.0 -65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 i -80.0 Shortest 12.464-14.130 +65.0 80.0 +65D -80.0 +65.D -80.0 +65.0 -80.0 +65.0 -80-0 +65.0 80.0 +65.0 -80.0 +65.0 i .80.0 Equal-lite 22964 +65.0 80.0 +65.0 -80.0 +65.0 ' 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -800 +65.0 -80.0 Custom Size 20. 131 - 22.963 +65.0 -80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 .800 +65.0 .80.0 Standard P-- 18.594 - 20.130 +65.0 -80.0 +65.0 W.0 +65-0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -600 46' Custom Size 18.131 - 18.593 +65.0 -80.0 +65.0 80.0 +650 ; 80.0 +65.0 -80.0 +650 -80.0 +65, 0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 15. 131 - 16.130 +65.0 80.0 +55.0 80.0 +65.0 80, 0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66 0 '. -Boo Custom Size 14. 131.15.130 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0; -80.0 +65.0 -80.0 +65,0 -80,0 +65.0 -80.0 Shortest 12,464 . 14.130 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 ' -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Equei4ite 24.964 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -60.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 Custom Size 22,131 - 24.963 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -8D.0 +65.0 -80.0 +65.0 .80.0 +6&0 -80.0 Standard Prowew 20, 194 - 22.130 +65 0 -80.0 +650 -80.0 r65.0 -80.0 +65.0 -B0.0 +65.0 80.0 +65.0 -80.0 +65, 0 -80.0 +65.0 .90.0 49' Custom Size 18131-20.193 +65.0 -80.0 +65.0 80.0 +65.0 i 80.0 +65.0 -30.0 -65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0! 8D.0 Custom Size 16,131 - 18.130 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65,0 800 +65.0 -BO.0 Custom Size 14.131 - 16. 130 +65.0 -8 .0 -65.0 _W 0 +65.0 80.0 +65.0 -80.0 +850 80.0 +650 80.0 +65.0 -80.0 +65.0 -77.6 P 12.464 - 14.130 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 ; 80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.1 °i Equal4ite 25.777 +65.0 80.0 +65.0 -80.0 +65-0 -80.0 +65.0 80.0 +650 ! -aao +65.0 80.0 +65.0 80.0 +65.0 -8011 a us om rze 24,131 - 25.776 +65.0 -80.0 +85.0 -80.0 +65.0 80 0 +65.0 80.0 +65.0 ! 80.0 +65.0 -80.0 +85.0 80.0 + o Standard Pro+it- 20.644-24. 130 +65.0 80.0 +6&0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65,0 -80.0 +65.0, .50.0 L y8, Custom Size 20. 131 - 20.843 +65.0 80.0 +6&0 -BO.O +65.0 80-0 +65.0 -80.0 +B6.0 80.0 +65.0 -80.0 +65.0 80.0 +65 0 �. -80.0 Custom Size 18.131.20. 130 +65.0 -80.0 +65.01 -80.0 (+65.0 80.0 +65.0 -80.0 +65.0 80.0 +6,5.0 80.0 +65.0 80.0 +65.0 80.0 Custom Size 16.131 -18. 130 +65.0 -80.0 +65.0 -90,0 +65.0 80.0 +65.0 -80.0 +66.5 80.0 +65A 80.0 +65.0 -W O +65.0 -77.6 Custom Size 14. 131 - 16. 130 +650 80.0 +65.0 ; -80.0 +65.0 80.0 +65.0 -80.0 +65.0 8OA +65.6 80.0 +65.0 -80.0 +65.0 -751 Shortest 12.464-14. 13D +65.0 -80.0 +65.0, -80.0 +65.0 80.0 +65.0 -80.0 +66.0 80.0 +65.0 80.0 +65.0 -80A +65.0 -739 Equal-lite 31, 964 +65.0 80.0 +65.0 .80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65,D 80.0 +650 '. 80.0 Custom $ize 28.131 .31 963 +65.0 80.0 +65.01 -80,D +650 80.0 +65.0 -80.0 +65.0 80.0 +65.01 80.0 +65.0 -80.0 -65-0 .77.6 Standard Pro iew 25.794 •28. 130 +65.0 -80.0 +65.0 -80.0 +86.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 1 -739 Custom Size 24.131 - 25,793 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -BO 0 +65.0 80.0 +65.0 80 0 +65.0 -80.0 +65.0 -72.7 63" Custom Size 22.131 • 24 130 +65.0 -80.0 +65.0 .80.0 +65,0 -80.0 +65.0 .80.0 +65.0 80.0 +65.0 80.0 +65.0 -78.8 -65.0 -705 Custom Size 20.131-22. 130 +65.0 -80,0 +65.0 -80.0 +65,0 -80.0 +65.0 .80.0 +65.0 800 +65.0 80.0 +65.0 -77.1 +65.0 884 Custom Siza .1 1 - 130 +65.0 .80.0 +85.0 -W 0 +650 -80.0 +65.0 80.0 +65.0 80 0 +65.0 80.0 +65.0 -75.4 +65.0 -66.5 Wstom Size •1%131-'j.130 +65. -80 +65.0 -800 +65.0 -800 +65.0 -80.0 +65.0 80.D +65,0 -77.1 +65.0 -73.8 +64.71 84.7 • • honest 13.1941 - 16.130 +650 40.0 465.0 -80.0 +65.0 -80.0 -65.0 80.D +65.0 -75S +65.0 -71S +65.0 88.2 +62.3 l -62.3 Equal-lite +65.0 .800 065.0 .80.0 +65,0 800 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +1550 -80.D +65.0 -739 *04 • Orstom Size 0M.131 - VASS +65,J -80.0 65.0 .80.0 +65.0 -80.0 +6&0 -80.0 +65.0 80.0 +65.0 1 80.0 1 +65.0 .79.8 +65.0 .71.6 • • Custom Size 34,131 - 36.130 +656 1 ♦0.0 035.0 80,0 +650 -8010 +65.0 80.D l +65.0 80.0 +65.0 -80.0 +650 -77.9 +65.0 1 894 076" Standard Pmtiew 37994 - 34.130 +651t i ftt 4 065,0 -80.0 +66.0 80.0 +65.0 80.0 *65.0 80.0 «65.0 80.0 +65.0 -75.4 +65.0 1 86.5 • • • • •udam Siza 3P 131 - p.993 +65.0 0 65.0 80.0 +65 0 80.0 +6&0 8a 0 , +65 0 80.0 «65.0 -78.9 +65.0 -74.6 +65.0 -65.6 • • • Guslom Size 28. �1 - 80.13D +650 -8W +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -79.1 +66.0 -75.3 +65.0 771.9 +63.8 83.8 • Shortest 26.194 - 8.130 +6 . J 065.0 -80.0 +650 80.0 +65.0 - 00. ++65.0 -75.9 +65.0 -71.8 +65.0 .68.2 +62.3 -623 • • • • EquaHite 42.IV +65.0 0 +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85.0 80.0 +65.0 -800 +65.0 .77.9 +65.0 89.4 M, ustom Siz 3E.46•-•2.463 +69U 80.0 •65.0 .0 +65,0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -78.9 «fi5.0 -746 +65.0 85.6 • • • • lard Proven 34 194' - 8.130 +65.0 .0• +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.9 +65.0 -71.8 +65.0 -68.2 +62.3 82.3 NOM. -�I5116" ��- GLASS STACK 118" AN GLASS .090" PVB 30 118" AN GLASS 26 U2" NOM. GLASS BITE EXTERIOR a -I AIRSPACE 118" AN GLASS EXTERIOR a 13116" NOM. GLASS STACK 090" PVB 1l8" AN GLASS 1 BITE IGLASS GLASS TYPE 2 ci a0 Y LU z o U3) n.y F o O O 3' U) no, a10 c� N z y , O O rc+1 J av U) Z Z J O ZLL O Or = W R2, J 76 o 00 2 LU Z O V Z 0 LL O _ (V ® N W � U - Z_ O � O J 00 N Z m ti w U � Fa- _ J a- cn Q 0 • MINIMUM SASH HEIGHT FOR FLANGED WINb0"dB•TJV TO TIP HEIGHT- 49.391 YIWNp�ll��rr��$$®®10fL1M"$RSH HEIGHT FOR INTEGRAL FIN ANDBEQUAL LEG WINDOWS IS: BUCK HEIGHT - 48,391 = MI 4ISH HEIGHT FQRtNtGED, RAOII641-fif"NDOWS IS: TIP TO TIP HEIGHT- 49.806 STBF MINIMUM SASH HEIGFWJgCNTEGRAL FINkND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 �O ••, 1) TIP TO TIP DIMENSIONS•SW%V!FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 77�7NAL_ 1V?\`\ 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. AN=ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FI7 WITHIN. TP- TEMPERED A. LYNN MILLER, P.E. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS= HEAT STRENGTHENED RE N 58705 Bottom Sash Desadption I.,ng r Gi_ Rae sasn Heigrn Ra'G.(in) Design Pressure (Ibse) for Glass Type 3 13116" NOM. GLASS STACK .090" PVB AIRSPACE 1/8" TP GLASS 1/8" AN GLASS 31 75 -^�,.,R 56 @" LA NOM. EXTERIOR GLASS BITE 70-73 0R. 58 GLASS TYPE Tp to Tp Wdth 18" 25" 33" 3T 41" 45" 49' 53-1/9' 24" 31" 38-3•8" 45' 49' P o F 63' • 0 4 • *76" • 0 0 -'►0 84" Equal -lice 12.464 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -So 0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65 0 i -80.0 Equal -life 15.964 +65.0 $00 +65.0 $0.D +65.0 $0.0 +650 $0.0 +85.9 $0.0 +65.0 •-Bobo +65.0 -Bobo +650' -BOLO Standard Prniew 12.994 - 15.963 +65.0 -80.0 +65.0 -80.0 +6&0 $0.0 +65.0 -80.0 +65.0 -80.0 +s5.0 -BOLO +65.0 -800 .650 ' -80.0 Shortest 12.464 - 12,993 +65.0 -80.0 +65.0 -80.0 +65.01 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -Bobo +65.0 -Bobo Equal -life 19.652 +65.0 -80.0 +65.0 $0.0 +65.0 $0.0 .65.0 -80.0 +65.0 -80.0 '65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Standard P-a 15.944 - 19.651 +65.D .80.0 +6&0 -80.0 -650 � -80.0 +650 so.o +65.0 $0.0 +650 -80.0 +65.0 .800 +65.0 -Bobo Custom Size 15.131 - 15.943 +650 -80.0 +65.D -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 Custom Size 14.131 - 15.130 +65.0 $0.0 +65.0 -80.0 +65.0 $0.0 +650 -80.0 +650 -80.0 +65.0 -00.0 +65.0 -80.0 +65.0 -80.0 Slwrtest 12.464 - 14,130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -BO.0 +65.0 -80.0 +65.0 -aO.0 Equal -lire 22.964 +65.0 $0.0 *65.0 -80-0 .65.0 $0.0 +65.0 -BOLO +85.0 -Bobo +65.0 -Bobo +65.0 -Bobo +65.0 -Bobo Custom Size 20 131 - 22.963 +65.0 $D.0 +65. D -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BO 0 +65.0 -50.0 Standard Prodew 18.594 - 20.130 +65.0 -80.0 +650 .80-0 +65.0 .80.0 +65.0 -80.0 +66.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131 - 18,593 +66.0 80.0 +65.0 -80.0 +65.0 ! -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 Custom Size 15.131 - 16.130 +65.0 $0.0 +65.0 -80.0 +650 $0.0 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 -BO.O +6&0 -80.0 Custom Size 14.131-15.130 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +560 -BOLO +650 -80,0 +65.0 -80.0 +65.0 -80.0 +65A -80.0 Shortest 12,464-14.130 -65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -BOLO +SSO $0.0 +65.0 $0.0 +65.0 -80.0 +6EO -50.0 Equal -life 24.964 +65.D -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +6SO $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 22.131.24.963 +65.0 -80.0 +65.0 -80.0 +65.01 -80.0 +65.0 $00 +65.0 1 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 Standard Prwicw 20.194 - 22130 +65.0 -80.0 +65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 $0.0 Custom Size 18A31-20. 193 +65.0 $0.0 +650 -80.0 +65.0 -Bobo +65.0; .80.0 +65,0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131 - 18.130 +65.0 -80.0 +65.D -80.0 +65.0 $0.0 +650 .80.0 -6&0 $00 +65.0 -80.0 +65.0 -80.0 +65.0 -80A Custom Size 14.131 - 18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0 0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Shaded 12.464-14.130 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +660 -800 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 1 -800 Equal -life 26.777 +65.0 -80.0 +65.0 -80.0 +65.0 -Bobo +650 -SOLO +65.0 -80.0 +6&0 -80.0 +65.0 -8 0 +65.0 $0.0 Custom Size 24A31-25.778r+65.0 -80.0 +65.0 -800 *65.9 -Bobo +65.0 -BOLD +65.0 -80,0 +65.0 -80.0 +6&0 80.0 +65.0 -80.0 Standard Pwaw 20.844-24. 130 -80.0 +65.0 $0.0 +65.0 -80.0 +650 $0.0 +65.0 -80.0 +65.0 $0.0 +65.0 .80.0 +6&0 -80.0 Custom Size 20.131 - 20.843 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -00.0 +650 -80.0 *65.0 -80.0 +650 -90.0 +65.0 -no Custom Sae 18.131 - 20. 130 -60.0 +65.0 -80.0 +65-0 -80.0 +65.0 -80.0 -65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 16.131 - 18.130 -80.0 +65.0 -80.0 +65.0 .80.0 +650 -80.0 +65.0 -80.0 +65.0 $00 +65.0 -80.0 +65.0 -80.0 Custom Sao 14.131 -TT-130 $0.0 +65.0 .80.0 +65.0 $0.0 +65.0 -80.0 +650 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 .800 Shortest 12.464-14,130 80.D +65.0 -80.0 +6&0 $O.D +65.0 $0.0 +65.0 -80.0 -65.0 -800 +65.0 -80.0 +65.0 -80.0 Equal -lit. 31.964 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 -800 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Custom Sae 28.131 - 31.963 +65.0 $0 0 +65.0 $0.0 +65.0 -80.0 +6&0 80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -Bobo -65.0 1 -80.0 Standard P"ew 25.794.28.130 +65.0 -80.0 +65.0 -WO +65.0 -80.0 +6&0 -80.D +65,0 -80.0 +65.0 -80.0 *65.0 -80.0 +65.0 -80.0 Custom Sae 24.131-25.793 +65.0 $0 D +65.0 -80.0 +650 $0.0 +65.0 -Bao +65.0 1 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 Custom Size 22131-24.130 +65.0 .80.D +65.0 -80.0 +65.0 I -80.0 +65.0 -80.0 +65,0 1 -89.0 +65.0 -80.0 *65,0 -80.0 +6&0 -80o Custom Size 20.131-22.130 +65.0 -80.0 +B6.0 -80.0 +65.0 1 -80.0 +65.0 -Bobo *65.0 -Bobo +650 $0.0 +65.0 - 00.0 +65,0 58.0 Custom Sae .1 .130 +65.0 -80.0 .65.0 -BO0 +65.0 -80.0 +6&0 SO.11 +65.0 -80.It +65.0 -80.0 +65.0 -80.0 +65.0 -75.8 (0stom Size elrr131 - 1#130 +65.6 -80.11 +65.0 -80.0 +65.0 -80.0 +65.0 $O.D +65.0 , $D.0 +65.0 -80.0 +65.0 -80.D +65.0 -73.8 16.130 +65.• -W 0 *5.0 -BD.0 +650 -80.0 1 +65.0 -800 +65.0 -90.0 -65.0 -80.0 -65.0 -77.7 +85.0 -71.0 EquaNrle a8a +65.0 -BD.0 r%5,C -80.0 +65.0 .80.0 +660 -80.0 +65D -80.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80D T &.torn Sae *36.131 - 71.483 a65. -80.0 45.0 1 -60.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -Wo Custom Size 34.131-36. 130 +65• -WO {i5,0 -Bobo +65.0 -80.0 +65.0 $00 +65.0 .80.0 +65.0 -50.0 -65.0 -80.0 +65.0 -79A Standard ProNew 3 .994 - 34.130 *65. - ! 465.0 -Bobo +85.0 -Bobo +65.0 -Bobo +65.0 -Bobo +85.0 -Bobo +65.0 -Bobo +65.0 -75.8 • ttustom Size 131 - y1.993 +65.0 -10 D +65.0 -90.0 +650 $0.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.8 ustom Size• 28. 1111-IS. 130 +656 -8V +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -Bobo +65.0 -80.0 +65.0 -8D.0 +65.0 -72.7 Stwmest 726 194 - 78.130 +65, e550' -Bobo +650 -80.0 +65.0 $0.0 +65.D -80.0 +65.0 -90.0 +65.0 -77.7 +65.0 -71A 0EquaHhte 42.41p +65.0 +65.0 -80.0 +660 - -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -791 ustomi Size .14*-411463 80.0 +65.0 . -80.0 +65.0 4i0.0 +65.0 80.0 +65.a 80.0 +65.0 -80.0 +66.0 -74.8 lydard Prowew 34A94'- 8.139 +65.0 +65.0 -Bobo +65.0l -Bobo +65.0 $0.0 +65.0 -80.0 +65.0 i 5i) 1 +65.0 1 .77.7 +65.0 1 -71.0 -11914IMUM SRSH HEIGHT FCP2 FLANGED WINPL" 6ioTi TO TIP HEIGHT-49-391 MII�,Jp i&SH HEIGHT FOR INTEGRAL FIN ANDEQUAL LEG WINDOWS IS BUCK HEIGHT- 48.391 It�UIU$XSH HEIGHT FCE12&AGED, RADIU 4rWWANDOWS IS: TIP TO TIP HEIGHT- 49.806 MINIPAUM SASH HEIGHTJCy2 NTEGRAL FINAND E` fAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT- 48.806 0 • • 1) TIP TO TIP DIMENSIONSFIir".*FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE nP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE, 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. AN=ANNEALED TP=TEMPERED HS- HEAT STRENGTHENED r; OD Y W i 1 y _ O CO 3 .,as d' w m O (n K O (n Q Z Z w Z p co i Co U U 0 z v f3 o u. .,i W G H i J\, ONC W U ¢ r0 J V a (~ U Z S LL O to m ® m J x ? 1n O J O K Z OD Q O n U F- _ J OL Q � Op1Y LYNNM'�.,, ( * ro No. 58705 -mil w �&E 4%O T . i /& '.FCOR.....' G\�� '/S!O1NAL ': A. LYNN MILLER, P.E. P.E.# 58705 TART F 4 Design Pressure (lbsfft2)for Glass Types 4.7 Bat- Sash Descriplion Giu= Ra "9e Sash (in) Range(in) Width Tip To Tipbr 531l8' 24' Equal-lite 12464 +65.0 70 31' Equal4ite Standard Prvdew 15.964 12.994 - 15. 963 +65.0 1 -80.0 +06.0 : -80.0 Shortest 12.464 - 12993 +65.0 180.0 Equa14d. 19.652 +65.0 -80.0 Standard PrWew 15.944-19661 +66.0 ZOO 38-3/9' Custom Size 15AM - 15.943 *65.0 -80.0 Custom Size 14.131 - 15.130 +65.o -80.0 Shortest 12 464 -14.130 +65.0 i -80.0 Equal -lire 22.964 +65.0 , -80.0 Custom Sae 20.131 - 22.963 +65.0� Standard P-- 18.594 - 201301 +65.0 1 -80.0 45" Custom Size 16,131 - 18,593 +65,0 -80.0 Custom Size 15.131 -18.130 +85 0 -80.0 Custom Size 14,131 - 15.130 Hi -60.0 Shortest 12.484-14.130 465.0 -80.0 Egtal-lite 24.964 +65,0 -80O Custom Size Standard Pnoi 22.131-24.963 20, 11-22.130 +65,0 +65.0 -80.0 -80.0 49" Custom Size 18. 131 - 20.193 +65.0 -80.0 Custom Size 18. 131 - 18.130 +65.0 .80.0 Custom Size 14,131 - 18.130 +65.0 -80.0 Snortest 12.464-14, 130 +65.0 -800 Equa-lite 25.T77 +65.0 -80.0 o Custom Size Sta Xle d PrWew 24.131-25.778 20.944-24.130 +85.0 +85.0 410.0 -80+0 P 505f8" Custom Size 20.131 - 20.843 +65.0 .80.0 Custom Size 18. 171 -20. 130 +65.0 -80.0 Custom Size 18.131 - le 130 +65.0 -80.0 Custom Size 14.131 - 16.130 +65.0 1 -80.0 Shortest 12.464 -14 130 +65.0 -80.0 Equal44e 31.967 +65.D _80d Custom Size 28131-31dard , 963 +65.0 410.0 StanPnwew 25794-2&130 +65.0 �0.0 Custom Size 24 131 - 25. 793 -65.0 i -80.0 63" Custom Size 22.131 - 24.130 +55.0 ; -80.0 Custom Size 20,131 - 22,130 +55.0 -80.0 Custom Sae 18131-20,130 +65.0 -110.0 "ISize e t 1 10 • 81111ortest 1300* - 16, 11 +65.0 •80.0 • u.1-life 38.484 +55.0 •80.(• Custom Sae 1 1- 3. 3 +65.0 0 • • �'. 61•tom Size Standard Praiew 36131 - 38. 0 30.994-34.130 +650 +&5.0 •80.� • Custom Size 30.191 - 30,903 +1 •OO.• • • "tom SIZe 4 jil - 30. 0 +t35.0 Shortest 8.194► 28.W +6SO w800 gtal-lite 42 • +65-0 E� j4y� melon 31ze 36.131 -42 3 +85.0 80.0 Stannam Prod 3)1*,-�30 +850 0 L_ 5116" NOM. f GLASS STACK .098' PVB 1/8" HS GLASS kGLASS "LASS 30 28 ExrERIOR TE 34 GLASSTYPE 4 7/16' NOM. ~ GLASS STACK 3/16" AN GLASS .090" PVB 30 3l1�GLASS 27 112" NOM, EXTERIOR GLASS BITE a 74 34 GLASS TYPE 5 NOM. Imo- GLASS S STACK GLASS PVB AIRSPACE090" 3116" AN GL 1/8' AN GLASS EXTERIOE XGLASS a®OR 13/16" NOM. GLASS STACK AIRSPACE .090"PVB 3/16" TP GLASS i!8" AN GLASS be 31 74 40a 5 IQ" NOW TFx • GLASS SITE �•• �OR 5 70 73 • GLASS TYPE? •• • ' Myl*WPA H HEIGHT Ift FLAMED WINDOOA9. IMP TO TIP HEIGHT-49.391 M•1IMUM SAQH HEIGHT FO@q INTEGRAL FIN Vq[Jjp UAL LEG WINDOWS IS: BUCK HEIGHT - 48,391 MINIMUM SASH HEIGHT FO, FLANGED, RADRIS %ADOWS IS: TIP TO TIP HEIGHT- 49.806 MIHI•+1 W WEH HEIGHT FOP L"RAL FIN � (�J"EG, RADIUS TOP WINDOWS IS: BUCK HEIGHT • ••• • •• •• •••••• •••• Design Pressure for Glass Types B-15 Bottom Sash Description for Gii Rage Sash HeightWidtToh Range M) Tp Tp 531/8" 24" Equai-the 124e4 -BOY 410A Equaldits 15.954 +80.0 -110.0 31" Standard Pn A- 12.094 - 15.963 +80.0 -110.0 Shortest 12.484 - 12.03 +80.0 -110.0 Equal -lit. Standard Proaiew 19.552 15.944 - 19,651 +80.0 -80.0 -110.0 -110.0 31 Custom Size 15.131 - 15.943 +80.0 -110.0 Custom Size 14+131 - 15.130 +80.0 -110.0 Shortest 12.484 - 14.130 +81 .110.0 Equal-lite 22964 +80.0 -110.0 Custom Size Standard Prouew 20+131 - 22.963 18.594-20.130 +80.0 +1 -110.0 -110.0 45" Custom Size 16+131 - Ie593 +80.0 -110.0 Custom Size 15,131-18,130 +BO.O -110.0 Custom Sae 14.131 - 15.130 +80.0 -110.0 Shortest 12A 4-14.130 +80.0 -110.0 Equel-lite 24. 984 +80.0 -110.0 Custom Size Standard PtWew 22.131-24.963 20.194-22.130 +80.0 +60.0 -110.0 -110.0 49' Custom Size 18.131-20.193 +80.0 -110.0 Custom Size 10.131 -18.130 +80.0 -110.0 G:stom Size t4. 131 - 18.130 +80.0 -110.D 2, Shortest 12484 - 14.730 *80.0 -110.0 Q' Equal -fits 25,777 +50.0 1 -110.0 =a Custom Size 24.131-25.776 +80.0 -110.0. c Standard Pru cmv 20,844 - 24,130 +BOO i -110.D Custom Slze 20.IM -20843 +80.0 -110.0 SO-MB Custan Sim 18.131-20.130 +80.01-11D0 Custom Size 1&131 - 18.130 +80+0 -110.0 Custom Size 14.131 - 18.130 +80.O -1100 Shortest 12.464 - 14.130 +80.0 -110.0 Equel-Ilte 31.964 +80.0 -110.0 Custom Size Standard PlWEw 28,131 - 31,963 25194-28.130 +80.0 +80.0 -1100 -110.0 Custom Size 24. 131 - 25.793 +80.0 -110.0 63" Custom Size 22.131 - 24+130 +80.0 -1 IOC Custom Size 20. 131 - 22130 +80.0 -110.0 Custan Size 18.131-20.130 +80.0 -110.0 Custorn Size 16,131 - 18.130 +80.0 -110.0 Shortest 13, 1W-16130 +1 -110.0 Equal-lite 3&464 +80.0 -110.0 Custom Size 36,131-311483 +80.0 -110.0 76' Custom Size Standard Prouew 34.131-3&130 30.994-34. 130 +80.0 +80.0 -110.0 -110.0 Custom Size 30 131 - 30.993 +80.0 -110.0 Custom Sim 28.131 - 30.130 +80.0 -110.0 Shortest 26194' - 28,130 +80.0 -111 EquaHlte 42A64 +80.0 -110.0 84" CLstom Sae 38.131 - 42483 -Ti -110.0 Standard PrWea UAW -38.130 +00.0 1 -110.0 488W �311. GLASS 30 LASS 25 12" NOM. EXTERIOR GLASS BITE a 74 34 GLASS TYPE 8 -f 13116' NOM. GLASS STACK 090" SG AIRSPACE 1/8" AN GL 11B' HS GLASS 31 74 ®OR 5 112" NOM. EXTERIOR GLASS BITE ®OR 70 73 GLASS TYPE 10 +- 13116" NOW GLASS STACK .090, SG AIRSPACE 118" TP GLASS 118' HIS GLASS 74 ®ORNOMEXTERIASS *51/n2" BITE ®O7073S TYE 12 13/16' NOM. GLASS STACK 090" SG AIRSPACE 3116" AN GLASS HS GLASS 31 74 ®OR 5 1W OM. EXTERIOR GLASS BITE a ®OR 0-73 GLASS TYPE 14 1) TIP TO TIP DIMENSION S`w".'�OR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1' FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN_ 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF, NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. .090" SG 3/16" HS GLASS 30 3/16" H GLASS 28 10 NOW EXTE GLASS BITE 14 34 GLASS TYPE 9 GLASS STACK 090" SG AIRSPACE 1/B' AN GLASS 3/16" AN GLASS 31 74 5®OR 5 12"NOM- EXTERIOR GL-SS BITE a ®OR 5 7073 GLASS TYPE 11 GLASS STACK 090" SG AIRSPACE 118" TP GLASS 3/16" AN GLASS 31 74 5®oR s 12" NOM. ,1OR GLASS BITE a ®OR 5 70.73 GLASS TYPE 13 13116" NOM. GLASS STACK Ti.I SG 311 G' TP GLASS-- J.1 1 II�� VB" HIS GLASS �'• :i:' '11 � Ir '7 ~• rat/'-71• GLASS TYPE 15 AN=ANNEALED TP=TEMPERED I HEAT STRENGTHENED W K fn ..ad w ap_ O O fn i 04 20 0 N ? n x Q O JJO iy Z Z Z Z LL m H� _ O U U_ � Z co co 2 6 J u'Y W ._� 0Q ' O a Z Z O Z _ Z ® W J Z :ss VS O J 8 r Z m O w u g F n J D. Q NII ��..• UICENSE'•�C� ` �• ; No. 58705 1 11' ;qc,'.S ATE OF S!ONAL E�G�� A. LYNN MILLER. P.E. P E # 58705 Anchor Quantities Required for "Through -Frame" Installation using Gla ��o©oo©o�u©oo©©0000©©o©©oa© �M®�©©oo©°1i©©g©©©©©©,©©©©©©©©© mzc��=Uu Eno ©©©©©©I©©©©©©©©© ��©©u UNU o©©© Hui ©©©©©©©©© ©ao©eo©©o©©©©©©1©©©0©©©©© ©©n URU©N: a UU©©©©©©©©©© nun '©©o©©o;©©©©©©©©©©©©©©© ©©n affa©o:©©©©©©; ©©©©©©© - • ©©o©©o©©ol©©©©©© ©©©©©©© nun ©©o©©o©©©©©©©©©©©©©©© ©©n Unnuo;©©©©©©©©©©©©'©©a ��©©o ©©0© ©© ©©©©©©©©©'UUM NOMEEM Bum IE a ao©©o©©oi©©©©©©©©©©©©©©© ©© a©o©© ©©©©© ©©©©©©©©© ©©NUUH � ncm� ©©o ©©o©©o,©©©©©©©©©©©©',©©©' ©©o©©o©©o©© ®muw nuo ©©o'©©© ©©o ©©o'©©o ©©©©©©unn um©©©© ©©o©©o©©oi©©©©©©©©©©©©,©©© ©©E Boom e: 77®ITT'7©©0©©ffunaI©©©©©©.©©©©©©'I©©© YiYM�©©0©©QI©©Q ©©©©©I©©©©©©'©©© ©©o©©o©©o� ©©©©©©©©!©©© �Mwul ©pop:©©©o©©©©©©© ©I©oA©O'©©u©0©©©©©©©©©©©©© [•� �©r��©©©IUUMMUNUM � # ©NUMUn©O©©©I©©©'©©©UU©!©©© �• Uao'©©o©©o©©g©©©©©©©©©©©©. Mm!©"NUUMU ©m©©©©©©lona ©MMUDIUMU a UU©©©©©e©©© P�numu©umun" 00©©o©©UESUM© ifi t��©oI o,©©o©©©©nu©©©©©©©© ��a©on©o©©ol'©©©©©©©©©©©©©©© arzffw, M1111111ili-ano©oo©a0000©©v©©o©© MINIMUM SASH HEIC¢1T MA FLANGED WINDOS IS:wiP TO TIP HEIGHT-49.391 MINIMUM SASH HEMUM SASH IGHT FOh FLANGED, FIN AND EQUAL LEG RADIUS TOP WINDOWS SIP O TIP HEIGHTIS: BUCK - 9.806391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 TARI R RR Glass Type Description (Listed from Exterior to Interior) 1 1X'AN, .090' PVB, 1/8" AN 2 13/16" LIG1/8" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13116" LIG' 1/8" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 1/8" HS, .09U' PVB, 1/8" HS 5 3/16" AN, .09D" PVB, 3/16" AN 6 13/16" II(3: 3/15" AN CAP, AIRSPACE, 1/8" AN, -090" PVB, 1/8" AN 7 13116" LIG: 3116" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. Y W ? Ir �o O7 ¢ U' v z w OJ �z m N O Z J O dF z LL m = o� Z LU O 0 = W v N On 7' a Z o V1 Z_ Z W m F � LL o ® rn S J N Z Q lasgg U) Z) LL 0 o 0 Z 0 U 2 sap sa�:a5 ANY LYNy/1'., �'' U10EN F M( No. 58705 = Qom•. AT OF •' (V` / /,/,,'OVAL 0\\G`• A. LYNN MILLER, P.E. P.E.# 58705 TARI F 7 •1f. _ - -- _- __Tp I. TIP - Width _- °©o!i©©a°UM°°°iU°°©° ©©o°©o°oo°©q'©°°°°o°©°°o° Human Mi®` �©©0°© �°°oi,°©�°°°°°°°©g°©° °©n'',i °©©°©©.©°°©© °©°I ©©0 ©©©,©©©.©©° ©°©I EE�©©o©©o©©o°©g°©°°°°°©©°o°I ��©©off ��°°o ©o°°ol°©©I©©©©© ©©©©©© MEM000=©©0.© DUMB ©©R°°° ©©°,°©©°o°. ��MMF=q°°on°o°oo©©n©°°°°°©© Ban ©' �10®uuui mm� � o,©©ol©©o ©°°mm°©°°©°©© � �o°°ol° ©°°©©©°°°°°©ou MEC=■�uuugnoio©o©©°©©°o°°oo©°©© �Q�O°00©01©©0©©©©©©,©©©©©©fl©© ©°0©O0;©©0© Q'0©©I©©°©©©I©°0 ©©o©©oo©oo ©©©©©©©©©©©©© Mu nu UNal©©°Too°;° o° ©©© °o© �mo©oo©o o©©°©©°;©©°©©©,©©oo ©©0T00'',E0©©°00°:©000©©©°0 r��o�o©oa©©o©©°©©000000©!©©° �5' 4=©F&000U©°o©©°©©©�©©°0©©!,°00 +� ©90©nu000©° 00000°o©©,°©° MEMEME Qav©noo°o©° o©°©©©©©©ioo© ��a"LI N©o ©oo ©°° ©°©©©© o©©,,000 Z J�I�3c UI FJPFNUU 0©©0©©U©©0©©n©© oo©�©o© ©o©000',00© fil�EEIEM©© ©o©©oo r� o©©o©©©©©�flo s©UNI�� :Bmu;©©©©©©©©°o©©;oo© ErNMIN40 Begun ©IO©© o©© o o°;oo© � 0Qo©o,o©UUB 9 u0©o0©0mo00 aao©oo©o�000©oo©mmum ;000©0000©©o©o�lo©© oQaQ o:o©ow©ao©©oo©nm!onn •MINIMUM SASH HEIWT FOR FI&,NGED WINDOWS IS*fIP TO TIP HEIGHT-49.391 MINMUM SASH HEIGHT "ONTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS. BUCK HEIGHT - 46,806 TARI F 7R Glace Type Description )Listed from Exterior to Interior) 8 3/16" AN, .090" SG, 3/16" AN 9 3/i6' HS, .090" SG, 3/16' HS 10 13/16" LIG: 1/8" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/B" HS 11 13/16" LIG: 1/8" AN CAP, AIRSPACE, 3/16" AN, .090" SG, 3116" AN 12 13/16' LIG: 1/8" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 118" HS 13 13/16' LIG: 1/8" TP CAP, AIRSPACE, 3/16" AN, .09(Y" SG, 3/16" AN 14 13/16' LIG: 3/i6" AN CAP , AIRSPACE, 1/8" HS, .090" SG, 1!8" HS 15 13116' LIG3/16" TP CAP, AIRSPACE, 118" HS, .09(Y" SG, 1/8" HS 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF +65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. W a0 Y �>>, > rn O 7 .; 0 o o O rn (7 c4 i y a;o^ p M _j M m CQ O ZZ O J a ZLL� ou W LU r = Uj U L) co LUa, E Q JM(! On 1 R a F Z m o t!J Z U _ W In H LL O to ®� W J a U' Z Z ra':s O z 0 0 Dc Lu U g 2 U = Q Z \1t1111III/,,, 0 LYN/y * ; No.58705 Qom'. WST 10NAL ECG: A. L 14A MILLA, P.E. P.E.# 58705 INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH r FRAMEINT02XWOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FIXED VISIBLE LIGHT HEIGHT 1 TIP TO TIP HEIGHT SASH VISIBLE L �- -- - T EMBED- `A _ MENT 1-� --_l L— --1 EDGE DISTANCE - 1/4"" AX SHIM 1 SEE TABLE NOTE FOR I� TYPE HTYPE TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 8. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. a 13 USE EITHER 1 •L_ SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS / 1_ •• •••EXTERIOR•••••) a• '•• • i t0 33 • • • • • OPTIONAL HI -RISE • • 42 • ? • • • • SILL SHOWN. SEE • • • • 1"WEEP • SHEET 10 FOR NOTCH ANT • • • • • • • STANDARD SILL • EACH ENDS • • • • • • • • • • • r114" MAX. y SHIM •••••• ••� ___ �L •" • • •,. • • •WT CHORS ••i•' •��• , FLANREDIN FLANGE OR • �• •• ' 0000 EQUAL -LEG ° • • ' FRAME SILLS ° VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. EMBEDMENT �+— 174" MAX SHIM _ FIXED VISIBLE LIGHT WIDTH INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2• THIS SHEET. I EMBEDMENT 1/4" MAX SHIM --�I �+-- SASH VIS*TH LIGHT WII III " EDGE DISTANCE 31 \- 55 R 58 TIP TO TIP WIDTH - EXTERIOR HORIZONTAL SECTION A -A V I If- 114" MAX. SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAYBE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES. TABLE 8. I INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Min. Edge Diatano Min. Embedment P.T. Southern Pine (SG=0.55) 9/16" 1-318" #12 Steel, Aluminum, 6063-T5 min. T8" 0.063" 18-B or 410 SS Screw A36 Steel 3/6' 0.063" Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Ga Concrete (min. 3.35 ksi) 1" 1-3/4" 1 L-SS CreteF lex Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine SG=0.55 1" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/8" 1/4" Steel Uttracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine SG--0.55 1" 1-3/8" A)NII N. Ul-J IKKtAUb UtTUNU I Kt Mt 1 ALJUt3JIKA It. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HDVFLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE,SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH @ SASH & FIXED LITE: TIP TO TIP WIDTH - 5.12" HEIGHT (EQUAL-LITE) TIP TO TIP HEIGHT/2 - 3.73" HEIGHT (PROVIEW) @FOXED LITE: TIP TO TIP HEIGHT/2 + 3,79" @SASH: TIP TO TIP HEIGHT/2 - 11.93,, HEIGHT (CUSTOM SASH) (MFIXED LITE: TIP TO TIP HEIGHT - SASH HEIGHT - 3.55" @SASH: SASH HEIGHT -4.60" 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE S. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD, 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. m 2 W z o a o U)) h a•o0 O 0 N 2. O d' v) Q Z Nam, O J O n W O LL O ro- = LLj Wpm ~ W V a' 9//.G Q oZm o U (a Z z _� O r m 0 N J LU Z O x X� Z_ H- () in W U) p X o K Z W o U J Z Q Q LL ails! ao,3 si,..o5 \\\1111i1111 /// lCENS •:� No. 587f00'5 *` & A OF C(7(u '- ' S�ONAL EN I A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKS TRIP. SEE NOTE 2, THIS SHEET- C BUCK HEIGHT SASH VISIBLE •• ••• •••••I • EXTERIOR • � a - •• ••• •• • 1 • ••• • •• • • • • • • 1" WEEP 42 • • NOTCH At • • • •••••EACH END• • •• L_ __t______ -T EMBED- __i------ I MENT I-�_ --_) L - .J EDGE DISTANCE -- 1/4" MAX SHIM SEE TABLE 3 NOTE B, FOR 1B HEAD TYPE TYP. ANCHOR TYPE, __// EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. 48 13 USE EITHER 1 SWEEP LATCH Q MIDSPAN OR 2 BOTTOM LOCKS 't • • OPTIONAL HI -RISE • • • • SILL SHOWN. SEE • • • SHEET 10 FOR • STANDARD SILL. • • 1/4" MAX. SHIM NOANCHORS •ii••. ' � • • " IN A go FLANGE OR • „ •i ' • ' EQUAL -LEG ; • • FRAME SILLS VERTICAL SECTION B-B INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. EMBEDMENT e �+- 1/4" MAX SHIM 19 I FIXED VISIBLE I f LIGHT WIDTH .., . • III II INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET EMBEDMENT 114" MAX SHIM —fl �— SASH VISIBLE 17 l LIGHT WIDTH yl EDGE i I ( I 111`1 DISTANCE . I l/� 44 31 -5 013 56 r BUCK WIDTH EXTERIOR HORIZONTAL SECTION 15 —►{ 1/4" MAX. SHIM I �DADE APPROVED MULLION, FBC I COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 8. j INSTALLATION EQUAL OPTION 4 LEG/BOX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Min. Edge Distance Min. Embedment P.T. Southern Pine (SG=0.55) 9116" 1-3/6" #12 Steel, Aluminum, 6063-T5 min. 3/8" 0.063" 18-8 or 410 SS Screw A36 Steel 318" 0.063" Steel Stud, Gr. 33 rain. 3/8" 0.045" 18 Ge Concrete (min. 3.35 ksi) 1" 1-3/4" 1SS CreteFlex Ungrouted CMU, (ASTMC-90) 2-1/2" 1-1/4" eF P.T. Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 2.B5 ksi) 1" 1-3/8" 1/4" Steel URracon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 1-318" n/ rvurv. yr o i nncnua oc r vnu i nc me i n� ouw i nn � �. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH SASH 8 FIXED LITE: BUCK WIDTH -4, 12" HEIGHT (EQUAL-LITE) BUCK HEIGHT/2 - 3.2Y HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT2+4.28" @SASH: BUCK HEIGHT/2 - 11.43" HEIGHT (CUSTOM SASH) IQFIXED LITE: BUCK HEIGHT- SASH HEIGHT - 2.55" QSASH: SASH HEIGHT - 4.60" 1) USE ONLY SUBSTRATE-APPROPRlHTE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 8. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS ZX ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. LU i N _w o _O C. O In na/i O N 0 _ O C% O J O q cn W O Z O Z LL coo '" i = LL `�, v -� icy r n 00 o ®� „0 Lu d Z o U Z _ O Z) 2 z0 O Co ® W F (1 Z W X ,_45 to Lu O Z Z J C U JD Q Ci n 2 Q W `\1��1111tIt///i �O<A'` LYiV/V . , No. 58705 •R.40RI01 A- LYNN MILLER, P.E. P.E.# 587D5 EDGE DISTANCE I+ EMBEDMENT + 1 — EDGE DISTANCEV 27 �1/4" MAX. EMBEDMENT 1 ;/ �1 2 SHIM I (il(� 1 I �D 18 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE FIXED DISTANCE PER SUBSTRATE, VISIBLE SEE TABLE 9. LIGHT HEIGHT 32 45 �^ 14 43 BUCK 13 HEIGHT 63 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 BOTTOM LOCKS S SASH VISIBLE LIGHT • 4 • HEIGHT ♦ • • 00000 • • 16 STANDARD SILL • EXTERIOR SHOWN. SEE • 33 PREVIOUS SHEET • • • • • 4t • • 8 FOR OPTIONAL • • 8*H AT • < • HI -RISE SILL. • ••9 END • • r • 1/4" MAX • • • SHIM • •TYP. ANCHOR TYP�• • __>_,� .-. �,., (-. _L _? EMBEDMENT AND EDGE _ .-=•"•----_'___-_- EDGE DISTANCE DI�IAC PM SUBSTRATE • -. -_ }- •_ '-1--= ~ SEE TABLE 9 (SCREW SHOW♦1)f • i 1 EMBEDMENT VERTICAL SECTION D-D 1/4" MAX SHIM 1/4" MAX. SHIM I 1/4" MAX SHIM SASH VISIBLE LIGHT WIDTH FIXED VISIBLE f LIGHTWIDTH BUCK WIDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 9. #10 OR #12 STEEL SELF -DRILLING I �SMS (G5), SEE TABLE 9. I I INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2" x .113" Box Nall P.T. Southern Pine (SG=0.55) 5/16' 2,438 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-1/2" x 145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 2-1/2" x .145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8" 2.438 #10 Steel Trusshead Screw or #12 Steel, 18-8 or 410 SS Screw P.T. Southern Pine (SG=0.55) 1/2" 1.375 0.125" Aluminum, OW3-T5 min. 5/16" 0.125 0.050" A36 Steel 5116" 0.05 0.045" (18 Ga) Steel Stud, Gr. 33 min. 1 5116" 0.045 A)MIN. VY- IKKG G TVNU II•It MtIALWL IKAIt. EDGE DISTANCE I I 1 •� � i i EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (NAIL SHOWN) VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS 7 OR 8 FOR HI -RISE SILL) WIDTH @ SASH & FIXED LITE' BUCK WIDTH - 4.12" HEIGHT (EQUAL-LITE) BUCK HEIGHT2 -3.23" HEIGHT (PROVIEW) @FIXED LITE: BUCK HEIGHT2 +4.28" @SASHBUCK HEIGHT/2 - 11.43" HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT -SASH HEIGHT - 2.55" *SASH' SASH HEIGHT -4.60" NOTES 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. W ? � N_ o S w O U) ^" p �o O C ON zh X O 09 a z Z J O y _ Z LL to o Uvd or; ~ W a 1n Z O Z U z 0 LL LL = U rn ® W J rn a C0 X _Z Z ) '" J) IL � J Q O Z W C tW J Z �;ap sa,;ay / * :r No. 58705 v WSTE�-A� 'ice '•. j°( GRID � P.•'' N�1 /%NAt E�G /11111111111 A LYNN MILLER, PEP.E * 58705 2.848" 2A48" _ f� .062" 1.125" 2.646" 2.112" 1.489" 062" .062" pg2" .98y7" �: F-�'L tO FLANGE FRAME HEAD 2.798" �I 2.841 062" r� O FLANGE FRAME SILL OINTEGRAL FIN FRAME HEAD 2.798" +-I 14 I 3.466" .062" 1 O EQUAL LEG FRAME HEAD 2.798" -+{ 2.341" D62" -� O EQUAL LEG FRAME SILL O1MTEGRAL FIN FRAME SILL 2.273" lacy • i • • • • 2.772 •• 15; 2.sees • 2.211" • • • • 062" • ties • • ASH TOP RAIL Lwl/FIXED MEiT•NP�'AIL • e •sees • • sees•• • • sees 15 SASH BOTTOM RAIL - HI -RISE •e•ee• 1441i••a•J• • 1.522" +i • • •.040"- R • .634.. • +• • • 627" • • 040" t:i • sees 1 1.370" NC - OR Ig SASH STOP COVER �IG BEAD HEA 18 COVER 2,560" -� .062" 2 724" Oa FLANGE FRAME JAMB 2,798" 3.508" .062" OFLANGE FRAME SILL HI -RISE 2,273" --►{ E[2 2.105�..062"1 235" 062" 1.30a' 1.31" 1 - le SASH BOTTOM RAIL 17 SASH SIDE RAIL 3 185" .062" 2.724" -�{ 1.125"L �- OINTEGRAL FIN FRAME I JAMB 2.798" 4.133" T .062" 1 1.125" GINTEGRAL FIN FRAME SILL - HI -RISE SILICONE STRUCTURAL POLYISOBUTYLENE 1/4"MOM. WITH DESICCANT / EXT. GLASS, z l �INT.GLASS 70 KODISPACE 4SG TPS 2.060" -►- .062" 2.724" Oe EQUAL LEG FRAME JAMB 2.798" 3.008" .062" 12 EQUAL LEG FRAME SILL HI -RISE HOT -MELT BUTYL STRUCTURAL 3116" MOM. SILICONE FOAM WITH DESICCANT / / EXT. GLASS /,,•/ INT. GLASS 71 SUPER SPACER' NXT TM ALUMINUM POLYISOBUTYLENE DESICCANT FILL REINFORCEMENT SEAL 5/16" NOW 465" --►1 .61T'-�.496"I =1 ROLL -FORMED SILICONE SEAL r 1 BUTYL & STAINLESS STEEL .802" .802" .802" DESICCANT FOAM .070" -► -�- t 041" .050" EXT. GLASS � 1 EXT. GLASS-4 LASS `INT. GLASS / INT GLASS 8 IC SNAP BEAD O 5/16" LAMI BEAD 21 7116" LAMI BEAD 72 DURASEALa' SPACER 73 XL EDGET"" SPACER Lu ? to Of D o p O to O Q 0 :y (7 f W U)Z O O m LU LL i � O = LLI C w U h ®� R 0 r co ~ W v � ord 3*17 C=7 Q �Z O1 o U) Z O Z LL O LU O ® LLI J Z ;aay5 z Z a o a Z U) O IY J X QI W \�11111111 //// i No. 58705 SAT7 OF D�((/� /�''ss�01VAL 1ENG`: A. LYNN MILLER, P-E P.E.# 58705 TABLE 11 Itt#m PGT Part# Description Material 1 642001 Head, Flange Alum. 6063-TB 2 624017 Head, Integral Fin Alum. 6063-TB 3 624028 Head, Equal -leg Alum. 6063-T6 4 624004 Jamb, Flange Alum. 6063-T6 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063-T52 5 1 624020 JJamb, Integral Fin Alum. 6063-TB 5A Jamb, Integral Fin (Used For Alternate Radius Top Head) Alum. 6063-T52 6 624031 Jamb, Equal -leg Alum. 6063-T6 6A Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 6063-T52 7 624002 Sill, Flange Alum. 6063-T6 8 624018 Sill, Integral Fin Alum. 6063-T6 9 624029 Sill, Equal -leg Alum. 6063-TB 10 624003 Sill, Hi -Rise, Flange Alum. 6063-TB 11 1 624019 ISM, Hi -Rise, Integral Fin Alum. 6063-T6 12 624030 Sill, Hi -Rise, Equal -leg Alum. 6063-TB 13 624006 Sash Top Rail Alum, 6005A-T67 14 624005 Fixed Meeting Rail Alum. 6005A-T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 60637T6 16 624068 Sash Bottom Rail Alum. 6063-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Coker Alum. 6063•T6 19 1 624015 lSash Stop Alum. 6063-T6 25A 1 624009 JIG Bead Alum. 60aT5 258 624011 IG Snap Bead Alum. 6D63•T5 26 624013 5116" Lami Beading Alum. 6063-T6 27 624026 7/16" Lami Beading Alum. 6063-T6 30 6TP247 Glazing Bead, Bulb Vinyl for #624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 724046 Sweep Lalch (@ Top Rail) Cast Zmc 33 624049 Bottom Latch (@ Sill) Alum. 6063-T6 34 Setting Block (1/8" X 1/Z' X4') Neoprene 35A IG Se I ck (1/6' X 3/4" X4") Neoprene 724014 IG Soap S•lhr1O Bock _ Vinyl 3r • Bolt OF it Wlatherstripfxteroillin 724@63 Sill Gasket • • Polyethylene 30 4 0 47W as RAll6asket Polyethylene 39 724055 Sash ottom ail Gask • Polyethylene 46-S 724057 Head Gasket 000000 Polyethylene We • 4FOW3 Meeti g4Rail Gasket 0 Polyethylene 42• • 6D Sa ot1Em }tail Bulb \&nyl • Polyethylene • Weatherstrip, .270" x .1 09A] (Q MR) 44 6G W t erstri !170" X .2701kii* real (@ Sash Side Rail) 45 • Wea ens np 170" X .1 ', Fin Sdbl (@ Top Sash Rail) li s Balanc with Coker & Trim Rigid Vinyl 51 781PSQX #8 X V H SMS (Ass. • • • Stainless Steel A #8 X 3AIWO.4PN SMS (0ill Stainless Steel 63 - Altlrry Srieen with Fiber lass Mesh Varies Kommerling KodispacetSC• • 71 - Ql�nex Spacer n>ffl• See Sheet 10 for 72 - Qualldlt 404raseal Spacer Materials 2LI Cardinal XL Edge Spacer 74 1 jDaw 791, 899 or GE 7700 Backbedding Silicone JAMB NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT. 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR)_ JAMB INTERIOR i] TABLE 10: MATERIAL PROPERTIES USED FOR ANCHORAGE CALCULATIONS' Material Min. Fy Min. F„ Steel Screw 92 ksi 120 ksi 18-8 Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon* 410 SS Elco CreteFlex@ 155 ksi 127.4 ksi 177 ksi 189.7 ksi 6063-TS Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 33 ksi 45 ksi Uu m > N o w O 15 p O Z LL u_ 0.= W � r rip q L) d m �a � o > Z o U Z Z u- O LU u = Z Z w w N Z O Z o O � 0 O _ U) cc ��NYILYNN�''.,. A' GENs N0.58705 S 9AI.F E..��• A. LYNN MILLER, P E. P.E.# 58705 MIAMPDADE MLAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTi F OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or.suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series "HR7710A" Aluminum Horizontal Roller Window — L.M.I. rawing No. - , titled "Aluminum Tionz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its 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 consists of this page 1 and evidence pages E-1 and E-2,••as )N l ;ajp oval;l&u&nent mentioned above. . •• • • • • ••• • The submitted documentation was reviewed by Manuel Perez, P.L' • • • • • 0.0 • • . • .. ... ... ... . . • • T • ; ; • • KWle. 18-0627.01 • Expiration Date: August 23, 2023 Approval Date: August 23, 2018 Page 1 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1. and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). .. ... . . . . . .. . ......... . .. ... . . . . . .. 0:0 ... .., , Man4el er z, P.E. :. : Produ�tCobt E aminer :. :. N(3A:N 0627.01 ;1;iralion Date! Afigust 23, 2023 Approval Date: August 23, 2018 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6tn Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE G. OTHERS 1. None. ...... . . . . .. . ......... . .. .. ... Manuel Pe ez P.E. rroducXonittl xa iner :. % • NOA:N4. 1 - 627.01 • Ezpiraiion Date? AiSgust 23, 2023 Approval Date: August 23, 2018 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). QUANTITIES. SEE TABLES 12-14 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS- FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. FF 4) ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS 76 ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" OVERALL THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 75" BUCK 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE HEIGHT ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN, EMBEDMENT. SILL ANCHORS MUST BE SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: SEE WEEPHOLE A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM El 300. NOTES THIS SHEET B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. JI 72" _I 23" O.C. 9" ASASHl .LJ\� XED VISIBLE !j v VISIBLE LIGHT % LIGHT / 221/2" 1 1 O.C. 34-3B" SASH 34.318" FIXED VISIBLE _y VISIBLE LIGHT LIGHT DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, LARGE & SMALL MISSILE SEE TABLES 2-11 IMPACT RESISTANT 9" MAX. B (8-1/2" 76" BUCK WIDTH MAX. 76" OVERALL WIDTH BUCK) TYP. FLANGE XO ELEVATION (OX SIM.) MAX. DIMENSIONS ALLOWED SHOWN 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FOR ANCHOR CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN QUANTITIES USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 15-18 12" EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR I22-V2" 00. 12" O.C. MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION O RESISTANCE. C.� 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7891 & 18-7891.01; ELCO ULTRACON NOA, ELCO CRETEFLEX NO& NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSIIAF&PA NOS & ALUMINUM DESIGN MANUAL • • • • 11):P.FWICj jl.: EGRESS Rt(SUIREMENTS TO 9E RE%RLVVED BY BUILDING OFFICIAL. TALE 1: • • • • Type OescHptlon (Elated from EXtedor � Inte r+or) • • • • • • • bP Table # Anchor Table # XO ! OX XOX XO 1 OX XOX STD HD STD STD HO STD 1 -0W-PVB, "AN 2 - 7 12 15 2 1/8" HS, .090" P , 1/ " 3 - 8 12 - 16 30 0*N..0W' PVB•3/16"6fy 3 - 8 12 - 16 44 191W' LIG: 1/8" AN CAP, AIRSPACE, 1/8" AN, .099' PVB, 1W AN 4 7 12 15 5 IG: 1/8" TP CAP, AIRSPACE, l/8" A•I.•0.0•PVB, 1/8" AN 3 7 12 15 13116" LIG:PACE, 11 AN, .OW'gPVB, 118" AN 3 9 12 16 1 IG: 3/16" TP P, AI PACE, 1/8" ' PVB, 1/8" AN 3 - 9 12 - 18 *9 3316' N, 090" SG, 3! ' AN 5 6 10 13 14 17 9 3/16" HS, .090" SG. 3116" HS 5 6 11 13 14 1 18 1V46MLIG. 1/8" AN CPPONIROPACE, 3/1 G''64 ""*SG. 3116" AN 5 6 10 13 14 17 _•M 1 8" TP CAP,4AIRSPACE, 3/16" AN, .090" SG, 3116" AN 5 6 10 13 14 17 1 8" A ,AIRSPACE, 1/8•HS, .NM SG, 1!8" HS 5 6 11 13 14 18 8" TP PACE, 7/8 090" , 1/8" HS "LOj6 5 8 11 13 14 18 14 16" A SPACE, t! HS, 0 SG, 1f8"HS 5 811 13 14 18 15 16" IRSPACE, 1/8" HS, .OW' SG, 1/8" HS 5 6 11 13 14 18 SG= KURARAY SENTRYGLAS'e INTERLAYER BY KURARAY AMERICA, INC. PVB = KURARAY TROSIFOLO PVB INTERLAYER BY KURARAY AMERICA, INC. AN = ANNEALED HS = HEAT -STRENGTHENED TP = TEMPERED / 'B' 56" /C SASH FIXED 63" VISIBLE VISIBLE OVERALL / LIGHT /� LIGHT •/ HEIGHT " 55-318" FIXED SASH VISIBLE LIGHT it VISIBLE LIGHT USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2-11. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 12-18. 4) INSTALL AS PER SHEET 15 FOR FLANGE INSTALLATION, SHEET 16 FOR EQUAL LEG INSTALLATION OR SHEET 17 FOR INTEGRAL FIN INSTALLATION. NOTE, DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUAL LEG/BOX). WEEPHOLE NOTES: 1) 1-5/8" X .300" WITH PLASTIC BAFFLE. 2) 1 WEEPHOLE LOCATED AT 4" FROM EACH END. 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. 22-112" —o7}CC. II 9" 11 B�—� " I SEE WEEPHOLE 119" BUCK WIDTH OTES, THIS SHEET SEE SHEET 17 FOR 120'. OVERALL WIDTH INTEGRAL FIN ANCHORAGE TYPE TYP. FLANGE XOX ELEVATION & SPACING MAX. DIMENSIONS ALLOWED SHOWN GENERAL NOTES ..... ....... ....... .......... .....I ELEVATIONS ............ .... .................. _....1 CODES / STANDARDS USED: GLASS TYPES TABLE_..., _...................1 •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION DESIGN PRESSURES ........................... 2-9 •ASTM E1300-09 ANCHOR QUANTITIES ......................... 10-14 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION INSTALLATION / ANCHOR SPECS....... 15-17 •ALUMINUM DESIGN MANUAL, ADM-2015 EXTRUSION PROFILES......_ ................ 18 •AISI SIOU-12 CORNER ASSEMBLY ................. ........ - 19 •AISC 360-10 PARTS LIST.........._ _....__......... ........ 19 z co Y W > y M >� oo o O (� N i w O M w 0 J O ay (n Z Z O Z LL r00 m 0 0 LLF UUd w r H Z 'o �a Q o, Dan O LU �> H + $ z O W J J � Q W J W W LL O � ® a8 0 H 3JJ;i5 IO Z a j o o Z ¢ r O J W Z W m 2 4 a(9Lad LYN//// OtV ' LiGENg � No.58705 7D •? S / .;'tea` T'• STATE OF ONAL"I fill tE 111� A. LYNN MILLER, P.E. P E.# 58705 TART F 7 Overall Width Glass Type: 1 Design Pressure (Ibslft) for XO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 65.0 +65.0 -65.0 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 49" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 67" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 1 -65.0 74^ 1 +65.0 -65.0 11 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 1 +63.3 1 .63.3 Overall Width Glass Types: 2, 3, 5, 6, 7 Design Pressure (Ibs/fe) forXO & OX Windows Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65. • • *80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 A9; +65.0 • • -8000 +65.0 b 0-80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" • +65.9 • Ob +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 • �Qb +6':.0 0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2- 74" +65.0 -80.0 AV •-50.0 +65.0 80.0 +65.0 80.0 +65.0 72.2` `6VU FUR GLASS IYPES 2, 3, 5 8 ••••• • •• •••••• ••••• • •••• • •••••• •••• •••••• •••• • •••• • • NONNON �s. • 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. ---118" AN GLASS .090" PVB--- - 1 /8" AN GLASS 30, 24; - 12" NOM. GLASS BITE EXTERIOR \ GLASS TYPE 1 •--i/8" HS GLASS .090" PVB -- -1/8" HS GLASS 1- 1/2" NOW GLASS BITE EXTERIOR 13 L2 LASS TYPE 2 13/16" NOM GLASS STACK �. AIRSPACE-- y '090"PV13 1/8"TEMPERED__•�1/8"AN t. 1/2" NOM. GLASS BITE EXTERIOR 133AORLM) �t70-73� GLASS TYPE 5 3116" AN GLASS .090" PVB-- \ • 3/16"AN GLASS L 3i 1/2' NOM. GLASS BITE EXTERIOR `- GLASS TYPE 3 13116" NOM. GLASS STACK AIRSPACE- 3116"AN OR .090"PVB �. TP GLASS - •, 1'-1118" AN GLASS 74� �)OR113 -. 112"NOM. GLASS BITE EXTERIOR � � 1 GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) i 00 Y W M � O CDO >- ti d: o O _ Z o pO J D a m Z LL D m o C7 W r 0,5 d a s F9 f� H Z < J N ,kC o W s H C, . o oZ Z U W W J W J r13 LL O g 1-4W m 0 2 fn o Z) Z a Z o r O J W 2 a ANY LYNIV 1''.. 10 NSF'•,C�� .* N0.58705 -O WSTAO�' 44/- S G, /v,S'ONAL I? ` A LYNN MILLER, P.E. RE If 58705 TARI.F 4 Overall Width Glass Type: 4 Design Pressure (Ibslft2)for XO & OX Windows Meeting Rail: Standard 22-118" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 37" +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 67" +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -80.0 +65.0 -71.3 74" +65.0 .80-0 1 +65.0 -80.0 1 +65.0 -80.0 1 +65.0 -77.1 1 +64.9 -64.9 i • • • • • •••••• •••• •••••• • • • • N01rQ9�••• •••• • • 1) OVERALL (TIP TO TIP) DM1EMMNS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1"FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Overall Width Design Pressure (Ibs/ft2) for XO & OX Windows Glass Types: 8 thn� rd Meeting Rail: Standard 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 20" +80.0 • 0 0140.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" • +80.0 • •-11(i10 +80.0 •110.0 +80.0 -110.0 +80.0 -110.0 +80 0 -110.0 37" • +80.0 -11%0 +80,0 -wo.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 •>� • +80.0 • -119.0 +80.0 -1r10.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 •61" +80.0 -110.0 +804• •1910.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9* •�• +so. -11e.o +sob• �r1o.o +ao.o -110.0 +80.0 -110.0 +80.0 -95.7* •j4`• +80.0• -11e.0 +80!0• �f10.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.0* --11U.0 FUR UTA O I TVLb 9, 14, 14. 14 lD 13/16" NOM. ~�~ GLASS STACK AIRSPACE -_71'-��_• �-A90"PVB 118" AN GLASS AN GLASS (31 -= II 74, ..J (2\1/ 10R�1B�- 12"�NOM. GLASS BITE EXTERIOR 33 OR�33B GLASS TYPE 4 13116" NOM. I GLASS STACK 3/16" AN OR AIRSPACE -- _ -- �090" SG -" HIS GLASS 1/8" AN OR __ .090" SG-- - 3/16" AN OR TP GLASS --3116" AN GLASS _ K_ • - HS GLASS •�311 - 74,I ` ' i 3 \ , 1,OR 16 12" NOM. �� 12" NOM. GLASS BITE b1 EXTERIOR EXTERIOR GLASS BITE I GLASS TYPE 8 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) 13/16'. NOM. j I GLASS STACK AIRSPACE- `��/ 1 _.090"SG 118" AN OR _ _is TP GLASS --• •�- � 118" HS GLASS i �1 OR 1B 'GLASS TYPES 8 - 15 MAY NOT BE USED EXTERIOR ti GLASS SITE WITH INTEGRAL FIN �_ • FRAMES 1\3 OR 338, GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) GLASS TYPE 11 (TEMPERED) 13/16" NOM. - 1 GLASS STACK AIRSPACE - =}•1 \- .090SG 3A6"AN OR __ TP GLASS - • - �718" HS GLASS 12" NOM. GLASS BITE EXTERIOR --' i \ �70_ ) ,3#IR 38L `- J GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) 11 O Y W z y O 5 �_,� h w C7 N z Ins �w ay U) O 0JO z IL c co W O U W d ® ¢ J RO r` FCO zLU 9 z ° cr W JLL J W J m m O CC W 0 O U) !>aK = W o Z o_ Z zUj n z O g CO J W 2 a .,0 , \`'��O�YCENNF�� .* Na. 58705 V Fy (V '• 9!ONAL 1ENG" A. LYNN MILLER, P.E P.E.# 58705 TARI F 8 Overall Width Design Pressure (Ibs/ft2y for XO & OX Windows Glass Types: 8 thru 15 Meeting Rail: Heavy -Duty 22-118" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 67" +80.0 -110.0 +80.0 1 00.0 +80.0 110.0 +80.0 110.0 +80.0 76" +80.0 -110.0 +80.0 1 -110.0 +80.0 1 -110.0 +80.0 1 -110.0 1 +80.0 13116" NOM. I GLASSSTACK _ 3/16"AN OR ` _HS AIRSPACE -\--(SG .090" SG-- GLASS 1/8"AN OR _ TP GLASS • AN GLASS \.1n 1 •, 3116" AN OR HS GLASS (3 ' _3/16" .--174 ` 1/2' NOM. / utiOR 2" 1NOM. GLASB BITE GLASS BITE EXTERIOR EXTERIOR �32`-' 33�ORO B •- `- GLASS TYPE 8 GLASS TYPE 10 (ANNEALED) GLASS TYPE 9 GLASS TYPE 11 (TEMPERED ' •••• •••••• • • • • • •••••• •• • •• •• ••••• • •• •••••• ••••• • •••• • •••••• •••• •••••• 1) OVERALL (TIP TO TIP) DI•IWI•I•NS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 110.0 +80.0 109.8' GLASS TYPES 8-15 MAY NOT BE USED 110.0 +B0.0 105.8` WITH INTEGRAL FIN •-110.0 FOR GLASS TYPES 8-13 & 15 V FRAMES GLASS STACK ice- -.090" SG AIRSPACE --_ 1/8"AN OR TP GLASS 118"HS GLASS 31 11 1/2" NOM. GLASS BITE EXTERIOR 73) 33 OR1336 GLASS TYPE 12 (ANNEALED GLASS TYPE 13 (TEMPERED) L 13/16" NOM. �I GLASS STACK AIRSPACE _ • - .090" SG 3/15" AN OR TP GLASS "• _- 1/8" HS GLASS C31 , K CIAOR12118 12" NOM. -yI GLASS BITE EXTERIOR i OR J 70-73` GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) LU w cn a1 'nov O w O to Y> „ O i� cv OJ a Ir to O Z O Z LL 00I� W o U o 0 _j .IU u. r _U Z !� xQ 9 J Q F- �^ 3. U O W z �) Z o Z U W W J J w J m ¢ LL O tY W V � m IV lY j 0 7 = W LL O Of O Z_ Z r w O Of J W 2 a o a;§.L aN`! LYAIN CENSF��` No.58705 �0T SSSVOT r / F<ORtDP..NG�t' ,,()NAL 1O A. LYNN MILLER, P.E. PE# 587D5 Overall Width Sash Configuration Sash Width Range in 9 ) Glass Types: 1, 4,5 Design Pressure (lbslftz) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" 1/4-1/2-1/4 12.038 - 12.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 /a-�/:, "/ 12.053 - 15.008 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 49" 1/4 1/2-1/4 12.038 - 13,302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3 1/3-1/3 13.303 - 16,675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 53-118" 12.038 - 14.333 +60.0 -60.0 +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 14.334 - 18.050 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1 +60.0 -60.0 61" 1/4-1/z-y4 12.038 - 16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3-1/3 16.303 - 20.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Y4-1/z-1/4 12.038 - 20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3-1/3 22.186 - 25.675 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/-1/z 1/4 `• - 24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 92-1/8" custom 24.083 - 26.185 +60.0 -60.0 +60.D -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 1/3 26.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/4-1/-% -25.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 97" custom 25.303 - 27.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.5 -55.5 custom 27.186 - 31.038 +60.0 60.0 +60.0 -60.0 +60.0 50.0 +60.0 60.0 +60.0 60.0 +58.6 -58.6 %a 1/z-3/4 - 28.302 +60.0 -60.0 +60.0 -60.0 +60.0 -58.2 +53.9 -53.9 +48.7 -48.7 109" custom 28.303 - 29.185 +60.0 -60.0 +600 -60.0 +60.0 60.0 -60.0 +59.8 -59.8 +51.3 -51.3 custom 29.186 - 31.038 +60.0 -60.0 +60.0 -60.0 +60.0 g-60.O58.2 60.0 -60.0 +60.0 -60.0 +52.5 -52.5 120" 1/4-%z--1/4 -31,038 +60.0 -600 +60.0 -60.0 +60.0 56.2 58.2 +53.9 53.9 +48.7 48.7 "MIN. SASH WIDTH (FLANGF1 WINDOWS) = OVERALL WIDTH - 57.924 • • ! • OVERALL WIDTH - 56.924 • M&• ASH WIDTH (FIN & EQQUAL-LEGdJ�1sowS� 2 •••••• • • • • • •••••• •• • •• •• ••••• • •••• • •••••• •••• •••••• • N9IIC4••• •••• •w• • 1) OVERALL (TIP TO TIP) D.A WIAS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 1 AN GLASS 090"PVB -- • 118" AN GLASS 12"NOM. GLASS BITE EXTERIOR -�74) rGLASS TYPE 1 13116'. NOM. GLASS STACK AIRSPACE-� -�090"PVB 1/8" AN GLASS---- __-1 /8" AN GLASS 31 jam\ I 741 2�OR�18i \ 1/2"MOM. GLASS BITE EXTERIOR v I � GLASS TYPE 4 13116" NOM. i GLASS STACK AIRSPACE - - • ---:090' PVB 1/8" TP _-_ ,�118" AN GLASS -= GLASS Imo, _ 74. \ / 2tAOR24- 12"NOM, GLASS SITE EXTERIOR. , 70-73� . 35OR33B-� \--= GLASS TYPE 5 m Y W } LO wi a:c9 O O UN iw O S 2 rn O Z 0 J O ay Z U- J W O c00 c = U U r n ~O W S LU Co J IN :M0 ~ p a F_ Z_ W W J J O J m < M U O W W O co aa: o a o Z Z v J W d = \\\111 I I111/11 oN'!.�YN!v /'. �'��.•',�ICENgF�� No.58705 Qf �Q ••. S7 E OFt�, •4u n !V %� / 1NAL1\\ A LYNN MILLER, P.E. P.E.# 58705 TABLE 8. HS GLASS ---118" .090" PVB-- -1/8" HS GLASS �` - `24 12" NOM. i�r GLASS BITE EXTERIOR 74 , GLASS TYPE 2 -3/16" AN GLASS .090" PVB-- l30''1-� `' 3/16" AN GLASS 12"NOM. I- GLASS BRE EXTERIOR �32J GLASS TYPE 3 • �• •• • • • • • MIJ SASH WI" �PJR:E WINDO'gi= OV.-�4LL WIDTH -58.556 • • • • • **'!MI: • "MI'• SASH • OVERALL WIDTH r�IN &EQUAL-LEOIiI">fl� = WIDTH - 57S56 • 2 •••••• •••• •••••♦ NQfiCSS'•• • • •••••• 1) OVERALL (TIP TO TIP) D�u &*,ONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Overall Width sash Configuration sash Width Range (in) Design Pressure (Ibs/ft�) for XOX Windows Glass Types: 2, 3 Meeting Rail: Standard 21-1/B" Overall Hgt. 29" Overall Hgt. 3T' Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" �/q_7/z_%a 12.036 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/3-�/3-1/s 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" �/a-1/2-�/a 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �3-�3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 53-1/B" %q-�/z-%q 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/3•�/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" �/a-�/z-�a 12.036 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/3-�3-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/a-��-�a 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 �s �/3-�/s 22.186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/a-��-�a "-24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 92-1l8" custom 24.083 - 26.165 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %3 %3-�/3 26.166 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/q-1/-�/a **-25.302 +65.0 �0.0 +65.0 -80.0 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -t30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/3-1/3-�3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/q-�/2-�/q •* - 28.302 +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/3-}l�•j�• 30.166 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 �0.0 +65.0 -80.0 • • � %a_�Z �/a ** n9� +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 113-3/8" cal 29.464 -A. 185 • +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 • • • �/3-�3-�/3 33.166 �38�22 � +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/q? z_�� `• - V011.7 5.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -B0.0 +65.0 -80.0 120" orston• 31.053 • +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 • custom 33.186 - +65.0 �0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 W co Y N > N roi � ".a w 0 C) O) CO n z y O M QJ O �w /n W Z O Z LL SLLF r LU oo Z oo i¢ J Q -IN O N p Z V o Z W J J co < rn LL O ® N LU W x O = U) LU C) ° a o t Z Z U 1� ^ O J5 W Of 2 Q o �<JY LYN/y `♦ •... ..... z * No. 5870571A-_ 1 TE OF i CAS '•"OR101" •' , �\? S/ONAL 0" i 1EN A, LVNN MILLER, P.E. P E.# 58705 Overall Width Sash Configuration Sash Width Range (in) Glass Types: 6, 7 Design Pressure (IbSlft2) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44„ Y4-1/2-y4 12.038 - 12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %3-1/3-1/ 12.053 - 15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" %4_y2_% 12.038 - 13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y3-1/3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 53-1 /8" Y4-Y2-Y 12.038 - 14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" �4-y2-y4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %-%-1/3 16.303 - 20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 y4_1/ _ y4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.98 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 %-1/3-1% 22,186 - 25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4-y2-y4 '"-24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 _74.1A +65.0 -67.5B 92-1/8" custom 24.083 - 26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-Y3-Y3 26.186 - 31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 - 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 _74.1A +65.0 -67.58 97" custom 25.303 - 27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 1/3-1/3-Y3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/ 1/4 "" - 28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 _74.1A +65.0 -67.55 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 30.186 - 36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0. -75.8 • 1/4_j�(yf•/4i •29.4§ +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 _74.1A +65.0 -67.5B 1136/8" custom 29.464 - V.185 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 • • • 1/1 3- 3 33,186 •38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9 '/41/�1/4 •31�06A +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 74.1A +65.0 -67.58 • r2�" c st 31.053 - J39183 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -68.4 • • custom • 33.186 • J0�2Eit +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 • • •' • • • WARALL WIDTH - 58.556 MIN. SASH WI�TiI$WIf�E WINOOVgS?= • z • • •-0 • • • 0000 OVERALL WIDTH - 57.556 • r�ir35A5H WIDTH�IN&EQUAL-LE00:00.)= 2 • •••••• •••• •••••• • •••• • •• 1) OVERALL (TIP TO TIP) D"WAUNS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. %80.0 FOR GLASS TYPE 7 '-75.0 FOR GLASS TYPE 7 13116" NOM. GLASS STACK AIRSPACE = =y -090" PVB 3116"AN OR TP GLASS -• - \-11 /8" AN GLASS 74 �4/ - 4 OR (21 B:--� 1/2"NOM. GLASS BITE EXTERIOR V � 35OR(3� GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) c W Y W ? tN Q Q ^ab w o U) » O w U -fin O O v 8' o O j $ Z LL (0 °° 2 z=- w = W R-' U U d e -i a ' 1- J JMQ O 7 r U) C z Z W J J Q T O of W ® m IV O 0 = j W LU W c Q z_ z w O () J Q W = \""WII II IIIIII/ ANY LYNN VlGEN3�:��` ' _ . No. 58705 .�_ �o�'•., s ATE bF (��\ �s'•F4ORIDP.•'' S701VAL iNG`` "IIIII I III" A. LYNN MILLER, P.E. RE 58705 TABLE 10 '----3/i6"AN GLASS .090" SG --_ (�-3116"AN GLASS �� - -� GLASS BITE EXTERIOR �l `3z}�GLASS TYPE 8 13116" NOW. GLASS STACK AIRSPACE-- - -.090' SG 1f8" AN OR TP GLASS - _: = 3116" AN GLASS 31J�� / `74J (21q'OR218;� 112" NOW '� 4; GLASS BITE EXTERIOR �. 33AIOR 13313,' GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) • •• GLASS TYPES B -15 • • ' MAY NOT BE USED • WITH INTEGRAL FIN • 0 FRAMES •• •• • *-VN ?SASH WI %T� �F� NM WINDO LL WIDTH-58.556 .S"QiVg- • • • • •'•MIN! SASH • • • ••'OVERALL WIDTH.= 57.556 WIDTH (EQUAL -LEG WINDOWS) _ -- 066 ....• •••• • •••••• 1) OVERALL (TIP TO TIP) DI�'1JI•; Q0S SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. Overall Width Sash Configuration Sash Width Range (in) Z Glass Types: 8, 10, 11 Design Pressure (Ibslft) for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" �a_��_� 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -11D.0 +80.0 -110.0 +gO.D -110.0 �/3-�/ �/ 12.053 - 15.008 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 49" %a_�/z �/ 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.D -110.0 �/3 �/3-�/3 13.303 - 16.675 +BD.D -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -A-- 53-1 /6" �/a-�/z-% 12.038 - 14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 - 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BO.D -110.0 +80.0 -110.0 +80.0 - 61" �/a_�/2 %a 12.038 - 16.302 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 - 1/3-1/3-1/3 16.303-20.675+80.0-110.0+80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -11. %a �/z-% 12.038 - 20.052 +80.0 -110-0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 76" custom 20.053-22.185 +80.0 -11D.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 �/3-�/Y�/a 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/z - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -101.0 +g0.0 -90.5 92-1l8" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +gD.O -105.2 �/3 �/3 26.186 - 31.048 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 - 25.302 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 97" custom 25.303 - 27.185 +80.0 -110.0 +80.0 -11D.0 +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -102.7 �/3 �3 27.186 - 32.675 +80.0 -110.0 +g0.0 -110.0 +B0.0 -110.0 +50.0 -110.0 +80.0 -110.0 +80.0 -98.9 %a-%-% ** - 28.302 +80.D -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 109" custom 28.303 - 30.185 +80.0 -110.0 +g0.0 -11 D.0 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -97.3 30.186 - 36.675 +8D.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.D +80.0 -110.0 +80.0 -92.9 • %a�.�2��a - 29.463 +80.0 -110.0 +g0.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-gl6" custom 29.464 }33M85 •+80.D -110.0 +80:0 -110.0 +80.0 -110.0 +g0.0 -110.0 +g0.0 -108.5 +80.0 -94.1 • • • �s �3�*%s 33.186 � 8.222 +g0.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +g0.0 -92.3 �a-�/z►�/a ** �31�5� +80.D -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 •1¢O" custom 31.053 -�185 +80.0 -110.0 +80.0 -110.0 +80.0 -t10.D +g0.0 -110.0 +g0.0 -102.9 +80.0 -91.5 • • • cu>itom • 33.186 • 7• +80.0 -110.0 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.D +80.0 -90.6 0 LU Z w_ ❑ � ❑ y `8 Lx1 O O rn Q Oz 0 J O av�i Z W S� W O r- 00 W F Wan^- O � z U W W J W LU o' O IV 0 co 0 U) I7-i5 ULI a LLO g D a H W Z_ Z 0 L U _I TO W = sap aa��aa \ . �01yY L..... ,, No. 58705 SATE i FS •'•F�ORIDP.��•• \�� NNAL llllllll� A. LYNN MILLER, P.E. P.E.I' 56705 • Overall Width Sash Configuration Sash Width Range(in) �121-119'0wrallHgt. p Glass Types. 9, 12, 13, 14, 15 Design Pressure (Ibs/ft) for XOX Windows Meeting Rail: Standard 29' Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Y3-1/3 12.053 - 15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 49" %a_1/-1/a 12.038 - 13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3'y3-1/3 13.303 - 16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 53-1/8" 1/,-Y �/a 12.038 - 14.333 +80.0 -110.0 j +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-y3-1/3 14.334 - 18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/a-Y,-1/a 12.038 - 16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 y3-1/3-1/3 16.303 - 20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/a-I/,-ya 12.038 - 20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 76" custom 20.053 - 22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-%3-1/3 22.186 - 25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ya-y2-y4 " - 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 92-1/8" custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/3-1/3-1/3 26.186 - 31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Ya-!/,-Ya - 25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7` 97" custom 25.303 - 27.185 +80.0 -110,0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 %-%a 1/3 27.186 - 32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/ ±/Z 1/4 - 28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' 109" custom 28.303 - 30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 • 4 • - 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80-0 -106.7' •113j8" custom 29.464-43.685 •+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0' -110.0 +80.0 -110.0 +80-0 -110.0 • • • 1/3�r�r• 3.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/41/r1/ _%'Q5J 00+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7- •12G" cusjgln 31.053 - 3.,85 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 • • • custom • 33.186 -•�.M +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 • �•Ivt�i �. SASH WIDTH (FLAN(PWINDOWS" VFfRALL WIDTH - 58.556 • • SASH WIDTH (EQ • • •`Mari UAL LEG WINDOEVS)�' OVERALL WIDTH - 57.556 • • • •••••• 2 •••• •••••• N • • • ••• ••••• • • 1) OVERALL (TIP TO TIP) DW"QRS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. '-11 U.0 FOR ULA55 TYPES 9, 12, 13 & 15 GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES ►--- 3/16" HS GLASS .090" SG - 3116" HS GLASS 30 }� I 112" NOM. GLASS BITE EXTERIOR �32 GLASS TYPE 9 13/16" NOM. GLASS STACK AIRSPACE-: - T---090"SG r« 1B"AN OR '•� TIP GLASSHS GLASS ' 31 112" NOM. GLASS BITE EXTERIOR \r- 1 .- 70-73) 3 �ORi33lJ `_ GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) 13/16" NOM. GLASS STACK AIRSPACE ��jy -.090" SG 3/16" AN OR _ TP GLASS -: 118" HS GLASS 7A" 12" NOM. GLASS BITE EXTERIOR / GLASS TYPE 14 (WIN EALEDZ GLASS TYPE 15 (TEMPERED) r° Y = rn M ? lax O o O N O Ochi a Z J O z ILL m i -Wi o n o = Llj 22 ®a eogl N Z03 JQ �N .WO W ,-. >v N o Z w o z U LU '1 W J Q O x W m i O v) U) aag5 = W o a o Z Z n it LD of J W = `111111I fill! �()NY LYNIyz'.: No.58705 •� ATE6 NALIEN `. A. LYNN MILLER, P.E. P.E.# 58705 TABLE 12: Glass Types: 1 thru 7 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 1 63" Overall Hgt. Head & Sill CIO20" Head & Sill E Head & Sill E Head & Sill E Head & Sill E 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1" 3 74" 1+C2+1 1+C2+1 2 1+C2+1 1 3 1+C2+1 31 1+C3+1" 131 I+C2+1 FOR GLASS TYPES 1, 4 & 5 TABLE 13: Glass Types: 8 thru 15 Anchor Quantities for XO & OX Windows Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head &Sill E Head &Sill E Head &Sill m Head &Sill m Head & Sill 29' 1 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 49" 1+C2+1 2 1+C2+1 12 1 1+C2+1 3 1+C2+1 31 1+C3+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 31 1+C3+1 3 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 31 2+C3+2 3 74" 2+iP4: • 2 2+C2+2 2 2+C2+2 131 2+C3+2 31 2+C3+2 4 • TABLE 14 • • • GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: / CLUSTER OF3 2 ANCHORS ANCHORS �14 ANCHORS AT THE CENTERED AT THE 2ANCHORSAT IN THE THE FIXED LITE SASH MEETING RAIL � JAMB 23" MAX. O.C. 9" MAX. - J TT'i 9"MAXMAX. O C MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 12" MAX. O.C. --�► �\ _ ./.. 2-ANCHOR CLUSTER DETAIL • • • • • • • • • Glass Types: 8 thru 15 • Anchor Q* �ntitie s for XO & OX Windows Meeting Rail: Heavy -Duty Width 22-1/8" Wwrall Ygt. 37" QWall"t. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. • • • • Head & Sill • Heady STI • m Head &Sill Head &Sill Head &Sill @ Head &Sill 20"• 1+C�+1 • 2[E*:+�C2-blo 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 25"• 1+C2.1 2 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 • ET'• 1+C2•* •• 2 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 • 49" 1*MR,t 22 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 •t?,* 102r1•f• 2 2 1+C2+1 31 1+C3+1 131 1+C3+1 3 1+C4+1 4 67" 1+C2kt • 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 76" 2+C2+2 21 2+C2+2 2 2+C3+2 3 2+C3+2 131 2+C3+2 4 2+C4+2 5 6" MAX. O.C. I 3-ANCHOR CLUSTER DETAIL 4" MAX. O.C. Al l\ 4-ANCHOR CLUSTER DETAIL NOTES: 1) OVERALL (TIP TO TIP) DIMENSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. W z 0 Y w O co a e 0 0 00 0 2 � 0 cm$ nc l 7 _ O S 0 8 a� cn W Z Z LL CID mx b� J ti a: w z LU U ® J _j FU —'r n LU CD > Ic- rn v 0 Z U Z Q' W W in rn LL O O ~ Cc) ® � ICI � � O H Q C) Z O r U 2 x U � J Z = < s • \\\ \DIY ILY/V V ' 0' . •........ N,�'� _ICEN&, ..' NO.58705 54A, Ea A. LYNN MILLER, P.E. P.E.M 58705 TABLE 15' Overall Width Sash Configuration Sash Width Range (in) Glass Types: 1, 4, 5 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29' Overall 1 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hi n Head & Sill a m Head & SIII M @ Head & Sill E Head & Sill n E Head & Sill n E Head & Sill M E 1/a--/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �3 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a-1/2--1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" %31/31/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" Y4-1/z-y4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %-y3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-yz--%4 12.038 - 16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" % -/3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4-1/x 1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C2+1+C2+1 3 1/3-%-/3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1/4_%2 1/4 " - 24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 92-1/8" custom 24.083-26,185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/3-1/3-1/3 26.186 - 31.038 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Ya--1/z -/4 '"-25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 custom 27.186-31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1/4-y2 1/4 ""-28,302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 109" custom 28.303-291B5 1+C2+3+C2+1 121 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 custom 29,186 - 31.038 1+C2+3+C2+1 121 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 120" 1/a-Yz 7/4 31 038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 12" MAX. O.C.--�--�{ 2-ANCHOR CLUSTER DETAIL MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 • "MIN. SASH WIDTH (EQ AL-:tg YVINDOWS)= OVERALL WIDTH -56.924 2 • • • • • • •. GUIDE TO USING----- ``\ • • • •: • • • ANCHOR QUANTITY --1+C2µ3+C2+113 -----` • •••••• •••••• TABLES FOR XOX • • • i • i WINDOWS: j ' �- \ • /j • • • • • • • • • • • • • • • • 996900 • • • • • • • • • 000000 1 ANCHOR AT CLUSTER OF 2 ANCHORS CENTERED AT THE-�� \- CLUSTER OF 2 ANCHORS CENTERED AT THE 3 ANCHORS IN THE • • ••••• • ••••• THE SASH MEETING RAIL T- 3 ANCHORS AT !THE FIXED LITE MEETING RAIL �' JAMB ' i • • • • • • • • • 41 • • • 0000 22-12" MAX. O.C.I —► 9" MAX ( �-r 1 ANCHOR AT �- I 12" MAX.'O.C. / �. THE SASH i i - • _ _ t _ 9" MAX, _..... 1) OVERALL (TIP TO TIP) 0&VtjSfAS SHOWN. FOR EQUAL -LEG --- --' - '-MEETING RAIL-� REPEAT ANCHOR PATTERN AT SILL WINDOWS, SUBTRACT 1" FROM HE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. b °2 Y W z v O [` w ON �o —co ai 11 O ON ZN O Z Q O 0� O J O a y ZLL Wx v W Z O I, to LLF J LU Lu `_ oh W oZ� $ ? U M J O W m ~ LL O •- 0 ZZ I.�:,y.; = O 2 a a Z O n w U M _ U J Z = a¢�sur � V LYN F�•'- LICENSE •., No.58705 S7oe�'DC(�� G tS ' �ONAL A. LYNN MILLER, P.E. P.E# 58705 TABLE 16' Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 2, 3, 6, 7 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 1 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" Overall HI a Head & Sill E Head & Sill a ' Head & Sill a E Head & Sill n E Head & Sill n Head & Sill a E 1/q-1/2-1/q 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1/i-Y2-1/4 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a 1/a-1/a 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-116" 1/q_1/2-Y4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/a %--% 114,334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 12 1+C2+1+C2+1 131 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" �1/q_Y2-1/4 12.038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 1/3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/q_1/2_1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4_Y2 1/4 "-24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 % %-1/3 26.186 - 31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/q-1/z Y4 "-25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 97" custom 25.303 - 27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3 J/3 27.186 - 32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 Y4_1/z 1/4 "-28.302 1+C2+3+C2+1 2 1+02+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 109" Custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 Yg 1/s-1/3 30.186 - 36.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 31 1+C3+2+C3+1 3 1/q ?/2_1 -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 113-5/% cust&n 829,464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 •••• 1/3 1/3-Y3 33.186 - 3B.42 •1+C2*2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 •••• 1/Q 1 •Y-31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 120' • custom 31.053 - 33.1 5 •1+C 3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2 custom 33.188-38 2 •1tL 2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 • • eVERALI WIDTH - 58.556 MIN. SASH WIDTH (FLPNGBIWINDOW� - • • • • • • • • • • • • • • • 2 • • 0 rly CASH WIDTH (EQUAL jEG WIND 4 S OVERALL WIDTH - 57.556 •••• •••••• 11 OVERALL (TIP TO TIP) DTi RSIbNS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C. 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. -- I J 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: - 1+C23+C2+1113 J �"- _ CLUSTER OF2 II ANCHORS 1 ANCHOR Al CLUSTER OF 3ANCHORS l IN THE 1 CENTERED AT THE THE SASH MEETING RAIL 3 ANCHORS A7 JAMB �9k__ THE FIXED UTE j 22-112" MAX. O.C.1 - 1 CHOR ATE 9" 12" MAX.IO.C. - THE SASH MAX. O �-- MEETING RAIL REPEAT ANCHOR PATTERN AT SILL w vYi Of w } J r (D N = K a O Z Z 12 Zu_I m� US UL) rer, WZOD �xa Q or a+C LU v a H W O Z u Z J W M m ILL O O N N 0 N a tV F- Z O a of Z O n z U � x U 0 J Z = a ac LYNN,J�i% F ''•�C� :� / No. 58705 SO ` STA E OF 4t- SS!ONAL 0\\C?�. A. LYNN MILLER, P.E. P.E.N 58705 TART F 17 Overall Width Sash Configuration Sash Width Range (in) Glass Types: 8, 10, 11 Anchor Quantities for XOX Windows Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill a m Head & Sill a a E Head & Sill E Head & Sill a E Head & Sill a E Head & Sill a E 44" 1/a-1/rya 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/j 1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" %-1/z-1/a 12.038 - 13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/s-1/3-1/3 13.303 - 16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" 1/a 1/2-1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-% 1/3 14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" Ya_1/2--1/4 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/a-1/r1/4 12,038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053 - 22.185 1+C2+1+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3_-1/3 22.186 - 25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/a-Yz-Y4 --24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 31 1+C3+2+C3+1 3 1/3-1/3 1/3 26.186 - 31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 - 25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 97" custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 Y3-%3-1/3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Ya-Yz-Ya --28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 109" custom 28.303 - 30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1/3-Y3-Y3 30.186 - 36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 Ya-YrY •••-29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+03+1 3 •1 i5/✓:" • custom 01 f9.464-33.185 1+Cgy3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 • •1/3_1/3_1/3 33.1Bill, -38.222 Z+C2+2;C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 •: •• 4 •1/4_Yr1/4• •- 31.052 1+C2+3tC2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 l iv, custom o81.053 - 33.185 •1 CWt C2+ F 2 1+C2+3+C2+1 12 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 ••••• custom • 033.166 38.222 +C2+ +C2+2 2 2+C2+3+C2+2 12 2+C2+3+C2+2 121 2+C3+3+C3+2 13 1 2+C3+3+C3+2 3 2+C3+3+C3+2 3 �"IVIII WIDTH (FIJ1kNGE4M1NDOWS)=HT�,LL IDS TH 58.556 • • • • - 57.556 MIN, SASH WIDTH 4."l&W4 WINDOW ! - i`E- ALLWIDTH - 2 • • • • f • • • NE... •••••• ••• 1) OVERALL (TIP TO TIP) EMPSIONS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.0 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. - I+ i` 3-ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: / 1 % CLUSTEROF2 1 ANCHOR AT THE SASH ANCHORS CENTEREDAT THE MEETING RAIL 3ANCHORSAT THE FU(ED LITE 22-1/2"MAX. O.C.i ► I / 9" MAX. 12" MAN X r MEETING RAIL ------------- CLUSTER OF 2 \� \ ANCHORS 3ANCHORS ') IN THE ;ENTERED ATTHE JAMB MEETING RAIL 1 ANCHOR AT I O.C. - THE SASH V. L - REPEAT ANCHOR PATTERN AT SILL LU 00 >> t] x o O O O Q ON iy 0,1 X U) O O $ ° _ o Z LL (O 1! !i v w 2 W S2 ®� J g U (J c `JNO O IZ n > > F � O Z ao Z J W u- O to O Z � S a O Q o Z O w v _ J Z = Q aa�a `. 11p1Y r '' LYH , ?X. UICEN.... � * No.58705 71C " p i ^Jff .1 p ATE F (V` S'O E r NAL j 1 N... A. LYNN MILLER, P.E. P.E.4 58705 TABLE 18 Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities for XOX Windows Glass Types: 9, 12, 13, 14, 15 Meeting Rail: Standard 21-1/8" Overall Hgt. 1 29" Overall Hgt. 37" Overall Hgt. 1 49" Overall Hgt. 55" Overall Hgt. 63" OWerall Hgt. Head & Sill a 'o E Head & Sill E Head & Sill a E Head & Sill a E Head & Sill � E Head & Sill a 1/4_1/2_7% 12.038 - 12.052 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 'r/3 'I/3 1/3 12.053 - 15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 49" 1% .�1/2_ % 12.038 - 13.302 1+C2+1+C2+1 2 1+CZ+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3 1/3-1/3 13.303 - 16,675 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-118" %4-1/2_1% 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3-1/3 14,334 - 18,050 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" Y4-1/2-1/4 12.038 - 16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 %3-1/3-1/3 16.303 - 20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4_1/2-1/4 12.038 - 20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22155 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 13 1/3 1/3-1/3 22.186 - 25,675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1/a-1/2-1/4 -24,082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 92-1/8" custom 24.083 - 26.185 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 26,186-31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/y-1/-1/4 •" -25302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97" custom 25.303 - 27,185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+02+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 1/4'/i 1/4 -2&302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 1/3 '/3-1/3 30.186 - 36,675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 %4_7/2_1/4 `"-29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 113-518" customs 26.466-33,185 1+C2+3+C2+1 2 1+C2+3+C2+1 12 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 ••••• %3-1/3--1/3 33.186 - 36.222• 2t %+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 11 •••• %4-1/2-ia• 9*4 •• 31.052 1+C2+ +C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 •120" Custom 31.0 -33.18 1tC2+ +C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+ • • custom 33.186 - 38.22t Z'1-E2�l+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+ -- MIN. SASH WIDTH WLANQrc WjNDOWS)=•��wIDTH - 58.556 ••••• • •• •••• 2 •-�Rjlt, VJH WIDTH(EQUAL-LEJ WINDOWS);:::MLL WIDTH _-57.556 •••••• • • • • • • •••• • •••• •••••• • « •••• • •• • • • 1) OVERALL (TIP TO TIP) B%W*S NS SHOWN. FOR EQUAL -LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 12" MAX. O.C.—1�--►i i 2-ANCHOR CLUSTER DETAIL 6" MAX. O.C. —�-- I-�— i 3-ANCHOR CLUSTER DETAIL 4" MAX. O.C. �— 4-ANCHOR CLUSTER DETAIL C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 _ - - C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4,- 1 HC21µ3+C2N GUIDE TO USING ANCHOR QUANTITY CLUSTER OF 2 \\ CLUSTER OF 2 \, TABLES FOR XOX / ANCHORS ANCHORS 3 ANCHORS 1 ANCHOR AT CENTERED AT THE - CENTERED AT THE IN THE WINDOWS. THE SASH MEETING RAIL '3ANCHORSAT MEETING RAIL JAMB I THE FIXED LITE 22-12" MAX. O.C. �— 1 ANCHOR ATE I 9" MAX -4: 12" MAX 'O C - THE SASH i I T 9"MAX. I— '\—MlEliT_I'NG OX ul RAILS REPEAT ANCHOR PATTERN AT SILL °?r Y W (n y O rn O U N w x ¢ O r`*, w 1n Z 0 W O Z LL m i J � n o' U U OD o � LLi t1N �Zv �< ¢ W Ong 7 a Z m Z x W rn J m ILL O H O � � v ® N N H F O Q ¢ d ¢ O Z O w � _ U J z = O- \\p1Y LYN1v,f.1ii VIGENSF:'�� . No. 58705 - - 11r ';33 S O� . S ATE OF (U ` /ONAL A. LYNN MILLER, P E. P. E.N 68705 i I T 9"MAX. I— '\—MlEliT_I'NG OX ul RAILS REPEAT ANCHOR PATTERN AT SILL °?r Y W (n y O rn O U N w x ¢ O r`*, w 1n Z 0 W O Z LL m i J � n o' U U OD o � LLi t1N �Zv �< ¢ W Ong 7 a Z m Z x W rn J m ILL O H O � � v ® N N H F O Q ¢ d ¢ O Z O w � _ U J z = O- \\p1Y LYN1v,f.1ii VIGENSF:'�� . No. 58705 - - 11r ';33 S O� . S ATE OF (U ` /ONAL A. LYNN MILLER, P E. P. E.N 68705 O- \\p1Y LYN1v,f.1ii VIGENSF:'�� . No. 58705 - - 11r ';33 S O� . S ATE OF (U ` /ONAL A. LYNN MILLER, P E. P. E.N 68705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME OR BUCKSTRIP, SEE NOTE 2, THIS SHEET. DIRECTLY INTO CONCRETE/CMU. 1/4" MAX. SHIM --►I �� EDGE DISTANCE I EMBEDMENT SEE TABLE NOTE B, FOR _— __ _ HEAD TYPE SASH VISIBLE 1/4" MAX. ---�\.-- __. -__ _—_ -.- EDGE LIGHT WIDTH SHIM = I - _ EMBEDMENT DISTANCE JJ--_; -_—_ TYP. ANCHOR TYPE, EMBEDMENT AND EDGEDISTANCE PER SUBSTRATE,SEE gn TABLE 19.12" LENGTH, CENTERED EXTERIOR 1 -20ABOVE SASH y �y OVERALL HEIGHT •••• • • • p1'• • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE_ VISIBLE LIGHT HEIGHT 4 52 O•• INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 114" MAX. SHIM -+ EMBEDMENT 4 1 I EDGE 17 i l •\ DISTANCE FIXED VISIBLE LIGHTWIDTH I �i• /// , OVERALL WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) • rj •• • • • •: 6" LENGTH, CENTERED HORIZONTAL SECTION C-C • • AT MEETING RAIL. (SHOWN WITH MONO. GLAZING) jCHO•ED WITH (4) (P# 60). •QNLY OUIRED IF Fi� HEIGHT IS NOTES: • • • 0041364"- 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. �— — 000 ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE �� • • • • "• • OFTHEWINDOW. • 1/4MMAX�� ' • • EAIIIIIIEDDMENT 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE • • • 1111-Il L• 19. ALL WOOD BUCKS LESS THAN 1-1/2" THICKARE TO BE EX OR • - • • • • • • . 00. • • CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-M" THICK OR GREATER. 1 X • • • • • ED'" • • ♦YP. ANCHOR TYPE, AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY DISTANCE • EMBE19dENT AND EDGE TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN •�L•�* DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION ON I ION 2 SEE TABLE 19, OR ARCHITECT OF RECORD. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B I EXTERIOR V ' MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 19. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 & NOTE B FOR HEAD TYPE. Min. Edge Min. Anchor Substrate Distance Embedment Southern Pine (SG=0.55) 9116, 1-3/8" 012 Steel. 18-8 410 Aluminum, 61 min. 3/8" 0.063" or SS Screw A36 Steel 3/8" 0.063" Steel Stud, Gr. 33 min. 318" 0.045" (18 Ga) Concrete (min. 3.35 ksi) 1" 1-3/4" 1410 SS CreteFlex C Ungrouted CMU, (ASTM C-90) 2.1/2' 1-114" Southern Pine (SG=0.55) 1" i-3/8" 1/4 Steel Concrete (min. 2.85 ks 1) 1" 128" Uttmcon Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" Southern Pine (SG=0.55) i" 1-3/8" 1/4" MAX. SHIM i T INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL 7 TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNG ROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. W W O Elf 0 o o U) >• r o L)' z y a;r.� O Q O d J O iH W O Z LL fp m x S c1 L) L) d ®¢ J _J U I� r ;I FW- Z a F O j 0) p a Z Z U ir LU J O W O ZQ o/ LL O Ln $ ® N LL 0 O O e'ays LL 0 H p U Z � n Q Z = \\1t1111111 //// ` pSY LYNN A, M�(�m ��P��•�'�VtGENSE No. 58705� q �. �/✓�� ONAL EN ` 111111100 A. LYNN MILLER, P.E P.E.# 59705 INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP OR BUCKSTRIP. SEE NOTE 2. THIS SHEET. DIRECTLY INTO CONCRETE/CMU. INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EDGE DISTANCE 1/4" MAX. SHIM EMBEDMENT �+ 1/4" MAX. SHIM EMBEDMENT SASH LIGHTWIDTH VISIBLE �I 12 ' 1/4" MAX —___ __ __ SHIM _..__ EMBEDMENT ., EDGE - . EDGE 17 /! 1`•. ' ---- - — -- DISTANCE I I a 'I I �IXEDVISIBLE \ DISTANCE --------- TVP. ANCHOR TYPE, G a) l LIGHT WIDTH EMBEDMENT AND EDGE I 'I i ,;yj�t . DISTANCE PER SUBSTRATE, I 1(,;/ SEE TABLE 20. ✓,��..��w•r ,�,`.��, EXTERIOR i ^ . �I( i 3 12"LENGTH, CENTERED 20 ABOVE SASH y 16 14 15 u J •, \ s , TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, I EMBEDMENT AND EDGE I BUCK WIDTH ENT AND EDGE EMBEDM DISTANCE PER DISTANCE PER SUBSTRATE, SEE TABLE 20 SUBSTRATE, SEE TABLE 20 HORIZONTAL SECTION A & NOTE B FOR HEAD TYPE. & NOTE B FOR HEAD TYPE —A (SHOWN WITH I.G. GLAZING) VISIBLE 1t +- 1/4" MAX. SHIM BUCK 6��HEIGHT52 INSTALLATION iin e,v51FRAME 50 OPTION 4 IANCHOREDTHROUGH INTO METAL TYP. ANCHOR TYPE, EMBEXTERIOR EDGE DISTANCE 10^n 50n tr n PER SUBSTRATE, v SEE TABLE 20. •••••• 9 • • •••• •: ••: •• 6"LENliTH, CENTERED AT HORIZONTAL SECTION C-C • • ETI GRAIL (SHOWN WITH MONO. GLAZING) � S 'WifitRED WITH (4) • • • • • • • �GI7�1�lS, (P/t 60). ONLY 3 • • • RbQUIRED IF BUCK NOTES: • • - • • • •1.1 fill IS OVER 62". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON • • • • • • • TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • • --- —._ _ _ - _ • ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE • • • • • • '•'t'�} OF THE WINDOW. •1/4 MAX. • It • ' " •7 • • • ' 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE • • • - •, • i • : :B: DMENT 20. ALL WOOD BUCKS LESS THAN 1-112" THICK ARE TO BE • ', • t CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKSARE • •• • • OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. E)PFERIOR ii`• ••E• • • • • TYP. TYPE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X " DIS �CF• • .YNCHOR EMBEDMENT AND EDGE AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATION OPTION SEE TABLE 20, OR ARCHITECT OF RECORD. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. Min. Edge Min. Anchor Substrate Distance Embedment Southern Pine (SG=0.55) 9116"E-3&I 912 Steel, 410 Aluminum, 6063T5 min. 3/8"1" or SS Screw A36 Steel T&'Steel Stud, Gr. 33 min. NIT, Concrete (min. 3.35 ksi) i" 1-3/4 1/4" 410 SS CreteFlex Ungrouled Cl (ASTM C-W) 2-112" 1,114" Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 2,85 ksi) 1" 1-318" va" steel Uttracon Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" Southern Pine 1.55) 1" 1 A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PAN/HEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C) "UNGROUTED Cl VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. N d:, w 0 y C9 N z y M rn O O Z O J O a h Z W C) mx s� J w O r U U o o Fs ti LU W 00 �_ J r � Z O Z o W J W IU W LL J O J O ® m IJ LU w O Z=vs = Q o g = H 3 Q Z J r U J Q Z = Jf�Q 59:3$ \\1 t t11111111,//1 �NY...... P�.•.• \.10ENSF• * : No.58705 /ONAL fill 01\1\ A. LYNN MILLER, P.E. P.E.M 58705 BUCK HEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. EMBEDMENT + EDGE DISTANCE EDGE DISTANCE — - - ------- EDGE DISTANCE EDGE Imo— DISTANCE III i� I II',L' 1/4"MAX SHIM I'n "II it 1 I I I'I i\✓ I I I li I I ' I EMBEDMENT L!4" MAX. SHIM 12" LENGTH,CENTERED 20 ABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 21. VISIBLE LIGHT HEIGHT 52 f INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SASH VISIBLE LIGHT WIDTH EDGE DISTANCE —' 114" MAX SHIM —�-I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 21. FIXED VISIBLE I+ LIGHT WIDTH 63 EXTERIOR r1 18 � 14 15 BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) EXT�EnRyIOR V EDGE DISTANCE I EMBEDMENT I l I i, lii(f,1111 �I I 114" MAX. SHIM I � INTEGRAL FIN INTO METAL I i • • •• i • • • • • • • 14 15 MIAMI-DADE APPROVED MULLION, FBC • • • • • • • B COMPLIANT ALUMINUM/STEEL FRAMING TYP. ANCHOR TYPE, • • • • • • • OR STEEL STUD. MAY BE VERTICAL OR EMBEDMENT AND EDGE • • HORIZONTAL SECTION C-C HORIZONTAL. SEE SUBSTRATE DISTANCE PER SUBSTRATE, • • • • • • (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 21. SEE TABLE 21. •••• • •• •••••• NOTES • • • . •• • •• ••••• MAX • • • §HIM 1) USE ONLY SUBSTRATE -APPROPRIATE 1) • • • • •y ANCHORS LISTED ON TABLE 21, FOLLOW • ------�•-•-1-•� 1 EMBEDMENT AND EDGE DISTANCE • • • • • • -!__ - G • --_ EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION • TERIOR _ L_ -_ -�`_ SHOWN MAY BE USED ON ANY SIDE OF • • THE WINDOW. • • • •`�'• • • N _ �. _�-.� _ EDGE DISTANCE 2) VISIBLE LIGHT WIDTH OR HEIGHT • —! — (ALSO REFERRED TO AS DAYLIGHT • • BEDMENT TYP. ANCHOR TYPE, EMBEDMENT OPENING) IS MEASURED FROM BEADING INSTALLATION OPTION 5 AND EDGE DISTANCE PER TO BEADING. ANCHORED THROUGH FIN INTO 2X SUBSTRATE, SEE TABLE 21. 3) ANCHOR TO BE INSTALLED WITHIN WOOD FRAME OR BUCKSTRIP. 2-1/2" OF FIN CORNER. VERTICAL SECTION B-B Anchor Substrate Min. Edge Distance Max. O.C. I Min. lEmbedment 2-112" x .113" Box Nail Southern Pine (SG=0.55) 5/16, 5" 2-7/16" 2-112" x .131" Common Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 3/8" 5" 2-7/16" 2-1/2" x .145" Roofing Nail Southern Pine (SG=0.55) 318" 5" 2-7116" #10 Steel Trusshead Screw or #12 Steel, 18-8 or 410 SS Screw Southern Pine (SG=0.55) 112" 5" 1-3B" 0. 125" Aluminum, 6063-T5 min. 5116, 5" O.Gg" 0.050" A36 Steel 5118" 5" 0.050" D.D45" (18 Ga) Steel Stud, Gr. 33 min. 1 5116" 1 5" 10.045" 1)MIN. VHS IHKi Db t5tTUNU I H 1,Mt I ALbUHb 1 HA I L. w - W Y rn o 0 a� � w 0 � o i7 N 2 O y M H O �y In Z O Z O O J ZI'I- cD m r Is� s W U ®� J J W oti J O W ;> Z o JJ LL Q m LL J O X� w W ® N Z LL _ O O Z J I- ui O Q Z = tV1111111 r/1/1 LYNN No. 58705 -0� 3T TE F - ( - .FLORIOP' N�� ,'ONAL IE \ A. LYNN MILLER, P.E. P. E.# 58705 Imo- 2.724" 2.560.. V 4 lr--- J t�'1 062" 1 MEAD, FLANGE FRAME +- 2.724" - - Il l I 3S51" I� 'V. 2� SILL, FLANGE FRAME 2.105" -- • • •• •••••• .062" � • • /r 4 ,� • I • 2.273" eA% • i • • • • • • • Lf f� SASH PULL RAIL • • 669 • 3.184" 2.724" ��HEAD, INTEGRAL FIN FRAME 4.276" �SILL, INTEGRAL \°J FIN FRAME • • • 170" • • 2.1 d•S" � 1.300" • ,��•� 062" • • } 1.300" • JI•�� i� ..I. •••••• ,2 SASH LOCK RAIL I\f31 SASH TOP & 'yi• • • _l BOTTOM RAIL •••••• • • •••• • y a .050" -f' " .045" MATERIAL PROPERTIES USED nnue • • _L � 795" � .795" • • '•• �.492"I• .612" , 7/16" BEAD `z 5/16" BEAD • • 9 eaterial Min, F" b•I Screw 12D ksi • 1 Screw 95 ksi 4W Screw 110 ksi Elco UltmCorc9 410 SS El- Cm.FlWOi 177 ksi 189.7 ksl as-1-41 61163-T5 AI-- 22 ksi A36 Steel 58 W Gr. 33 Steel Stud 45 ksi 2,724" --I 1 2.060" ,�•... --- .062^ y,HEAD,EQUAL LEG FRAME 2.724" 3.151" SILL, EQUAL LEG FRAME 2.211" 1.803" .170"-- �u) HD MEETING RAIL SILICONE STRUCTURAL POLYISO- \�� 114" NOR. BUTYLENE WITH DESICCANT 140 EXT. GLASS j. INT. GLASS 170,iKODISPACE •.,_i 4SG TPS 1.488" 5 2.786" I -' 062" I 1 \ JAMB, FLANGE \4% FRAME 1.246" 3.908" 062" I C� (Ho SILL ADAPTER i 2.211" 1 ...� 1.138" .120" 2.112" i I F 062]-F �} JAMB, INTEGRAL FIN FRAME .040" �- INSTALLATION �7J HOLE COVER +- 1.415" D62" 9� SILL TRACK .360^ -�-I 1.032" D45" (7s, STD MEETING RAIL Ili SCREEN ADAPTER 987" 2.786" .062" ' -' JAMB, EQUAL LEG e jFRAME i .062" ��._. .723" -�-I .875" �F ..,.. �1 ) WINDLOAD ADAPTER �-+- 1.446"1 -�- .518, .040" 2) ANTI -LIFT CLIP 630" --� .464" - a h .797" I, .798" '\f J IG BEADS f 61 IG SNAP BEAD HOT -MELT ALUMINUM DESICCANT FILL BUTYL REINFORCEMENT 7� POLYISOBUIYLENE '� SEAL 5116"NOM 3116" NOM.� I SILICONE 5/16" NOM. SEAL STRUCTURAL BUTYL 6 ROLL -FORMED SILICONE /� ' DESICCANT / STAINLESS STEEL FOAM WITH �/ /� FOAM DESICCANT / i EXT. GLASS-��/j EXT. GLASS-•�' / . EXT. GLASS�INT. GLASS `-INT. GLASS INT. GLASS Ity 7 1' ISUPER SPACER• %721 DURASEAL' 3 XL EOGET"r •.,- J NXT L j SPACER ,, jI SPACER LU � Y ,n H o m ,e,, w_ o O W O Q O1q, w rn O J C1 Q J O R p Z W Z O o� U U_ o � Z a' S 6 Q O > i N O Z o z c J LL O 0 O 00 ® N IV a � oao5 ' O Z O o O Z r D n Wa = s NY ILYN`'q'''i * : No. 58705 10 "40Elop, "Ofill NALtENG`�� A. LYNN MILLER, P.E. P.E.# 58705 TABLE 23: Item # Part ASSEMBLY DETAILS FOR 1 824038 Head, Flange Frame Alum. 6063-T6 �. XO FLANGE FRAMES (OTHER FRAME TYPES & CONFIGURATIONS SIMILAR) (61 5 624017 Jamb, Integral Fin Frame Alum. 8083-T8 g 6 i Y 1 1 i }r I I 4 4l �12: 15 ;- i � 1 1 �3� v?irC \3J / 4 �\ 139 ' i61�.' 35 ` L6 z� {7; INTERIOR NOTES: 1) ALL CORNERS TO USE GASKET AND/OR SEALANT 2) SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 6 824028 Jamb, Equal -leg 6 ta Rij • 38 • 724021 Cove `4l Polyethylene INTERIOR # Description Material �I m W ? y ,�a�.•'• �iCENSF �� . *;No.58705 0-� ' Tarts o �s •F�ORIDA..' A. LYNN MILLER. P.E. P.E.k 587D5 M IAM I-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PW7720A" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its 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 and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. .. .... . . . ..11. . . . . ... The submitted documentation was reviewed by Manuel Perez, P.E ! • • • : • • • • NOA No. 18-0430.05 MIAMI•DADE COUNTY Expiration Date: February 19, 2024 t ' p A'tiroVDtDatC: AqglVt 23, 2018 V: : : Page l U • • ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseale spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.16-0629.14) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniforrn Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/1,8/03 and 07/31/03 respectively, all signed and .. ..... . .. .. sealed by Joseph C. Chan, P.E. • (Submitted under NOA No. 03-1105.01) •, •; ; ; ;•; • •• • Manuel Per z, .E. .. ... .. .. . Pioduct:ContrU a ner : • • • • •Nb•A P46. 18SO430.05 • • • Expiration Vate: Fe%ruary 19, 2024 Approval Date: August 23, 2018 . .. .. . . . .. .. ... . . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6` Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17. expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 IRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. •• ••• • • • • • •• • •• • • • • ••• Manuel Pere , .F. •" ':' •' psoduct:ContrblE a I •NM Pro. x 8- 30.05 • • • ;'ExpirationMate: F&ruaiy 19, 2024 Approval Date: August 23, 2018 E-2 .... . •..•.. . . . • • • . . • . . . .. .. . • . .. .. ... . . . ... . . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 611 Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, RE 4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. . ...... ... . Manuel PereyTy. • • • • : • • product ContAJ ExknjAer • • i • • i • PO j goi18-0430.05 • Expiimlion Bate: February 19, 2024 Approval Date: August 23, 2018 E-3 •.• • • • • ••. . . . • . • . • . • . ••• . . . .•• • . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6` Edition (2017), prepared by manufacturer, dated 04/19/18, 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. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PYB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS • • 000 • • • • • • • 1. Notice of Acceptance No. 17-0614.11, issued to:'GT I$diu1ri4s;Idc.; 4 their Series "PW-701/720/820" Aluminum Fixed Window ;;:Iq l• and expiring on 02/19/19. .. ..• •. ... 1VlanuejPerez • • oduc;VQntrdj Exa in • , • M04 r2o ;18-0430.05 ' ' Expso ir%tion'Date: Mritary 19, 2024 Approval Date:' August 23, 2018 E - 4 ... . . . . ... . . . • • • • • • • • • • ••• • • • ••• • • 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED A - 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET E INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL L BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. i WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 11i---- YHE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 12" MAX. O.C. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL r DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. i NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE - FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE - SCOPE OF THESE INSTRUCTIONS. I 1 6) MAX. 1/4" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION - WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY i OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6-12" MAX. IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El 300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% S7*" •ICREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCTPTHD 1,6 LOAD DURATION FACTOR WAS UUT OCAOUATIOIe(9F ANCHORS INTOWOOD.•4NCHORS T NTACT WITH O ER DISS9AILAR MATERIALS SHALL MEET THE REQUIV��F�Jj S TTHE FLORIEA BUILANG CODE FOP&MOVSION RESISTAII P • • • • g) REFERENCES' TEST REPORITS FTL-3835, 3856, QyyS•1i,7763; ELCO ULT ON NOA; ELCO CRETEFLEX NCA; ANSI/AF&PA NDS 0 t�b C�JSTRUCTI RAND AI2%MINUM '— MRNUAL 49" TIP -TO -TIP WIDTH 48" BUCK WIDTH - _ 45-1/4" VISIBLE y LIGHT WIDTH B. SHEET 6 6-12" MAX. A B6" C - BUCK SHE`E`T7 L HEIGHT 93-1/4" � - VISIBLE 12" MAX. LIGHT O.C. HEIGHT 9T' TIP -TO - TIP HEIGHT Ij - 1 _ 3►-f_ 12" MAX. O.C. MAX. �J TYP. FLANGED FRAME ELEVATION GUIDE TO SHEETS: GENERAL NOTES ........................ 1 ELEVATIONS .......... ................... 1 GLAZING DETAILS ....................... 2-5DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE ............. 6 INSTALLATION, EQUAL -LEG...._ 7 INSTALLATION, INT. FIN A...........8 INSTALLATION, INT. FIN B....._... 9 CORNER ASSEMBLY ................... 1 D EXTRUSION PROFILES ................ 10 PARTS LIST ................................... 10 F • • • D• • TABLE 1: 00*00 104HE 7VA SERIES WAS•FORAPLY CALLEM }FIE to/IftO SERIES. ••••• • •••• CODES / STANDARDS USEb.• • • • • • •fOg41IF"MA BUILDING CODE (FBC), 6TH EDTTTON - •RSTM E1306-09 • • • • • • 3NSIIAF&PA NDS-2015 FOR WOOD CONSTRUCTION ��L IAI AI�ESIGN MAN AP,, RUN-2015 • • • • • •AI I i100-12 • • • 0 • • • •AIOC 360-10 - THIS SYSTEM HAS BEM TESTEDQ'O MEET THE 400 FT -LB KINETIC ENERGY IMPAC*LURI9ING REQUIREMENTS OF ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8. FIGURE 1: 12" O.C. MAX. 12" O.C. MAX. 6" MAX. Ty Description Sheet 1 7/16"Laml /16"An-.090"PVB-3116"HS 2 2 7/16" Lami (3/16" HS -.090" PVB - 3/16' HS 3 3 1-1/16"Lami.IG 16"T-7116"Air-3/16'An-.090"PVB-3/16'HS) 2 4 1-1116"Lami.IG(3116"T-7/16"Air-3/16"HS-.09WPVB-3/16"HS) 3 5 7116"Lami(3/16"An-.090'SG-3116"An) 4 6 7/16"Lami(3/16"HS-.090"SG-3/16"HS 5 7 1-1/16"Lauri IG(3/16"T-7116"AIr-3/16"An-.090"SG-3/16"An) 4 8 1-1/16'Lami.IG 116"T-7/16"Air-3/16"HS-.090"SG-3/16"HS) 5 48" BUCK WIDTH 45-114" VISIBLE LIGHT WIDTH _D, SHEET 7 7-1 DESIGN PRESSURE RATING IMPACT RATING ARIES, LARGE & SMALL MISSILE SEE VSHEETS 2-5 IMPACT RESISTANCE 40" BUCK WIDTH -► 45-1/4" VISIBLE LIGHT WIDTH 6" MAX. F, SHEET 8 � I"~ 2 MAX. F— H RHFFTQ C I E, SHEETB 96„ G, SHEET9 } BUCK HEIGHT 93-114" VISIBLE LIGHT HEIGHT 5.. MAX. D.Q. 4i-I I i Imo- 12" MAX. O.C. 2" MAX. TYP. EQUAL -LEG FRAME ELEVATION "SG" ="KURARAY SENTRYGLAS- INTERLAYER"BY KURARAY AMERICA, INC, "PVB" = "KURARAY TROSIFOL• PVB INTERLAYER" BY KURARAY AMERICA, INC. E, G 93-1/4" VISIBLE LIGHT HEIGHT 96" BUCK HEIGHT 5" MAX. O.C. TYP. FIN FRAME ELEVATION SHAPES AS SHOWN BELOW OR SIMILAR, MAYBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. ANCHOR SPACING TO BE 6" MAX. FROM CORNERS AND 12" O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THIS SHEET. WIDTH —I f+- WIDTH WIDTH WIDTH --{ I �I �i/ I rl �i I w I w I w %� w It I I I =I I 1 1 + L J 1L— —J Imo---WIDTHWIDTH WIDTH WIDTH 1 1 To —J �L J I�--WIDTH WIDTH WIDTH WIDTH -{ w wl w I w 11 +All, REv:s ED c -ih th, Florida D = JR - 03116/1 B - UPDATED .. VALUES AND SIZES FOR o GLASS TYPES 5-8. SERIES NAME CHANGE TO ' 7720A FROM 720. W z > N w M 2 (/1 >} ❑ .7 iE ❑ ti R w -N_ 1Q a v OJ LE ' " a W n B '_2 p J C)m Z LL , r Z ❑ = L C) V O E _1 UJ :MG Z < W CO oO Z Zrn OL p o U J Q W O Q J W 6 N N Z .6 N � � 1n ~ O O Z ❑ Z 7. O Z Q Q U ❑ w ti LL \%11tY LYNIII''I. \\'t�ON 1GENSF y?" * No.58705 (j `, ��NAL 1E?�` \ A. LYNN MILLER, P E. P E # 58705 Window Design Pressure (+/-, psf) for Glass Type 1 Long Side, Tp bTi In 68-7f8 73 77 81 85 89 1 93 97 101 1 105 110-1/2 31 +1-80 +1-80 +/-80 +/-80 +/-80 +/-80 +/-80 +1-80 +/-80 +1-80 +1-80 33 +1-80 +/-80 +/-80 +1-80 +1_80 +/-80 +1-80 +/-80 +1-80 +/-80 35 -+1-80 +/-80 +1-80 +/-80 +1-80 +1-80 +f-80 +/-80 +1-80 +/-80 +/-79.8 +/-79A 37 +/-80 +1.80 +/-80 +1-80 +/-80 +/-80 +1-79.7 +1-77.2 +/-75.1 +1-73A +/-72.2 39 +/-80 +/-80 +/-80 +/-80 +/-80 +/-78.1 +/-75.2 +/-72.5 +/-70.3 +/-68.5 +/-66.3 41 +1-80 +1-80 +/-80 +/-79.8 +/-77.2 +1-74.3 +/-71.3 +/-67.9 +/-65.1 +/-63.4 +/-61.6 43 +1-80 +1.80 +1-80 +1-77.4 +f-74.3 +/-71.3 +1.68.2 +1-64.7 +/-61.6 +1-59.8 +/-58.2 F 45 +/-80 +/-80 +/-78.9 +/-75.4 +/-72.1 +1-68,9 +/-65.6 +/-62.2 +/-59.7 +/-57.5 S 47 +/-80 +1-B0 +/-77.2 +I-73.6 +1-70.1 +/-66.8 +/-63.5 +1-60.3 +/-57.7 F 49 +/-80 +479.3 +1-75.6 +1-7t9 +1-68.3 +1-64.9 +/-61.5 +/-58.2 m 51 +/-80 +/-77.5 +/-74.1 +/-70.3 +f-66.7 +1-611 +/-59.7 N 53 +1-79.1 +/-75.6 +/-72.4 +1.68.5 +f-65.1 +/-61.5 55 +1-77.4 +1-73.8 +/-70.5 +l-67.3 +1-63.5 N 57 +/-75.8 +1-72 +/-68.6 +/-65.3 59 +1.74.2 +1-70.3 +/-66.8 61 +/-72.7 +/48.7 1 +/-65 63 +1-71.2 +/-67.1 65 +1.69.7 +/-65.5 68-718 +/-67 1) I IP- I U-I IF' DIMEN61UNU SHUWN. YUK IN I LUI-L tIN ANU tUUAL LtG WINUUWS, SUB I KAU I V FKUM 1 HE I IV -I U-, IF UIMENJ IUN IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FITWITHIN. TAR, F 1 Window Design Pressure (+/-, psf) for Glass Type 3 Lonc Side, TID to T in 68-718 73 77 81 85 89 93 97 101 105 110.112 31 +1-80 +/-W +1-80 +/-8D +/-80 +/.80 +/-BO +1-80 +/-80 +/-80 +/-60 33 +/-80 +1-80 +/-80 +/-80 +f-80 +1-80 +1-80 +/-80 +/-80 +/-80 +1-80 35 +/-80 +/-80 +f-80 +i-80 +/-80 +1-80 +1-80 +/-80 +1-80 +/.gp +1-80 37 +/-80 +/-80 •/-80 +/-80 +/-80 +/-W +/-80 +/-BO +/-80 +/-80 +/-80 39 +/-80 +/-80 +1-80 +/-80 +/-80 +/-W +1-80 +/-8D +/-79.4 +1.76.4 +1.74.3 .. 41 +1-80 +/-80 +1-80 +I-BO +/-80 +/-80 +1.80 +/-76.7 +/-73.5 +/-70.9 +/-69 43 +/-80 +1-80 +/-80 +1.80 +1-80 +/-80 +1-77 +/-73.1 +1-69.6 +/-66.9 +/-65.2 a F 45 +1-80 +1.80 +1-80 +1-80 +1-80 +1-77.8 +1-74.1. +/-70.3 +/-67.5 +1-63.9 0 47 +1-80 +/-80 +1-80 +1-80 +/-79.2 +1-75 4 +1-71.7 +/-68.1 +/-65.1 F 49 +1-80 +1- +l-80 +1-80 +/-77.2 +/-73.3 +/-69.5 +f-65S 51 • +/-80 I +/-80 +1-7 4 +1-75.3 +l-71.3 +/.67.5 w • 930 4 • +1-80 +/-80 +1-80 +l .7 -1.73.5 +1.69.5 55 +/-60 +/-80 • +/-79.6 0+/-76 +/-71.8 IN _ +/-80 - • +/-77.5 +/-73.8 59 +/-80 +1-79.4 +1-75.4 14% 75.8 + 441"4 • • • 7 iiIl 0 +1-772 • 68-740 1 +/-74.9 1) TIPIMerIT SIMENSIONS SHOWNGFUK IN I L:UVJ,4JPVND EUUAL LEG WINDOWS, SUBTRACT 1- FROM THE TIP-TO-rIP DIMENSION IN TH TABLE TO••''DETERMAL 1l4 WIDOW SIZE* • 2) C�2•SIjF$DOT SHOWN*ROUND4UP TO THE NERIOWAILABLE SHORT OR LONG DIMENSION. 3) =OR AFFIFCiTi{ ECTURAL WIDOWS, FIND THE �S•MALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. •••• •••••• •••••• •••• • • 1 7/16" LAMINATED GLASS STACK .090"PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS 3/16" ANNEALED GLASS 4 11 I I i LONG SIDE -� GLASSS BITE T 1-3 ii SHORT EXTERIOR SIDE :i:: 20 13 GLASS TYPE 1 �- LONG SIDE ---�i SHORT j SIDE r� TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. i-1/16" NOM. GLASS STACK LAMINATED GLASS GLASS STACK 3/16" HEAT 3/16" TEMPERED GLASS STRENGTHENED GLASS 3116"ANNEALED GLASS 7116"AIRSPACE .090' PVB SHORT I _ 11 INTERLAYER SIDE I 1 5 11 5/8" i GLASS BITE 13 LONG � •' SIDE EXTERIOR a75.7 21 13 GLASS TYPE 3 _I SHORT I - 'I SIDE W i V Y p > 6 a W } my o;00 O 0 OV i N J M 0. (Y � r n U) W L mo. Z J 0 a m - x J oo U U d o" -1 W p F Z v rS a S2 p 0 9N0 W - Z OfD O U J Q W _3 m � LL O N ® Co Z W d' Ida•a�. (1) F N Z o p Z a 3m s Z o w U p W � 1L I11 p a 0NY LYNN '1. 4f/CIF` i �- No. 58705 STATEIOF� ,'•.((/� ORIOI'. N 11j1/ NAL\o j1,\ A- LYNN MILLER. P.E- PE # 58705 TABLE 4: 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1/16" NOM. TABLE DIMENSIONS MAY BE T 7/16" LAMINATED GLASS STACK ORIENTED VERTICALLY OR 7116" LAMINATED GLASS STACK —`I GLASS STACK HORIZONTALLY AS SHOWN. LONG .090" PVB INTERLAYER 3116" TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS SIDE 3116" HEAT 3118" HEAT STRENGTHENED GLASS Imo— LONG SIDE / 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7li6" AIR SPACE ,090" PVB INTERLAYER 4 11 I SHORT • • • • 11 SI+DEi • • •••• • • 518, 5 518" ! SHORT • • • • • • • • GLASS BITE I GLASS BITE •• • 13 •••••• • • • EXTERIOR Imo— LONG SIDE —+-I • EXT RIOR • • • � 2a ••• 13 a e7 21 13 T_ • • • • • • • • • • • • SHORT • • • Gi ASSTYPE 2 GLASS TYPE 4 LONG ••••• • •• ��•�� SIDE SIDE ..... . .... •••••• •••• •••••• SHORT • • SIDE •••••• •••• • • Window Design Pressure (+/-, psf) for Glass Types 2 8 4 LA Side Ti b Ti in 6&7!8 73 77 81 85 89 93 97 101 105 110.1f2 113 117 121 125 129 133 137 141 145 31 +1-80 +1-80 +1-80 +1-80 +1-80 +l-80 +/-80 +/-BO +/-80 +/-80 +1-80 +1-80 +l-BO +1-80 +l-80 +1-80 +1-80 +1-80 +/.80 +/-80 33 +f-SO +l-80 +/-80 +/-80 +1-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 +1-80 +/-80 N-80 +/-80 +1-80 +1-80 +l-80 +1-80 +1-80 35 +1.80 +1-80 +:-80 +1-80 +1-80 +J-80 +/-80 +1-80 +1-90 +i•BD +/-80 +1-80 +/-BO +/-80 +I-80 +1-80 +!_80 37 +1-80 +/-80 +1-80 +/-80 +1.80 +/-80 +1-80 +1-80 +l-80 +/-80 +/-80 +/-gp +/-80 +!-BO +!-BO +1-80 39 +1-8t1 +1-80 +1•80 +/-g0 N-80 +/-80 +1-80 +/_80 +/.80 +1-80 +1-80 +/-80 +1-80 +1-80 41 +!-BO +1-80 +1-80 +/•80 +/•80 +/-80 +/-80 +/-80 +/-80 +!-Bp +!_BO +/-80 43 +!-BO +7-80 +1-80 +/-BO +/-80 +/-80 +1-80 +/-80 +/-80 +/-80 +1-80 I' 45 +1-80 r1-80 +/-BO +/•BD +1-80 +1-80 +1•80 +/-80 +/-80 +/-80 2 47 +1-80 +1-80 +1-80 +/-60 +l-80 +/-80 +1-80 +/-80 r/-80 H +f•80 +/-80 +/-BO +l-80 +/-80 +1-80 +l-Eq +/-80 +7.60 +l-80 +f•80 +/-80 +/-8D +!-eo+r_eo+r-Bo+r.go+!-7s.1 +l-80 +1-80 +l-60 +f_78.6 F +/-80 +l-80 +l-79.1 +/-80 +7-80 +/- +l-80 68-7l8 +/-80 PRODUCCREVISED a; :onzL+lyir.,1 eviti+Ihq l�les:da 6ui:Gieg C:udc nccc/xaax 2Si� NO CHANGES THIS SHEET. M Y 0 _a > 7 a �o V O 04 COOf W _j 0 L Z u_ '� Z J O o U = LL U U c5 ®� W O LU Z OD U 1 AO LU Zrn o O C) 5 J Q W m Q F o M N V) z W iJc s it 0 0 Z 4 of 0 7Z > a Z N F W X L5 W LL \`1LLV 11111/!f (30 LYM.v * 1 No.58705 ' O� OF F (V\ (� jPLORION.•' N ' r;S,O/fVAI EEC A LY /FI Iv�ILEER, P E PE # 58705 TABLE 5. Window Design Pressure (+/., psf) for Glass Type S Long side Tip m Ti in 684/8 73 77 78-34- F1 85 1 89 93 97 101 105 109 i 110-112 37 +90/-130 1111,127.5 +90/A23.5 +W-121.7 +9N-1198 +901.116,5 +901-113.5 +9D/-111 +90l-106.5 _+9U•-108.3 +80/-/04.5 +90/-104.5 +901-10/.5 39 +901-126.1 +901-120 +90/-114.5 +901.112.9 +90'-111 .901-107.5 +9y_704.5 4B01.101.7 +90/-99.5 +901-97.7 +90/-96.1 +901-94.6 +901-941 41 +.L120.1 +9D/-113.5 +90/-107.3 +90/.105.2 +90/-103 +901-100Z +gp/-97.8 rBD/-84.9 +901-92 +/-89.6 +F88 +/"88.5 +/-86 43 +90/-114.4 +90/.107.5 +901-102.5 +901-100.7 +90l-986 +901-95.2 . +9032-§2 +1.89,1 +1-06.8 +/-83 +/-81.4 0-80.4 +/-80.1 45 47 +90/-108.7 +001-104.4 +90'-102.5 *90/-96.8 +901-98.8 +90/-95.7 901-92.8 +901-97.1 +901-949 •90/-91 .1.87.3 +164.1 +/-81.7 +/-79,7 +/-778 +1-76.1 +/-75.a +1-72 +90l-93.9 90! 90 9 +80/-916 +/-86.5 «1-87.5 */-836 +/-Bt «/-78.9 a/.76.7 +/-747 +1-72.7 49 +901-101 1 9N-97 +/-84.3 /-87 2 /-78.5 / 79 1 /-78.9 +1-78 1 +! 73.9 +/ 71 7 +/ 69B +1-68.9 I4 51 8 53 +90/.98t +90/-95 3 90/-94.1 9(I-91.1 90/-90.1 /-67.4 +/-84.3 / 88 2 +1.85 7 +1 82 +1-73.8 +! 71.2 rf 68 9 +1-66 3 +! BBB +/-64 /-85 9 +!_63.2 1 ai 6 +/-82 9 _ +/-83.3 +I 80 +/-77 /-74.1 +/-71 3 +/ 68 7 55 +90/-92.5 /.88.2 +/.81.4 +/ 78 1 +/774 9 +/ 71.9 +/-73-+1-89.9 +, 89 1 - •/-86.4 +1-63 9 +/-61 8 +/-61.2 m 57 n 59 +1-89.8 +l-B7.1 _ H-85_.3 a/.82 8..... +/.51.8 +f-BO B +/-79 +/-76.2 +1-BB.9 +/-64.1 +1-etg +/-60.1 _ +/-79.7 +1.77.8 *1-78.4 +/-76.8 +1-74 H -7t.1 __. ... � */-57.9 .__.--.__ H-84.6 r1-62.2 *1-60.3 r 67 +144.8 a/-80.8 _ +1.78.2 +f-74.6 rl-71.7 H-68 /-65 5 *1-85.9 /-82.9 +1-82 B +l43D.8 _. 63 55 +/ 82 5 +1-60 7 / 78.0 1.77 -- / 75.3 / 74. B +! 73 2 ! 71.4 +/ 68 4 +l-80.9 / 73 B-- +1-722 / 70 4 +/-67 5 /-64 4 /-62 - 87 +1-79 --- / 71.7 +/-70.2 / 68 d +/.65 2 l-62 4-- 1 68 715 73 77 +1-77 3 +/-73 6 +1-70 1 73.6 ! 70.2 +1.66.5 1-70 +/-68.5 1-66.6 +/-63 3-61 _ -- -- ! 66.5 +/-64.8 /-82.9 +/-60 5 H-63.2 4/-61 9 _..__ ..._ 78-314 +I47B.5 •I-64.8 +/-61.9 a1-60.9 _... 1) TIP-iV-TIP UIMtNWUN5 JHVWN. FVK IN I tl KAL YIN ANU tUUAL LtlS WINUV W5, SUt31 KAL: I " -KUM 1 Ht I IF -I U- I IH UIM-W UN IN I Ht TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE 6: Window Design Pressure (+l-, pief) for Glass Type 7 33 +90/-130 +901-130 +901-130 +9I1l-130 +901_130 +90/-130 _ +901-130 191Y.130 +9qr 130 +90/-130 +90/-130 +91)/-130 +90/-130 +90/-13D +901-130 +9Dl=130 1 +901.130 r80/-130 +9N-118.1 35 +90/-130 +901-130 +901.130 +90l-130 +90'-130 +W-128.3 +90/-130 a9D/-125.4 +eOJ-130 +BO/-131 +90l-122.6 +90/-120.1 +9N-130 +90/-t 18.1 +901-130 +901-118.1 37 +90l-130 +901-130 +90l-130 +90'-130 39 +•_BO/-130 a90/-130 +80/-1294 +901-1275 +90l-125.4 +90/-121.5 +90/-118.1 +90/-1t4.9 +90,-112.5+90l-1104;+90/-1 ' +90/-108.91 +9p,'•106.3 41 +901-130 +90l-128.3 +9W-121.2 _+W-110.9 +Wm!13.6 +90/-t18.4 +90/-1114 +BO/_113.6 +9X,107,5 +90/-102.8 +90/410.5 ap0/-/04.2 +W098.7 +90/-107.2 ♦90/-100.6 +90/-103.9 +901-t01.3 +901-97 +90/-93.8 +DO/-99.4 i +90/A2 1 +90/-90.9 1 +901-90.5 43 +90/.129.3 +901-121.5 +90/-115.8 _ 45 +901=122.0 +90/-115.8 +90/-111.8 +901-1De7 +90/-1073 +90/-95 +90/-92.3 +90/-90.1 I +/87.9 +80l-85.8 +60/-85.4 47 +9N-118 +9N-112.7 +901-1DB.1 +90/-1D8.1 +90/-103S +90/-98.8 +80i-94.4 +90/-g1.6 a/-BB.1 +1-58.7 +801.1 +801.82.1 +801-81.3 49 51 +901-114.2 +W-110 9 +90/-109.8 _ +90f-1 C6 3 +BO/-104.8 ......_ 901-101.8 rgp/-102.7 +ed-100 r901-95.3 .90/-91.8 «/-88.7 +1-86.2 a/-86 +80+-83,5 +80%-61 +I-78.7 a1-77,8 80/ 83.2 +80/-80 5 +177 9 /-75 4 N-74, 5 +90/-99.5 -90/ 96 9 +90/ 94.1 +90/-92.7 +/49.3 53 55 +90/-107.7 �90/-104.5 +90/.10241 NO.98.7 +901.96.7 +90'-90.d +1-87 +801-83.7 4 BOI :80.6 _. +I-777 r/ 74.9 +i-723 N-71 4 *BN-81.3 +/_78.1 �1-76.1 +/72.2 +/-89.8 +/-BB.1 +90/-f6.e 1.0/-9.3 +961-937 +90l-91.9 rl-883 +BOP-84.6 7 a901- 1.5 +901-96+ a90l-9e.5 +901- + 8 3 .80/-88.1 +801-82.4 +/.76.9 +/-75.6 +/-72.5 +/-89.9 +/67.9 + 8.5 �+90 +901-93.5 +/-90 .1.88. 801-8641 +6p/414 +R%83a +80'-803 +1.787 +1-73.3 +/-70.3 +/-68.2 61- 3 5.6 O/-922 +901-91 3 +/-874 +80l-88.2 +80/-61 +1-77.9 +1-74.5 +1-71 68.7 +/_71 ' +/- 4b(•�.3 BN-82.7 +eW41D.7 «/-77.3 N-74 5 * . 1 2 +1-67 +80T .2 BD/-81re +! 79. +1-78.1 +/-72.8 +f-70 89.3 t%-87.3 +aa-es 6a-81 r. n 73.7 7Ds -is . +80l-832 +/-79.1 +- .732+1- +/-71.8 ./-69 /-75.1 _t +1.71 +/-684 1) 61P-TO•TIP IMENSION HO .FOR INTESIb1! ISI*AND EQUAL LEG WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION IN THE TABWFdF% ptiWERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOV""W IP TO TH j AE:"^P ILABLE SHORT OR LONG DIMENSION. 3)ROR ARCMfECTURAL VMNDOW*, FIND THE "l jF•ST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS CQMD"A FIT WITHIN. • •••••• •••••• •••• •••• ••• • •••• • •• • • • • •••••• •••• • • + • •••• 7116" LAMINATED GLASS STACK �- �r� ;n.,,G INTERLAVER 16' ANNEALED GLASS 3/16" ANNEALED GLASS 4 11 5I6" GLASS SITE LONG SIDE EXTERIOR SHORT (1-7 20 13 SIDE vv-- GLASS TYPE 5 T Imo- LONG SIDE } SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116" NOM. GLASS STACK 1 7/16" LAMINATED iV GLASS STACK 7� 3/16" TEMPERED GLASS 3116" ANNEALED GLASS 3/16" ANNEALED GLASS 7/16" AIR SPACE I 090" SG INTERLAVER SHORT SIDE 11 5 5/8" GLASS BITE 12 y LONG SIDE EXTERIOR as7 21 13 GLASS TYPE 7 SHORT SIDE L� PROD3UCi' R6VDSW- a a ,0019 whir *4 Fila ids B1rilding Ccde A000ptmue Mo ty �'Sf Euvaho9 D:r.4e VALUES AND SIZES.TED LU z a Y W w C3 �o v � O . N oInc p Qo w M ¢ N r W ZJ a F LL Z ::iw e7j J _ .10 UUd ®� LU Z OD a cD C7 av 0:1•u o� o O V Z a O 0 u ZO ~ Q M LJ LJ -.1 Q H ® m Z a N N Z Q W nt N O d Z H w O W U X W 17c'mi � a ��\\1t 11Y1 LY 117j77'77 N. .......... �10ENSF'•. No.58705 i '•.'cCORIOP' N, SS'ONAL EN A.7LYNNIMILLER, P.E. P.E.# 58705 TABLE 7:th 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS, SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR 1-1/16" NOM. HORIZONTALLY AS SHOWN. GLASS STACK 7/16" LAMINATED 7f16" LAMINATED LONG GLASS STACK I GLASS STACK SIDE .090" SG INTERLAYER 3116"TEMPERED GLASS 3116" HEAT STRENGTHENED GLASS LONG SIDE 3116" HEAT 3/16" HEAT STRENGTHENED GLASS 3116" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16' AIR SPACE .090" SG INTERLAYER SHORT • • • SIDE �I% — • • • a 11 11 t yl SHORT I— •••••• •• SIDE 1-- • • • • $ • • • • • • • • • GLASS BITE � GLASS BITE • 1_2 • • 1.2 LONG SIDE • • �:. 000000 • �CiER104 • • EXTERIOR • • • • • • • •0 • 13 ale 21 13 SHORT �' LONG • • • • • • �Y SIDE -� SIDE • • • • • • GLP�S•T�'PE 6 GLASS TYPE 6 •••••• •••• ••.••• SHORT • • SIDE • •••• • •• •••••• •••• • • Window Design Pressure (+!-, psi for Glass Types 6 & 8 Lon Side, Ti to Tip (in) 73 77 78-314 81 65 69 93 97 101 105 109 110-1/2 113 117 121 125 129 137 145 31 +ga-130 +ga-130+gD/-1309a-130 +ga-130 +9p/-130 +ga"-130 +9a-130 +g0/-130 +90/-130 +9a-130 +9a-130 +9a-130 +9a-130 +9a-130 +9a-130 +9a-130 +gD/-130 +90r-730 33 +9a-130 +ga-130 +g0/.130 +90/-130 +90l-130 +gpl-130 +90/-13D +9a-130 +ga-130 +90/-130 +9a-130 +9a-130 +9a-130 +9a-130 +gpr_1309a-1309a-130 +9a-130 +ga•130 35 +ga-730 +ga-130 +90/-130 +9a-130 +90l-130 +9pf-130 +gp/-130 +9a_73p+90l-130 +90/-130 +9a-130 +9a-130 +9a•130 +9a-13D +ga_130 +ga-130 +gpf-130 +ga-1108p/-110 37 F871 *9a-130 +9a-130 +9a-130+ga-130 +90l-13090/-130 +gpr_730 +g0l-130 *901-130 +ga-130-130+9-1+ga-130 +9a-130 +901-130 +81y-110+Ba-110 39 t9a-130 +9a•130 +9a-130 +9a-1309a-130 +90/-130 +gp!-13D90/-130 +9a-130 +9D1-130 +9a-130 +ga-130 +9a-130 +9a-130 +g01-130 +80r-110 +BO1-110 +Ba-110 +80l-110 41 +ga.130 +9a-130 +90l-130+90/-130 +90/-130 +9a-130 +90/-130 +gp1-130 +9a-130 +9a-130 +g0/-130 +8a-110 +8a-110 +80/-510 +80/-170 +g01-110 +8p1-110 43 +9a-130 +ga-130 +90/-130 +9a-130+9a-130 +g0l-130 +90/-130 +9a-130 +g0l-130 +90J-130 +9a-130 +9a-130 +8a-110 +Ba-11D +8a-110 +80/-110 +80/-110 +80(-110 +80/-110 45 +9a-130 +9a-130 +90/-130 +901-130 +90/-130 +90l-130 +90/-130 +9a-130 +90l-130 +90/-130 +8a-110 +8a-110 +8a-110 +Ba-11D +8a-110 +Ba-110 +80/-110 +80/-110 n 47 +ga-130 +9a-130 +9a-130 +9a-130 +901-130 +ga-130 +90/-130 +9a-130 +9a-130 +ga-130 +•Ba-110 +8a-110 +Sa-110 +80/-110 +8a-110 +8a-110 +8a-110 +8a-110 ~ 49 0 +ga-130 +9a-130 +ga-130 +ga-730 +901-130 +9a-130 +901-130 +9a-130 +9a-13D +Ba-110 +8a-110 +ea-110 +8a-110 +8a-110 +Ba-1tD +g(V-110 +Bp/-110 n 51 +9a-130 +9a-130 +9a-130 +got -130 +9a•130 +9a-130 +901•130 89.M-128. +8a-110 +8a-110 +8a-110 +8a-110 +8a-110 +gp/_110 +8a-110 +8a-110 �- 53 +ga-130 +ga-130 +gp/-130 +gp/-130 +9a-130 +90(-130 +88.81-128.1 +80/-110 +8a-110 +Ba•110 +80/-110 +Ba-110 +8a-110 +8a-110 +6a-110 0 55 +9a-130 rsa-13D +9a-130 +9a-130 +9a-130 +98,61-128.1 +Ba-110 +80r-110 +Ba-tiD +Sa-110 +8p/-1m +Ba-110 +90//=110 +Ba-110 — 57 +90l-13D +9a-130 +ga-130 +ga-130 +89.4/-129 r8a-110 +g0/-110 +801-110 +8a-110 +8a-110 +Ba-110 +8a•110 59 +9a-130 +9a-130 +901-130 +89, 51-129.1 +80/-110 +Sa-110 +8a-110 +801.110 +8a-110 +8a-110 +Ba-110 `n 81 +ga-130 *9a-130 89.8/-129. +80/-110 +801-110 +Sa-110 *8a-110 +801-110 r8a-110 +Sa-110 63 +90l-130 r9a-130 +801-110 +80/-110 +80f-110 +Ba-110 +80/-11p +80/-110 +80/-110 ss +9a•13o +sa-13o +ea-110 +801-110 +80r-110 +ea-110 +ea-110 +sar-110 67 +90/.130 +Ba-110 +8a•110 +8D/-110 +801-110 +8a-110 +8a-110 - sa7rs +901-130 +ea-110 +ea-110 +Ba-no +e0r-110 +ea-110 +Ba-710 73 +Ba-110 +Ba-110 +80l-110 +8a•110 +801-110 +8a-110 77 +80/-110 +Ba-110 +801-110 +Ba-110 7e-3/4 +sa-110 +ea-710 + a-110 PRODUCT REVISED m w noyi," with the Flmido Bwldieg Cods AWqXmm No JR - 03/16/18 - UPDATED .. VALUES AND SIZES. a W 0 0_ W o �Wo a O N > C) O Q o U' 04 Z w O V w I" U) +1 - rc JO LL g 'm W Z +" un��n Cl Cl Z u' (,p ^ x J � = LLI R i1 c�1,d ®2. W o '-N M0 LU Z 00 5E 4 , C0 0 Z � � O � O g J Q W Q F o In ® LU raay # m U) Cn H O U) LU Z < O Z IIx L U=f Z W U X W Lt_ O D :aua5 oN� * .1 No. 58705 * J ��•. SAT OF - (vim- ASS C7 OVAL 11 A. LYNN MILLER, P.E. P.E.# 58705 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE NOTE 2, THIS SHEET J DISTANCE INSTALLATION TYPE A = , WINDOW EXTERIOR BUCK HEIGHT TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT - 2-i'41i • • • • TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET -_—�� EMBEDMENT EDGE DISTANCE 1/4" MAX 1 SHIM USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-7/8" O.C. MAX. INSTALLATION INSTALLATION TYPE C TYPE B +----� EMBEDMENT 1X WO02, BUCKSTRIP, I� 114" MAX SEE NOTE 2, THIS SHEET I SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, I 6 SEE TABLE 8, THIS SHEET 1 EMBEDMENT EDGE DISTANCE • EXTERIOR !;� ' ' CPER ANCHOR 4 1?q PNCRETECM VISIBLE LIGHT WIDTH = REQUIREMENT WINDOW BUCK WIDTH - 2-34' WINDOW BUCK WIDTH CONCRETE/CMU TIP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT INSTALLATION HORIZONTAL SECTION A -A METHOD D T... G. 1/4" MAX. SHIM &-J EXTERIOR • • a STEEL SELF -DRILLING • • SMS (G5), SEE TABLE • 8, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE • SEPERATE NOA), ALUMINUM, STEEL FRAMING 000 • OR STEEL STUD. SEE SUBSTRATE 21 PROPERTIES, TABLE B,THIS SHEET --J F 1 • • • • • ` MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • • 5 r1/4" MAX SHIM "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. • • • _ • • 4 • _ j ALL HEAD TYPES APPLICABLE .••• • Anchor Substrate Mln. Edge Distance Min. Embedment Max 0C. S acin #12 or #14 410 SS Screw SouBrem Pine SG0.5 9/16" 1-3/8" 17, Aluminum 6063-T5 min. 3/8" 0.C63" • 17' A36 Steel 3/8" 0.063" ` 17 Steel Stud. Gr. 33 min. 3/8" 0.045" 18 Gal 12, IM 2 or #14 Steel Screw (G5) Scuthem Pine SG=0.55 9/16" 1.318" 17' Aluminum 6063-T5 min. NIT. 0.06T • 17' A36 Steel 3/8" 0.0 . • 17, Sleet Stud Gr. 33 min. 3/8" 0.045" 18 Gal 17' 1/4" 410 SS CreteFlex Ungrouled CMU, ASTM 6-90 2-1I7' 1-1/4" 12" Concrete (min. 3.36 ksi) 1" 1-T4" 1T 1/4" Steel Ultracon Concrete fmin. 2.85 ksi 1" 1-314" 17' Concrete min. 2.85 ksi 2-1/2" 1-318" 17, Ungrovied CMU.ASTM C-90 2-112" 1-1/4" 12" 5M6" Steel Uiracon Concrete min. 3.5 ksi 1-1/4" 1-3/4'_ 17' &2E CMU ASTM C-90 2-1/2" 1-3/4" 12" • r• • ••' `\\,� \ \� \`.:,�� 1X WOOD BUCKSTRIP, INSTALLATION NOTES: • • • • • • • • • • \ R' P�- SEE NOTE 2, THIS SHEET 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND • • i • ' EDGE DISTANCE LIMITS. • :' : • . CONCRETE PER • • • • •FiABEDMENT • j •, •• • • < ANCHOR 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL 1 • "'• i REQUIREMENT THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UN17CAN 1 • • • BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS • a "2X"ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF II EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY INSTALLATION I� —� TYP. ANCHOR TYPE, EMBEDMENT AUTHORITY HAVING JURISDICTION. TYPE B DISTANCE AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET 3, FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A VERTICAL SECTION B-B SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fr Mn. F„ Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCun® 155 ksi 177 ksi 410 SS Elco CreteFlexxql) 127.4 ksi 189.7 kv 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Saud 1 -33" 45 ksi W 0 m_ R O w cc q V` 0 N o w ''O I O Df O N W m fn�• 0 g m Z ti Z 11- t0 n S �S2 C) U_ d 0, W O_ �N F- Z 00 oZ� p o g 0 az O to N Z 0 i!s z a 0 Z to Z - Q„ o LL 0 W w L) W x Z g .0\00 LYNN * No. 58705 * = Q MST 1 .0 �i��SS.FC ORIOP. •��\�� /ONAL E A. LYNN MILLER, P.E. P.E.# 58705 TYP. ANCHOR TYPE, INSTALLATION INSTALLATION EDGE EMBEDMENT AND EDGE 2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE, TYPE G TYPE F OR FRAMING, SEE SEE TABLE 9, THIS SHEET EMBEDMENT NOTE 2, THIS SHEET _ — ---- 1X WOODBUCKSTRIP, •, — --- - _ �-- EMBEDMENT SEE NOTE 2, THIS SHEET 1 /4" MAX INSTALLATION TYP. ANCHOR TYPE, EMBEDMENT AND TYPE E — -_�_'• _-- — EMBEDMENT SHIM - — —_ ' EDGE DISTANCE PER SUBSTRATE, EDGE SEE TABLE 9, THIS SHEET DISTANCE I'Ri)L111C'IREVISED EDGE cwnplyiag wish tbs Fhlrida n <f. Lpetits DISTANCE r I X1 it - J II 1p USED FOR ALL I" SIDES OF I 11 8 ARCHITECTURAL I EXTERIOR EXTERIOR SHAPES@ 11-7/6" e - o q 11 29 O.C. MAX. CONRETE/CMU t I VISIBLE LIGHT WIDTH C= I 5 ~— WINDOW BUCK WIDTH - 2-3A PERANCHOR REQUIREMENT !' WINDOW BUCK WIDTH WINDOW HORIZONTAL SECTION C-C BUCK INSTALLATION HEIGHT TYPE H TGRI G O ' 114" MAX. SHIM VISIBLE LIGHT HE GMT j — 9 WINDOW BUCK HEIGHT- EXTERIOR ♦ !-a4• I STEEL SELF -DRILLING • • I a SMS (G5), SEE TABLE • • • • • • ♦ 9• THIS SHEET • • • • { MIAMI-DADE APPROVED MULLION (SEE • • • • • SEPERATE NOA), ALUMINUM, STEEL FRAMING • • • • • • • • • • OR STEEL STUD. SEE SUBSTRATE • • • PROPERTIES, TABLE 9,THIS SHEET • 21 CONCRETEICMU PER ANCHOR REQUIREMENT Anchor Substrate Min. Edge Di M. Ertirodment Max O.C. in #12 or 014 410 SS Screw Southern Pine SG=0.55 9116" 1-3/6" 12" AWmlrlum 6063-T5 min. 3r8" 0.063" " 17' A36 Steel 318" 0.0 . 12" Steel Stud Gr. 33 mn. 318" 0.045' 16 Ga 17' #12 or #14 Steel Screw (G5) Southern Pine SG=0.55 9/15' 1-18" 17' Alumi um 6063,T5 min. 318" 0.0 ' " 1T A36 Steel 3/8" 0.t ' • 1T Steel Stud, Gr. 33 min. 3/8" 0.045" 18 Gal 17' 1/4" 410 SS CreteFlex U rouled CMU ASTM C-90 2-112" 1.1/4" 12" Concrete mn. 3.35 ksi 1" 1-3/4" 17, 114•' Steel Ultracon Concrete rrin. 2.65 II ill1-3/4" 12" Concrete mm! 2.85 ksi 2-112" 1.3/6" 12" -90 2-1/2" 1-114" 12" 5/16" Steel Ultracon Concrete min. 3.5 ksl 5 1-1/4" 1-14" 12" Ground CM "3 C-90 2-112" 1-3/4" 12" • • • ' • yy 6 " MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • • • • • • T • "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. see* • 5 ALL HEAD TYPES APPLICABLE. • • • • MAX SHIM • • • • • • • • SlA" INSTALLATION NOTES: \� \� �\ 1X WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET, FOLLOW EMBEDMENT AND • • • • • • • • • __•, • SEE NOTE 2, THIS SHEET EDGE DISTANCE LIMITS. • • • • •• • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL • • ' • •• CONCRETE PER THICKNESS IS LESS THAN 1-112". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN • • • • • EMBEDMEN •.• • • • • ANCHOR BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS • '• w•• REQUIREMENT "2X"ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY ,, • _ " AUTHORITY HAVING JURISDICTION. INSTALLATION TYPE F f EDGE � TYP. ANCHOR TYPE, EMBEDMENT 3 FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL RE OFA SIZE DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. SUBSTRATE, SEE TABLE 9, THIS SHEET VERTICAL SECTION D-D 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Material Min. Fr Min. F. Steel Screw 92 ksi 120 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon® 155 ksi 177 ksi 410 SS Ek:o CreteReO 127.4 ksi 189.7 ksi 6063-T5 Aluminum 16 ksi 22 ksi A36 Steel 36 ksi 58 ksi Gr. 33 Steel Stud 1 33 ksi 45 In NO CHANGES THIS SHEET. LU ? � y N Y j ❑ noh cr ❑ O >oL U O O O w r1 U) J O a H Z LL t00 c� Z J c�J r2 W LIJ F Z a is W uv 0M5 ._. ^o Z �i H O o ~ Z O LL O Q n ® Z Q a U F O ? Z Q ❑ (� W a;uog O O >Z } J w U W x n 3 � Ow a / 1NY LYNN ��'��O• UIGENS(• �� j * :r No. 58705 * = ;A0 tST TEIF �. F ",,'ONAL ENo" 1111111111 A, LYNN MILLER, P.E. P. E.# 55705 r I TYP. ANCHOR TYPE, EMBEDMENT AND EDGE —�I EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET _ INSTALLATION TYPE TYPE I 2X WOOD BUCKSTRIP OR FRAMING_SEE NOTE 2, THIS SHEET DISTANCE 1 /4" MAX SHIM 12 USED FOR ALL SIDES OF 8 ARCHITECTURAL EXTERIOR SHAPES 0 11-7/8" 29 O.C. MAX. WINDOW INSTALLATION BUCK TYPE YPE L EDGE DISTANCE EMBEDMENT 1 l L11 EXTERIOR 1/4" SHIM LIGHT VISIBLE7STEEL HEIGHT = jp WINDOW SELF -DRILLING BUCK 5), SEE TABLE HEIGHT- • 04 10, THIS SHEET 2-31a" • I • • • • • •• • • • • • • • • MIAMI-DADE APPROVED MULLION (SEE • • • • SEPERATE NOA), ALUMINUM, STEEL FRAMING • • • • • • • • • • OR STEEL STUD, SEE SUBSTRATE • • PROPERTIES, TABLE IO.THIS SHEET • • • •••••• • • B 2X WOOD BUCKSTRIP • • • • • • • OR FRAMING, SEE • • NOTE 2, THIS SHEET 5 • 0*00 • • �1/4" MAX SHIM • •• • • • IA;TALLATIOr: _ ^ TYPE Jp •o ==,�•—•_`- -- - EDGE DISTANCE - • - TYP.ANCHORTYPE,EMBEDMENT EMBEDMENT + AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F FIN FRAMES ARE ONLY TO BE USED INSTALLATION WITH GLASS TYPES 1.4 (PVB INSTALLATION TYPE J INTERLAYER), NOT TO BE USED WITH TYPE K GLASS TYPES 5-8, (SG INTER' 'YER). 1/4 MAX EDGE DISTANCE -� SHIM li 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP I ! il) I OR FRAMING, SEE I OR FRAMING, SEE l I ='III i pRODUcT REVISED I I NOTE 2, THIS SHEET NOTE 2, THIS SHEET 14 'SaiPl}irg udWe am Fi;Drien IA n Cede ( TYP. ANCHOR TYPE, EMBEDMENT AND AceeP No i EDGE DISTANCE PER SUBSTRATE, ExpruNen pye_ SEE TABLE 10, THIS SHEET , I Miuni ada t'rudnK EMBEDMENT NO CHANGES THIS SHEET. II EXTERIOR r VISIBLE LIGHT WIDTH = fff� WINDOW BUCK WIDTH - 2-3/4" �1 WINDOW BUCK WIDTH HORIZONTAL SECTION E-E Anchor Substrate Min. Edge Distance Max O.C. S acin 2-1/2' x .113" Box Nail Southern Pine SG=0.55 5116" 5" 2-112" x .131" Common Nail Southern Pine SG=0.55 3/8" 5" 2-1/2" x .145" Roofing Nail Southern Pine SG=0.55 3/8" 5" #10 x 1" Steel Screw (G5)" Southern Pine SG=0.55 1/2" 5" 0.093' Aluminum 6063-T5 mn. 5/16, 5" 1116" A36 Steel 5/16" 5" 0.045•' 1 B Ga Steel Stud Gr. 33 1 5116" 1 '5" MIN. Ur J INKIAUJC VIVO I MtIYIC I XLDUt 11-1 C. INSTALLATION NOTES 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, 2. FOR ATTACHMENT TO METALTHE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 3. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Mlrtenal Min...Fy_... Min. F" Steel Screw 92 ksl 12D ksi 6063.75 Aluminum 16 ksl 22 ksl A36 S%91 36 ksl 58 kst Gr. 33 Steel Stud 33 ksi 45 ksi W i `L Ow 'v O N M z a w N Q J O W 2m Lu W Z �0 h Z (0 (3Ud c ®� W o Mo,n LU Z -e E < c� 0 (9 .�na W ... o> a p Z m o g o OD Q H p ® IS (nIS z yy x 0 O aa Z O Z Q K w O LU Z Z 04 L alas a . \`,'``II I I I t"," ONY LY NN ;. VICENSF No.58705 v trAl pF •!jj A. LYNN MILLER, P.E. RE.p 58705 EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M EXTERIOR a WINDOW BUCK HEIGHT TYP. ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED EMBEDMENT AND EDGE WITH GLASS TYPES 1-4 (PVB DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER), NOT TO BE USED WITH SEE TABLE 11. THIS SHEET GLASS TYPES 5-8, (SG INTERLAYER). EMBEDMENT EMBEDMENT [+ ".. MAX SHIM INSTALLATION TYPE N 1X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE 1 I I I NOTE 2, THIS SHEET �1/4" MAX I �)I '1 TYP. ANCHORTYPE. EMBEDMENTAND T] 3 SHIM I \' EDGE DISTANCE PER SUBSTRATE USED FOR ALL SIDES OF ARCHITECTURAL SHAPES @ 11-718" O.C. MAX. EXTERIOR a II SEE TABLE 11, THIS SHEET J `l EDGE DISTANCE EMBEDMENT -- Wl EDGE DISTANCE INSTALLATION 4 CONCRETEICMU TYPED VISIBLE LIGHT WIDTH=PERANCHOR REQUIREMENT 1 /4" WINDOW BUCK WIDTH - 2-3f4" SHIM WINDOW BUCK WIDTH EXTERIOR15 VISIBLE 9 } LIGHT I STEEL SELF -DRILLING HEIGHT- SMS (G5). SEE TABLE WINDOW 11, THIS SHEET BUCK HEIGHT- • • 2 -3/4" • • • • • • • • • • • • MIAMI-DADE APPROVED MULLION (SEE • • • • • SE:ERATE NOA), ALUMINUM, STEEL FRAMING • • • • OR STEEL STUD. SEE SUBSTRATE • • 0010 • • • • PROPERTIES, TABLE 11,THIS SHEET • 00 • • T-1 . 11 Anchor Substrate Min. Edge Distance Min. Embedment Max O.C. S in #12 or #14 410 SS Screw Southern Pine SG--0.55 9/16, 1-3/8" 6.2" Aluminu 60t33-T5 min. 3B" 0.063"' 6.2" A36 Steel 318" 0.063, * 6.2" Steel Stud r. min. 3/8" 0.046' 18 Ga 6.2" #12 or #14 Steel Screw (G5) Southern Pine (SG--0.55 9116, 1-3/8" 6.2" Aluminum, 6063-T5 min. 3/8" 0.063"' 6.2" A36 Steel 3/8" 0.063" ` 6.2" min,Steel Stud. Gr. 33 3/8" 0.045" 18 Ga ' 6.2" 1/4" 410 SS CreteFex Lkgrouted CMU ASTM C-90 2-1/2" 1.114" 11.6" Concrete (min. 3.35 ksi) 1" 1-3/4" 11.6" 114" Steel Utracon Concrete min. 2.85 ksi 1" 1-314" 11.6" Concrete min. 2.85 ksi 2-1/2" 1.3/8" 11.6" th routed CMU ASTM G90 2-1/2" 1-1W' 11.6 5116" Steel Utracon Concrete min. 3.5 ks ,-1/4" Grouted CMU ASTM G90 2-1/2" 1-3/4" 11.6" • 5 • • �1/4" MAX SHIM • • - ♦__ • • • • =tTS•fAILATION • - _, --- �� -_ MIN. OF 3 THREADS BEYOND THE 1X WOOD BUCKSTRIP, METAL SUBSTRATE. • TYPE N • • • • _ j� _ _ _ ` - �_`~--==- SEE NOTE 2, THIS SHEET "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. • - - _ ALL HEAD TYPES APPLICABLE. • • • • • • •• • INSTALLATION NOTES. EMBEDMENR • •'• a 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12". 1X WOOD " BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS "2X'ARE CONCRETE/CMU ..,..THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS PER ANCHOR EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. REQUIREMENT DISTANCE 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Materiel Wn F./ Mn. F. Steal Scrm 92 ksi 120 ku 410 Screw 90 ksi 1,0 ksi Eko UtraCorM 155 ksi 177W 410 SS Eko C,.WFkaO 1274 ksi 189.7W 6063-15 AWN- 16 W 22 ksl A36 Steel 36 ksi 58 ksl Gr. 33 SMI Stud 33 ksi 45 ksi PRODUCT REV ISI'�0 45 ':29Pi\'LOl1 M/1)I1 rFN PlllfltiY A ems Expffnt l D B ^C_'"� Miarri ec4 NO CHANGES THIS SHEET, LU z a Y ID w �aa IY v` O C4 i LL' N �1 ul O w r J 00 �H LL _�^ Z KS 0 Z cp ^ x = W o2 J O UUo ®� c� (7 ON.O W o> o oZ� Z o O u ~ O m F � to �::•.i I� ® � O O F- Q Z QZ a1oo5 Q w O W 0 Z Z r LL LL `\11111111 //7// N� LYNA( Q,....-.. Sp .., xCE Q: -- Q`0 ATE OF C(7` '--.FCORIOP..•'GN SS/ONPkL E� `' , 7111111111t A LYNN MILLER, P.E. P.E.# 58705 Item PGTPart # Description Material 1 4253C Flanged Frame Alum. 6063-TS 2 4285 Equal -leg Frame Alum. 6063-T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16" Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 6a 4270 Installation Fastener Cover Alum. 6063-T5 6b 4224 lInstallation Fastener Cover for Curves Rigid PVC 8 4267 7116" Lami. Glass Beading for Curves Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. 6063-T5 10 70589C Gasket (at 90' comer joints) Polyethylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Duro. 65+/-1 12 61308K Foam Beading Tape 13 Dow 791, 899. 995 or GE T700 Backbedding Silicone 20 71652K Setting Block, Mono. 3/16" x 7/16' x 4" Neoprene, Duro. 85+/-1 21 71704AK Setting Black, I.G. 3116' x 1-3/32" x 4" Neoprene, Duro. 85 +/-1 29 76X114FP #6 x 1-1/4" FH SMS (Cured Beading) Stainless Steel 30 781PQX #B x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TPS See this Sheet for Materials 76 lQuanex Super Spacer nXl• 77 jQuanex Duraseal Spacer 78 ICardinal XL Edge Spacer • 10 (\ ALLOCORNERS TO •116••aLIET ANDfOR SEALANT •••• •• • t •• • • • • i ASSEMBLtY DETAILS FOR • FLANGE & EQUAL -LEG FRAMES •••••• ••• • •• • • • ! . • FRAMG4%jW1BLY •••• ••• •I••• • • • EXTERIOR EQUAL -LEG FRAME FLANGE FRAME 30 2.784" ` .094" .074" 062" 1.875" 1 438" 1.000" — .500" - 0.050-.-, OFLANGE FRAME 2.784' .094" .074" f- .062" 1.375" 1 5001, .050"'-' OEQUAL -LEG FRAME 1 I .970" I— 1 ---1 F— 346" 137" 675" Fj675" R �.f-IN-- 050" T .050" 0507� OALLATION GLASS BEADING O BEADING GLASS 6a FASTENER COVER HOT -MELT SILICONE BUTYL REIN STRUCTURAL POLYISO- 1/4" NOM. 3/16" NOM. BUTYLENE WITH STRUCTURAL DESICCANT SILICONE / DE / FOAM WITH EXT. GLASS DESICCAN EXT. EXT. GLASS !T INT.GLASS `INT. GLASS KODISPACE SUPER SPACERS 75 4SG TIPS 76 NXT TM ANGLED/CURVED FRAME ASSEMBLY - EQUAL -LEG FRAME FLANGE FRAME MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS m ALLCORNERSTO j USE GASKET I ANDIOR SEALANT 2.784" .094" 074" 0 1.375" .500" 4_' r �II�-- .05v.- 1.125" .077" &IN FRAME .970" �-�-- 1t �� - .346" I Niiami ade Prod'6et t.onrf t f ( j� .875" ��Ly .875" )1 NO CHANGES THIS SHEET. O U jj— .050., .050" O7/16" LAMI GLASS BEADING FOR CURVES I.G. GLASS O BEADING FOR CURVES x ALUMINUM POLYISOBUTYLENE DESICCANT FILL FORCEMENT SEAL 5/15" NOM. 5116" NOM. SILICONE BUTYL& ROLL -FORMED SEAL SICCANT / /� FOAM / STAINLESS STEEL GLASS / / J �% EXT. GLASS- `INT. GLASS / INT. GLASS ODURASEAL' OXL EDGE'" 77 SPACER 78 SPACER ASSEMBLY DETAILS FOR FIN FRAMES 90' CORNER FRAME ASSEMBLY ANGLEDICURVED FRAME ASSEMBLY EXTERIOR EXTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS W 0 Cl) Y `v O U d U i N v Q Lu -- n O �y Z U- = z _j a - a = Lu - U U o ®� WO HZ 10 < 'n,4 CZ g o I g o 0 ♦- p z a o ® N Z Z # � O � Z LL0 O jO } of X " »4' w W X :5� 04 LL O b a- - •as \\III 1, 11, 1"'// \,` N� LY1'Vrii� ` Qom. ••� � F •••F,��; No. 58705, l A ST TE OF ••4�4ti` '''//S/0NN_ \tiJ ` A LZ UMILLIE`4 P.E. P.E.# 58705