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WS-19-2848
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS -11-19-2848 Permit Type: Windows/Shutters IWar Classi cation: Window Door Replacement Permit Status: Approved Issue Date: 12/05/2019 Expiration: 05/26/2020 Location Address Parcel Number 9007 NE 4TH AVENUE RD 9007, Miami Shores, FL 33138 1132060460040 Contacts MICHEAL OW NS Owner BNT SERVICES INC Contractor 9007 NE 4 AVE RD, MIAMI SHORES, FL 33138 THOMAS ZESCHKE Business: 9542330126 alex@bntserve.com Description: REPLACE 5 WINDOWS AND 3 DOORS ALL IMPACT Valuation: $ 13,600.00 Inspection Requests: 4949 Total Sq Feet: 0.00 11 1 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 # 6062 11/27/2019 $50.00 Check # 6302 12/05/2019 $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 foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a d zon ng. ut ermor nth he above named contractor to do the work stated. Authorized Sign er Ap licant / Co ractor / Agent Date December 11, 2019 Page 2 of 2 Miami Shores Village 9NTERED Building Department NOV 2 7 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 IM Tel: (30S) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201- ILMil BUILDING Master Permit No. C)jS2_618 PERMIT APPLICATION Sub Permit No. UILDING F-1ELECTRIC F-1ROOFING r__j REVISION EXTENSION RENEWAL 19 [IPLUMBING ❑ MECHANICAL PUBLIC WORKS F_� CHANGE OF CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9007 NE 4 AVE RD 33138 City Miami Shores County Miami Dade Zip: Folio/Parcel#: 11-3206-046-0040 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): MICHAEL OWENS Phone#: 786-484-5989 Address: 9007 NE 4 AVE RD 33138 City: MIAMI SHORES State: FL Zip: Tenant/Lessee Name: Phone#: Email: �(�`\SQ���%tAc,\ CONTRACTOR: Company Name: BNT SERVICES Phone#: 954-233-0126 EXT 03 Address: 1313 NW 65 PLACE SUITE 1 33309 City: FT LAUDERDALE State: FL Zip: Qualifier Name: TOM ZESCKE Phone#: 954-233-0126 State Certification or Registration #: SCC131151154 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ l FnlLQO( Square/Linear Footage of Work: Type of Work: E dition E Alteration ❑ New Repair�/RReepl-a}cee P Demolition 3.cs Description of Work: Z—� —�� Q Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ �' W CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I SGI 40 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 low 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. KSignature 4'-C&A OWNER or AGENT The foregoing instrument was acknowledged before me this day of f l�� 20 1 e9 , by iCiL.� ( ��"1'"J who is personally known to me or who has produced DL— as identification and who did take an oath. Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of C ✓ 20 15 by ^'t 4S ltscj L%k- rho is pe sonally known—t-- me nownt me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: 66 41,VA� Print: t,iUn`1 Seal: tt'�:Rv P;�°r�, ALEXANDER HUYNH Seal: 40.0.... ALEXANDER HUYNH Commission # GG 354059 :, Expires Novemb r 11, 2023 e * Commission # GG 354059 dor r��N MOW 1hm 1U!1! lery9arvtoes -4FW Expires November 11, 2023 or r%P llrorAnA I hru Hwlpol Pbtery Services ********************************* *********************************************************************** APPROVED BY l Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) MW ENGINEERING, INC. Window/Door Installation Certification Job: Owens Residence 9007 NE 41h Ave Rd Miami Shores, FL 33138 Permit No.: Contractor: Inspection Date: WS -11-19-2848 BNT Services, Inc. 1/15/2020 Predijets Ordered Totat ��antiN SGD770 2 SH7700A 2 �HR7710A 3 SS3500 Panel ineering and In 902 NE 1st Street, Suite 2 Pompano Beach, FL 33060 Phone: 754-333-0877 This is to certify the installation of the windows and doors at the referenced site. Based on review of records and investigation, to the best of my knowledge, belief, and professional judgment, those portions of the project outlined above are in substantial compliance with the approved pians and meet the requirements of all applicable codes including FBC 6th Ed. (2017). MW Engineering, Inc. ; E �WEe F • ViVS • � Cre q ° STATE .•F F.... .• SS/0 N Mark E. Weber, PE 53895 Florida Registered Professional Engineer K79MW WNENGINEERING, INC. Engineering and Inspection 902 NE 1st Street, Suite 2 Pompano Beach, FL 33060 Window/Door Installation Certification Phone: 754-333-0877 Job: Owens Residence 9007 NE 4th Ave Rd Miami Shores, FL 33138 Permit No.: WS -11-19-2848 Contractor: Inspection Date: BNT Services, Inc. 1/15/2020 Pnx}iU it OMered Tetal Quantity SGD770 2 SH7700A 2 HR7710A 3 SS3500 Panel 1 This is to certify the installation of the windows and doors at the referenced site. Based on review of records and investigation, to the best of my knowledge, belief, and professional judgment, those portions of the project oedined above are in substantial compliance with the approved plans and meet the requirements of all applicable codes including FBC 6th Ed. (2017). MW Engineering, Inc.......It 1 �,.,,, No.53895 °• �q��14 7J STATE QJ 4 OR VO S 0 N Mark E. Weber, PE 53895 Florida Registered Professional Engineer w5-(1--19 2"y �v Miami Shores Village Building Department 10050 NE 2nd Ave. �F ORIOa Miami Shores, FL 33138 305-795-22041 Fax 305-756-8972 4I1'+I2J2v G(�L- NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 51h Edition (2014) _ Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for — Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted — Soil Compaction _ Precast Attachments Roofing App kation , Lt. Weight. In I. Cone. Other R$ Note: Only the marked boxes apply. ll The following individual(s) employed by this firm orb is authorized representative to perform inspection* llllllllllll 1. 2. 4. *Special inspectors utilizing authorized representatives shall insuic the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, i will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. Engineer/Architect F�F: MW ENGINEERING INC. Signed and Sealed: •SCE • Name 5F •.,� Date: 895 � � � Address X162 NE 1st Street, Suite 2 —0 3-08i%% No �_ • BUJ. • Pompano Beach, Fl. 33060 %T% SATE OF Ja�� ';O.r •• �L OF, Mark Weber, PE #53895 - Florida S�0N MarkWeber@MwEngineerina.net Miami Shores Village X� Ilil n�'� Building Department 10050 NE 2"d Ave. oRtoa Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL. INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5t" Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5'^ Edition (2014) _ Miami Dade County Administrative Code, Article It Section 8-22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high Steel Framing and Connections welded or bolted _ Soil Compaction _ Precast Attachments _ Roofing Application��%%L Weight. Ins/ul.l. Conc. Other /Z► I ylQ L." I /.�.w Note: Only the marked boxes apply. The following individual(s) employed by this firm or dis authorized representative to perform inspection* I. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination: or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. i Signed and ScadliF; �,\C'' F •. Dale: = < , •t4u.53$95• LU -10 = Lp��L�I� _ '• TE OF .s7A : SCJ - P 0', ",,,'9/0 S V ',, S/0 NAL Engineer/Architect Name MWi,;NGINMING, INC. Address 902 NE 1st Street, Suite 2 Ph: 754-333-0877 Pompano Beach, FL 33060 Mark Weber, PE #53895 - Florida ,MarkWphPr(@MIA!97noa„poM;nq.na4- 5H-. I., e Miami Shores Village Building Department 10050 NE 2nd Ave. OR oa Miami Shores, FL 33138 305-795-22041 Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: _ Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 51h Edition (2014) _ Miami Dade County Administrative Code, Article 11 Section 8-22 Special Inspector for Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted _ Soil Compaction Precast Attachments Roofing Applica Ens, LL Weight. sul. Conc. j Other 141,'kax `y `ft?jN6 —r Note: Only the marked boxes apply. OM The following individuals) employed by this firm oris authorized representative to perform inspection* 1. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCF.ES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection tog for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit; I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment t hgsA pprtions of the project outlined above meet the intent of the Florida Building Code and are in su'ttae with the approval plans. % ' Signed and ge a No• ; tx Date: = LUUJ PL 0 = ,P ,c ••.......••' e< Engineer/Architect Name MW ENGINEERING, INC. 902 NErUt Street, Suite 2 Address Pompano Beach, FL 33060 Mark Weber, PE #53895 - Florida MarkWeber(@MinrEntyrr*e4-ri rap-.npf- MW ENGINEERING, INC. Window/Door Installation Certification Job: Owens Residence 9007 NE 41h Ave Rd Miami Shores, FL 33138 Permit No Contractor: Inspection Date WS -11-19-2848 BNT Services, Inc. 1/15/2020 pmctuctt e.�p�� ,?etal �uarttlty SGD770 2 SH7700A 2 iHR7710A 3 SS35M Panel Engineering and Ins 902 NE 1 st Street, Suite 2 Pompano Beach, FL 33060 Phone: 754-333-0877 This is to certify the installation of the windows and doors at the referenced site. Based on review of records and investigation, to the best of my knowledge, belief, and professional judgment, those portions of the project outlined above are in substantial compliance with the approved pians and meet the requirements of all applicable codes including FBC 611 Ed. (2017). MW Engineering, Inca : .��. Wee-- • ,lo P� •L qT� No.53�85 • J * •Lu- SiATEO �►� P. Off•.•• FL OR��•' • C7 Mark E. Weber, PE 5 89 0 . N.... Florida Florida Registered Professional Engineer 979 MW WN ENGINEERING INC. Engineering and Inspection Window/Door Installation Certification Job: Owens Residence 9007 NE 4th Ave Rd Miami Shores, FL 33138 Permit No.: WS -11-.19-2848 Contractor: BNT Services, Inc. Inspection Date: 1/15/2020 Produ c Ordered Teal �uarMFty SGD770 2 SH7700A 2 IHR7710A 3 i - _ SS3500 Panel 902 NE 1st Street, Suite 2 Pompano Beach, FL 33060 Phone: 754-333-0877 This is to certify the installation of the windows and doors at the referenced site. Based on review of records and investigation, to the best of my knowledge, belief, and professional judgment, those portions of the project outlined above are in substantial compliance with the approved plans and meet the requirements of all applicable codes including FBC 6th Ed. (2017). I II I I IIF1I ` /II♦ MW Engineering, Inc. E V V �EIVSF. * Nc.53895 STATE ' ICNAL ' Mark E. Weber, PE 53895 Florida Registered Professional Engineer 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: I AN Qualifier/Owner Signature Date Print Name B.Sliding Glass Door 711/2" x 79 1/2" 46.7/-60 NOA 17-0420.12 •• •• • • • •• •• B1andXOwens Residence •: .: ,.9007.NE•Ath Ave Rd C.Single Hung Window •c • • • •• ••• +• 26 1/4" x 25 3/4" ' • • • • • • • " 65/-80 �• ••• • �•• •• •• NOA 18-0430.06 • • • • • • • • • A'Single Fiberglass Door 37 1/2" x 80 5/8" 75/-75 FL 15210.1 Al. Storefront Window 33" x 80 5/8" 7/-80 NOA 17-1114.02 (1) 2 x 6 x 80.625" Tube Mullion 130/-130 NOA 17-0717.02 D.Sliding Glass Door 108" x 95 1/2" 46.7/-90 NOA 17-0420.12 DD.Horiozntal Roller Window 106" x 38 1/4" 58.2/-58.2 NOA 18-0627.01 CC.Single Hung Window 26 1/4" x 25 3/4" 65/-80 NOA 18-0430.06 I Bedroom BB.Horizontal Roller Window 73 3/4" x 38 1/4" 65/-65 NOA 18-0627.01 Bedroom Bedroom I ►� M - r � �: ,�� la- Iq�2� u AA.Horizontal Roller Window 73 3/4" x 38 1/4" 65/-65 NOA 18-0627.01 ASCE 7-10 Design Wind Loads EasySeats _ For Wall Components & Cladding easysers.corn Wind Pressures [psf] For use with Allowable Stress Design Wind speed v = 175 mph Exposure'C' ASD Load Combination Coefficient: 0.6 KZt = 1.0 Kd = 1.00 Enclosed Bldg GCpi = 0.18 Mean Triburary area at least... 10sgft Triburary area at least... 15sgft Triburary area at least 20sgft Triburary area at least 25sgft Triburary area at least 30sill ft Triburary area at least 35sgft Triburary area at least 40sgft Triburary area at least 50sgft Roof Height apt• Zone 4 Interior - Zone 5 Corner + Zone 4 Interior + Zone 5 Corner + 1 - Zone 4 Interior + - Zone 5 Corner + Zone 4 Interior + - Zone 5 Corner + I - Zone 4 Interior + I - Zone 5 Corner + Zone 4 Interior + - Zone 5 Corner + I - Zone 4 Interior + - Zone 5 Corner + - Zone 4 Interior + - Zone 5 Corner + - 15 ft +47.1 -51.1 +47.1 -63.1 +45.9 49.9 +45.9 -60.6 +45.0 -49.0 +45.0 -58.8 +44.3 48.3 +44.3 -57.5 +43.8 -47.7 +43.8 -56.4 +43.3 47.3 +43.3 -55.4 +42.9 -46.9 +42.9 -54.6 +42.2.-46.2 +42.21-53.2 + -51. +47.81-64.0 +46.5,-50.6 +46.5 -61.4 +45.6 49.7 +45.61-59.7 +44.91-49.0 +44.9 -58.3 +44.41-48.4 +44.4 -57.1 +43.91-47.9 +43.91-56.2 +43.51-47.5 +43.5 -55.3 +42.8 -46.8 +42.8 -54.0 17 ft +48.4 -52.5 +48.4 -64.8 +47.11-51.2 +47.1 -62.2 +46.21-50.3 +46.2 -60.4 +45.51-49.6 +45.51-59.0 +44.91-49.0 +4491-57.9 +44.41-48.5 +44.41-56.9 +44.0!-48.1 +44.0 -56.1 +43.3 -47.4 +43.31-54.7 18 ft +49.0 -53.1 +49.01-65.6 +47.7 -51.8 +47.7 -63.0 +46.8 -50.9 +46.8 -61.1 +46.01-50.2 +46.0 -59.7 +45.51-49.6 +45.5 -58.6 +45.0 -49.1 +45,01-57.6 +44.6,-48.7 +44.6 -56.7 +43.81-48.0 +43.81-55.3 20 ft +50.11-54.3 +50.11-67.0 7153 +48.7 -64.4 +47.8'-52.0 +47.81-62.5 +47.11-51.3 +47.11-61.1 +46.51-50.7 +46.5 -59.9 +46.01-50.2 +46.01-58.9 +45.6 -49.8 +45.6 -58.0 +44.81-49.1 +44.81-56.6 22 ft +51.1 -55.4 +51.11-68.4 +49.71-54.1+49.71-65.7 +48.8'-53.1 +48.8'-63.8 +48.01-52.4 +48.01-62.3 +47.41-51.8 +47.4 -61.1 +46.91-51.2 +46.9-60.1 +46.5 -50.8 +46.5;-59.2 +45.71-50.1 +45.71-57.7 24 ft +52.0 -56.4 +52.01-69.7 +50.61-55.1+50.61-66.9 +49.71-54.1 +49.71-65.0 +48.91-53.3 +48.91-63.5 +48.3 -52.7 +48.3 -62.2 +47.8 -52.2 +47.8'1-61.2 +47.3 -51.7 +47.31-60.3 +46.61-51.0 +46.6 -58.8 25 ft +52.51-56.9 +52.51-70.3 +51.11-67.5 +50.11-54.6 +50.1'-65.5 +49.31-53.8 +49.31-64.0 +48.71-53.2 +48.71-62.8 +48.21-52.6 +48.2 -61.7 +47.71-52.2 +47.71-60.8 +47.01-51.4 +47.0 -59.3 26 ft +52.9 -57.4 +52.9 -70.8 +51.5 -68.0 +50.5 -55.0 +50.5 -66.1 +49.8 -54.2 +49.8 -64.5 +49.1 -53.6 +49.1 -63.3 +48.6;-53.1 +48.6 -62.2 1 -52.6 +48.1 -61.3 +47.4 -51.9 +47.41-59.8 28ft +53.71-58.3 +53.7 -72.0 +52.3 -69.1 +51.31-55.9 +51.3'-67.1 +50.51-55.1 +50.51-65.6 +49.91-54.5 +49.91-64.3 +49.4 -53.9 +49.4 -63.2 9 -53.4 +48.9 -62.3 +48.11-52.7 +48.11-60.7 30 ft +54.51-59.1 +54.51-73.0 +53.11-57.7 +53.11-70.1 +52.11-56.7 +52.1 -68.1 +51.31-55.9 +51.31-66.5 +50.61-55.2 +50.61-65.2 +50.1'-54.7 +50.11-64.1 r+49.61-54.2 +49.6-63.2 +48.81-53.4 +48.8-61.6 32ft +55.31-60.0 +55.3 -74.0 +53.8-58.5 +53.8 -71.1 +52.8-57.5 +52.8-69.0 +52.0-56.7 +52.0-67.4 +51.3 -56.0 +5131-661 +50.8 -55.5 +50.8 -65.0 31-55.0 +50.31-64.0 +49.5-54.2 +49.5-62.4 34ft +56.0-60.7 +56.01-75.0 +54.51-59.2 +54.5 -72.0 +53.5-58.2 +53.5 -69.9 +52.6-57.4 +52.6-68.3 +52.0,-56.7 +52.0 -67.0 +51.4,-56.2 +51.4 -65.8 .91-55.7 +50.9 -64.9 +50.1 -54.9 +50.11-63.2 35 ft +56.31-61.1 +56.31-75.4 +54.8 -59.6 +54.81-72.4 +53.81-58.6 +53.81-70.3 1 +53.0!-57.7 +53.0 -68.7 +52.31-57.1 +52.3'-67.4 +51.71-56.5 +51.71-66.2 +51.21-56.0 +51.21-65.3 +50.41-55.2 +50.4 -63.6 36ft +56.71-61.5 +56.7 -75.9 +55.2 -60.0 +55.21-72.9 +54.1 -58.9 +54.11-70.8 +53.3 -58.1 +53.3 -69.1 +52.61-57.4 +52.61-67.8 +52.0 -56.8 +52.01-66.6 +51.61-56.4 1 +51.6 -65.7 +50.71-55.5 +50.7 -64.0 38 ft +57.3'-62.2 +57.31-76.7 +55.8 -60.7 +55.81-73.7 +54.71-59.6 +54.71-71.6 +53.91-58.7 +53.9 -69.9 +53.2 -58.1 +53.2 -68.5 +52.61-57.5 +52.6 -67.4 +52.11-57.0 +52.11-66.4 +51.31-56.2 +51.31-64.7 40ft +57.9 -62.8 +57.9 -77.6 1 +56.4 -61.3 +56.4 -74.5 +55.31-60.2 +55.31-72.3 +54.51-59.4 1 +54.5 -70.7 +53.8 -58.7 +53.8'-69.3 +53.21-58.1 +53.21-68.1 +52.71-57.6 +52.71-67.1 +51.91-56.8 +51.91-65.4 42ft +58.5 -63.5 +58.51-78.4 +57.01-61.9 +57.01-75.3 +55.91-60.8 +55.91-73.1 +55.01-60.0 +55.0 -71.4 +54.3 -59.3 +54.3 -70.0 +53.81-58.7 +53.81-68.8 +53.3-58.2 +53.31-67.8 +52.41-57.4 +52.4 -66.1 44 ft 1 +59.1 -64.1 +59.1-79.1 +57.51-62.6 +57.51-76.0 +56.41-61.4 +56.41-73.8 +55.6 -60.6 +55.61-72.1 +54.9!-59.9 +54.9'-70.7 +54.31-59.3 +54.31-69.5 +53.81-58.8 +53.81-68.5 +52.9 -57.9 52.91-66.8 45 ft +59.4 -64.4 +59.4 -79.5 +57.81-62.8 +57.81-76.4 +56.7 -61.7 +56.71-74.2 +55.81-60.9 +55.81-72.4 +55.11-60.2 +55.11-71.0 +54.51-59.6 +54.51-69.8 +54.01-59.1 +54.01-68.8 +53.21-58.2 +53.21-67.1 46 ft +59.71-64.7 +59.7 -79.9 +58.1'-63.1 +58.11-76.7 +57.0 -62.0 +57.0 -74.5 +56.1 -61.2 +56.11-72.8 +55.4 -60.5 +55.41-71.4 +54.8 -59.9 +54.8 -70.2 +54.3 -59.3 +54.31-69.1 +53.4 -58.5 +53.41-67.4 48 ft +60.21-65.3 +60.2,-80.6 +58.6'-63.7 +58.6 -77.4 +57.51-62.6 +57.51-75.2 +56.6 -61.7 +56.61-73.4 +55.91-61.0 +55.9 -72.0 +55.3 -60.4 +55.31-70.8 +54.81-59.9 +54.81-69.7 +53.9 -59.0 1 +53.9 -68.0 50 ft +60.7 -65.9 +60.7 -81.3 +59.11-64.3 +59.1 -78.1 +58.0 -63.1 +58.0 -75.8 +57.1'-62.2 +57.11-74.1 +56.4 -61.5 +56.41-72.6 +55.8 -60.9 +55.87714 +55.2 -60.4 1 +55.21-70.4 +54.41-59.5 1 +54.4 -68.6 52 ft +61.21-66.4 +61.2 -82.0 +59.6!-64.8 +59.61-78.7 +58.51-63.6 +58.51-76.5 +57.6'-62.8 +57.61-74.7 +56.8 -62.0 +56.81-73.2 +56.21-61.4 +56.21-72.0 +55.71-60.9 +55.71-70.9 +54.81-60.0 +54.81-69.2 54 ft +61.7 -66.9 +61.71-82.6 +60.111-65.3 +60.1 -79.4 +58.9 -64.2 +58.9 -77.1 +58.0 -63.3 +58.03Sr3 .47.J,1-62.5 +57.1 -7,3.8 X56.7 -61.9 +56.7 -72.6 +56.1 -61.4 +56.1 -71.5 +55.2 -60.5 +55.2 -69.7 55 ft +61.91-67.2 +61.9 -82.9 +60.3-65.6 +60.31-79.7 +59.21-64.4 +59.21-77.4 +58.31-63.5 +58.3!-75.6 +57.5 e6l.8• �576�-?3.1• +56.91-62.1 +56.91-72.9 +56.4 -61.6 +56.4 -71.8 +55.5 -60.7 +55.51-70.0 56ft +62.21-67.4 +62.2,-83.3 +60.5 -65.8 +60.51-80.0 +59.41-64.6 +59.41-77.7 +58.51-63.7 +58_5 -J?.8 •47114.0• V577 -j4.4• 1+57.1 -62.4 +57.1 -73.1 +56.61-61.8 +56.6 -72.1 +55.71-60.9 +55.7 -70.2 58 ft +62.61-67.9 +62.61-83.9 +61.0 -66.3 +61.01-80.6 +59.81-65.1 +59.81-78.2 +58.91-64.2 +58.9 -76.4 +58.2 -63.5 +58.21-74.9 +57.5 -62.8 +57.5 -73.7 +57.0 -62.3 +57.0 -72.6 +56.11-61.4 +56.1 -70.8 60 ft +63.1 -68.4 +63.11-84.5 +61.4 -66.8 +61.4 -81.1 +60.2 -65.6 +60.2 -78.8 +59.3 -64.7 +5�-7Z� +58.6 -6}.9 $58.6 -J5y � +58.0 -63.3 +58.0 -74.2 +57.4 -62.7 +57.41-73.1 +56.5 -51.8 Ln • Design conforms to the Florida Building Code 6th Ed (2017). LU • Tabulated design wind loads are based on ASCE 7-10 specifications for 0 components and cladding based on design criteria as noted herein. Z • Where this document is used for permit, applicability of design criteria J noted herein (Basic Wind Speed, Exposure Category, Risk Category, etc.) `r shall be verified by the contractor & building official prior to construction. • This specification may be used in conjunction with engineering under separate certification (by this engineer or by others) using Allowable Stress Design (ASD). • Refer to the above -noted ASCE 7 standard for descriptions and definitions of all design criteria. 1200 N Federal Hwy, #200, Boca Raton, FL 33432 • Wind Speed noted above is ultimate design wind speed (3-&ecgyd gui. -;ones i & 5 Qnilerior'eand "Lbrner" Anes, respectively) are as shown to • Plus (+) & minus (-) signs signify pressures acting toward and away fro a the rigi,t, wher•thatdimensior>: i is th%*%inimum of 10% of the building's the exterior component or cladding surface, respectively. e • least hlbrRdhtal dRnension or 41%of th*mean roof height, but never less • Where "Mean (average) Roof Height" cannot be determined, Peak roof than 3'-0" or 4% of the least horizontal dimension. height shall be used, except that eave height shall be. used for roof angle • This specification is valid only for use with structures NOT located in the less than or equal to 10'. Round up to values shown . • • • upper one-half of an Isolated hill, ridge or escarpment. • Wind pressures are applicable to all building floors. • • • Thi4Pe%*fica!ion ,syalid f5, use wt buildings of any Risk Category, • Tabulated wind pressures are valid for all roof slopes; no reductiCh for includiig a "al facilities and buildloaigs or other structures that roof slope 5 10' has been considered. + ± 44rEelnt'Isub3tantiA hazald tomtwifan life in the event of failure. • Tributary Area noted in table (effective wind area) is equal to tibee • • • Design is tysed qi , riIct4elclasiif:ation as Enclosed Bldg minimum of [height x width] or (ht x ht / 3]. Round down to values shown. Copyright ©2019 Easy Seals rev 0919 'PE�HeISW ' Valid only Wit engineer's signature & ised seal Sep 252e'nRoof t Christia gle E Peak Height FL PE #67382 Q##31124 ylW it FVATI()N Doc No. AlOLS.175C MIAMI•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.miamidade.Qov/economy SCOPE: • •'. ...... This NOA is being issued under the applicable rules and regulations governing Ve i�s e of fiction • materials. The documentation submitted has been reviewed and accepted by County RER -""" Product Control Section to be used in Miami Dade County and other areas where alloyed by W Alithorityi •... Having Jurisdiction (AHJ).o ' ' .... . .. 0 ..... This NOA shall not be valid after the expiration date stated below. The Miami -Dade (lou arty Product Control . %. LM ' Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade'Uoty) reserve the right..... to have this product or material tested for quality assurance purposes. If this prQ*a8V br material fails to - perform in the accepted manner, the manufacturer will incur the expense of such testin and tip= may • • • % immediately revoke, modify, or suspend the use of such product or material withi4l4eirjurisdiction. REIZ....: reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Prc4w 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 Velocitv Hurricane Zone. - DESCRIPTION: Series "HR7710A" Aluminum Horizontal Roller Window — L.M.I. APPROVAL DOCUMENT: 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., 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 well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0627.01 Miami-DAoe COuNTY Expiration Date: August 23, 2023 (7)10 Approval Date: August 23, 2018 8 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 through 19 of 19, dated 06/30/18, prepared by Anthony Lynn Miller, P.E. B. TESTS Horiz. Roller Install (LM), sheets manufacturer, signed anct d • 0000 006.6. 0000.. . 006.0. 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .0 • • • 0 ; • 0 • 2) Uniform Static Air Pressure Test, Loading p eTTC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. •. • • • • 4) Large Missile Impact Test per FBC, TAS 20}•94.. 5) Cyclic Wind Pressure Loading per FBC, TAA 203 -*94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS'a02-94 along with marked -up drawings and installation diagram of an al* umirium hog 0 0:tal 0000 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 FSC 61h 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). E-1 by 0000.. 0000.. 0000.. 6066. 06006 666666 .. 06..66 .0000. . -Aa-aiptotw, Manuel er z, P.E. Product Cc 1 E aminer NOA N -0627.01 Expiration Date: August 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. 0000.. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Asneska, Inc. for their• • • •.. "SentryGlas® (Clear and White) Glass Interlayers" dated • 17, ®xpktag on •, 07/04/23. 0000.. 0000 0000.. F. STATEMENTS • 0000 . .. 0000. 1. Statement letter of conformance to FBC 6th Edition (2017),;cgte a July'25, 2018""• issued by manufacturer, signed and sealed by Anthony Lynn MillQr X.E. •" 2. Statement letter of no financial interest, dated July 25, 2018, issued -by manufacturer, . •„% . signed and sealed by Anthony Lynn Miller, P.E. . : 0 0 • • • 00.00: 3. Proposal No. 18-0289 issued by the Product Control Section, dgted702/20/18,'signed • by Manuel Perez, RE 0000 G. OTHERS 1. None. E-2 awz Gli, , � I -- - Manuel Pe ez P.E. Product CoutroIf x iner NOA No. 1 627.01 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS DEE4 DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FOR ANCHOR FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). QUANTITIES, O.C. 112.0 BSEE TABLES 12-14 O. I�` 9' 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEMS REGIONS. FOR INSULATED GLASS --- -- INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST BE TEMPEnED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MAMI-DADE COUNTY APPROVED IMPACT RATING VARIES PER GLASS TYPE, SEE TABLES 2-11 LARGE & SMALL MISSILE IMPACT RESISTANT MASONRY ANCHORS, MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 ami TESTING AND GLASS PER ASTME13W. CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. Description (Llaletl from Exterior to Interior) A MAX. DIMENSIONS ALLOWED SHOWN A 4) ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS 7 OVERRALL - 7 ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE . WOOD BUCKS DEPICTED AS 2X ARE 1-112' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT 69' TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY SASH / FIXEDVISIBLE / 15 OF THE ENGINEER, OR ARCHITECT OF RECORD, 75 VIHT 1/8" HS, ,090" PVB, 118" HS 3 (EOR) (AOR)- LIGHT BUCK / 8 22-112" 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE HEIGHT 16 O.C. ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. SILL ANCHORS MUST BE 34-3/8" SEALED. OVERALL SEALING & FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH 34-3/8" FIXED 3 T j DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT 12 LIGHT 4 13116" UG: 1/8" AN CAP, AIRSPACE, 118" AN, .090" PVB, 1/B" AN 6) 1/4- MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO Z 7 THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. Z 15 DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, SEE TABLES 2-11 LARGE & SMALL MISSILE IMPACT RESISTANT 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS T 19., -MAX. SEE WEEPHOLE I MAX. 75" BUCK WIDTH MAX. PER ASTM E7300. NOTES THIS SHEET BUCK) III' 76" OVERALL WIDTH �j B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE ami TESTING AND GLASS PER ASTME13W. TYP. FLANGE XO ELEVATION (OX SIM.) C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. Description (Llaletl from Exterior to Interior) OP Table M Anchor Table 6 XO f OX XOX XO)OX XOX STD HD STD STD HD STD MAX. DIMENSIONS ALLOWED SHOWN 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAOS FOR ANCHOR CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN QUANTITIES, JSED IN THE DESIGN OF THIS PRODUCT THE 1 6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES 1516 12" ` EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR 122-1C2 12" O.C. " O C. I (– MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION I RESISTANCE. O.. 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 NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS & ALUMINUM DESIGN C 56" // 56" MANUAL j FIXED 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 OUANTITY 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) 1-518" X.300- WITH PLASTIC BAFFLE. 2) 1 WEEPHOLE LOCATED AT 4" FROM EACH END. 3) 1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. 63" SASH / 1 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. OVERALL VISIBLE /' VISIBLE 1 HEIGHT LIGHT / LIGHT TABLE 1. °r Y (n > ami r,,y Glass Type Description (Llaletl from Exterior to Interior) OP Table M Anchor Table 6 XO f OX XOX XO)OX XOX STD HD STD STD HD STD 1 1 OW' PUS. 1/8"AN 2 - 7 12 15 2 1/8" HS, ,090" PVB, 118" HS 3 8 12 16 3 3"16" AN, .CW' PVB, 3/16" AN 3 J �5, 8 12 16 4 13116" UG: 1/8" AN CAP, AIRSPACE, 118" AN, .090" PVB, 1/B" AN 4 Z 7 12 Z 15 5 13116" UG' 118" TP CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN 3 Q W W 7 12 15 6 13!16" JG: 3118" AN CAP, AIRSPACE, 118" AN, .090" PVB, 11B" AN 3 0_ 9 12 FO 16 7 13116" LIG 3116" TP CAP. AIRSPACE, 118" AN, .090" PVB. V8" AN 3 - 9 12 - 18 8 3116" AN, .090" SG, 3116" AN 5 6 10 13 14 17 9 3116" HS, .090" SG, 3 IT' HS 5 6 11 13 14 18 10 13118" LIG: 1/8" AN P, AIRSPACE, 3/16" AN, .090" SG, 3116" AN 5 6 10 13 14 17 11 13118" LIG. 1/B" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 5 6 10 13 14 17 12 13/16" LIG: 1/B" AN CAP, APACE, 1/8" HS, .090" SG, 1/8" HIS 5 6 11 13 14 18 13 14 13(16'!_G. 118" TP CAP, AIRSPACE, i/B" HS..090" SG, 118" HS 13116" LIG: 311(" AN CAP, AIRSPACE. 118' HS, .090" SG, 118" HS 5 5 1, 6 11 11 13 13 14 14 18 18 15 13116' LIG. 3116" TP CAP, AIRSPACE, 118' HS, .090" SG, 1/8" HS 1 5 1 6 11 1 13 1 14 1 18 SG= KURARAY SENTRYGLAS INTERLAYER BY KURARAY AMERICA, INC . N __AN.,.NEALEDr.'E_D' . .. .. .._._.._.._.. ........_... A=AN HS = HEAT -STRENGTHENED TP = TEMPERED 62'LIMASIBLE a 20 C BUCK O.C. HEIGHT VISIBLE FIXED VISIBLE LIGHT 9' gSEE WEEPHOLE 1�11OTES, 119•' BUCK WIDTH THIS SHEET SEE SHEET 17 FOR 120" OVERALL•MDTI• 0 e • • • • INTEGRAL FIN • • • • • • • • • ANCHORAGE TYPE TYP. FLANGE XC%ELEui_LTIC*# • • • & SPACING MAX. DIMENSIONS ALLOWED SH� • • • • • • 00 000 QENEWL NDTEW• __...........1 CODES I STANDARDS USED: ELEVATIONS.....................................1 ••• • • • • ••• • • • • • • • • 000 •••• • • • • • • LU °r Y (n > ami r,,y K w 0 N Ll p O U, •,or, O U N z O� U) Q O a y 0-1 C> Z LL m m� W O h S W J_ J �5, h H Z c < h W t7 ~ U) Z ^M� p Z a V Z O W J JO O Q W W LL # 0_ H FO = O oa 5 Z O LL O Z J o U W Z Q LLI 9 _ a 1111111111// �710NY LYNN NO, 58705 Q' O;KN •. STATE OF 4-/Z- S70/vENI.`• /1II11111111 A. LYNN MILLER. P.E. P E a 58705 TGR[ F � Overall Width Design Pressure (lbs/ffZ)for XO & OX Windows Glass Type: 1 Meeting Rail: Standard 12"NOM ••• 22-118" 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 -65.0 74" +65.0 -65.0 +65.0 -65.0 1 +65.0 -65.0 +65.0 -65.0 1 +63.3 -63.3 vera 011 Width Design Pressure (lbslfe) for XO 8r, OX Windows Glass Types' 2, 3, 5, 6, 7 Meeting Rail: Standard 12"NOM ••• 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 1 +65.0 -80.0 1 +65.0 -80.0 67" +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 79.2' 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 1 -80.0 F +65.0 -72.2` NOTES. 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. ---718" .090" PVB-- AN GLASS --1/8" AN GLASS .30 24�-� Nj- 471;� 77a` BRE EXTERIOR \ \ 3 GLASS TYPE •---iB"HS GLASS .090" PVB - -, 118" HS GLASS ?J 1_ 12^NOM. GLASS BITE EXTERIOR " �J `32 GLASS TYPE 2 F'F ` 13!16" NOM GLASS STACK I � AIRSPACE _� -.090" PVB y 118" TEMPERED_--: -- 118" AN GLASS GLASS�� 12'NOM '�1 GLASS SITE 3116" AN GLASS 090" PVB- /-\ •3116" AN GLASS `23/ 12"NOM ••• GLASS BITE EXTERIOR \� �U 132) GLASS TYPE 3 EXTERIOR EXTERIOR �, �l7 t•�-, • • : i • • :-� 70-73] G17POR133B • AI Ri�1g✓• • • • ii• GLASS TYPE 5 • • • @lAS••TYYD92 (AftALED) •CLASS TYPES CAPERED) • 13/16" NOM. • • ••• GLASS STACK 0 O zo AIRSPACE- N .090" PVB 3116" AN OR x,00 • TP GLASS----•� tN Uz H 0 1--- 178" AN GLASS 31J1117 O • OR'2�- ••• •• I \ • 12" NOM. • _ U V a u� GLASS BITE EXTERIOR EXTERIOR �, �l7 t•�-, • • : i • • :-� 70-73] G17POR133B • AI Ri�1g✓• • • • ii• GLASS TYPE 5 • • • @lAS••TYYD92 (AftALED) •CLASS TYPES CAPERED) ••• • • • • ••• • 0 O zo N N'& x,00 • • tN Uz H 0 O • • ••• •• •• •• • • • • _ U V a u� ••• • • • • ••• • 0 O zo N N'& x,00 • • tN Uz H 0 O z O -� 8 _ � w • • • • • • • • _ U V a u� • F- r tE o W S2 rn 0 ••• 0 0 W ? 00 Y U � o 0 O zo N N'& x,00 tN Uz H 0 O z O -� 8 _ � w Z o L'- m m � s� d n _ U V a u� y F- r tE o W S2 rn C)Z� o V R W J W J M rn LL 0 O O � w N ®� N � 1n O x 1n LU O Q Z Z r ¢ LD U J W = Q -0„ S "%" ...,r[///7 OV LYNN '%. xN LWGENgF R%�� * : No. 58705 44; STA O SS��NAL 1ENG`•` A LYNN MILER, P.E. RE 58705 TART P A Overall Width Design Pressure (Ibs/ft) for XO & OX Windows Glass Type: 4 Meeting Rail: Standard AIRSPACE- -J/ ♦ t' �.�"SG 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" +65.0 -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 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -71.3 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -77.1 +64.9 -64.9 Overall Width '-I 1U.0 Design Pressure (Ibs/ft) for XO & OX Windows Glass Types: 8 thnl 15 Meeting Rail: Standard AIRSPACE- -J/ ♦ t' �.�"SG 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 2(Y +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 +800 -110.0 37" +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 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9` 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7' 74" +80,0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 1 90.0" -90.0- ' -11U.0 FUR GLAbJ ITrtJ Y. 14, 13, 1a( 10 'GLASS TYPES 8 - 15 MAY NOT BE USED WITH INTEGRAL FIN ♦ FRAMES NOTES: 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. 13116" NOM I GLASS STACK i - • _ -.090, PVB 1/8" AN GLASS AIRSPACE ---/ \'7/B' AN GLASS �1 CRi 1_I -\ I / 12" NOM. GLASS BITE EXTERIOR 3�OR:33 \ �0-7� `17 GLASS TYPE 4 13/16" NOM. GLASS STACK _ 3116" AN OR AIRSPACE --T- D90" SG HS GLASS 116" AN OR _ 3/16" AN OR TP GLASS --- 3/16" AN GLASS - HS GLASS 74 12"NOM j1Ay'OR� 16 12"NOM. II� GLASS BITE y ( '1, GLASS BITE EXTERIOR I EXTERIOR 4 \- GLASS TYPE 8 (ANNEALED) GLASS TYPE 10 (ANNEALED) GLASS TYPE 9 (HEAT STRENGTHENED) GLASS TYPE 11 (TEMPERED) j� NOM. GLAS GLASS S STACK _ _ , NOM. GLASS GLASS STACK AIRSPACE- -J/ ♦ t' �.�"SG II^r AIRSPACE - -7_�1 111'''��• .090"SG 1/5"AN OR TP GLASS --• -� 1!8" HS GLASS 3116"AN OR__ - TP GLASS • �1 iB" HS GLASS �31 74 3 I 44 • • / O Z 117" NOM. •• W -� �%" ♦•«,,♦OR�B� GLASS BIT! ♦ ♦ I • 12'NOM. %LASS BITE EXTERIOR • ♦ ♦ • EKT;RI_ --f- \ 77;• ••• •• • / • • •t• \a�� 350R�3� \- a3A�OR 33B cr UJ J W J H m O A-LLED GLASS TYPE 12 (A�NNE, GLASS TYPE 14 (ANNEALED) �� GLASS TYPE 13 (TEM?ERE o ♦ 6LA99�W€RED) O rn Icc4 = W o a ••• • • • • ♦•• • a o mw o U)i 0 N 'IQ7 • • • ut O Z J 00 m Z LL m ` W -� • • • • • • • n > Z o� Z cr UJ J W a o mw o U)i 0 N 'IQ7 I Q N q-, a JO ut O Z J 00 m Z LL m ` W -� O n UJ o i7 ULULJ d O� " n > Z o� Z cr UJ J W J H m O w " O rn Icc4 = W o a Z_ Z LU u J W = Q- No. 5870544, -� 0'., ATE OFpt (v: /�''� 7GNAL ENG��• /1 X11 (11111111 A LYNN MILLER, P E P E # 58705 TART F R OverallDesign Width 13/16" NOM. GLASS STACK Pressure (lbs/ft2) for XO & OX Windows - HS GLASS Glass Types: 8 taro 15 Meeting Rail: Heavy -Duty GLASS STACK 3116' AN OR 22-118" Overall Hgt. 3T' 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 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 76" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 3/16" AN OR 13/16" NOM. GLASS STACK 13116" NOM. - HS GLASS 090 SG-- GLASS STACK 3116' AN OR JL • _ HS GLASS ,30 \�I I � _:---311 6" AN GLASS I 112" NOM. m J 1A10R121B}-,� \✓ ✓ O GLASS BITE EXTERIOR �GI�NlP��01 \ 32,� J GLASS TYPE 8LA GLASS TYPE -9 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. 110.0 +80.0 109.8' ' GLASS TYPES 8 -15 110.0 +80.0 105.8 MAY NOT BE USED WITH INTEGRAL FIN "-110.0 FOR GLASS TYPES 8-13 8 15 • FRAMES 13116" NOM. GLASS STACK AIRSPACE -y ' '.090" SG i B"AN OR TP GLASS -• •116" HS GLASS 112" NOM. GLASS SITE EXTERIOR 3 �D-73 P 13CB -� GLASS TYPE 12 (ANNEALED GLASS TYPE 13 (TEMPERED) 13/16" NOM. GLASS STACK 13116" NOM. • - GLASS STACK AIRSPACE-- JL -090" SG 118" AN OR TP GLASS "• TP GLASS -� _:---311 6" AN GLASS ?31 74 m J 1A10R121B}-,� \✓ ✓ O • • 1n"NOM. • • • •• 12"NOM. GLASS BITE EXTERIOR • • GLASS BITE EXTERIOR •• • • • ^ / �--I 0. 3 53�OR 6361 • GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) 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. 110.0 +80.0 109.8' ' GLASS TYPES 8 -15 110.0 +80.0 105.8 MAY NOT BE USED WITH INTEGRAL FIN "-110.0 FOR GLASS TYPES 8-13 8 15 • FRAMES 13116" NOM. GLASS STACK AIRSPACE -y ' '.090" SG i B"AN OR TP GLASS -• •116" HS GLASS 112" NOM. GLASS SITE EXTERIOR 3 �D-73 P 13CB -� GLASS TYPE 12 (ANNEALED GLASS TYPE 13 (TEMPERED) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• 13/16" NOM. GLASS STACK AIRSPACE • - .090 SG 3116"AN OR JL w > > D C TP GLASS "• -- 1/8" HS GLASS G� o Z O Z 74 m J w O • • �OR1z/ B iJW18 Ir,J • • • •• 12"NOM. -�{ • • • GLASS BITE EXTERIOR •• • • • •• •• I • 0.731 �33A OR.3.-� ••• GLASS TYPE 14 (ANNEALED) GLASS TYPE 15 (TEMPERED) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• • • JL w > > D C N o c 0. On Om o Z O Z QJ O ay Z LL (00 m i m J w O • • •• • • • •• •• • • • • • •• ••• • • • • ••• • • JL w > > D C N o c 0. On Om o Z O Z QJ O ay Z LL (00 m i m J w O S L6 W U 00 -'t. ¢ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W 5? 00 Y O JL w > > D C N o c 0. On Om o Z O Z QJ O ay Z LL (00 m i m J w O S L6 W U 00 -'t. ¢ LZj1 S2 H rn JM7 a Z Z x -I J of W J ¢ w rn O v N_ 2 �O = w o Z a Z o n W. O J W = Q O `\11l !1111 GEN No. 58705 TE �t4/ i Ch's •F�•OR10P,.G�� S �Nv` /ONAL III A. LYNN MILLER, P E P E # 587D5 TCR/ F 7 Overall Width Sash Configuration Sash Width {' Range In g } .,2 Design Pr¢S5Uf@ (IbS/ftz) for XOX Windows Glass Types: 1, 4, 5 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 12.038 - 12.052 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +60.0 1 50.0 +60.0 -60.0 \t/--�\ 'OR -16R1 1/3-1/3 1/3 12.053 - 15.008 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 49" 1/4_1/2_1/4 12.038 - 13.302 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 1/3-1/3-1/3 13.303 - 16.675 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 53-1/8" 1/4-1/2-% 12.038 - 14.333 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 1/3-1/3-1/3 14.334 - 18.050 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 61" %_%2_Y4 12.038 - 16.302 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 1/3-1/3-1/3 16.303 - 20.675 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 %4-1/Z-1/ 12.038 - 20.052 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +51.9 -51.9 76" custom 20.053 - 22.185 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 1/3-1/3-'/3 22.186 - 25.675 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 1 50.0 +60.0 50.0 +60.0 -60.0 1/4_1/2 1/4 -- -24,082 +60.0 50.0 +60.0 50.0 +60.0 50.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 92-1/B" custom 24.083 - 26 185 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +57.8 -57.8 1/3_Ys 1/3 26.186 - 31.038 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 1/4-1/ % •' -25.302 +60.0 50.0 +60.0 50.0 +60.0 50.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 97" custom 25.303 - 27.185 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 1 50.0 +55.5 -55.5 custom 27.186 - 31.038 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60.0 1 50.0 +58.6 -5B.6 Ya -1/2-Y4 '- -28.302 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 109" custom 28.303 - 29.185 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 custom 29.186 - 31.038 IF +60.0 50.0 +60.0 1 50.0 +60.0 50.0 +60.0 -60.0 +60.0 50.0 1 +52.5 1 -52.5 120" 1/41/z -1/a 31.038 +60.0 50.0 +60.0 60.0 +60.0 50.0 +58.2 -58.2 +53.9 53.9 +48.7 -48.7 - MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 "" MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) - OVERALL WIDTH - 56.924 2 NOTES: 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, ROUNDUP TO THE NEXT AVAILABLE SIZE. GLASS TYPE 1 - -118"AN GLASS o7 - • I� 30 r- 1/8" AN GLASS \24, .. _N. _� • 12" NOM. 118" AN GLASS---- GLASS BITE EXTERIOR • • 3 'AOR;338-� O W • •• •• ••• GLASS TYPE 1 • • 'I 13/16" NOM. I� • • • GLASS STACK GLASS BRE N AIRSPACE-- _� • - _ -.090" PVB 118" AN GLASS---- • 118" AN GLASS • • 3 'AOR;338-� O W • •• •• ••• • • •• \t/--�\ 'OR -16R1 r 12" r+NOM • • %• GLASS BITE EXTERIOR % % • • ••• • _0 a7J I`3�IORi 3si-- GLASS TYPE 4 F- co I, 13/16" NOM. a«a �I GLASS STACK I U) AIRSPACE \ • _ :090 -IVB 118"TP_- 118"AN GLASS _ GLASS 1,31 of i (R • • • • • • 12" NOM. • • • • • • GLASS BRE N EXTERIOR ❑ �o • 1 • • 3 'AOR;338-� O W • •• •• ••• • • •• \ - GLASS TYPE 5 • • ••• • • • • •• to • • • • • • • • • • • • • • • % N M ❑ �o • • • • • O W Q _j n to Z • • %• W • • % % • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • v 00 Y W ? r Cn N M ❑ �o p N } In C7 N i w a O W Q _j n to Z O J p W Z o c� U U d e rc .J.. J '19 J A LU 2 C < N+ w - > F- co a«a p Z v V Z U) W JQ J J O of w ® m ri if O � 2 < g Ix Q o a o z_ Z n J LU = Q I❑ \\tt111111r1//// �1`( LYNPv O * No. 58705 Oma. SAiEOF (V i F '4 OR 10;".. S S10NAL A LYNN MILLER, P.E. P El 58705 TA RI P R Overall Width Sash CoMlguration Sash Width Range (in) Design Pressure (ibslft2) for XOX Windows Glass Types: 2, 3 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 3T' Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 44" /a_t/2_%a 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 1/3-1/3-1/3 12.053 - 15.008 +65.0 50.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 49" 1/4-1/-1/a 12.038 - 13.302 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 �/3-Y3-1/3 13.303 - 16.675 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 +65.0 50.0 +65.0 50.0 53-118" 12.038 - 14.333 +65.0 50.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 50.0 1/3 1/3-1/3 14.334 - 18.050 +65.0 -80.0 +65.0 50.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" �/4-% Y4 12.038 - 16.302 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 50.0 +65.0 50.0 +65.0 -80.0 1/3-Y3-1/3 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 50.0 1/a -1y 1/4 12.038 - 20.052 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 50.0 +65.0 50.0 +65.0 -80.0 76" custom 20.053 - 22.185 +65.0 -80.0 +65.0 50.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 22.186 - 25.675 +65.0 -80.0 +65.0 -60.0 +65.0 50.0 +65.0 -80.0 +65.0 50.0 +65.0 50.0 1/4-1/2-1/4 " -24.082 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 92-1/8" custom 24.083 - 26.185 +65.0 50.0 +65.0 -60.0 +65.0 50.0 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 %3-%3-1/3 26.186 - 31.048 +65.0 50.0 +65.0 50.0 +65.0 50.0 +65.0 50.0 +65.0 50.0 +65.0 50.0 1/4-1/-1/4 " -25.302 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 97" custom 25.303 - 27 185 +65.0 50.0 +65.0 50.0 +65.0 50.0 +65.0 50.0 +65.0 50.0 +65.0 -80.0 1/3-Y3-1/3 27.186 - 32.675 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 50.0 +65.0 50.0 +65.0 -80.0 1/4-1/2-1/4 -28,302 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 109" custom 28.303 - 30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 50.0 1/3-Y3-1/3 30.166 - 36.675 +65.0 -80.0 +65.0 50.0 +65.0 50.0 +65.0 -80.0 +65.0 50.0 +65.0 50.0 %4-%z 1/4 " -29.463 +65.0 50.0 +65.0 50.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 1135/8" custom 29.454 - 33.185 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 50.0 +65.0 50.0 +65.0 -80.0 1/3 1/3-1/3 33.186 - 38.222 +65.0 50.0 +65.0 -80.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 1/41/_7/4 '- -31.052 +65.0 50.0 1 +65.0 50.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 120" custom 31.053 - 33.185 +65.0 50.0 +65.0 50.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 custom 33.186 - 38.222 +65.0 50.0 +65.0 50.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH _58.556 2 MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 NOTES: 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. EXTERIOR 32 GLASS TYPE 2 X3116" AN GLASS .090' PVB-_ ( 30 \ `.- 3/16^ ANGLASS Z�\ 1 i to^NOM. GLASS BRE EXTERIOR C1 \ T /IIS C32J G SS TYPE -3 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• • • •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �I R LU (n w f011 � 'nay, OO O 1n >- o¢0 7 Q N N W ¢ a" O Z Z O o u z o z LL Co m J. LU LU n E; L' U LU a o 2 J �N O W Y a > W n a a' Z O Z O W W _j ¢ O W CD it O »>w> = w a W ¢ 0 d O O Z Z t` of O J W 7- < ¢ ❑ .�YNN Ile, I * No.58705 S ATE A • �'I� %CC`S '•. toRIOP. •'•�\C�� ' S;N/VAL 1EN \rill` A. LYNN MILLER, P.E. P E.# 58705 --- 1/8" HS GLASS .090"PVB-- a -1/8-HS GLASS I �n 1n oM I I GLASS BITE EXTERIOR 32 GLASS TYPE 2 X3116" AN GLASS .090' PVB-_ ( 30 \ `.- 3/16^ ANGLASS Z�\ 1 i to^NOM. GLASS BRE EXTERIOR C1 \ T /IIS C32J G SS TYPE -3 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• • • •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �I R LU (n w f011 � 'nay, OO O 1n >- o¢0 7 Q N N W ¢ a" O Z Z O o u z o z LL Co m J. LU LU n E; L' U LU a o 2 J �N O W Y a > W n a a' Z O Z O W W _j ¢ O W CD it O »>w> = w a W ¢ 0 d O O Z Z t` of O J W 7- < ¢ ❑ .�YNN Ile, I * No.58705 S ATE A • �'I� %CC`S '•. toRIOP. •'•�\C�� ' S;N/VAL 1EN \rill` A. LYNN MILLER, P.E. P E.# 58705 Overall Width Sash Configuration Sash Width In Range 9 (in) 2 Design Pressure (Ibslft) for XOX Windows Glass Types: 6, 7 Meeting Rail: Standard 21-118" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. '/4-1/2-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 J 1/3-1/3-1/ 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" y4 -y2 --y4 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 0 1/3-1/3-1/3 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 53-118" �4-Y2-% 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" 1/4-Y2 1/4 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-y3 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 %4 -y2 -y4 12.038 - 20.052 +65.0 -80.0 +65.0 -60.0 +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.D -80.0 +65.0 -80.0 1/3-1/3-%3 1 22.186 - 25.675 +65.0 -BO.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 %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 87.58 92-118" 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 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 y4_1/2_1y4 -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 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 1/4_1/2_Y4 28302 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -74.1A +65.0 -67.58 109" 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 1/3_7/3_1/3 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 %4_1/_%4 - -29.463 +65.0 -80.0 +65.0 -80.0 +650 80.0 +65.0 80.0 +65.0 -74.1A +65.0 -67.58 113-5/8" custom 29.464 - 33.185 +65.0 -80.0 +65.0 -800 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -70.6 1/3-1/3-1/3 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 Y4 -1/2-y4 y4 •- -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -74.1A +65.0 -67.513 120" E custom 31.053 - 33.185 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -75.7 +65.0 88.4 custom 33.186 - 38.222 +65.0 80.0 +65.0 1 80.0 +65.0 80.0 +65.0 80.0 I +65.0 -80.0 +65.0 -71.3 "MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 -MIN. SASH WIDTH (FIN 8 EQUAL -LEG WINDOWS) - OVERALL WIDTH- 57.556 2 NOTES: 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. 13/16" NOM GLASS STACK AIRSPACE -.y -.090"PVB 3/16 AN OR TP GLASS -• 118" AN GLASS z1�OR�19-\ 112"NOM. GLASS BRE EXTERIOR OR L33B �/ \"'7 3 GLASS TYPE 6 (ANNEALED) GLASS TYPE 7 (TEMPERED) "-80.0 FOR GLASS TYPE 7 5-75.0 FOF*WV JYquE 7• • • • • • • •• ••• • ••• ••• ••• • • •• • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• `1111111111//j/ LYNN/ �� .•' �1GENSF ''•�(�'� No. 58705 ' �?STATE OF �= �C�s �•�F<ORIDP. •' �_ � ' /OfVAL1`N�`� A. LYNN MILLER, P.E. RES56705 m L LU ? ir w< 7 (� C7 cN w 2 +o D_ p o Z o J Z LL o� J w LU I� x L) a � -i a W 00 o LU S2 x0 Z U of W JM J w J < LL O w * O x 0 o x W w a Z_ z w O LD D J W x < o asap c - `1111111111//j/ LYNN/ �� .•' �1GENSF ''•�(�'� No. 58705 ' �?STATE OF �= �C�s �•�F<ORIDP. •' �_ � ' /OfVAL1`N�`� A. LYNN MILLER, P.E. RES56705 O%erall Width SashSash Configuration Width Range (in) Design Pressure (Ibs/ft2) for XOX Windows Glass Types: 8, 10, 11 Meeting Rail: Standard 21.1/8" O%erall Hgt. 29" O%erall Hgt. 37" Overall Hgt. 49" Oeerall Hgt. 55" Overall Hgt. 63" O%erall Hgt. AIRSPACE- Glass GLASS BETE 12.038 - 12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 LL < O 1/3-1/3 �/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" 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 1/3-1/ 1/3 13.303 - 16.575 +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/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 -110.0 1/3-i� �/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" /a -1/z -%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 1/3-1/ 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/_% 12.038 -20.052 +BD.O -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 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 1/3-1/-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 1/2 -Ya " -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 92-118" custom 24.083 - 26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +BO.0 -110.0 +80.0 -105.2 1/3-1/3-1/3 1 26.186 - 31.048 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 1/a -1/z-1/ -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 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 102.7 1/3-1/3-�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 -98.9 1/4_y2_y4 - -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 109" 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 -97.3 1/3-1/3-1/3 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 -92.9 1/a-1/2-1/4 -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5/8" custom 29.464 - 33.185 +80.0 -110.0 +800 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 1/3_1/3-1/3 33.186 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 1/4_1/2_%4 -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 120" custom 31.053 - 33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 custom 133,186-38.222 +80.0 -110-0 1 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 1 -110.0 +80.0 -90.8 MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL MOTH -58.556 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIDTH._ 57.556 2 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. EXTERIOR ,�:3 GLASS TYPE 8 -_-3116" AN GLASS .090" SG -- 0 to �-� -3116"AN GLASS AIRSPACE- Glass GLASS BETE 090* SG 118' AN OR___ �I�rI 2 NOM. Ir GLASS BrTE EXTERIOR ,�:3 GLASS TYPE 8 'GLASS TYPES 8-15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• •• • • • • • • • •• • 0 0.0 • •• •• • • %• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W z W > Y n:_b 13116" NOM. 0 to >- a; x GLASS STACK AIRSPACE- Glass GLASS BETE 090* SG 118' AN OR___ = Ul 8 J UU0 O� J S r.- TP GLASS j 33A:OR(338,- 3116" AN GLASS ( 31 ti I �--r^; 74 ;• 'GLASS TYPES 8-15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• •• • • • • • • • •• • 0 0.0 • •• •• • • %• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W z W > Y n:_b Lu _ O a $ 0 to >- a; x O U' Ne} i w M and _ Glass GLASS BETE EXTERIOR - = Ul 8 J UU0 O� J S r.- Z 2 Q Q O j 33A:OR(338,- 70-7 J GLASS TYPE 10 (ANNEALED) GLASS TYPE 11 (TEMPERED) 'GLASS TYPES 8-15 MAY NOT BE USED WITH INTEGRAL FIN • FRAMES •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• •• • • • • • • • •• • 0 0.0 • •• •• • • %• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W z W > Y n:_b Lu _ O a $ 0 to >- a; x O U' Ne} i w M and _ rr O Z ZO O -' $ N Z LL cp i° - n r, = Ul 8 J UU0 O� J S r.- Z 2 Q Q O c.� 9.557 >w a z Z W rn LU J JM O LL < O � � • N IV w �' i O = W 0_ Q 0 O 0 O Z Z r O J W = +"g saua ��• LICENSE'• No. 58705 -_ ��'-, WAJ��\ i Cis •'•�,<ORIOP.-�' ��� /ONALI��G\ A LYNN WI -LER . P P. E.k 58705 Overall Width Sash Configuration Sas Width Width Range (in) Design Pressure (Ibs/ft2) for XOX Windows Glass Types. 9, 13, 14, 15 Meeting Rail: Standard 21-1/8" Overall Hgt. 29" Overall Hgt. 37" Overall Hgt. 1 49" Ov ral1 Hgt. 55" Overall Hgt. 63" Overall Hgt. 44' 1/4_� ±/a 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 • �-\\ • r v �• • • •3JiVOF33� • • • 1/3-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 • �4-1/-1/4 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 49" 1/3'%3-1/3 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" Of O_ 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 -110.0 1/3-1/3-1/3 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" /a -Y2-1/4 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 1/3-1/3-1/3 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 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 y4 -y2 -y4 -24.082 +80.0 -110.0 +80.0 -110.0 +800 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7• 92-118" 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 +g0.0 -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 'r/a-1/i �/ -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 3'1/3'1/3 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 -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 128.303 - 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 1/3 1/3-Y3 30.186 - 36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 �/a-1/z-1/, '" -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' 113-5/8" custom 29.464 - 33.185 +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/ 33.186 - 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/a_1/r1/a "' -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7" 120" custom 31.053 -33.185 +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 - 38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 +80.0 -110.0 +80.0 -110.0 "MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH _58.556 2 MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 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. j -- 3116" HS GLASS .D90" SG --- --3116" HS GLASS LZ ` -1L 12' NOM. GLASS BITE EXTERIOR c1 ncc Ivor n 13/16' NOM. �I- GLASS STACK AIRSPACE- 09(r SG 1/8" AN OR •� TP GLASS - ���118' HS GLASS 12" NOW GLASS BITE EXTERIOR A,OR 70-73 ��� �3�BJJ' GLASS TYPE 12 (ANNEALED) GLASS TYPE 13 (TEMPERED) ••• ,..I� 13/16" NOM. • I GLASS STACK AIRSPACE - • - -090" SG 3/16` AN OR w ~118" _ TP GLASS - HS GLASS X31}_� x I /-T .\ 4 ••• =-It,or- • 12"NOM. '-110.0 FOR GLASS TYPES 9, 12,13 8 15 • • GLASS BITE w EXTERIOR 0 000 x r O�j • • • �• • •�. •HT1 Z GLASS TYPES 8 - 15 • �-\\ • r v �• • • •3JiVOF33� • • • • 44Q70 -7a3 • • --- • • MAY NOT BE USED • • �- i • • -- • • • • • • • • WITH INTEGRAL FIN GLASS TYPE 14 (ANNEALED) •• • FRAMES GLASS TYPE 15 (TEMPERED) •• ••• • ••• ••• ••• • • • ••• • • % V • • • • • % % • • ••• • • • ••• • • • • ••• • • ray w 0 x r O�j (R Z Oc) �' m� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W m Y ti p M ray w 0 x r O�j (R Z Oc) �' m� W o z Ln J � n n UUo oa Lu 2 J z V JJ J W M ¢ LL O o_ Lu 0 as 5 _ Co W < Of O_ Q O O Z Z O J W = a o 1111111111/// 0N# LYIVA( Q�•' OCENSF' WC)� ATE �:_ i Cis '�/ORIO? "G\�k�� A. LYNN MILLER, P E. P E # 58705 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: r- 7r•rr----� i CLUSTER OF 2 ANCHORS ANCHORS -1'4 /+NINCHORS AT THE CENTERED AT THE 2 THE THE SASH MEETING RAIL THE FIXED LITE JAMB 1 23" MAX. O.C. —� 1 \�9" MAX. 1 ----•J �- ---- .II 91' MAX X a�22-1/2" � MAX. O.C. MEETING RAIL �' RE PEAT ANCHOR PATTERN AT SILL 12" MAX. 0 --�� 2 -ANCHOR CLUSTER DETAIL • • • • ••• Glass Types: 1 thru 7 • Anchor Quantities for XO & OX Windows • Anchor • • Quantities for XO & OX Windows • • US Meeting Rail: Standard Ovveral WidthHead 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Meeting Rail: Heavy -Duty Overall Width Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. & Sill E Head & Sill E Head & Sill E Head & Sill E Head & Sill E 20" 1+C2+1 2 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2+1 3 25" 1+C2+1 2 1+C2+1 2 1+C2+1 31 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 d61" 6T' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1' 3 74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1' 3 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: r- 7r•rr----� i CLUSTER OF 2 ANCHORS ANCHORS -1'4 /+NINCHORS AT THE CENTERED AT THE 2 THE THE SASH MEETING RAIL THE FIXED LITE JAMB 1 23" MAX. O.C. —� 1 \�9" MAX. 1 ----•J �- ---- .II 91' MAX X a�22-1/2" � MAX. O.C. MEETING RAIL �' RE PEAT ANCHOR PATTERN AT SILL 12" MAX. 0 --�� 2 -ANCHOR CLUSTER DETAIL • • • • ••• Glass Types: 8 thru 15 • Anchor Quantities for XO & OX Windows • Anchor • • Quantities for XO & OX Windows • • US Meeting Rail: Standard Overall Width 22-1/8" Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Meeting Rail: Heavy -Duty Overall Width Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. Head & Sill E m Head & Sill E Head & Sill o m Head & Sill E Head & Sill E m 2(Y" 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+C3+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+03+1 3 1+C3+1 3 67" 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 74" 2+C2+2 12 2+C2+2 2 2+C2+2 13 2+C3+2 131 2+C3+2 14 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: r- 7r•rr----� i CLUSTER OF 2 ANCHORS ANCHORS -1'4 /+NINCHORS AT THE CENTERED AT THE 2 THE THE SASH MEETING RAIL THE FIXED LITE JAMB 1 23" MAX. O.C. —� 1 \�9" MAX. 1 ----•J �- ---- .II 91' MAX X a�22-1/2" � MAX. O.C. MEETING RAIL �' RE PEAT ANCHOR PATTERN AT SILL 12" MAX. 0 --�� 2 -ANCHOR CLUSTER DETAIL 4" MAX. O.C. —� i 4- 6" MAX. 0 C. I � 3 -ANCHOR CLUSTER DETAIL 'H'IOR • • c • • • • 19441,4 : : :•c •• NOTES 1) OVtF0kLL4t1"O TIP) DIMLRJS:OWEHOWN f!r•EQ*kl -•EG WI WS, S TRACT 1" FROM THE'RP-TO-TIP MENSIQJ IN THE TABLE TO E! II THE�VIN10q&1Z;. • • • 2) FOR SIZES NOT SHOVW*VUNDP; TO THE VT AVWE SIZE. ••• • • • • ••• • • Glass Types: 8 thru 15 • Anchor • • Quantities for XO & OX Windows • • US • • • Meeting Rail: Heavy -Duty Overall Width Overall Hgt. 37" Overall Hgt. 49" Overall Hgt. 55" Overall Hgt. 63" Overall Hgt. 76" Overall Hgt. ~o LU v ~ ••• • • • ••• • • 122-1/8" Head & Sill E Head & Sill E Head & Sill Head 8 Sill rn LL O o Head &Sill Head &Sill ca 20" 1+C2+1 2 1+C2+1 21 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 67" 1+C2+1 2 2+C2+2 2 2+C2+2 31 2+C3+2 3 2+C3+2 3 2+C4+2 4 76" 2+C2+2 2 2+C2+2 2 2+C3+2 131 2+C3+2 3 2+C3+2 4 2+C4+2 5 4" MAX. O.C. —� i 4- 6" MAX. 0 C. I � 3 -ANCHOR CLUSTER DETAIL 'H'IOR • • c • • • • 19441,4 : : :•c •• NOTES 1) OVtF0kLL4t1"O TIP) DIMLRJS:OWEHOWN f!r•EQ*kl -•EG WI WS, S TRACT 1" FROM THE'RP-TO-TIP MENSIQJ IN THE TABLE TO E! II THE�VIN10q&1Z;. • • • 2) FOR SIZES NOT SHOVW*VUNDP; TO THE VT AVWE SIZE. ••• • • • • ••• • • • • • • • • • • US • • • • • • • • • • 7 W s� UU$ ®� J Fu r ~o LU v ~ ••• • • • ••• • • `1111111111/1// * : No. 56705 i <s "-• 4ORI0I" \C� A. LVNN MILLER, P.E. P.E a 53705 W O �o o US p_j0 a'h ZU- w o 7 W s� UU$ ®� J Fu r ~o LU v ~ ;na "> z a a Z v JM O W H rn LL O o � � N O ¢ `:Ys M j Q C Q O O Z O � � x U j U Z = ¢, a `1111111111/1// * : No. 56705 i <s "-• 4ORI0I" \C� A. LVNN MILLER, P.E. P.E a 53705 TABLE 15' Overall Width Sash Configuration Sash Width Range (m) Anchor Quantities for XOX Windows Glass Types: Meeting Rail: 1, 4, 5 Standard 21-1/8" Overall Ht. 29Overall H 37' Overall Hg t. 49Overall 9 " " Hgt. 55" Overall Hgt. 63" Overall Hgt. M n n n a n Head & Sill EE Head & Sill E Head & SIII E Head & Sill m Head & SIII Head & Sill E 3 ANCHORS AT 1/4-1/z -/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 31 1+C2+1+C2+1 3 1+C2+1+C2+1 3 22-1R"MAX. O.C.i �= •• ••• i j-' 12.053 -15.D08 1+C2+1+C2+1 2 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 49" Y4-1/2-y4Y4-1/2-y412.038-13.302 . -sem -. C•,' 1+C2+1+C2+1 2 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 k 3-1/3-1/3 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 - 1/4-1/2 1/4 12.038 - 14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 12 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" %3-1/3-13 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" �i/z-1/a 12.038 - 16.302 1+C2+1+C2+1 21 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 21 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/z 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 31 1+C2+1+C2+1 3 1/3-1/3-%3 22.186 -25.675 t+C2+1+C2+1 2 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 y4-yz-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 92-118" custom 24.OB3 - 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 31 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 1/4 -%z -y4 -25.302 1+C2+3+C2+1 121 1+C2+3+C2+1 2 1+C2+3+C2+1 2 i+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 9T' custom 25.303-27.185 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+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 y4_1/2_y4 -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 13 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1091, custom 28.303-29 185 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+C2+3+C2+1 3 custom 129.186- 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+02+1 3 1+C2+3+C2+1 3 120" 1 1/a -1/z �/i - 31 038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 21 1+C2+3+C2+1 131 1+C2+3+C2+1 3 1+C2+3+C2+1 3 "MIN SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 57.924 2 - MIN SASH WIDTH (EQUAL -LEG WINDOWS)= OVERALL WIDTH- 56.924 2 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. GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX 1AnNDOW3' 1 T' MAX. O.C. - -r- -�•{ /f 2 -ANCHOR CLUSTER DETAIL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ti LU ? v 02 a CLUSTER OF 2 ANCHORS1ANCHORAT \�CLUSTER OF 2 ANCHORS �CENTEREDATTHE =3ANCHORS O THE SASH CENTEREDATTHE MEETING RAIL 3 ANCHORS AT MEETING�10ANOOHOR 6 N Z w x THE FIXED LRE I 22-1R"MAX. O.C.i �= •• ••• i j-' • �• •9"MAX v J 1�•'{+ t2•MAR;OC. • .SA4H Q - `- . -sem -. C•,' - - 9• • • v Z N J1 k X J O D1 m H O) u_ L- - •/ t - -MrRjt •• • • • •• • • REPE•lT RCFRR PAT}ER}AT SIV ••• • • • • • •. •. ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ti LU ? v 02 a Y /n 3: O ;y } ul >> >��t7 O r 6 N Z w x O j �� 0J O aw ZLL O m i Z W Z O O U W d o¢ v J f� r� Z Q ¢ Q oa =ua LU9 0 ? a F_ z v Z N U X J O D1 m H O) u_ t - u O ZQ In:,w1; _ J o Z o n U g x U � Q = Q ;ae sour .10(31AY,LYNrV '�..' _iCENgF No. 59705 -30O 5,1O 1 lVAL E: ` A LYNN MILLER, P.E. P E.0 56705 TABLE 16 Overall Width Sash Configuration Sash Width Range (in) Anchor Quantities 21-1/8" Overall Hgt. 29" Overall Hgt. 1 a a Head & Sill E Head & Sill E for XOX Windows 37" Overall Hgt. 49" Overall Hgt. a Head & Sill Head & Sill Glass Types: Meeting Rail: 55" Overall Hgt. a a E Head & Sill 2, 3, 6, 7 Standard 1 63" Overall Hgt. Head &Sill lay 1/e-1/2-1/4 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 1/3 x/31/3 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" 1/4_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 U) 1/3!/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+C2+1+C2+1 3 1+C2+1+C2+1 3 53-11T' 1/4_1/2_7/4 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 t %-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" 1/4-1/2-y4 12.038-16.302 1+C2+1+C2+1 21 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-%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 1/4-1/2-Y4 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 1/3?/31/3 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 1/41/2-1/4 - -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+C3+3+C3+1 3 92-1/6" 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+C3+2+C3+1 3 1/3-1/3-1/3 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 %4_1/2 ?/4 - -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 31+C2+2+C2+1 3 1+C3+2+C3+1 3 1/3-1/3-1/3 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 7/4_1/2_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+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 21 1+C2+3+C2+1 3 1+C2+3+C2+1 31 1+C3+3+C3+1 3 1/3-1/3 1/3 30.166 - 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 3 1+C3+2+C3+1 3 1/a -1/z -1/a -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 3 113-5/8" custom 29.464-33.185 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 1 3 1/3-1/3-1/3 33.186-38.222 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 1/4_1/2-1/4 - -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 31.053-33.185 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 custom 33 188 - 38 222 11 1+C2+2+C2+1 2 1+C2+2+C2+1 21 1+C2+2+C2+1 121 1+C2+2+C2+1 1311+C2+3+C2+1 3 1*C3+3*C3+1 "MIN. SASH WIDTH (FLANGE WINDOWS)= OVERALL WIDTH -58.556 2 '- MIN SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WID2TH -57.556 NOTES: 11 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. 12" MAX. O.C. I� ► i /ixi 2 -ANCHOR CLUSTER DETAIL 6" MAX O.C. ►�, �__ I 7 % t I - � 3 -ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS' LCE4NTJVD I, CLUSTER OF 2 \ 3 ANCHORSI �• ANCHORS IN THE II ANCHOR AT aE •3 ANCHORS AT•CEjJTER,ITTHEJAMB, •THL•FIXtD LtrE �WEEjI G RAIL 22-1/2" MAX. O C. •I= • /• • • • • �• •• �• • • • ••� • F1 ANCHOR AT,�' 9" MAX. • • - • 1t' Mft "(PC. • THE SASH - - \ • • • • • • • • • • • . / -- -- I L _ P�L7 ' •� • ••• X •�_ s• ETIr1li RAILREPEAL A NCHT:A-RN AT SILL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LYN,y�'/// �• No. 58705 - ��•. STA EOF(V�: •. F<ORION. •'• N S ' �G //S/ONAL E 1 !1111111111 A. LYNN MILLER, P.E. P.E,# 58705 Y LU ? Pf >iq lay 0 N co ar0 0 ; (D N O O S LL Z LL w o = LLl o C7 r 1- Z'T < H > z a U) 5#0O Z U v Z J LLU Ln LL O F O N t p[ I- Z O ? O v U J Z = Q ap r LYN,y�'/// �• No. 58705 - ��•. STA EOF(V�: •. F<ORION. •'• N S ' �G //S/ONAL E 1 !1111111111 A. LYNN MILLER, P.E. P.E,# 58705 TABLE 17: Oaerall Width Sash Configuration Sash width Range (in) Anchor Quantities 21-1/8" Overall Hgt. 29" O%erall Hgt. a a Head & Sill E Head & Sill E for XOX Windows 37" O%erall Hgt. 1 49" Owrall Hgt. Head & Sill E Head & Sill Glass Types' Meeting Rail. 55" OMwall Hgt. a a E Head & Sill E 8, 10, 11 Standard 63" O%erall Hgt. Head & Sill E 44" 0 zo 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 1/3_1/3_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" 1/4-1/2-Y412.038 - 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 J O 1/3_1/3 �/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 53-1I8" 1/a -1/z -1/a 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 a 1/3-1/3_7/3 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" 61" 1/4 Ya 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/s -1/z -1/a 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 31 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 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+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 2 1+C2+1+C2+1 3 1+C3+1+C3+1 31 1+C3+1+C3+1 3 - -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 92-118" 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 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+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 31 1+C3+3+C3+1 3 1+C3+2+C3+1 3 1/3-%3-%3 27.186 - 32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+132+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 Ye -1/2-1/4 -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-%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 1+C3+2+C3+1 3 1/4 %2-1/a " -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+C3+1 3 113518" custom 29.464-33.185 1+C2+3+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 1/3-7/3-1/3 33.186-38.222 2+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 "31.052 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 120" custom 31.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 121 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3 custom 33.186 -38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 12 1 2+C2+3+C2+2 2 2+C3+3+C3+2 3 1 2+C3+3+C3 '-MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 - MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH. 57.556 2 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, 12' MAX. O.C.' 2 -ANCHOR CLUSTER DETAIL 6" MAX- O.C. 3 -ANCHOR CLUSTER DETAIL GUIDE TO USING ANCHOR QUANTITY TABLES FOR XOX WINDOWS: +1 3 1+C3+3+C3+1 3 h+C2-3+82-113 +2 3 2+C3+3+C3+2� 'I \ j \ CLUSTER 2 I CLUSTER 2 3ANCHORS `• 1 ANCHOR AT ANCHORSS L- ANCHORSS IN THE CENTERED ATTHE CENTERED AT THE THE SASH MEZIR+G"L• 3l�JCHOjj$AT %EETIII IL JAMB • • THS Fl*_11 MITE 22-112" MAX. O.C.I i • + * / ✓ • 1 ANCHOR AT 9" MAX. 1,\�I +-F • •-� .�• 1i" M�XIO.C. • THE SASH J 9' MAX. i X O jIX- -- • •- • • - • *00 J,-'�•f-' • •� • • •- MEETIN• RAIL QEPEA( ANCHOR PATTERN AT SILL • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i Y W °r > o 0 zo 0 Y O Q fes•. ON iw O 0Z ay W O Zu- C 2 La p W U J ^ W 2 ¢ > o F- rn 'oN 9N0 ^ o Z o m J O W m LL O Cl) }F z Z .-.,s FO _ j C1 0 a Z O ^ U U � J Z = Ql. ;aua �p1YrLYN/v ., * No.58705 -10 E F/ i �`s '•FC 0RI0P... GN ' 7S10NAL 10a \`\ A. LYNN MILLER, P P E.# 587D5 TABLE 18. C%erSash l Width Widt Sash Configuration Width Range (in) Anchor Quantities for XOX Windows Glass Types: Meeting Rail: 9, 12. 13, 14, 15 Standard 21-1/8' O\erall Hgt. 29" Overall Hgt. 37' O\erall Hgt 49" Olerall Hgt. 55" O%erall Hgt. 63" Overall Hgt. a a n a n a Head & Sill Head &Sill Head &Sill Head 8 Sill Head 8 Sill Head &Sill M - > 1/4_1/2-1/4 12.038 - 12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+'+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Z _T _i___ �/3 1/1 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 as" t/4 -1/i 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 1/3-1/3-1/3 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" 1/4_1/2-Y4 12.038-14.333 1+C2+1+C2+1 21 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+02+1 3 Z) 1/3-1/3-1/3 14.334 - 18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 12 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 I+C2+1+C2+1 3 sr' 1/4_1/z 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 Z 1/r1/j %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 1/4_1/2 %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 1B5 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 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 1/4 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+03+2+C3+1 3 1/, 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 %4-1/?/4 " -25302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+02+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 97" custom 25.303-27.165 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+3+C3+1 3 1/7 1/3'1/3 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 1/2 Y4 '" -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+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 /3-1/3-Y3 30.188.36.675 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 Y4_%21/4 "" -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" custom 29.464 -33.185 1+C2+3+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+C4+3+C4+1 3 %y1/7 1/3 33.186 - 38.222 2+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+C4+3+C4+2 4 Y4_1/i 1/4 -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 t+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 120' custom 31.053-33.185 t+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 131 1+C3+4+C3+1 3 1+C4+4+C4+13 custom 33.186 -38.222 2+C2+2+C2+2 2 2+C2+3+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 '• MIN. SASH WIDTH (FLANGE WINDOWS) = OVERALL WIDTH - 58.556 2 "MIN. SASH WIDTH (EQUAL -LEG WINDOWS) = OVERALL WIDTH - 57.556 2 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. GUIDE TO USING ANCHOR QUANTITY 12" MAX. O.C. I It _J 2 -ANCHOR CLUSTER DETAIL 6" MAX. O.C. -►- //__7_ J 3 -ANCHOR CLUSTER DETAIL 4" MAX. O.C. -►i -�-- i.. -u i, 4 -ANCHOR CLUSTER DETAIL CLUSTER OF 2 i3 ANCHORS TABLES FOR XOX ANCHORS lI ANCHORS IN THE WINDOWS: 1 H'E SASH CENiIf�AT D RAII* •3 Ai6i PR L�ERR�IT THE I JAMB - N�ETING RAIL E NG RAIL I TN•FID rTE _. 22-12" MAX O.C.'-I-II I' _• • • ,• •• • • 1 ANCHOR AT� 9' MAX. -- F+-4,40 go* �_• 4 •12" MAX 400C. • 9 THE SASH - ••X•. .___ O • ••_ l._• • _ X. •. i•U •g^•MAX • • • •- MEETRIG RAIL✓ • REPE/K •NCHBRPATTERN AT SILL • • ••• • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • W Y w 0 Q O N O w 2-n Z r� 0_j O a vii Z LL Z LU O n UUo P_ o� LLI ZE i s _jn Q c.v O LU - r > ¢ a H (!l :1MJ O Z U v Z W O W m Os LL O ZQ r:i4s O D _ Z) a 0 o Z O = r` UJ O U D= J Z = Q Q2- `\ LYN/y�/ VIGENSF •. �( _ 1F No. 58705 %3l�tl 0O�'. SATE OF rlV� Cis •'-:2-,4 ORIOA•..'G\�`� 111 'ONAL EN • • A LYNN MILLER, P E P.E.p 58705 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 CONCRETEICMU. 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON 1/4' MAX. SHIM —►{ +— EDGE DISTANCE EMBEDMENT I SEE TABLE • NOTE B, FOR 812 Steel, 188 or 410 HEAD TYPE 1f4"SMAX. EDGE b 00.0w EMBEDMENT DISTANCE • A36 Stdel• • • ------- TYP. ANCHOR TYPE, , • 60.063"• EMBEDMENT AND EDGE St 1 , Gr. mi DISTANCE PER SUBSTRATE, I SEE TABLE 19. •e II ;v✓✓• 12'LENGTH, CENTERED i \ 1 f'It.,F-Ifl 20 ABOVE SASH Ungmuted CMU, (ASTM 1190) TYP. ANCHOR TYPE, EMUEDMENT ANO EDGE DISTANCE PER SUBSTRATE, SEE TABLE 19 8 NOTE B FOR HEAD TYPE. VISIBLE LIGHT OVERALL HEIGHT HEIGHT 4 11'1 52 50 -1 6"LENGTH,CENTERED AT MEETING RAIL. ANCHORED WITH (4) SCREWS, (PS 60). SASH VISIBLE LIGHT WIDTH EXTEEMR V OVERALL WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) HORIZONTAL SECTION C -C (SHOWN WITH MONO. GLAZING) — ONLY REQUIRED IF NOTES: OVERALL HEIGHT IS Min. OVER 63". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON Distance TABLE 19. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE • OFTHEWINDOW 14" MAX. • , EMBEDMENT SHIMtj EXTERIOR • . r EDGE TYP. ANCHOR TYPE, DISTANCE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, INSTALLATION OPTION 2 SEE TABLE 19. ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CNIU. VERTICAL SECTION B -B 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 19. ALL WOOD BUCKS LESS THAN 1-12' THICKARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" 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 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET 114' MAX. SHIM EMBEDMENT 4 17 EDGE .-,- - ISTANC E , FIXED VISIBLE LIGHT WIDTH I EXT2IE'"1RIIOR 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 I9 8 NOTE B FOR HEAD TYPE. ••• • Min Edge Min. Anchor Substrate Distance Embedment SoultMn•Pin• (C*=0.i6) 0 946" 01-3/8"• • 812 Steel, 188 or 410 —Alukinum, 6063-:5m 3/8 00.0w SS Screw • A36 Stdel• • • •3f8+ • 60.063"• St 1 , Gr. mi 03180 O.(0115' (18 Ge) • • Concrete (min. 3.35 ksi) 1' 1-314" 114" 410 SS C e[eFlax Ungmuted CMU, (ASTM 1190) 2-1/2' 1-1/4" • Southern Pine (SG=0.55) 1" 1-378" 114" Steel c1cre* . 2.85 ksi) • • 4"0 • "WB • Urtracon I tilWdded C U, (ASTM C- 2 ! -1l4" •SLOthem I•me (Se=0.555 • 1' 11318" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 114" MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL TYP. ANCHOR TYPE, EMBEDMENT AND 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) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS • Approved m caftoyFxg rfh It. Flw+da-�dwg Cg Date OAN g diad Dade Pred•ce Cea1: W �e Wi ro Y > _ (n w M � 'nay p ao o O O m rJ y O J l7o Z O LL $ dF W Z LL = w r - U U -J_) raa3op o ¢ �D F Z v a F Jr ,�n^ W Ofl/J O Z v o Z U O W W W J u1 ZZ¢ Lo ® IV J LL 1aaJ5 O O LL ~ a O :D Z J n U Q Z = 111111111//// 3W LYlvIv Pa�• 1,IGENSF •••(�� ' * No.58705� uS'�ONAL 1EtJ �. A. LYNN MILLER, P.E. P E 8 58705 INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP, SEE NOTE 2, THIS SHEET. EDGE DISTANCE EMBEDMENT 36 -- • • INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. REQUIRED IF BUCK 1/4"MAX. SHIM ' 1 -!- —� EMBEDMENT EDGE IS OVER 62". EMBEDMENT 8 TYP. ANCHOR TYPE, DISTANCE _ - TYP. ANCHOR TYPE, TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. r1/4" MAX. SHIM - 71. EMBEDMENT AND EDGE a DISTANCE PER SUBSTRATE, SEE TABLE 20. 3 12" LENGTH, CENTERED 20 ABOVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. VISIBLE LIGHT BUCK HEIGHT 6 HEIGHT 52 50 6" LENGTH, CENTERED AT MEETING RAIL, ANCHORED WITH (4) (SCREWS, (Pp 50). ONLY SASH VISIBLE LIGHT WIDTH EXTERIOR lul i BUCK WIDTH HORIZONTAL SECTION A -A (SHOWN WITH I.G. GLAZING) INSTALLATION OPTION 3 36 ANCHORED THROUGH FRAME AND IX BUCKSTRIP • • INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. REQUIRED IF BUCK NOTES: 1/4" MAX. SHIM OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. JHEIGHT IS OVER 62". EMBEDMENT 8 TYP. ANCHOR TYPE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X _ EMBEDMENT AND EDGE TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. J <7 C DISTANCE PER SUBSTRATE, -- — -- EDGE OR ARCHITECT OF RECORD ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE • DISTANCE FIXED VISIBLE LIGHT WIDTH EXTERIOR in, MINIM MIAMI-DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING HORIZONTAL SECTION C -C OR STEEL STUD MAY BE VERTICAL OR (SHOWN WITH MONO. GLAZING) HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLE 20. 1lYi,•'; TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. —+I I-�-- 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL I TYP. ANCHOR TYPE, I EMBEDMENT,. NO EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. • • • 36 • • • I REQUIRED IF BUCK NOTES: OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. JHEIGHT IS OVER 62". 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TYP. ANCHOR TYPE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X DISTANCE EMBEDMENT AND EDGE TABLE 20. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. J <7 C DISTANCE PER SUBSTRATE, -- — -- _ OR ARCHITECT OF RECORD ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE • • _ •• OFTHEWINDOW. 1/4" MAX. •• DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B -B • SHIMEMBEDMENT • , s • 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TA13LE 20. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE 1lYi,•'; TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. —+I I-�-- 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL I TYP. ANCHOR TYPE, I EMBEDMENT,. NO EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. • • • • • • • CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE EXTERIOR • OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. O EDGE �nw TYP. ANCHOR TYPE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X DISTANCE EMBEDMENT AND EDGE AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN J <7 C DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INSTALLATIONOPTION2 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 • 1lYi,•'; TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20 & NOTE B FOR HEAD TYPE. —+I I-�-- 1/4" MAX. SHIM INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL I TYP. ANCHOR TYPE, I EMBEDMENT,. NO EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. • • • • • • • • • • • • O �nw O 0 N H M_ O J <7 C • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN HEAD AND SILL. PANIHEX/FLAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE JAMBS. C}'V NGROUTED CMU" AALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. •• 111111111///// •' LICENSE •. `�F * ; No. 58705 ObA . A G `, A. LYNN MILLER, P.E. RE.N 58705 LU N O �nw O 0 N H M_ O J <7 C z Z Z O J O d y Z W O x 11j RLW2 00 LLJ p a Z Z W J W J LL J O O m � � ® N O a W T O Z a=vs x O H LL O O Z J n U Z = 111111111///// •' LICENSE •. `�F * ; No. 58705 ObA . A G `, A. LYNN MILLER, P.E. RE.N 58705 BUCK HEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. TYP. ANCHOR TYPE EMBEDMENT AND EDGE DISTANCE PER yff SUBSTRATE, SEE TABLE 21. 1 EMBEDMENT—+ EDGE DISTANCE TEDGE DISTANCE 1 - EDGE DISTANCE EDGE DISTANCE 11` 1 1/4" MAX SHIM I II1��.J 111 11, v I ) i 1 EMBEDMENT it �LENGL1/4" MAX. SHIM 12" CENTERED TH,BIDVE SASH TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE SEE TABLE 21 VISIBLE LIGHT HEIGHT 52 I INSTALLATION OPTION 5 ANCHORED THROUGH FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SASH VISIBLE LIGHT WIDTH EDGE DISTANCE —� 114" MAX SHIM —►' TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 21. FIXED VISIBLE LIGHT WIDTH EDGE DISTANCE 6� 16 EXTERIOR V 14 15 U Min. Edge i NOTES BUCK WIDTH --�-{ 114" MAX. SHIM r HORIZONTAL SECTION C -C HORIZONTAL. SEE SUBSTRATE I i EMBEDMENT I I 1 (SHOWN WITH I.G. GLAZING) Cu (S =0. ) i INSTALLATION OPTION 6 6� 16 EXTERIOR V 14 15 U Min. Edge MIAMI-DADE APPROVED MULLION, FBC NOTES BUCK WIDTH --�-{ 114" MAX. SHIM r HORIZONTAL SECTION C -C HORIZONTAL. SEE SUBSTRATE HORIZONTAL SECTION A -A (SHOWN WITH MONO. GLAZING) PROPERTIES, TABLE 21. SEE TABLE 21. [—SHIM 1t (SHOWN WITH I.G. GLAZING) Cu (S =0. ) i INSTALLATION OPTION 6 1 2-1/2" x .145" Roofing Not • 6cuMenwin•(Swo.96r • ----- 1 EMBEDMENT AND EDGE DISTANCE 2-1/2" x .145" Roofingflyl • Is" LIMITS. ANY INSTALLATION OPTION 2.7/16" ANCHOREDTHROUGH J/\ EDGE DISTANCE SHOWN MAY BE USED ON ANY SIDE OF EXTERIOR #10 Steel Trusshead Screw or INTEGRAL FIN INTO META 5l16' THE WINDOW. 0.09" #12 Steel, 18-8 or 410 SS Screw :::_---EDGED ISTANCE 2) VISIBLE LIGHT WIDTH OR HEIGHT EXTERIOR Substrate Min. Edge MIAMI-DADE APPROVED MULLION, FBC NOTES COMPLIANT ALUMINUMISTEEL FRAMINGTYP. 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. 36 Substrate Min. Edge Max. NOTES • • Distance 114' MAX Embedment (I •5116" [—SHIM 1) USE ONLY SUBSTRATE -APPROPRIATE 2-112"x 131" CommoiNail Cu (S =0. ) 3/5" 5" ANCHORS LISTED ON TABLE 21 FOLLOW 2-1/2" x .145" Roofing Not • 6cuMenwin•(Swo.96r • ----- 1 EMBEDMENT AND EDGE DISTANCE 2-1/2" x .145" Roofingflyl • Is" LIMITS. ANY INSTALLATION OPTION 2.7/16" --- Southern Pine (SG=0.55) EDGE DISTANCE SHOWN MAY BE USED ON ANY SIDE OF EXTERIOR #10 Steel Trusshead Screw or .__ 5l16' THE WINDOW. 0.09" #12 Steel, 18-8 or 410 SS Screw :::_---EDGED ISTANCE 2) VISIBLE LIGHT WIDTH OR HEIGHT 0.050" • • • _ 5" (18 Ga) tee , Gr. 33 1 (ALSO REFERRED TO AS DAYLIGHT D 0.045" EMBEDMENT 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. 2-10 OF FIN CORNER. VERTICAL SECTION B -B Z Anchor Substrate Min. Edge Max. Min. • • Distance O.C. Embedment 2-112" x .113" Bax N&V • •5116" 5" 2-7/16' 2-112"x 131" CommoiNail Cu (S =0. ) 3/5" 5" 2-7/16" 2-1/2" x .145" Roofing Not • 6cuMenwin•(Swo.96r • • 318" 5" 2-7116" 2-1/2" x .145" Roofingflyl • Is" 5" 2.7/16" •• Southern Pine (SG=0.55) 1!2" 5" 1-318" #10 Steel Trusshead Screw or 0.125" Aluminum, 6063-T5 min. 5l16' • 0.09" #12 Steel, 18-8 or 410 SS Screw 0.050" A36 Steel 5118" �—�5- 0.050" • • • _ 5" (18 Ga) tee , Gr. 33 1 0.045" „N��rv..,r„r,n�,.�•r�.��,r�tMrlH�a,n��.,�t. . • • • •• • • • •• •• ••• • • • • ••• • • o 0 8 1n > op X (� N Q O M 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,111111117/// 11 sF Mz * No.58705 0 S:T ETEF •Ft ORIOP.•'' N %FSS. O .. G 1 1jNAL 11N A. LYNN MILLER, P.E. P.E.# 58705 O SC Ui Ui z N O y o 0 8 1n > op X (� N Q O M 6 _ to Z O J oo a m LL Z O Z (D m s = LLI o D - n r r UUo o� J Uj 00 W J F C:, rca � > x+ a Z o rn Z Z u. � J m O M W ~ ® rn N Z :ns O 0 o: Z J H r V J Z = Q ->srr� s>•.>5 ,111111117/// 11 sF Mz * No.58705 0 S:T ETEF •Ft ORIOP.•'' N %FSS. O .. G 1 1jNAL 11N A. LYNN MILLER, P.E. P.E.# 58705 �---- 2.724" 2.5 60' � _ �I i v til .062„ Cl) HEAD, FLANGE FRAME 2.724" --�-� ro Y �l 1 7 N O l= ,i I J� SILL, FLANGE FRAME 2.105" -� M1 2.273' 062" � `H> SASH PULL RAIL 3.651" I 3 184" 2.724" /_ HEAD, INTEGRAL ,_/ FIN FRAME 2.724" -moi 4.276" 9 SILL, INTEGRAL FIN FRAME .170" 2.149" ► 1.300" +- c 4 �2" Jl 1.300"v 1.136" �, SASH LOCK RAIL 13SASH TOP & BOTTOM RAIL 2.724' 2.060" r-�-- .062" T IIILLL 3 HEAD, EQUAL LEG FRAME --- 2.724' r{ IL 1 3.151" SILL, EQUAL LEG FRAME 2.211" I 1.803' 170" -- ,14) HD MEETING RAIL 1.488" +•i FF 2.7186" .062" -� 1 1 JAMB, FLANGE ',) FRAME 1.246" _ S7 rt� J 3.908" .062" 1 SISILL ADAPTER 2.2111 I� 1.138" 1201 2.112" r � 2 786" .062".. \JAMB INTEGRAL `J FIN FRAME h --�{ .808" n INSTALLATION CHOLE COVER =22wsu'liIII11=1 .7101, .062" ie SILL TRACK .360" rT- 1.032" 045" 5J STD MEETING RAIL SCREEN ADAPTER ser' I- L 2.766" a ti 062" T �eI JAMB, EQUAL LEG i FRAME FF i .062" -1H .723" .875" ,o'Is ADAPTER F+- 1.446' + i 8' .040" t (o ANTI -LIFT CLIP --►E .797' 070" ?zt'IG BEAD 464" - .D65" ► �•__ 1 t� IG SNAP BEAD HOT -MELT • • • • • • • • • • .050" -`1� �5" TABLE C MATERIAL PROPERTIES USED SILICONE BUTYL • fkLlgllNalT 7 • •'t'SOBUTYLENE DESICCANT FILL FOR ANCHORAGE CALCULATIONS: STRUCTURAL • REINFQRCEk`E�IT ` • • • SEAL 5/16* NOM MaMia1 Min. Fr MiR F, POLVISO- 1!4" NOM. 0116" NOF1C • • • • 000 • SILICONE tv Steel Screw 92 ksi 120 ksi BUTYLENE WITHSTRUCTURAL--_,• • • • • 116" NQ.1. SEAL • • • •BUTYL • • • • .795" .795" 188 54rew 6J ksi 95 ksi DESICCANT / ROLL -FORMED , 141 SILICONE / DESICCANT 410 Si- 90 ksi 110 ksi ' FOAM WITH , / FOAM STAINLESS STEEL }T Lao IAueCmt• 755 ksi 177 ksi EXT.GLASS DESICCANT 492" - 612• 410 SS Elco CrteFlex® 127.4 ksi 188.7 ksl /G. EXT. GLASS EXT GLASS •• ••• a •�s�� ••• EIyTAss 6061T5 Akerirwm 18 ksi 22 W// INT. GLASS (23, 7116" BEAD C 5116" BEAD A36 Steel 36 ksi 58 ksi INT. GLASS ::r��NT. GLP�S J7 �Y INT. LASS Gr. 33 St" Stud 33 ksi 45 ksl � KODISPACE / SUPER SPRCEI�° • • •' \�RA�EATro • • XXL EDGETI �70i 1711 m • • •• • 72 •• •• 3 •`i 4SG TPS `/NXT • • • •W 9� R • • '�_ /SPACER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W ro Y 7 N O l= ^+Y w O 0 Nc} ZQ O m�Lu 2 = LLi U Uo a� 4.9 W - m ¢ J J O ice-. I¢'• U) 'IYf? O Z o z J O 0 ODO 0 O ' z O O C! Z F w Q X = W _ > v s '.s No.58705�� A. LYNN MILLER, P E. P.E6 58705 TABLE 23 Item# Part 1 Description Material 1 624038 Head, Flange Frame Alum. 6063-T6 2 624039 Head, Integral Fn Frame Alum. 6063-T6 3 624040 Head, Equal4ag Frame Alum. W63 -TB 4 624001 Jamb, Flange Frame Altar. 6063-T6 5 624017 Jamb, Integral Fn Frame Altar. 8083-T6 6 6324028 Jamb, Equal -leg Frame Alum. 6063-T6 7 624035 Sill, Flange Frame Alum. 6063-T6 8 624036 Sill, Integral Fn Frame Allam. 6063-T8 9 624037 Sill, Equal -leg Frame Alum. 61 10 524034 Sill Adaptor Alum. 6063-T6 11 824043 Sash Pull Rail Alum. II 12 624006 Sash Lock Rail Alum. 6005A -T61 13 624041 Sash Top & Bottom Rail Alm. 6063-T6 14 624027 HD Meeting Rall Altars. 6083-T6 15 624005 Std. Meeting Rail Alum. 6005A -T61 16 624047 Screen Adapter Mum. 6063 -TB 17 624051 Installation Hole Cover Alan. 13063-T8 18 64125M Wndload Adapter Aum. -6063-T6 19 624042 Sill Track Alun. 6063 -TB 20 624015 Anti- i1t Clip Alun. 6063 -TB 21A 624009 IG Bead Alum. 6063-T5 21B 624011 IG Snap Bead Alun. 6083-T5 23 1 624026 7/18' Lami Glaz. Bead Alun. 6063-76 24 624013 5/16' Lami Glaz. Bead Alum. 6063 -TB 30 STP247 Glazing Bead, Bulb Vinyl for #624013 & #624026 Vinyl 31 BTP248 Glazing Beed, Bulb Vinyl for 0624009 & #624011 Vinyl 32 712653K Mono setOng Block 3137 X 1/4' X 1- Neoprene 33A 71715K Lami IG Setting Block 1/8' x 3r4' x 1-1/14' Neoprene 338 624014 IG Snap Setting Block Vinyl 35 724045 Sweep Latch Cast bnc 36 71298 Weep Hole Cmar Vinyl 37 41722 Hole Plug Vinyl 38 724021 Lock Rail Cover, (LH & RH) Vinyl 39 724050 Pull Rail End Cap Vinyl 40 724048 Roller Housing & Sash Guide Vinyl 41 724052 Roller Wheels Brass 42 724054 Sash Top Rail Gasket, (LH & RH) Polyethylene 43 724055 Sash Bot Rai Gasket, (LH & RH) Polyethylene 44 724057 Frame Header Gasket, (LH & RH) Polyethylene 45 724058 Frame SA Gasket, (LH & RH) Polyethylene 46 724063 Meeting Rail Gasket Polyethylene 50 Weatherstrip, .187' x .170', Fin Seal @ Sash 51 Weatherstrip, .187' x .270', Fn Seal @ MR 52 67070 Bulb Vinyl 60 710X38PPAX #10 X318' Ph. PH SMS (Windoad Adapter) Stainless Steel 61 781PQX #8 X 1' Qd. PH SMS (Frame & Sash Assembly) Stainless Steel 63 - Aluminum Screen with Fiberglass Mesh Vanes 70 - Kommading Kodispace 4SG TPS 71 Qusnex Super Spacer nXT See Sheet 18 for 72 - Quanex Duraseal Spacer Materials 73 - Cardinal XL Edge Spacer 74 _ Dow 791, 899 or GE 77DO Backbaddi rig Silicone ASSEMBLY DETAILS FOR XO FLANGE FRAMES (OTHER FRAME TYPES & CONFIGURATIONS SIMILAR) �87� 6tJ J I . f , (`?) �1J 131 41\ J l 39 ) r\ •�i. ••• • 61 0 • -�40r •• • • Z • Is • • • INTERIOR �71 •• ••• • • • •• INTERIOR •• ••• • ••• •a• ••• 00 • • • • • • • • • is •NOTBS. • • • • • • • • 1)ALL•CORNERS TOUSE GA"T AND/OR SEALANT • • • •Cr,•SOMLVPARTS/OPT1bNS NOT SHOWN ON DRAWING FOR CLARITY or • • • • ••• • • N. o a o M tOo coO DN Y r 'o Ozy GJDQ 0 Q O O nfn J O u W Z O O Z u- m o�r • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "Y LYNI ���.•' ,ICENSF -��(� * No. 58705�� D trAT�E. R/. A. LYNN MILLER. P.E. P.E.# 58705 W K > y O vXj 0 N. o a o M tOo coO DN Y r 'o Ozy GJDQ 0 Q O O nfn J O u W Z O O Z u- m o�r W r; OUo e� -j � F ZOD Q i< J Q OM.3 O LU .-. S2 r` > > o Z ua V Z Ir J J m IL Zj 0 '< 0 0) w x � O Ill W iGDyj o j Z O r z _o of U O = "Y LYNI ���.•' ,ICENSF -��(� * No. 58705�� D trAT�E. R/. A. LYNN MILLER. P.E. P.E.# 58705 MIAMI- D1ADE MIAMI-DADE COUNTY mom 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 SCOPE: :...:. This NOA is being issued under the applicable rules and regulations governing ;te •lyse of:con structiori • • • materials. The documentation submitted has been reviewed and accepted by Miajgjj-Q4de CQntlty RER ; • • • : • Product Control Section to be used in Miami Dade County and other areas where aAQWed by the kuthority. • Having Jurisdiction (AHJ). • • • • .. . This NOA shall not be valid after the expiration date stated below. The Miami-Dade'Cennty Praiuot•Oontroi.•.. Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade'Cai2i'il ,) resefAft right • : • • • to have this product or material tested for quality assurance purposes. If this proluc*F or material•fails td.•';o perform in the accepted manner, the manufacturer will incur the expense of such J*estmc and the XHJ may 0. • immediately revoke, modify, or suspend the use of such product or material within their jurisdtlimr• .• RER • reserves the right to revoke this acceptance, if it is determined by Miami—Dade Cv`u* Prgduq .Contro3 • • • • • Section that this product or material fails to meet the requirements of the applicable building coda:.. • This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SH7700A" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: 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., 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 well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0430.06 r 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. 7700NOA-1, titled "Aluminum Single Hung through 11 of 11, dated 04/01/18, prepared by manufacturer Anthony Lynn Miller, P.E. TESTS Install (LM), sheets 1 signed and sealed by 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ...:.. 2) Uniform Static Air Pressure Test, Loading pp, SBC, TAS 202-94 : :... •: 3) Water Resistance Test, per FBC, TAS 202-94'. • • • • • • • • • 4) Large Missile Impact Test per FBC, TAS 20Y; A4 • . . 5) Cyclic Wind Pressure Loading per FBC, TAS 2D3 94 00 • �' •" 6) Forced Entry Test, per FBC 2411.3.2.1, and ZAS 202-94 ...,:. along with marked -up drawings and installation diagram of an alurvluum smgfe dung window, prepared by Fenestration Testing Laboratory, Inc., Test Report Nb..". • • 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 6th 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). Manuel rez . Product Contr Exa finer NOA No. "30.06 Expiration Date: 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; 12M/17, t'xpl'ng on • • • • • 07/04/23. ...... . ...... F. STATEMENTS • • • • .. ; • • • •; 1. Statement letter of conformance to FBC 6rn Edition (2017), bated April ',*20183 • •.. issued by manufacturer, signed and sealed by Anthony Lynn Nti11e•r* P.E. 09:00 •• •4 . . 2. Statement letter of no financial interest, dated April 24, 2018, ij4WA by mangy Acturer, • signed and sealed by Anthony Lynn Miller, P.E. • • ' • 3. Proposal No. 18-0005R issued by the Product Control Section: dajed 01AM signed 00 by Manuel Perez, RE . .:0* G. OTHERS 1. None. Manuel Per , E. Product Control E a I NOA No. 18- 30.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 E-2 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 -DARE COUNTY APPROVED MASONRY AN(CHORS. 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 1-112" 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) 114" 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, ASD. 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 BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7835.1 & 18-7835.2; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS & ALUMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL FIGURE A: ALLOWABLE SASH CONFIGURATIONS AND SHAPES -+-� WIDTH --1 WIDTH WIDTH 1 I I 2 L7 U_ 7 x x x uj x RECTANGULAR WITH EQUAL LITE SASH RADIUS -TOP WITH PROVIEW SASH RECTANGULAR WITH CUSTOM SASH ALL SHAPES WITH ALL SASH CONFIGURATIONS 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. A17-13/16"MAX O.0/� 18-3/8" MAX. 17-3/4" MAX 17-3/4" (17-114" BUCK) - MAX (9MAX.X.B B, SEE 4 O 1' .C. I (9" X. BUCK) SHEETS 8 & 9 A. SEE 7 SHEETS 889 I WUALLY SPACED / ANCHORS PER I TABLES 6 & 7 17-3/16" MAX. O.C. O i ( f sa' T MAX. TIP 12-1116" MAX. O.C. TO X x ( I I TIP EQUALLY SPACED / HEIGHT ANCHORS PER i I 13-5116" MAX. O C. TABLES 8 & 9-12"MAX. (9" MAX. BUCK) 1 AI 1 B NO ANCHORS AT SILL 53-18" MAX. TIP TO TIP WIDTH 1" WEEP NOTCH AT EACH END ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL -LITE CONFIGURATION TABLE 1 ALLOWABLE GLASS TYPES Glass Description (Listed Gom Exterlor to Interior) DIP Table K 1 1/8 -AN, .090" PVB, 118" AN 2 2 13/16" LIG' 118" AN CAP, AIRSPACE, 118' AN, .090" PVB, 11B" AN 2 3 13116" LIG. 118" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 4 1/8" HS, .090" PVB, 1/8" HS 4 5 3116" AN. .090" PVB, 3116" AN 4 6 13116" LIG' 3116" AN CAP, AIRSPACE, 1/8" AN, .D90' PVB, 1/8" AN 4 7 13116" LIG 3/16" TP CAP, AIRSPACE 118" AN, .090" PVB. 1/8" AN 4 8 3116" AN, .090" SG, 3116" AN 5 9 3118" HS, .090" SG, 3/16' HS - 5 10 13116" LIG' 118" AN CAP, AIRSPACE, 1/8" HS, .OW' SG, 1/8" HS 5 11 13116" LIG118' AN CAP, AIRSPACE, 3116' AN 090' SG 3116" AN 5 12 13116" LIG' UB' TP CAP, AIRSPACE, 118" H ALLATIn R-ANGC 0 ..................................7 Ids ALLATIOPJ EQUAL•EG 13 13116" LIG. 1/B" TP CAP, AIRSPACE, 3/16" • • • • 14 13116" LIG 3116" AN CAP. AIRSPACE, 1/8' HS, .000" SG, 118" HS 5 15 13116" LIG. 3116" TP CAP, AIRSPACE, 1/8" HS, .090" SG, 1!B" HS 10 CODES /STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION -ASTM E1300-09 •ANSIIAF&PA NDS -2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2015 •AISI S100-12 •AISC 360-10 DESIGN PRESSURE RATING IMPACT RATING VARIES PER GLASS TYPE, LARGE & SMALL MISSILE SEE SHEETS 2-5 IMPACT RESISTANT 52.1/8" MAX. BUCK WIDTH D. SEE MAX O C 4-11/16" MAX. SHEET 10 C, SEEF_' SHEET 10 1i I 01 MAX. BUCK HEIGHT 5" MAX I / C 4-11116"MAX. -II-•�1"MEP NOTCH AT EACH END ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL -LITE CONFIGURATION 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. A'V, NIO OTE.DESIGN PRESSURE RATING DETERMINATION IS THE SAME S, .090" SG, 1/8" HS 5 • •PR �S� F R ALL EO A EG 0,4 FRAME TYPES (FLANGE, INTEGRAL FIN OR • • • • • � SG, 3116" AN 5 .090' • • • • • • • • • • • • • • 5 • • • • • • • • • • • • .. •...... ••• •• O Z SG= KURARAY SENTRYGLAS• INTERLAYER BY GENERAL NOTES ................................................. 1 KURARAY AMERICA, INC. J ELEVATIONS ................ ............... ..... .... 1 PVB = KURARAY TROSIFOL• PVB INTERLAYER BY DESIGN PRESSURES / GLAZING DETAILS......., 2-4 KURARAY AMERICA, INC. • • • • •• -ORQUANTITIES ...................... .. 5-6 AN =ANNEALED • HS=HEAT-STRENGTHENED•• • • • ALLATIn R-ANGC 0 ..................................7 Ids ALLATIOPJ EQUAL•EG TP TEMPERED • • • • • • ...............................8 WNSTALWT10116INTEGvL FIN .................. .......9 r O • •• • • WUSION P8QFILES•. •... ......... 10 • • • A &SEMBLY & PARTS LIST .. .... .. .. 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ``111111111I/,11 �aNY LYNNM� ''1,10ENgF'•. * No. 58705 oS TE g l3'fir iF''•'L'ORIOP. \�: SS ' CGS. �'�., 70NAL E .• /11111111/ A LYNN MILLER, P E P.E.R 58705 W � H O � •ur _w O �o p O� r n. lmO C7 CN� N ti w J O Lo V) O Z O LL uF Z LL. O m b Z W O = W 006 o� J 0 r 2 coo, r Q Wa :,Mr m u~i O � Z = j LU W r O ® a LU •D V1 O w Z n I. - O O Z Z J Q O O r- K O W J W U) a a ``111111111I/,11 �aNY LYNNM� ''1,10ENgF'•. * No. 58705 oS TE g l3'fir iF''•'L'ORIOP. \�: SS ' CGS. �'�., 70NAL E .• /11111111/ A LYNN MILLER, P E P.E.R 58705 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL 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 Bottom Sash D-pt.n fur Giwi RwVe Sash Hdght Range (in) 16' 25-33r Design Pressure (lbs/fe) for Glass Types 1 & 2 Tp to Tip VNdth 3T 41' 45' 49" 53-1/8' '~ GLASS STACK 24" Eaua44ite 12.464 +65.0 AO 0 +65.0 80 0 +65 0 40 0 "65.0 -60.0 j '650 1 80.0 -650 -800 1 +65.0 1 80.0 +85.0 -80.0 v M a 31" Egual4rte 15 954 +65.0 Standard Purview 12.994-15 963 +65.0 80O +fi5.0 40.0 +65.0 80.0 +65.0 -80.0 +65.0 80 0 +G6.0 80.0 +650 80.0 1 -650 1 800 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 1 -80.0 +65.0 1 80.0 +85.0 ' -80.0 -800 +65.0. -80.0 eu GLASS BITE Shortest 12.464 - 12993 +65.0 80.0 +65.0 80 0 +65.0 80.0 +650 -8C.0 +660 80.0 +65.0 80.0 +650 1 -80.0 +65.0 800 LU D Or Q Equal -lite A 652 +65.0 -80.0 *65.0 80.0 +65.0 80.0 +65.0 80.0 1 +650 80.0 +65 0 ' -80.0 '650 80.0 +65.0 800 �I13116" Standrd Pm aw 15 944 - 19 651 +T.5.0 80.0 +GRD 80.0 +65.0 •80.0 +65.0 80.0 +650 $0.0 x65.0 80.0 +65.0 80.0 +E5 0 80.0 38-318' Custom Sue 15 131 - 15.943 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 -80.0 +65.0 1 80.0 +65,0 80.0 +650 • -80.0 O Custom Size 14.1 31 - 15.130 +85.0 -80.0 +65 D 80.0 +65.0 800 +65.0 80.0 1 +650 : 80.0 +650 1 80.0 +65.0 80.0 +65.0 80.0 Z) F Shortest 12 464 14.130 +65.0 80.0 +65,0 -800 +650 1 -800 +65.0 80.0 +650 80.0 -650 1 80.0 +65.0 80.0 +65.0 .80,0 Equal44e 22964 +65.0 83.0 +65.0 80.0 +65.0 ' -80.0 +65.0+65.0 80.0 +85.0 80.0 +65.0 -800 +65.0 80.0 Custom Size 2D 131 - 22963 +65.0 80.0 +65.0 80.0 +65 0 80.0 +85.7 80.0 *65.0 8D.0 +65.0 80.0 +65.0 80 0 +65 0 -BC.D Standard Pmew 18 594 - 20.130 +65.0 80.0 +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 +65.0 780.0 45' Custom Size 18.131-18 593 +65.0 80.0 +65.0 80 6 +650 80.0 +65.0 80.0 1 +650 -80.0 +65.0 80.0 +65. D -800 +65.0 1 80.0 Cust m Size 15131-16.130 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -60,0 +850 , 80.0 +65.0 80.0 +65.0 80.0 +85.0 1 -80.0 Cust- 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 83 0 +65.0 80.0 Slwnest 12.464 -14.130 +65.0 80.0 *65.0 8(1.0 +65.0 80.0 +65.0 -60.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 Equsl4ite 24.964 +65.0 80.0 +C5.0 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 22.131-24.963 +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 +E5.0 80.0 Standard P-ew 20.194 - 22.130 +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 : -811.0 49' Custom Size 18.131 - 20.193 +65.0 80.0 +65.0 80.0 +65 D 1 80 0 +650 80.0 +65.0 80.0 +65.0 80.0 +85,0 80.0 +65.0 80.0 Custom Size Custom Size 16.131 - 18.,r. +65.0 14.131 -16.130 +650 80.0 +66.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -60.0 +65.0 -800 +850 80.0 +65 0 80.0 +65.0 80.0 +650 ; 80.0 +650 80.0 +65.0 80.0 +65.0 •80.0 +650 -80.0 80.0 +650 � -77.6 Shortest 12.464 - 14.130 +65.0 80.0 +660 80.0 +65.0 80.0 +65.0 -80.0 +650 ; 40.0 +65.0 80.0 +65.0 80.0 +650 -75.1 Egwklite 25.777 +65.01 40.0 +650 80.0 +65.0 80.0 +66.0 80.0 +6501 40.0 +65.0 -80.0 +650 800 +85.0 40.0 s 4 Custom Sze 24.131-25.776 +65.0 400 +86.0 80.0 +65.0 800 +650 80.0 +650 800 +65.0 80.0 +65.0 80.0 +65.0 -80.0 S Standard Prweew• 20.tI44-24.130 +650 80.0 +65.0 80.0 +85.0 8:11.0 +650 -80.0 +65.01 -W.0 +65.0 80.0 +650 -80.0 +CS.O' -80.0 Fes„ SO Custom Size 20 131 - 2D 643 +65.0 -80.0 +66.0 40.0 +65.0 -80.0 +65.7 -80.0 +650 80.0 +65.0 -60.0 +65.0 800 +65 0 -80.0 -Custom Size Custom Size 18.131-20 130 +65.0 18.131 -18.130 +650 40 D +65.0 -60.0 +65.0 80.0 +65.0 -8D.D +65.0 80.0 +650 -900 -65.0 80.0 +65.0 -50.0 +65.0 400 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 40.0 +fi50 80.0 80.0 +65.0 -77.6 Custom Size 14.131 -16. = +65.0 80.0 +65.0 -800 +65.0 80.0 +650 -80 0 +65 0 80.0 +850 1 80.0 +65.0 40.0 +65.0 -751 Shortest 12.464 -14 130 +550 80 0 +65.0 -60.0 +65.0 80.0 +65.0 -80.0 '550 40.0 +65.0 �.0 +65.0 40 D *66 0 -73 9 Equa -hte Custom Size 31.964 +65.0 28-13131963 +65.D 80.0 +65.0 , -80.0 +65.0 80.0 +660 -80.0 +65 0 80.0 +65.0 -80.0 +65 0 400 +65.0 -8D.0 1660 8n 0 +05.0 800 +65.0 40.0 +65.0 1 80.0 +65.0 -80 0 +65.0 40.0 40.0 +65.0 -77.6 Sterldsrd Pmv�ew 25.794-28.130 +65,0 40.0 +85.0 -80.0 +65.0 80.0 +55.0 -800 +650 80.0 +65.0 -80.0 +65.0 -80.0 +65.D -739 Custan Sze 24.131 25.793 +65.0 -80.0 +65.0 -80.0 +L..0 400 +55.0 80.0 +65.0 40 0 +a5 0 80 0 +65.0 40.0 +65.0 ' -727 63' Custom Sue 22 131 - 24 130 +65.0 40.0 +65.0 -800 +65.0 40.0 +55.0 •80.0 +65.0 80.0 +65.D 40.0 +65.0 -78.8 +66 0 I -70.5 Cuslarn Size Cullom Sae 20.131 - 22 130 +65.0 18.131 - 2D 133 +65.0 -80.0 +650 -800 +66.0 80 0 +650 •80.0 +65.0 -80 0 +850 -80.0 -650 -80.0 +66.0 40.0 +650 80 0 +65. D 80 0 +65 0 80.0 +65.0 -77.1 +650 j 86.4 40.0 +65.0 -75.4 +65.0 86.5 Custom Sue 18.131 -18.130 +6,0 -830 +65.0 .800 +65 0 -80 0 +65.0 80.0 +65.0 800 +650 -771 +65.0 -73.8 +64.7 1 84.7 Shorleat 13.194• - 10'.130 +650 -500 +650 8D 0 +650 80.0 +e5.0 80 0 +55.0 -75.9 +650 -713 +65.0 88.2 +62.3 1 823 Equ6N4e Custom Size 38.464 +65.0 -80.0 +65.0 -80.0 +65.0 800 +650 38.131-36463 +65,0 -80.0 +65.0 -800 +650 -80.0 +66.D 40.0 +65,0 80.0 +65.0 -80.D +65.0 80.0 +65.0 -800 +650 80.0 +55.0 -73.9 40.0 +65.0 -79.8 x65,0 -71.6 Custgm b,ze 34,131-36 130 +63.0 -80.0 +65.0 80.0 +65.0 -80.0 +66. D 80 0 +65.0 80.0 +65.0 -80.0 +650 -77.9 +65.0 89.a 76" Standard Prwew 30.994 - 34.130 +65.0 -80.0 +65.0 80 0 +65.0 80.0 +85. D -BJ.O j +65.0 40.0 +65.0 -60.0 +65.0 -75.4 +fib 0 86.5 Dust= Sue 30.131 - 30.993 +65.0 80.0 +65.0 80.0 +65 0 40.0 +E5.0 80 0 +65.0 -800 +65.0 -78.9 +65.0 -74.6 +650 -66.6 Custom Sae 28.131 - 30.130 *65.0 80 0 +65.0 -80.0 +65.0 80.0 +65.0 80.0 +65.0 -79.1 +65.0 -75.3 +65.0 -71.9 +63,8 83.8 SMdast 26.194•-28.130 +65.0 -800 +65.0 780.0 +650 80.0 +65.0 80.0 +65.0 -75.9 +65.0 -71.8 +65.0 88.2 +623 823 EquaWle 42.464 +65.0 80.0 +65.0 800 +65.0 80.0 *65.0 80.0 +65.0 80.0 +66.0 80.0 +660 -77.9 +65.0 894 84" Custom Sae 38.131 - 62.483 +65.0 Standard Proview 34 194• -38.130 +65.0 80.0 +05.0 80.0 +65.0 80.0 +65.0 -60.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 -80.0 +55.0 -78.9 +65 0 40.0 +85.0 -75.9 +65.0 -77.8 +66.0 -74.6 +65.0 85.6 88.2 +62.3 82.3 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL 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 -46.806 118" AN GLASS EXTERIOR a /8" AN GLASS r 112" NOM. GLASS BITE GLASS TYPE 2 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• 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 Tl VWIDOVfaSIZE.• • • • • • • • 2) FOR SIZES NOT SHOWN, ROUNDUP 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 FIT WITHIN • • • • • • • • TP= TEMPERED 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 ••• • • • • ••• • • • • • • • • • • • • is • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ti 5/16' NOM rtl '~ GLASS STACK 1/8" AN GLASS nte 09D" PVB 7 30 118" AN GLASS 26 v M a OJ O Z�c�o _ I ft" NOM. O = W s2 eu GLASS BITE EXTERIOR a,r, WZ� i< a LU D Or Q nC 75 34 Z o GLASS TYPE 1 �I13116" NOM. Z 2 O N I� GLASS STACK N �f �L I II I x.090' PVB 118" AN GLASS EXTERIOR a /8" AN GLASS r 112" NOM. GLASS BITE GLASS TYPE 2 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• 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 Tl VWIDOVfaSIZE.• • • • • • • • 2) FOR SIZES NOT SHOWN, ROUNDUP 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 FIT WITHIN • • • • • • • • TP= TEMPERED 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 ••• • • • • ••• • • • • • • • • • • • • is • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ti Y LU �oQ nte in U 7 Q O v M a OJ O Z�c�o _ W O = W s2 eu U Uo 0 , a,r, WZ� i< J LU D Or Q nC Z o Z Z 2 O N q N W 0 Z - O J O F Z m Oo w U Z) F _ J a- cn a o • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL 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 -48.806 AIRSPACE 1/8" TIP GLASS EXTERIOR a 13/16" NOW GLASS STACK 090" PVB 116" AN GLASS 75 112" NOM. GLASS BRE •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• 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 T4 Wy1DOV:SIZE. • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. to • • • • • • • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • • • • TP= TEMPERED 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 ••• • • • • ••• • • • • • • • • • • • • to • • • • • to • • •• •• • • • •• •• ••• • • • ••• • • ti zO Y N o 3 w C) O a O �! C O J O a N W Z LL a -] c = W.Q+ T U c) a � ~W� S2Q Jai r- 7 to Z Z U LL c ,0 2 r N J c� _ _Z U) LL W C O J C 2 � g Q n U F ] J a v xaG c ANY LYN1V Mi \ * No. 58705 0' WEOiF � ,ONAt1?G A. LYNN MILLER, RE P.E.# 58705 Bottom seen Desm .Rim for G.- Range Design Pressure (Ibse) for Glass Type 3 Sazn Hcght Rnge (in) Tp to Tp Wbtn 78' 1 25" 33' 37-r4l" 45" 49" 53-118' 24" Equef-em 12464 +65.0 80.0 +bait -8].0 +65.0 �-80.0 +650 800 80.0 +65.0 80.0 +65.0 -80.0 -650 1 -80.0 31" EqusdAte 15.964 +65.D Slowxtord Pm- 12.994 - 15.963 +65.0 Shortest 12.464.12.993 +650 800 +65.0 -800 +65.0 V0 +650 80.0 +65.0 80.0 +650 80 0 +650 8tT.0 +650 .80.0 +650 1 800 +65.0 -80.0 80.0 -800 80.0 +85.0 -80.0 +65.0 -80.0 +650 -80.0 -80.0 +550 -800 +650 -800 +650 -SO.D -NO +65.0 -60.0 +650 -B0.0 +55.0Equal-lite 19652 +85p 80.0 +65.0 80.0 +65.0 80.0 +650 800 80.0 +850 -800 +850 -80.0 +65080.0Standard Prw 15.444 - 19 651 +65.0 -80.0 +65.0 80.0 +65 D 80.0 +650 80.0 410.0 +65.0 -B0.0 +650 -80.0 +65.0 -90.D 38-318' Custom Size Custom Sae 15.131 - 15.943 +650 14.131 - 15.130 +65.D -800 +55 0 80.0 +65.0 80 0+65D 80.0 +65.0 80.0 +65 D 80.0 +650 800 800 +65.0 -80.0 -650 -80.0 +65.0 -80.0 +65 0 -801 +65.0 -80.0 -80.0 +65.0 -80.0 +65.0 BO 0 Shortest 12.464 - 14.130 +65.1) 80.0 +65.0 80.0 +65.0 80.0 +E5.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Equal -lite 22,964 +66.0 80.0 +65.0 -80.0 +65.0 80.0 +850 480.0 +85.0 -60.0 +65.0 -80.0 +650 -80.0 +650 -BD.O Custom Sae 20.131 - 22.963 +65 D Standard P- 18.594 - 20.130 +65.1) 800 +65 0 -80.0 +65,0 -80.0 +65.0 -80.0 +650 80.0 +660 -80.0 +65.0 .800 +65.0 -800 +650 80.0 +65.0 80.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 -80.0 +65.0 7a0.0 +6S.0 -80.0 45' Cuetom Size 16.131 - 18.593 +65.D 80.0 +65.0 -800 +65.0 8D.0 +65.0 -800 +65.0 8G 0 +65.0 80.0 +85.0 -80.0 +65.0 80.0 Custom Sae 15.131 - 16.130 +85.0 80.0 *65.0 80 0 +65.0 80.0 +85.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65 0 -00.0 +65.0 -80.0 Custom Sae Shortest 14.131-15 130 +65.D 12 464 .14 130 +W.0 800 +650 80.0 +65.0 80.0 +650 80.0 +650 -80.0 +65.0 , .80.0 +650 800 +650 -800 +650 -80.0 +65.0 .60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -800 +65.0 -80.0 +65.0 -BO.0 Equal41te 24.964 +65.0 -80.0 +65.0 80.0 +650 80.0 +650 80.0 +650 80.0 +650 -80.0 +65.0 -80.0 +65.0 80.0 Custom Sae 22.131-24.963 -55D -80.0 +65.0 -80.0 +65.0180.0 +650;-800 +650 -80.0 +65.0 80.0 +65.0 -800 +65.0 800 Slandad Prolew 20.194-22130 +65.1) 800 *65.0 80.0 +65.0 1 80.0 +6.50 , 80.0 +85.0 83.0 +65.0 90.0 +65.0 -90.0 +65.0 -800 49" Custom Sae 18.131 - 20.193 +65 D -80.0 +650 80 0 +65.0 80.0 +650 I .80.0 +65.0 -SD 1) +85.0 80.0 +S.0 90.0 +65.0 80 0 Otetam Sae Custom Size 18.131 - 18.130 +65.D 14.131 - 16.130 +650 80.0 +65.0 80.0 +65.0 80.0 +65 080.0 +65D -B00 +65.0 -80.0 +b5.0 80.0 +650 800 +850 80.0 +65.0 80.0 +85.0 -Boo +65.0 80.0 +65.0 800 80.0 +65.0 -80.0 +65.0 -80.0 Shortest 12.464 - 14.130 +65.0 80.0 +65.D 80.0 +65.0 800 +65.0 I -800 +65.0 80.0 +650 80.0 1 +65.0 -800 +65.0 -80.0 Equaldlte 25777 +65.1) 80.0 5-80 +650 80.0 +650 -80.0 +65.0 800 *65.0 80.0 +85.0 80.0 +BS.G 80.0 F Custom Sae 24.131 - 25 776 +65.0 Standard Pmuiew 20.844 - 24 130 +85.0 -800 +65.0 80.0 +65.0 -80 0 +65.0 80 0 +650 80.0 +65.0 -80.0 +650 ; -60.0 +65.0 80.0 +65.0 80.0 +65.0 83.0 +05.0 90.0 +65.0 -800 +65.0 -80.0 goo 1 +65.0 -90.0 +65.0 -800 n " C`Sae 20.131 - 20. B43 +65.0 80.0 +650 -80.0 +65.0 80 0 +65.0 80.0 +850 80.0 *65.0 80.0 +65.0 -BD.O +65.0 -80.0 Custom Sae 18.131 - 20.130 +65.0 900 +65.0 80.0 +65.0 -WO +65.0 800 +650 -60.0 +65.0 -80.0 +65.0 -90.0 +65.0 -80.0 Custan Size 16.131 - 18.130 +b5.0 80. D +65.0 -WO +65.0 80.0 +65.0 800 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 Cteean Size Shortest 14.131 - 16 130 +65.0 12.464 14130 +65.0 80.0 +65.0 80.0 +66.0 80.0 +650 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 -650 800 +850 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -800 -800 +65.0 -80.0 +66.0 -80.0 EquaHlle Custom Sae 31.964 +65.0 28.131-31 963 +6.i.0 80.0 +65.0 800 +66.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -800 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 80.0 +65.0 -B0.0 *85.0 -&10 +66.0 80.0 Standard Prwcw 25.794.28.130 +65.0 80.0 +65.0 -80.0 +65.0 90.0 +65.0 80.0 1 +85.0 80.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 Custom Sae 24.131 - 25.793 +65.0 -800 +66.0 -60.0 +65.0 80.0 1 +C5.0 80.0 +W.0 80.0 +65.0 -80.0 +65,0 -80.0 +65.0 W.0 63" Custom Size 22131 - 24 130 +65.0 1 80.0 +6&0 80.0 +65.0 -800 1 +65.0 80.0 +65.0 800 +65.0 80.0 +660 -80.0 +65.0 80.0 Custom Sirs 20.131 - 22.130 +65.0 -800 +66.0 -800 +BSO 80.0 1 +65.0 80.0 +65.0 80.0 +65.0 90.0 +C5.0 -80.0 +65.0 -780 Custorn Size 18.131 - 20.130 +65.0 -800 +65.0 -800 -650 80.0 +115.0 .801) +650 -W 0 +65.0 -80.0 +650 - O +85.0 -75.8 Custom Sae Shortest 16.131 - 18.130 +65.0 13.194' -16.130 +65.0 -800 +65.0 80 D -650 80.0 +650 -800 +85.0 -80.0 +65 0 80.0 +65.0 90.0 +65. D 80.0 +e5.0 800 +65.0 -SOLD +85.0 -80. D +650 -73 8 -80.0 +65.0 -80.0 +65.0 -77.7 +65.0 71.0 Eowl-lite Custom Sae 38.464 +65.0 -BD 0 +65.0 -e0.0 +65.0 80.0 66.1) 36.131 - 3BA63 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 .800 +65.0 -SO 0 +63.0 80.0 -650 80.0 +65.0 $0.0 +65.0 -80.0 +65.0 80 0 -80.0 1 +65.0 -80.0 +650 76" Custom Sae 34.131 - 36.130 +65.0 -90.0 +65.0 -80.0 +65.0 80 0 +65.0 Stsnd• l Pr ew 3(L994 - 34.130 1+65.0 1 -800 +66.0 -80.0 +65.0 -80.0 *65.0 -800 +65.0 80.0 +05.0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 80.0 +65.0 -80.0 +65.0 1 -90.0 +65.0 -75.8 Caston Sae 30.131 -30.993+85.0 -80 0 +650 80 0 +e5 0 80 0 +65.0 80 0 +C50 80 0 +65.0 -80.0 +65.0 -80.0 +65.0 -748 Custom Sae 28131 - 30.130 +CSD -p 0 +65.0 -80.0 +65 0 -80.0 +65.0 80.0 +W.O 80.0 +65.0 -80 0 +85.0 -80. D +65.0 -72.7 Shortest 26.194• - 28.130 +650 1 -800 +65.0 i 80.0 +650 80.0 +650 80.0 -65.0 80.0 +65.0 -80.0 +65 D -77.7 +65.0 -71.0 EaaHae 464 42 +65.0 80 0 +65.0 -8D 0 +650 -800 +65.0 80.0 +65.0 80.0 +65.0 80.0 +66.0 -80.0 +650 -79.1 84" Custom Sae 38.131 - 42483 +65.0 .800 +65.0 80.0 +65.0 -60.0 +65.0 1 80.0 +65.0 -WO +65.0 -80.0 +66.0 80 0 +650 -74.6 Storslard Pradew 34.194' - 38.130 +65.0 1 -800 +65.0 8D 0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 -77.7 +65.0 -7+.0 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL 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 -48.806 AIRSPACE 1/8" TIP GLASS EXTERIOR a 13/16" NOW GLASS STACK 090" PVB 116" AN GLASS 75 112" NOM. GLASS BRE •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• 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 T4 Wy1DOV:SIZE. • • • • • • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. to • • • • • • • • • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • • • • • • • TP= TEMPERED 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 ••• • • • • ••• • • • • • • • • • • • • to • • • • • to • • •• •• • • • •• •• ••• • • • ••• • • ti zO Y N o 3 w C) O a O �! C O J O a N W Z LL a -] c = W.Q+ T U c) a � ~W� S2Q Jai r- 7 to Z Z U LL c ,0 2 r N J c� _ _Z U) LL W C O J C 2 � g Q n U F ] J a v xaG c ANY LYN1V Mi \ * No. 58705 0' WEOiF � ,ONAt1?G A. LYNN MILLER, RE P.E.# 58705 TABLE Design Pressure (lbslftz)for Glass Types 4.7 13116, NOM. foram Seen O ID, G, _ Rage Sash t5ei0nt Tip To Tp WIo.1 Range Lin) 53-I� 24" Egt•14ite 12464 +6$ 0 Ef10 31- Equ"e 15.964 +05.0 i 80.0 Starld•d PID1tew 12994 - 15.963 +65.0 -SOO 71 Shortest 12.464 - 12.993 +850 I -80.0 EXE E Equa1-6te 19652 +65.0 -W.0 Sfedn7 Pn14ew 15.944 - t 9 651 +85.0 80.0 38 N Custom 47e 15.131 - 15 943 +650 80.0 1.13 Custom Size 14.131 - 15.130 +66.0 -800 Shortest 12.484 - 14.130 +85.0 ! 80.0 1&131 - 18.593 +80.0 -110.0 Equal -lite 22864 +65.0 . -80.0 " Cullom Size 20.131 - 22.983 +65.0 80.0 Shortest Stadlnl Prrwew 18 504 - 20 130 +65.0 -800 46" Ctalom S:ze 16.131 .18 593 +650 -NO C Ause Size Codon S- Custom Size 15 131 - 18 130 +650 14.131 - 15.130 +65.0 80.0 -80.0 15.131 - 18.130 +80.0 1 -110.0 Shortest 12.464-14.130 +65.0 -80.0 14.131 -18.130 +00.0 1 -110.0 EgL.04te 24964 +65,0 -&1.0 12.484 - 14 130 +80.0 1 -110.0 Custom Sze 22.131 -24 063 +85.0 -80.0 Custom Size StanOrd Proiew 20.194-22 130 +65.0 -80.0 49' CuMm Size 18131-20.193 +85.0 80.0 20.131 -20.843 +30.0 I -11D.0 Custom S" 18 131 - 18 130 .650 -80.0 J Costar Size 14.131 -16130 +85.0 80.0 - Snortut 12.454 14.130 485.0 80.0 12.464 - 14.130 +800 -110.0 Eq.1- a 25.Tr7 +65.0 -80.0 ~o Custom Size 24.131 - 25 778 +65.0 -900 Stardaro Pnrrew 20.844 -24.130 +65.0 -80.0 - SO Custom Size 2D.131-20.843 +65.0 -801 ~ -W Custom :,rze 1613--20.130 +65.0 :800 18.131-20.130 +80.0 -11 D.0 Cuadm Size 16.131 - 18,130 +65.0 80.0 Custom Size 14.131 -10.130 +65.0 80.0 Equal -lite Shortest 12.464 -14 130 +650 80.0 38.131-3&463 +60.0 -1100 Eq"Hlte 31.984 +65.0 -WO Custom Size Custom S'Se 28.131 - 31.963 Cat -Size 28131 30.130 +80.0 -110.0 Standard P- 25 794 - 28,130 +650 -800 Custom Size 24 131 -25.793 +65.0 ' 80.0 63" Custom Size 22 131 - 24 130 +660 800 Custom Slze 20.131 - 22130 +660 80.0 Custom Slze 18131 -20.130 +65.0 80.3 Custom Size 18 131-11131 +65.0 80.0 Shortest 13.194' - 18.130 -65.0 80. D Eg1al-iite 38.481 +85.0 80.0 Custom Sirs 38.131 - 38483 +65.0 80 0 76' Custom S¢ 34131736. _I3D +650 80.0 StardaC Prouew 30994-34.130 +65.0 -30.0 Custom Size 30.131 .30+9W +66.0 -80.0 Custom Size 28.131 - 30.130 +65.0-80.0 Shortest 2e.194• - 28.130 +85.0 80.0 EqueHits 42.464 +65.0 -80.0 54"Custom Sza 30.131-42463 +85.0 800 StaMaN P-1 34194'-38130 +55,0 1 BD.D L� 5116" NOM f GLASS STACK .099' PVB 118" HS GLASS 1�GLASS 30 20 112" NOM. GLASS BITE 14 34 GLASS TYPE 4 _y)7176' NOM. I-- GLASS STACK 3/16' AN GLASS *30�716,JT LASS ETE TAR[ F 5 Design Pressure for Glass T es 8-15 13116, NOM. GLASS13116'NOM GLASS STACK I~ GLASS STACK GLASS '090' PVB .090' PVB AIRSPACE 31 3116" AN G 116- AN GLASS 71 74 ®°R EXE E 112" NOM. EXTERIOR GLASS SITE GLASS BITE a 7.73 GLASS ®OR 1.13 GLASS TYPE 6 TAR[ F 5 Design Pressure for Glass T es 8-15 13/16" NOM. GLASS13116'NOM GLASS STACK AIRSPACE '090' PVB 3110'TP GLAS t/8"AN GLASS 31 74 ®oR 31" Standard ProvM 12.694-15.963 +80.0 -110.0 12' NOM. EXE E 12.454-12.993 +80.0 AICLO EXTERIOR GLASS SITE ^ r S�pR 5 Size 7.73 GLASS TYPE 7 TAR[ F 5 Design Pressure for Glass T es 8-15 13/16" NOM. Bottom Sash Description for Gi1eh Range Sash Hsigrd Tp To Tp Wid:h Rage 0n) 53-118'• 24" Equal-IRe 12484 +60.0 -Iiao 118'ANG Equal -lite 15.984 +SO 0 -110.0 31" Standard ProvM 12.694-15.963 +80.0 -110.0 12" NOM. Shortest 12.454-12.993 +80.0 AICLO EXTERIOR EZ.14its 19.552 +60.0 -110.0 Standard Prom ew :5.944 - 19.651 +80.0 -110.0 38-VTCus[am Size 15 131 - 15 D43 +30.0 -1100 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED Custom Size Shortest 14.131 - 15.130 +80,0 -1100 12.484 - 14.130 +80.0 -110.0 7873 Egtd-ICe 22964 +50,0 -11 D.0 Costar Sae 20.131-22 983 +SOO -11 D.0 Standard Pro 18.594 - 20.130 +80.0 -11C.0 45" Cwtoin Size 1&131 - 18.593 +80.0 -110.0 Custom Sizs 15.131 - 16 130 +SOO ' -110.0 " CUstOm Size 14.131 -15.130 +00.0 F Shortest 12.484-14.130 +80.0 -110.0 Z Orn $ Egtd4ite 24.964 +80.0 -110.0 Costar Size 22131-24.963 +000 -110.0 Standard Pre- 20.194.22-130 +800 -110.0 49" C Ause Size 18.131 - 20.193 +80.0 -110.0 Ctatom S¢s 15.131 - 18.130 +80.0 1 -110.0 Custom Size 14.131 -18.130 +00.0 1 -110.0 W Shortest 12.484 - 14 130 +80.0 1 -110.0 - s Egt•Wle 25.777 +80.0 -110.0 Custom Size 24.131 - 25.776 +80.0 -110.0 o Slad•d Prrniew 20.M4-28.130 *BO.a j -110.0 F 7 Custom Sae 20.131 -20.843 +30.0 I -11D.0 5,8" Custom Size 18.131 .20.130 +80.0 1 -1100 J CmIm Size 31-18.130 +80.0 -110.0 18.21-18-130 Z C-. Size 14.131 18.130 +80.0 1 -110.0 O Shortest 12.464 - 14.130 +800 -110.0 E1u441e 31.964 +83.00.0 d Custom Size 28.131 - 31.963 +80.0 1 -110.0 Stallard Prov- 25.794 - 211.130 +80.0 -110.0 CustanSrze 24 131 - 25793 +80.0 10 -1 0 BY Custom S¢e 22.131 24.130 +80.0 -110C Custom Size 20.131 - 22.130 +90.0 -1100 Custom Size 18.131-20.130 +80.0 -11 D.0 Custom Size 18.131 - 18.130 +80.0 -110.0 Srorteel 13.194` - 16 130 +800 -11 D 0 Equal -lite 3&464 +80.0 -1100 Custom Size 38.131-3&463 +60.0 -1100 78- Custan Sze 34 131-36130 +80.0-110.0 SIP-- 30.994 - 34.130 +80.0 -110.0 Custom Size 30 131 - 30.993 +900 -110.0 Cat -Size 28131 30.130 +80.0 -110.0 Shortest 26 194' - 28.130 +50.0 -110.0 EciLeRte 42.484 -SO.D -110.0 84' Custom Size 38.131 - 42 483 480.0 -110.0 Standard Pro- 34 194' - 38.130 +80.0 -110.0 MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS. TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS. BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS. TIP TO TIP HEIGHT -49806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48 806 090' SG 1/16' AN GLASS 30 3/1✓�GLASS zs 12" NOM. MTVRQR GLASS BRE a74 3a GLASS TYPE 8 -I 13/16" NOM. D90' SG I~ GLASS STACK AIRSPACE 090" SG AIRSPACE 118'ANG VII- HS GLASS 31 74 ®OR 12" NOM. EXTERIOR 12 -NOM EXTERIOR GLASS BITE GLASS SITE a 70.73 ®OR 5 GLASS TYPE 13 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED R 7.73 7873 GLASS TYPE 10 -I NOM. GLASS f GLASS STACK D90' SG AIRSPACE AIRSPACE 118"TPGLaS$ US' HS GLASS 31 74 ®OR 31 74 12" NOM. EXTERIOR 12'NOM. EXTEROR GLASS BITE a a 70.73 ®OR 5 GLASS TYPE 13 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED a1 ® 70-73 7873 ®OR GLASS TYPE 12 .090" SG 3'16' HS GLASS 30 3116" H§ GLASS 26 1j 12" NOM. EXTERIOR GLASS BRE 74 34 GLASS TYPE 9 13116'NOM. ••• GLASS STACK GLASS AIRSPACE 090' SG AIRSPACE 3/16" AN GLASS 3116' AN GLAS 118' HS GLASS 31 74 ®DR 5 I 12'NOM. EXTEROR 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • GLASS BITE a 70.73 ®OR 5 GLASS TYPE 13 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED a1 ® 70-73 GLASS TYPE 14 .090" SG 3'16' HS GLASS 30 3116" H§ GLASS 26 1j 12" NOM. EXTERIOR GLASS BRE 74 34 GLASS TYPE 9 13116NOM. GLASS STACK 090' SG �� 13116" NOM. ••• GLASS STACK 090" SG AIRSPACE 31 118' AN GLASS 3/16" AN GLASS 31 74 GOR EX1ERpR 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 TF: • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE • • • • 12" NOM. E%tER4x1 a 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • GLASS BITE a 70.73 ®OR 5 GLASS TYPE 13 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED R 70-73 GLASS TYPE 11 13116NOM. GLASS STACK 090' SG AIRSPACE ••• 118' TP GLASS 3118" AN GLASS 31 74 &OR 5 31 74 12" NOM. EX1ERpR 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 TF: • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE • • • • 12 -NOM. GLASS BITE a 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • GLASS BITE a 70.73 ®OR 5 GLASS TYPE 13 • •• • • • • ••• • •• ••• •• • • • •• •• ••• 13/16" NOM. { GLASS STACK ••• 090" SG AIRSPACE 3/16 TP GLAB 118" HIS GLASS 31 74 (90t 5 _ 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 TF: • 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE • • • • 12 -NOM. EXTFRIDR • • AN= ANNEALED 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. • • GLASS BITE a • TP - TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED 70.13 [SNOB s \/ GLASS TYPE 15 • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• %WD041ZE. • • O 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 TF: • 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 FIT WITHIN. • • • • • • • • TP - TEMPERED 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF -65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED W HS= HEAT STRENGTHENED ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W 03 Y zo 9 O tr1 H m 0 N i'u O� Z O z J 0C Q J O n w W Z o C) L a U U 00UJI o, v F 00 a JQ " LU > a F J5t0 Z Orn $ Z ZD .- O ® W ig Z ± F 7 � O J 00 r Z m I.- O J d to Q 7� 111 7777 * No.58705 � IS�ATTE01 //7j 70NAL tE 11• A. LYNN MILLER, P P E Y 5P706 TABLE 8' MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49 808 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 TABLE 8B'. Glass Type Description (Listed from Exterior to Interior) 1 1/8"AN, .090" PVB, 116" AN 2 13/16" LIG 118" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13116" LIG 118" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 1/8" HS, .090" PVB, 1/8" HS 5 3116" AN, .0911" PVB, 3/16" AN 6 13116" LIG: 3116" AN CAP, AIRSPACE, 1/8' AN, .090'• PVB, 1/8" AN 7 13116" LIG: 3/16" TP CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN Vz M �w U) Z O ZLL (gyp m s o� 7 0 =LLLu v WZ� c Q oo Z — (� _ W J M LL O N �Haooaao�ooaoaao©ao©Ho©© Q 3 N O Z 0 g ®� ©©nangu©u 2 Euva©©©©©©©©© JU Z (A Ban ono'naonaoaa©!©UM©©©©°©©°© Hao nun !aaon©©©UUnaanHHanH E= anQ©©°©©©�°°©°°°©°°°°° 130�Zll nun ©na©©©,©©©�°°©°°°©°° ��© nHUBBUB ©©©!©©©©©©©©©©©© �=ZmmHno Hau.Hao'©°©!©nuiumu nnu unu ©aH©Ho©ao,Hn©©°©©©Hunan°© ��©HomoaaoHaa;aaa,uuanaa m�Hm aaH HHH HHo,aaa nun �ignu HHH HHn ■ HaonaonaHaHHHna©aanH©HHH �maao HaaHHo!HnH,naaaaa naanaH �HaHHaonaolHaunnannuou nnu � unnunonao, ana'nngaa aaannu a �a un nnoaonHHHHa aaa°Ha'I°na BEE BE HBE!Hna;Uuu unu uH u,u uu BEEHaoHan;HaH HaaHaaMBIBBE �01111anon BE nuunauuu=uoHH 10111�111111111Ha mum a;HaHaaa'HHainaH HnH;uan aHOHnHaaaaanauunaHHHHnaH NEEMMamounnHOHnnIHnuumunHnoun Hao HHo�Hao Haa HaHHaa HaaIHaH 11111111112�- HHo Hnq©Ho,aaH',HaHOHa HHH HHH ®�Haonao,©aH�aaHaanaHHaHHHa © °O°ao'Hau aanaa©aanaa'Haa �aHo!naonHOHaH' nun HnaaHnaaa ©Hol©©°H S©a° ©©©'©©©i©©©©©©©©© � Haonao©aoHaaHHon ana �=30=Hao,anonuaaa HnannuHHH;Hnu NEMMa1HaoHnHHaoHa�HHHHHuH uluuu � amH�HHoHHHHHHHHHiHHauuunaa,HHH ©Uj©H�g©©©©° HHoaoo, HHonna!,aanon Hunan ��MEMMaa0HH0'HH Mum a'Emu ;onH unu HHH �oannaooaooaa!oaaoaaoHaoHH Hoo©oo;nunion HumpuaHOH°oH nHooHo:oHBUMI oHonnaUMUGHa MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT -49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49 808 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 TABLE 8B'. Glass Type Description (Listed from Exterior to Interior) 1 1/8"AN, .090" PVB, 116" AN 2 13/16" LIG 118" AN CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 3 13116" LIG 118" TP CAP, AIRSPACE, 1/8" AN, .090" PVB, 1/8" AN 4 1/8" HS, .090" PVB, 1/8" HS 5 3116" AN, .0911" PVB, 3/16" AN 6 13116" LIG: 3116" AN CAP, AIRSPACE, 1/8' AN, .090'• PVB, 1/8" AN 7 13116" LIG: 3/16" TP CAP, AIRSPACE, 118" AN, .090" PVB, 1/8" AN •• ••• • • • • • •• • • • 1)et1P T1TIPbIANS1bN S�-I WN. PO INTEGRAL FIN AND EQUAL -LEG WINDOWS, • • • SUIi�'R WCj;FRdI j fHE IF TW RID ENS ION IN THE TABLE TO DETERMINE THE 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • Q) FOR RADIOS T*I•NINDOWS AND A S�AALLEST WINDOW SIZE IN THE TABLE ABOVE • • WHICH THE:kDIUj-bP WIND jV WILL COMPLETELY FIT WITHIN. 0 a) A014VVS WIT&I TFg LOW Sit: QPTIOV ARE LIMITED TO A MAXIMUM POSITIVE DESIGN • • PRESSUQF*(f +65 ASF. NEGATIVE DES13N PRESSURES ARE UNAFFECTED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LU ? Y w b 0 o ra n (0 w aloe O Vz M �w U) Z O ZLL (gyp m s o� 7 0 =LLLu v WZ� c Q oo Z — (� _ W J M LL O N A �Z Q 3 N O Z 0 g U 2 JU Z (A 'tN`c NS6'!!<1 * No. 58705 = %��••' VITO', •'fV�: A. LYNN MILLER, P.E. P.E.# 58705 IMULt /. Anchor Quantities Required for "Through -Frame" Installation le u Ing Glass Types 8-16 Jamb Description (Listed from Exterior to Interior) 1-h 3/16" AN, .090" SG, 3/16" AN Sash Height U,© I GDaaGn W wn erge Re^9e (m) R I m I EgwH4e 12 464 1 12 13116" LIG: 138" AN CAP, AIRSPACE, 3116" AN, .D90" SG, 3/16" AN Equal -lite 15964 1 2 31" Standard PnW- 12 994 - 15 963 2 2 13116" LIG 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN Stmrtest 12464 - 12.993 2 2 U, Equal-lite19652 2 2 13116" LnG 3116" TP CAP, AIRSPACE, 118" HS..090" SG, 118" HS Slenderd Prwew 15.944 - 19 631 2 2 38-3fN' Custom Sita 15.131 - 15 943 2 2 aa,aaa'aaa,aaalaaa!aaa Cwtnm See 14131 15 130 2 2 = Shufesl 12.464 -14 130 2 2 �aaaa©a© EquaHita 22 964 2 2 aa,aaa'aaaaaa,aa©aaa "tan See 20.131 - 22 963 2 2 • • Standard PrWew 16.594 - 20130 2 2 45" Cwlan size 16 131 - 18 S93 2 2 • • Cwtom Size 15.131 - 18 130 2 2 ••• C ilom Size 14.131 . 15.130 2 2 ©©aa Shertnt 12.484 14130 3 2 �o EgwHlte 24966 2 2 • Cwtom Size 22131 - 24.983 2 2 O §w4iod PrW- 20.194 - 22.1 2 2 49" Cus101n Size 16.131 - 20 193 2 1 2 } Custom Size 16.131 IS 1303 2 Cualan Size 14.131 - 16 133 3 2 Z a Shortest 12.454 - 14 130 3 2 Equa-llit, 25771 2 2 Custm Sae 24.131 - 25.778 2 2 oQ Standard PmWttw 20.844 - 24 130 2 2 Cuslwn S40 20.131 - 20.643 2 - I • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEI80 GHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.6 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS. BUCK HEIGHT -48 806 Glass Type Description (Listed from Exterior to Interior) �a©©aooao�n,umu©©©'I 3/16" AN, .090" SG, 3/16" AN 9 U,© I 10 ��©©o©©a 11 13116" LIG: 138" AN CAP, AIRSPACE, 3116" AN, .D90" SG, 3/16" AN 12 13/16" LIG: 118" TP CAP, AIRSPACE, 118" HS, .09(Y" SG, 1/8" HS 13 13116" LIG 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 14 U, U©©©©'©©©©©©EU 13116" LnG 3116" TP CAP, AIRSPACE, 118" HS..090" SG, 118" HS INIMAMM—OMESMOMMUNU O 0 LL S _ ov aa,aaa'aaa,aaalaaa!aaa • • = • • �aaaa©a© • aa,aaa'aaaaaa,aa©aaa • • • • • • • • • • • • ••• • ©©aa ©aaa �o ©©BRUMIU©©a©MIU©© • MEMMOMMaaa O aaa ©©aaaa,aaaaa©,oa©oaa J } �o©a oaa Z a mm��aaaaaaaaaaaa'aaaaa©aa©aaa oQ ��©aa aaa aaa,aaa as©aa©�aaa,aaa o C:) � w U g x U °�©©©©o©ao© ©N© v©©v©©©© (1) la�i©©©aaa©oaa ©a'©©aa©©v©© aa©aa©a®aaa ��aova©an©a v©aaaa,oa©oma a©a ��aaaaaaaoa,aaaaa©©aaaaaa©a ��aaaaaa:aoaaaa,aa©;aa©ooawaa ��oaaaaQoaawa©oa©aaaaaaaaa • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS TIP TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEI80 GHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT - 49.6 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS. BUCK HEIGHT -48 806 Glass Type Description (Listed from Exterior to Interior) 8 3/16" AN, .090" SG, 3/16" AN 9 3118" HS, .090" SG. 3116" HS 10 13116" LIG: 118" AN CAP, AIRSPACE, 1/8" HS, .090" SG, 1/8" HS 11 13116" LIG: 138" AN CAP, AIRSPACE, 3116" AN, .D90" SG, 3/16" AN 12 13/16" LIG: 118" TP CAP, AIRSPACE, 118" HS, .09(Y" SG, 1/8" HS 13 13116" LIG 1/8" TP CAP, AIRSPACE, 3/16" AN, .090" SG, 3/16" AN 14 13/15' LIG. 3116" AN CAP. AIRSPACE, 1/8" HS, .090" SG, 118' HS 15 13116" LnG 3116" TP CAP, AIRSPACE, 118" HS..090" SG, 118" HS •• ••• • • • • • •• • • 1"T �TIf lIN DONS"WN_ Tt? INTEGRAL FIN AND EQUAL -LEG WINDOWS, • • sSj)t;rRA T C FR HE P TJPj11MENSION IN THE TABLE TO DETERMINE THE WN -DOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • •1) FOR RADIIIS IL10LSINDOWS.r1AD A ?MALLEST WINDOW SIZE IN THE TABLE ABOVE • WHICH THE BADIUJ TOP WIN WILL OMPLETELY FIT WITHIN. J) YJI••NDQWS W l- j TiJE LOW SII OPTIOY •RE LIMITED TO A MAXIMUM POSITIVE DESIGN • • PRESSLWr*QF +65*SF. NEGATWE DESI*N PRESSURES ARE UNAFFECTED. •• 0:0 • • • • 0:0 •• • • 9i ❑ �{ p U) �� i a � co Z O 0 LL S _ ov • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • W o� Y 9i ❑ �{ p U) �� i a � co Z O 0 LL S _ ov W pZp W u co F- a, Baru LU ^O i Q Z o Z — Z 5 W J M O ® N J } Z Z a aa.. oQ Z o C:) � w U g x U 2 Q Z (1) �``�1WWy1LYM CENgN4f *��• No. 587 5 0,T X411 AL E� A. LYtf�l mittiR, IPE, P • 58705 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2. THIS SHEET EDGE DISTANCE r TIP TO TIP HEIGHT EXTERIOR a 1" WEEP NOTCH AT EACH END SASH VISIBLE LIGHT HEIGHT L_ _T — — — _r__--_ • • 1 ••• • • i INSTALLATION \_DADE APPROVED MULLION, FBC ANCHORED THROUGH FRAME AND 1X COMPLIANT ALUMINUNVSTEEL FRAMING BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2, THIS SHEET EMBEDMENT 1/4" MAX SHIM �- ANCHOREDTHROUGH r -T--- ------r--� EDGE FRAME INTO 2X WOOD -----. __- 318" O r FRAME OR BUCKSTRIP. 11• 31" • ,j- Ungrouted CMU, (ASTM C-90) 2-1/2" SEE NOTE 2, THIS SHEET ���� f —= EMBED. [ �j MENT • • Concrete (min. 2.85 ksi) 1" 1-318" 114" Steel Ultracon Ungrouled CMU, (ASTM C-90) --.-1 EDGE ••• P.T. Southern Pine (SG -0.55) 1" 1- - -- L DISTANCE q W - - 1/4" MAX SHIM - - LU z ¢ U g x 27 6 LU N 'S L-- �----1'--J .�.. N0.58705 ts 0' %S/CNAL ''/Illlllllll� A LYNN MILLER, P E. SEE TABLE 3 NOTE B, FOR 30 18 HEADTYPE TYP. ANCHOR TYPE, -A FIXED EMBEDMENT AND VISIBLE EDGE DISTANCE PER LIGHT SUBSTRATE, SEE HEIGHT TABLE8. 32 BUCK HEIGHT EXTERIOR a 1" WEEP NOTCH AT EACH END SASH VISIBLE LIGHT HEIGHT - TYP ANCHOR TYPE, 45 EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 8. a 13 � USE EITHER 1� SWEEP LATCH MIDSPANO2 BOTTOM LOCKS KS 4 _.7 OPTIONAL HI -RISE SILL SHOWN SEE SHEET 10 FOR STANDARD SILL. NOANCHORS - REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS ' VERTICAL SECTION B -B 1/4" MAX INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. EMBEDMENT 1!4" MAX SHIM -:-- I FIXED VISIBLE I LIGHT WIDTH INSTALLATION OPTION 3 \_DADE APPROVED MULLION, FBC ANCHORED THROUGH FRAME AND 1X COMPLIANT ALUMINUNVSTEEL FRAMING BUCKSTRIP INTO CONCRETE/CMU. OR STEEL STUD. MAY BE VERTICAL OR SEE NOTE 2, THIS SHEET EMBEDMENT 1/4" MAX SHIM �- PROPERTIES, TABLE 8. SASH VISIBLE INSTALLATION LIGHT WIDTH EDGE EQUAL OPTION 4 DISTANCE LEG/BOX ANCHORED THROUGH 318" 31 --6@4OR SB BUCK WIDTH EXTERIOR HORIZONTAL SECTION A -A 10, -�{ 1/4" MAX. SHIM Anchor \_DADE APPROVED MULLION, FBC Min. Edge Min. Embedment Distance COMPLIANT ALUMINUNVSTEEL FRAMING P.T. Southern Pine (SG=0.55) OR STEEL STUD. MAY BE VERTICAL OR 1-3/8" HORIZONTAL. SEE SUBSTRATE Aluminum, 6063-T5 min. PROPERTIES, TABLE 8. 0.063" INSTALLATION A36 Steel 38" EQUAL OPTION 4 Q Z LEG/BOX ANCHORED THROUGH 318" FRAME FRAME INTO METAL O r SHOWN Anchor Substrate Min. Edge Min. Embedment Distance P.T. Southern Pine (SG=0.55) 9/15' 1-3/8" #12 Steel, 18-8 410 Aluminum, 6063-T5 min. 318" 0.063" or SS Screw A36 Steel 38" 0.063" Q Z Steel Stud, Gr 33 rnin. 318" 0.045" 18 Ga) O r Concrete (min. 3.35 ksi) 11• 31" • 1/4" 410 - CreteF�x Ungrouted CMU, (ASTM C-90) 2-1/2" *.1-1/4",: • P.T. Southern Pine (SG=0.55) 1" }3/8" • • • Concrete (min. 2.85 ksi) 1" 1-318" 114" Steel Ultracon Ungrouled CMU, (ASTM C-90) 2-1/2" 1-114" ••• P.T. Southern Pine (SG -0.55) 1" 1- 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 - 3.23' HEIGHT(PROVIEW) @FIXED LITE. BUCK HEIGHT2+4.28" @SASH. BUCK HEIGHT/2 -11.43- HEIGHT 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 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2 MAS R`�ANCS MAY BE USED INTO WOOD AS PER TABLE •8 �L Oaa BLW S ESS THAN 1-12" THICK ARE TO BE • • ipO SI RE* I)WNSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL • • 4JF L*IIT 16"7ALLOD DIRECTLY TO SUBSTRATE. WOOD BUCKS • • 4DEIVCTBD M 2X AREP1 -1/2"THICK OR GREATER. 1X AND 2X BUCKS • • (UHEN SSEIP) SAkfL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD090 000 *so. A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE • • • 3) V61BLE LIGHT WIDTNOR HEIGHT (ALSO REFERRED TO AS B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAN/HEX/FLAT HEM •YPE IS • • DAYLIGHT OPENING) ISMEASURED FROM BEADING TO BEADING. ALLOWABLE FOR ANCHORS IN THE HEAD. • • • • • •• • • C) "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CME AeLICA:&S. : • • • e • 0 • 0 • W W Y v O w a n adF O In O ^•ti ' 0 N O c% rn Q Z O LL O a F Z LL W O r x LL R S2 C) o • � • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W W Y v O w a n adF O In O ^•ti ' 0 N O c% rn Q Z O LL O a F Z LL W O r x LL R S2 C) o • � d n of e F- t9 = ZO O ()D W H U q W Q O = LU z ¢ U g x J� Q 6 LU N 'S \tl�lll �Il;tt LYN,V ♦.''',, .�.. N0.58705 ts 0' %S/CNAL ''/Illlllllll� A LYNN MILLER, P E. P EM 58705 I FIXED VISIBLE LIGHT HEIGHT J— BUCK Substrate HEIGHT 63 Distance Embedment 2-1/2" x .113" Box Nall P.T. Southern Pine (SG=0.55) SASH 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) VISIBLE 2-1/2" x 145" Roofing Nail LIGHT 3/8' 243* HEIGHT P.T. Southern Pine (SG=0.55) • 3/8"0 • 2.4811 P.T. Southern Pine (SG=0.55) 1/2" 1.375 EXTERIOR 16 5/16" 0.125 11,012 Steel, 18-8 18-8,x410 SS Screw I"�EP 42 O.OS NOTCH AT 0.045" (18 Ga) Steel Stud, Gr. 33 im. EACH END 0.0 TYP ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE: SEE TABLE 9 (SCREW SHOWN) ` EDGE DISTANCE I-+ EMBEDMENT + - — EDGE �I DISTANCE EMBEDMENT i 2 SHIM I I I �'I r III 18 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. 1/4" MAX. SHIM 13 USE EITHER 1 SWEEP LATCH @ MIDSPAN OR 2 46 55 BOTTOM LOCKS STANDARD SILL SHOWN. SEE 33 PREVIOUSSHEET� 6 FOR OPTIONAL HI -RISE SILL. TABLE 9: MAX SHIM EDGE DISTANCE EMBEDMENT VERTICAL SECTION D -D 1/4' MAX SHIM rFIXED VISIBLE f LIGHT WIDTH 1/4" MAX SHAM SASH VISIBLE LIGHT WIDTH 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. I #10 OR 012 STEEL I SELF -DRILLING SMS (G5), SEE TABLE 9. I I INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Min. Distance Embedment 2-1/2" x .113" Box Nall P.T. Southern Pine (SG=0.55) 9311`11 6'v • • 2K3% 2-1/2" x .131" Common Nail P.T. Southern Pine (SG=0.55) 0 3/8' • 2-1/2" x 145" Roofing Nail P.T. Southern Pine (SG=0.55) 3/8' 243* 1/2" x 145" Roofing Nail P.T. Southern Pine (SG=0.55) • 3/8"0 • 2.4811 P.T. Southern Pine (SG=0.55) 1/2" 1.375 Steel Trusshead Screw o 0.125' Aluminum, 6063-T5 min. 5/16" 0.125 11,012 Steel, 18-8 18-8,x410 SS Screw 0.050"A36 Steel • S/f6• O.OS 0.045" (18 Ga) Steel Stud, Gr. 33 im. 5/36" 0.0 EDGE DISTANCE � i EMBEDMENT 1 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 8 FIXED LITE' BUCK WIDTH - 4.12" HEIGHT (EQUAL -LRE) BUCK HEIGHT2 - 3.23" HEIGHT (PROVIEW) @FIXED LRE: BUCK HEIGHT/2 - 4.28" @SASH BUCK HEIGHT/2 - 11.43' HEIGHT(CUSTOM SASH) OFIXED LRE BUCK HEIGHT - SASH HEIGHT -2.55" @SASH: SASH HEIGHT -4.60' NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE • • •ANC S LISTED ON TABLE 9. FOLLOW • • &EMVDMENT AND EDGE DISTANCE LIMITS. ANY • • •NUALLATION OPTION SHOWN MAY BE USED • *ON ANY SIDE OF THE WINDOW. • • • 02) %AI LE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. •• ••• ••• • • • 1. • • A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • • • • • • •• • 0 000 • • a • • ••• • • • ••• • • O y O UOi (7 N titY o � �� ` Z 6z D u- S W O Z O m s � -� f` L) V Co o o� op ap )_W Q ;lnr, Or 7 aUl Z O Z U O Z 0 � LL O m = L) cn ® WW W m J • O X Z Z rn LL O � q Z tL O W r 2 U J Z cf) 8m. LYNAt * : No. 58705 ' -O FIT.Qj !V "ZORIOl" •''G\�� A LYNN MILLER, PE P E # 58705 2.848" f� .062' 1.489' 062' tO FLANGE FRAME HEAD 2.798" -moi 2.841" 06z' ^ O FLANGE FRAME SILL 1J SASH TOP RAIL 2.848' 1.1125" f 2.112" .062' OINTEGRAL FIN FRAME HEAD 2.798' 41 I 3 468" - 2" f 2.80- 062" 987 1 O EQUAL LEG FRAME HEAD 2.798" 2.341" .062' -� _--I- 1 - � I1 1.125" 1 O EQUAL LEG FRAME SILL OINTEGRAL FIN FRAME SILL 2.273" 1 2.n2 .062" -�{ 1.300" �- 120' 2.211" .062"--�'II-�- 14 FIXED MEETING RAIL SASH BOTTOM RAIL 6 HI -RISE z.ss6" 062" 2 724" l I OFLANGE FRAME JAMB 3.508" 067' FLANGE FRAME SILL a HI -RISE 2.273" --►{ 1 .062" UU 2.105" 1235" IA 1.300" 1.300" {�-- M SASH BOTTOM RAIL n SASH SIDE RAIL 11.446 1 1.522' --11-J_ � +� .040" I �"I .634' f 465' � -�'1 61 T' � � --� 4 .627' 96" [:041113) .813" .802 .802 .802' 1.370" j�-.070" .070' f } .045" -► .050" HEAD 1a COVER ANCHOR 1y SASH STOP COVER ®IG BEAD ® IG SNAP BEAD O 5116' LAM] BEAD (D 7/16" LAMI BEAD 3185" .062" 2.724' 1.125" OINTEGRAL FIN FRAME JAMB 2.798" 4.133' .062" 1.125" 11 INTEGRAL FIN FRAME SILL - HI -RISE SILICONE STRUCTURAL POLYISOBUTYLENE 114" NOM. WITH DESICCAN� EXT GLASS �� INT. GLASS 70 KODISPACE 4SG TPS 2.060" -------- EQUAL EQUAL LEG FRAME JAMB 2.798" -I O12 EQUAL LEG FRAME SILL HI -RISE HOT -MELT BUTYL STRUCTURAL 3/16" NOM. SILICONE FOAM WITH DESICCANT EXT. GLASS INT GLASS 71 SUPER SPACER' NXT T • %LUAIAISA • • • • DESICCANT FILL • 'IT PSLYISeBNTYLENE R!56NFORCEME9 • • • • • SEAL 5/16" NOM. • • • • • • ROIL -FORMED SILICONE SEAL • 4BUTYb81 • • TA�46ESS STEEL DESICCANT FOAM / EXT GLASS yT. GLASS z",t j00 0:0 � • • • INZ GLASS• � • • � • � INT GLASS • • • 72 DLI SEAL 9 0SP CER • os 73 XL EDGE- SPACER •Q • • • • • • • • • • ••• • • • •• •• `\111111111 r, , �� •�1GENSF'•. ���: *.. Lu ur O w O p ")`r a:n0 Q C7 N O m ��i77i11 J 3� X U) z 0 -- LL m i U Z O = L o o¢ v R 0 r W_Ud Z _ �N QW J i Z a Z 0 z LL O O ® W J c (� = Z 0) Z Oo ~ r U Q W � . •; a5 N0.58705 7k = Ll SAT OF '4 4/i ''., CONAL,11 1111 A LYNN MILLER, P.E. P 0 58705 I #m PGT Part# Description Material 1 642001 Head, Flange Alum. 2 3 624017 624028 Head, integral Fin Head, Equal -leg Alum. 6W3 -T8 Alum. 6063 -TB 4 624004 Jamb, Flange Alum. 6063-T6 4A 16 kal Jamb, Flange (Used For Alternate Radius Top Head) Alum. 6063-T52 5 624020 Jamb, Integral Fin Alum. 6063 -TB SA • 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-T6 11 624019 Sill, Hi -Rise, Integral Fin Alum. 6063-T6 12 624030 Sill, Hi -Rise, Equal -leg Alum. 6063-T6 13 624006 Sash Top Rail Alum. 6005A -T61 14 624005 Fixed Meeting Rail Alum. 6005A -T61 15 624012 Sash Bottom Rail - Hi -Rise Alum. 6063T6 16 624068 Sash Bottom Rail Alum. 6063 -TB 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Coker Alum. 6063.76 19 624015 Sash Slop Alum. 6063-T6 25A 624009 IG Bead Alum. 6063-T5 256 624011 IG Snap Bead Alum. 6063-T5 26 1 624013 5116"Lam! Beading Alum. 6063-T6 27 624026 7/16" Lami Beading Alum. 5063-T5 30 6TP247 Glazing Bead, Bulb Vinyl for #624023 Vinyl 31 6TP248 Glazing Bead, Bulb Vinyl for #624009 & #624011 Vinyl 32 724046 Sweep Latch (Q Top Rail) Cast Ziric 33 624049 Bottom Latch Sill) Alum. 6063-T6 34 Setting Block (1/8" X 112" X 4") Neoprene 354 IG Setting Block (1/8" X3/4" X4") Neoprene 35B 724014 IG Snap Selling Block Vinyl 36 724044 Bottom Rail Weatherstrip Extension 37 724053 SJI Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .270" x .18T', Fin Seal MR) 44 67S16G Weatherstrip, .170" X .270', Fin Seal Sash Side Rail) 45 Weatherstrip, .170" X .187', Fin Seal (Q Top Sash Rail) 46 varies Balance with Coaer & Trim Rigid Vinyl 51 781PSQX #8 X 1" PH SMS (Assembly) Stainless Steel 55 7834AA #8 X 3/4" Ph. PN SMS (Balance) Stainless Steel 63 - Alum. Screen with Fiberglass Mesh Varies - Kommerling Kodispace 4SG TPS Quanex Super SpacernXTSee Sheet 10 ri L72 - Quanex Duraseal Spacer Materials - CardinalXL Edge SpacerMatea - Dow 791, 899 or GE 7700 Backbedding Si,icane JAMB ASSEMBLY DETAILS FOR Cl Akl(`C CDAkdCQ JAMB FIXED MEETING RAIL SASH BOTTOM RAIL INTERIOR ti • • • �'' • TA§tk 10: MATERIAL PROPERTIES USED • • • • 1 • R ANCHORAGE CALCULATIONS • •• • • • • •• •• • • • NOTES: ••• •:• • ••• •• • • • 1) ALL CORNERS TO USE GASKET AND/OR SFAL:4 • • 2) SOME PARTSIOPTIONS NOT SHOWN ON DRAu FOR :'NITV • • • • • • • Material Min. Fy Min. F, Steel Screw 92 ksi 120 ksi • 18-0 Screw W ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco U@raCon9 155 ksi 177 ksi 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi 5 Aluminon 16 kal 22 ksi A35 Steel 36 k& 58 ksi G• 33 Steel Slud 33 ksi 45 ksi ••• • • •• • ••• • - 41 • • • • • • O • • ••• 0• O O Z LL 0UJ s • 0 • • • • • ••• ••••• • J • • • •• •• _� h Z $ Z `\11111 Ill llllii NV LYNN .'• or, ENs,� No. 58705 • S A3OF C(/` OR Op' S,S/0NAL 1� `• A. LYNN MILLER, P E P. E.0 56705 m W = rYn O � o p to zy O _ a O J O �m CQ Z O O Z LL 0UJ s _ 0 = W L) o� d n Z O x a J J �k O.MC Lu ¢ _� h Z $ Z ZJ LL O ® m J LU O ai C7 (r ~ N Z o 0 O U Z w O ¢ m `\11111 Ill llllii NV LYNN .'• or, ENs,� No. 58705 • S A3OF C(/` OR Op' S,S/0NAL 1� `• A. LYNN MILLER, P E P. E.0 56705 8/12/2019 Florida Building Code Onlin3 r. hnr f } �j . • CZ=t -- " --' BCIS Home I Log in I User Registration Hot Topics I Submit Surcharge I Stats & Facts Publications I Contact Us SCIS Site Map I L,nks Seurcr bProduct ^i Approval USER: Public User r ( ..----,pProduct Approval Menu > Protluct or Application Search > AQp'-c,ti-n LA > Application Detail FL tt Application Type Code Version Application Status Comments Archived Product Manufacturer Adcress/Phone/Email ALthorized Signature technical Representative Address/ Phone/Ema:l Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL15210-R6 Revision 2017 Approved V Plastpro Inc. / Nanya Plistics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsu!tants.com Vivial Wright rickwgrwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angri,!s, CA 90045 (440)969-9773 Ext 18 scott)ohnsonC)plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Ilorida Registered Architect or a L,censzd Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE -43409 Qua[ y Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J. King, P.E. V' VzMation Checklist - Hardcopy Received Certificate of independence Referenced Standa-d and Year (of Standard) FL15210 R6 COI (a) rrrt `icatP of IndPonndPn,r,.pd Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 https-//www.floridabuilding.org:pr/pr app_dti.aspx?param=wGEVXQwtDgv3yVVKJZ1QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3dp/%3d 1/4 8/12/2019 Florida Building Code On"ne G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Equiv {a) Er-jiv-'^ncy of Stande-ds.z�f Sections from the Code 'Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R6 lI (b) Iiet 15210.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Ycs Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any FLIS210 R6 AE (b) Eva[ 15210.1.pd additional use limitations, nstallation instructions and product Created by Independent Third Party: Yes particulars. f 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or i Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outsw,ng (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes •000.0 i Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R6 AE (W va 15210.2.pdf • • • 0000•• l 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Product Approval Method Method 1 Option D • • • • 0.0.0 • • I Installation Instructions FLIS210 R6 II (b) Inst 15210.3.pdf Approved for use outside HVHZ: Yes 0 0•••• • • 0000•• Design Pressure: N/A Evaluation Reports 00000•0• • • • Date Subm tted 08/13/2017 15210.4 I d. Smooth/Wood Gre`n/White Wood • • • • • • Gram/Rustic/Mahogany Series O (X - Configuration) 0000 •• • • • Date Validated 09/18/2017 • • • • • 0000 • •• 0000• Date Pending FBC Approval 09/20/2017 • 000000 • • • • • • • • Date App-oved 12/12/2017 • • • • •• •• •• 0000•• • 0000•• • • Summary of Products • • • • 0000• • 000.0•• FL # Model, Number or Name Description . • • • • ; - - •• • • 00- • • • • 0 `(( • 15210.17, a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single DooP • I Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) • • Fiberglass Door 'Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIS210 R6 lI (b) Iiet 15210.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Ycs Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any FLIS210 R6 AE (b) Eva[ 15210.1.pd additional use limitations, nstallation instructions and product Created by Independent Third Party: Yes particulars. f 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or i Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outsw,ng (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R6 AE (W va 15210.2.pdf additional use limitations, installation instructions and product i Created by Independent Third Party- Yes particulars. l 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswirg (XX; OXXO - Configurations) Fiberglass Door i Limits of Use Approved for use in HVHZ: Yes I Installation Instructions FLIS210 R6 II (b) Inst 15210.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210 R6 AE (b) Evrl 15210.3.pdr additional use limitations, insta;lation instructions and product Created by Independent Third Party: Yes part cu:ars. 15210.4 I d. Smooth/Wood Gre`n/White Wood 6'8 "Impact" Glazed Fiberglass Single Door - Inswing/Outswirg Gram/Rustic/Mahogany Series O (X - Configuration) Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any add:tional use lim.tations, installation instructions and product particulars. 15210.5IF, . Smooth/Wood Gra.n/White Wood ' Grain/Rustic/Mahogany Series O berglass Door Installation Instructions FL15210 R6 li (b) ir�t 15210.4.p�lf Verified By: Lyndon F. Schm.dt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R6 AE (p-) Eval 15210.4.pd Created by Independent Third Party: Yes 6'8 "Impact" Glazed Fiberglass Single Door with Sidelite or Sidel tes - Inswing/Outswing (OX or XO; OXO - Configurations) https://www.loridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQRCFPquggbCgpaL%2fcmdBxBvDdrXKxpoHIdA%3d%3d 2/4 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 730 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product •epoil , epon No.: FL -15210.1 Date: Augmsf 10, 2017 Product Category• Sub Category Manufacturer Product Game :000:9 • • • Swinging Plastpro, Inc. Smooth / Wood .1/ hite Woad Qlain 0 0. 0 0 Exterior Exterior Door 5200 W. Century Blvd. . Rustic / Mp h ogany Doors Assemblies Los Angeles, CA 90045 0 Series O Fiq r91ass Door • • • Phone 440.969.9773 Inswin /Oetswing- "Imp*b • • Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, RE0(Si/ctem 11642994) for 00;00' Plastpro Inc., based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Prodr lct'Aperoval, Depallfbrit of ...... Business & Professional Regulation. :00:0: 0 • • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in thaawwparly 009000 manufacturing or distributing the product or in any other entity involved in the approval process of the product named : • • • •: herein. of • • •• 0• Limitations: •.•• 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.12 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL -15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water Infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL -15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. TEL 01391846 TAS 201-94,202-94 & TAS 203-94 Testing Evaluation Lab., Inc. William Shelton, P.E. ETC -05-255-16776.0 ASTM D 635-98, 638-03,1929-96 & 2843-99 ETC Laboratories Joseph L. Doldan, P.E. ASTM G 26-95 ETC -06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L. Doldan, P.E. ETC -07-209-19303.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Ben Meunier 2. Drawing No. Prepared by Signed & Sealed by No. FL -15210.1 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared bV Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Management ♦♦ $CiH/y/ ♦ F• ....• Institute, certifying that Plastpro, Inc. is manufacturing products within a quality `,♦♦ �`G t` NS ., assurance program that complies with ISO/IEC 17020 and Guide 53. ♦ F'•'•, » No 43409 qtr -:0 STATE STATE OF » �� .A'•.'�4O Q:' �Lyndon F. Schmidt, P.E. 0NAr�♦♦ FL PE 09 8/31/2017 Sheet 1 of 1 � plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING "IMPAcI" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on detaJs. Anchor embedment to base material shill be beyond wall dressing or stucco. 3. When used in the "HVHT'thb product comp,' es with Section 1626 of the Florida Building Code and does not require or impact resistant covering. 4. When used in areas outside of the "HVHZ• requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an Impact resistant covering. This product meets m'isCo love[ "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.I I. S. For 2x stud construction, anchoring of these units shol be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the deta% of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water in .1'tnmtlon requirements for "HVHZ". Al other configurations do not meet the water infiltration requirements for the "HVHP' and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or ovorhang to s7 is less than 45 degrees. 37.50" MAX. OVERALL FRAME WIDTH TABLE OF CONTENTS SHEET# DESCRIPTION SHEET!. DESCRIPTION 1 Typical Elevations, D:.s Pressures & General Notes 7 Horizontal & Vertical Cross Sections (Direct to Masonry 2 Door Panel Deto:s 8 3 -point lock detals 3 Horizontal & Vertical Cross Sections (2X Buck) 9 3 -point lock detals 4 Honzontol & Vertical Cross Sections 1X Buck) 10 Buck and Frame anchoring 5 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 Components 6 V Cross Sections (Thresholds) 12 B7 of materials 37.50" MAX. OVERALL FRAME WIDTH • • • • • • • • • • • • • MA1f. • DESIGNPPdSSLRE (PSF) CONFIGURATION FRAME DIMENSION POSITIVE NEGATIVE 000 x .' 37 s x 82.0" +73.0 751 lbaee [ for nataT ���.; es 5✓B'ij}11fQr1¢ris""•' • • •• • • • • • • • • • • • ••• • • • ••• • o•a. ar. JK r�uc en IFS FL -15210.1 ET 1 of 12 r _in • ....... 1K in �i I On Z o N C a m � W maafn 0 E oZ a �w a°3a • • • • • • • • • • • • • MA1f. • DESIGNPPdSSLRE (PSF) CONFIGURATION FRAME DIMENSION POSITIVE NEGATIVE 000 x .' 37 s x 82.0" +73.0 751 lbaee [ for nataT ���.; es 5✓B'ij}11fQr1¢ris""•' • • •• • • • • • • • • • • • ••• • • • ••• • o•a. ar. JK r�uc en IFS FL -15210.1 ET 1 of 12 2.8" 0.4• --� — EXTERIOR F0.14 • a �' • n 11 -- INTERIOR CAP (PVC) HINGE STILE (LVL) LATCH SELE (LVL) CAP (PVC) 1 HORIZONTAL CROSS SECTION 2 3575' MAX OA, WIDTH D El E3 Z o b o rs rn O Tci X SEE HARDWARE TABLE SEE HARDWARE TABLE 2 DOORPANEL 40 Plastpro Fiberglass HARDWARE TABLE MAMIFACTIMER MODEL �wT•_DE;IGN _ . , rR�ssu�E . KWIKSEF KNOB: SIGNATURE SERIES ± 75 RY DEADBOLT: SIGNATURE SERIES (980) SCHLAGE KNOB: "F" SERIES (F51) ± 7S DEAD80LT; B' SERIES (860162) PAMEX LEVER: FLU SERIES ± 75 �I DEADBOLT: F07 SERIES HOPPE MULTIPOINT LOCK; HIS9000 3 -POINT TONGUE +-5o ENDURA MULTIPOINT LOCK: TRILENNIUM 3000 (3-Pn ±75 See sheets 5 and 6 for multipoint lock detaEs. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • left i RY In �I "•-"...... \� JOm10 o n m Z U N •; V F i ;Z4 w m TOP RAIL \ o c w (COMP.) m a a 8 w 9 p _ E mo a •'•0' U0 2Q J Q i OEO Q] J Z m � s N N e• g a INTERIOR EXTERIOR se x m FOAM CORE (POLYURETHANE- s n 1.9 PCF MIN.) e N N •Z W W rn O m W) ,'• FIBERGLASS SKIN e . �.' < k (0.125 MIN. THK)�` 1Z • •Bo a ::.."•.; : �_ Z •C P • • w..;.;• N ^ - EJ •• ••• •• • • —� DATE T smqM N.T.S. mvc. sr; JK • • • • • • s VEMAL CR SS StCAON CHK rn: LFS .. . 2 . • • MOW Na.: ro . • • •• • • • •• . •• FL -15210.1 • • ••• • • • mm 2 oFjZ 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 3 3 5 6 El 0 Z ''111111••111\ OZ 9 (� U N •• \` 9 Hz 0 e LL 3 i( v0 3 �w 1 2a 4 4 Y 1 Fm 5 i 5 � 1 2 zg` 7 3 0 1-1/4" MIN. z� E 7 % EMB. (TYP.) aco N 8 2 1 'Ia C 6 6 6 015' 813 .d L C'SINK C °° a > 0.15'C-SINK (TyP•) D �c �c m ITYP) E ° ° 1 2 INTERIOR D a 1 NN q . V) 7 ,/� 7 8 W W o 40 ) ? N d. • D � � � 0w w� LA a S d eD, s r W ao,r- ` EXTERIOR 1-1/4" MIN. L 9 27 E EXTERIOR • • i 1 1�RI Ri • • • `�' IMM 02116112 EMB. (TYP.) 40 , D o WALL N.T.S. 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SEC110N 3 ai'r• B* JK Outswing shown (Inswing sirrwor shown In savior � � ]VERTICAL CROSS SECTION DRA sr. LFS 3 � J 3 �1MT19 �9 I v Ou�i; *own Qrtswir>g•imia{ � • : • 0:0 auWwo kV- FL— 152 10. 1 a:FL-15210.1 • • • • • • • • • • • sxm 3 ov 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • 0:6 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • tun. �'�,�j'•. �b.� A c n M IIIII 1111\• N UHmZ yp � � ■zd W �r on �NY V� maa� 4 C Z E E A E gF S ra C 2 1 Cm v> ° ZppX �p �V �. E �C N e RMrc Oy 7 N 7 Z� a INTERIOR 40 ' a G ' . A a e� Cd e. 40V n r r N 11 EXTERIOR Z 11 7 1 2 9 27 G m EMS. 9 O 1-114' Ml EXTERIOR INTERIOR mEMB. > > i HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION 4 Shown w! I X sub -buck q Shown w I X sub -buck 4 Shown w/ i X sub -buck z Outswing shown (Inswing sinVior) Outswing shown (l nw'eig sin*0 Outswing shown (Inswing •• ••• • • similar) • • • •• N ^gyp ~ 2 • • • • • • • • • uor:02 16 12 •• ••• •• • • • •• o scue N.T.S. owc. er. JK m CHK BY: LFS 3 •• ••• • ••• ••• ••• DRAMW NO: • • • • • • • FL -15210.1 • • • • • • • • • • • • sHm 4 or 1 • • • • • • • 0:6 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z 'moi �••- � � � n `�� = m ° z U Y Eo, zSzEdi 0� axg 90€a mna� w �0 oZ E E �cr C 2 1 C o 0: ° D ° 1 2 D D Z y &Ln a� Q 2 ° I E ° o noir NI • INTERIOR 40 v . �°LM w 00 C o IN" 11 EXTERIOR p' 1 2 w z 11 40 27 M 9 EXTERIOR INTERIOR oQ EMB. (TYP.) EMB. (TYP.) r� HORIZONTAL CROSS SECTIONHORIIONTAI CROSS SECTION t� VERTICAL CROSS SECTION > > z S Shown Drect to Masonry. $ Shown (*ect to Masonry 5 Shown Direct 10 Masonry N o a Outswing shown (Inswing simian) Outsw ng shown (inswing ;Irniar) Outsw siwr1lnsVngwndogi • • •• n • • • • • • • • • ah: 02116112 z • • • • • • • • • • • • sCNE: N.T.S. MG. BY: JK m CNK BY. LFS ; •• ••• • ••• ••• ••• ORAWDC No._ ¢ • • • • • • • • FL -15210.1 0 • • • • • : • • • • • • SKEET 5 OF 12 N ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • 1111.......... * r * Z �p CI i �Y� ''• '''''/����I •x111111```` FzN c -a j o m `� p6mz 0 N •; \� \ E• i $ c v 90€a a m aaT U. cZ EXTERIOR INTERIOR $ C1 3a h 8 zS U� cc I EXTERIOR INTERIOR o w - • a EXTERIOR INTERIOR of y ,o a - a 30 31 32 33 34 40 t 2 yERTICAL CROSS SECTION 8 b Shown wr ADA threshold 36 ^ v 37 R 38 8 fao N ' e ° e E o0 a d ° a G �. n W z �VERilCA1 CROSS SECTION SECTION • • • • ' ' • • • 3+ �ERiICALCROSSSECTION ^ �o z b Outswing confirguration •; . • • • • • �OntIgUr4tlOn N'-Z/ 0 U DATE- 02116112 °z •• ••• •• • scmE- N.7. S. i owc. BY.. JK • • • • • • • • • oaUmc xro.: Ir i i i • • • • i • • • • FL-15210.1 0 N SHfET s a • • ••• • •• •• • • • • • • • • • • • • • • • • • • • • • 0 MT1 A� z 1.5" f C MAX. _�5m 125' MIN O EXTERIOR IM_ INTERIOR 5 VERTICAL CROSS SECTION 7 Shown Direct to Masonry Outswing arty w/ 49/16 jamb IMERI EXTE 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION ] Shown Diect to Masonry, ] Shown Direct to Masoruy Outswing only w/ 49/16' Jamb Outswing only w/ 49116' jamb z a 1.5" MAX. �m T t.MN. I.S ' MAX. EXTERIO/R�� INTERIOR r� VERTICAL CROSS SECTION 7 Shown Direct to Masory Outswing only w) 6-9/16' jamb f, j ••• • • • •• •• � x� ••A% O 0 N N �O � .. '•• r �� . \\ J O �p W \ 7 INTERIOR io 0 0 e UN••Z Q Q N 40 �� zo y V� a mua`� 2G 4 fIS H N: 3a ••• • • • •• •• O 0 N N �O D 4 O Ozp KCVVVyr) r �� po W O INTERIOR e to Q N 40 �� Oe y pY0 �I 2G H �h ^ •• • ••• • • • •• •• 'Dp N N V, D 4 O po W O INTERIOR e to Q N 40 �� Oe H �h ^ •• • •• • • • • • E • • • •lC1ERIOR• • • Z • • l.114 M1t�.• • • • • M 1-1/4' MIN, EMB. (TYP.) EMB. (TYP.( DAM 02116112 z m. r. N.T.S. `- 3 HORIZO L SS SECTION 4 HORIZONTAL CROSS SECTION — vy: JK ] Shown Diect to Masonry • • • • • • • . 7 Shown Direct to Masonry CHK BY: LFS 3 Outswingenlyw/4-9/16 jamb •• • • Outswinganfyw/6-9/16 jamb �, NO, c • • • • • • FL -15210.1 • • sH[ti 7 or 12 g ••• • • • •• •• L MANUAL RAISED TONGUE GEAR SYSTEM 2X BUCK 1 X BUCK DIRECTTO MASONRY ••• • • • • ••• • STRIKEJAMS Illi * 2X BUCK 22 HOPPEMULTIPOIMLOCKSEf 2 �n •�'.... j Fi1590003-Paint Tongue" `�� j O '11 111ItO dI IX BUCK m`LL 1 VGO tiV��Y DIRECT TO MASONRY 1.7" r 2X BUCK C IX BUCK DIRECT TO 0 MASONRY T o 0 I O za - 0 �ZMULTIPOIM STRIKE PLATE�1 • • • • LATCH �D DEAD�OLT STRIKE PLATE • <a • • • • • • • • Tonwe stw •�— • • • • • •• • . • • • • ••• • • • • ••• • STRIKEJAMS M: N.T.S. 1. w: JK w: LFS WW NO, FL -15210.1 Er 8 OF L2 Illi * T 2 �n •�'.... j ..•• `�� j O '11 111ItO \ O n o Z ON m`LL 9 VGO tiV��Y mail M: N.T.S. 1. w: JK w: LFS WW NO, FL -15210.1 Er 8 OF L2 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0-2 Z 55 5 U N •• h 9D m g=° gW 0 V u oa dN mda� O C\\ E oz S Ja a ¢ a o(ln p J Q 0W Car' va U O �'1 0 m U®� Ulm 4 4 � n � d 57 N 60 In W W • 62 A BUCK 58 t 1X BUCK G N o • • bIRL��� � • • • • � a n � � • • "ONSY • • • • • • • • • • NCO m z a • • • • • • • DAT 02116112 i • Syr. N.T.S. owc. sr: JK m ENDURATRILENNIUM 3000 • • • • • • • • • $T clic BY. LFS 3 3 pt. Lock • • • • • i i m orutnnc ww " • • • FL -15210.1 • f• •• • • • •• •• swu or 12 " ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4-1111"IAM,,T,49/16" JAMB p DIRECT TO MASONRY JAMB (TYP.) ITYP 4„ (SEE SHEET 71 V. (TYP') SEE HINGE L 2X BUCK o DSD a DETAIL (TYP.) G 1X BUCK DIRECT TO MASONRY7 MASONRY D MASONRY OPENING OPENING TYP. HEAD & JAMBS FRAME 2X BUCK 49(16" JAMB M O 2X BUCK Xa 6.9/16"JAMB N u DIRECT TO "p m MASONRY JAMB (TYP.) (SEE SHEET 7) ( ADA SILL ONLY ~ a BUCK ANCHOR)NG STRIKE JAMB FRAME ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete onchoriocations at the comers may be ad]usted to maintain the Mn. edge distance to madarjoints. 2. Concrete anchor IocaRons noted as MAK ON CENTER" must be adJusted to maintain the min. edge dxlance to mortar Joints, addlhonol concrete anchors may be required to ensure the MAX. ON CENTER" dimension ore not exceeded 3. Concrete anchor table: .ANCHOR - ANCHOR MIN. MIN. CLEARANCE -MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY EDGE TO ADJACENT ANCHOR Rw • 1/! 9 r P ELCO t/4 1.1/4" 1• i �•.,• rrW • enc- 1.1/4' AS SHOWN lA/T TAPCON v O z Z C JIIll 11\1 �`` O 9 m i 1. WOOD SCREW INSTALLADQN NOTES: Maintain a min'vrwn ur edge dstonce, T' end distance, 8 1"o.c. sparing or wood screws to prevent the S *ft o/ wood. Masonry construction DIRECT TO DIRECTTO MASONRY M MASONRY ig 1X BUCK G lx aucK g • • • •21! lUGC { - 2X BUCK2X BUCK • • • • • 1X BUCKDIRECT TO • • • • • DIRECT TOMASONRYMASONRY1XBUCK 2X B�K •: • • • ••• .0 0 U17CN 3 DEADBOLT DETAIL •• • : • • • • • • HIM Dng .L • • • • • ••• Lee: •• DIRECT TO MASONRY 1 X BUCK 2X BUCK HINGE JAMB z a 9 Po 41 ' ; fin i �•.,• K r� ow = ai ro 13 -00 v O z Z C JIIll 11\1 �`` O 9 m i DWG. BY: JK rU N C i�e aw. BY. LFS 3 ` ? Emv H11 DETAIL to �1 ul n maa� •pj c 4 C c z 3a CD rr g i$ I O W r vs �w m � s` 4Cr uWi vj 202 Q � rI m HINGE JAMB z a 9 Nva ' ; K r� N ^ v O z Z C DQE 021161121,21 � N.T.S. DWG. BY: JK aw. BY. LFS 3 DRWW No.: D H11 DETAIL FL -15210.1 OutswIN C SHEET 10 or 12 C O(RSWING THRESHOLD DLP IQOSRI OUTSWING THRESHOLD 32 (qo,"I — r 33 OUISWING THRESHOLD Endura (Z -Series) OLRSWI'G THRESHOLD Co umbia High Dam (5 81) ODTSWING THRESHOLD "' Columbia (575( �• 1NSWIMG THRESHOLD `"•�Cdumbio �11NSW1NG THRESHOLD Endura (Z.Series{ 37 INSWI1HRES10 010 DlP (15CSNGJ 4M ....,. a esu M to : z° a o� >..........• f� 2.44n213" o n z U N •; POLY MIAMI ` v g 2 p z m v p on - OZ o.o= I 4S6" cr � 2 2 WOOD JAMB �� g CLCO I U 8 DOOR LtOTTOM SWFEP • '4,56" o .. o • •• • • in N ^Z •• •• •• � : ••• � aTE:02 16 12 wue N.T.S. • • • • • 9 ADA THRESHOLD M. Br. JK i• • ••• ••• a+Ker. LFS • • • � • • • • oaunxc ND.: • • • • • • • • • FL -15210.1 • • ••• ••• •• •• SHM11 OF 1Z • ••• • • 9 goo ••• •• •• ••• ••• ••••• eTu of n�aTEerArs •• ••• • • • V • • •• •• • • • ••• •• •• ••• •• • � i ••• ••• •:• • ••• ••• • • • • • • • • • • • i• • ••• •• • i : • • ••• • • •• •• xt ,'.•tp q�1inn nN %;; Vg ��'�'� M �\ � �_ % z n m i UN •- 0 =i E m z .0 o v 'maa� C° oz c ui 0 3a 1X BUCK SG0.55 WOOD2X rA BUCK SG r -OSS WOOD 1/4"MAX. SHIM SPACE 1/4" X 2�/4" PFH ELCO OR ffW CONCRETE SCREW STEEL E o 0 zo a� a W a� 0 �I a k' m 0 o CL G 3/16"x 3-1 J4" PFH ffW CONCRETE SCREW STEEL I 1/4" X i-314" PFH ELCO OR ffW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ELCO OR CfVJ CONCRETE SCREW STEEL K L 1 /4" X 2-1 /4" ITW CONCRETE SCREW #10 X 2-112" PFH WOOD SCREW (i.15"MIN. EMBEDMENT) STEEL STEEL M 3/16"X 2-1/4" ffW CONCRETE SCREW pipa N �� o� 3� EL N N'Z m in o rn � u z < aes U 3/16' X 2-314" ITW CONCRETE SCREW STEEL P 114'X 2-1 /4" PFH ELCO CONCRETE SCREW STEEL I POLY FIBER JAMB COMP. /VINYL 2 FINGER JOfNTED PINE FRAME WOOD 7 WEATHERSTRIP ji 8 DOOR BOTTOM SWEEP VINYL x:02116112 ° sc F• N.T.S. ° M. er: JK m' CHK. or. LFS 3 ORAWM RM: rc FL -15210.1 0 � 12 of 12 ••• • • 9 goo ••• •• •• ••• ••• ••••• eTu of n�aTEerArs DESCpPiION MATERIAL 1X BUCK SG0.55 WOOD2X rA BUCK SG r -OSS WOOD 1/4"MAX. SHIM SPACE 1/4" X 2�/4" PFH ELCO OR ffW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16"x 3-1 J4" PFH ffW CONCRETE SCREW STEEL I 1/4" X i-314" PFH ELCO OR ffW CONCRETE SCREW STEEL J 1 /4" X 3-3/4" PFH ELCO OR CfVJ CONCRETE SCREW STEEL K L 1 /4" X 2-1 /4" ITW CONCRETE SCREW #10 X 2-112" PFH WOOD SCREW (i.15"MIN. EMBEDMENT) STEEL STEEL M 3/16"X 2-1/4" ffW CONCRETE SCREW STEEL N 3/16' X 2-314" ITW CONCRETE SCREW STEEL P 114'X 2-1 /4" PFH ELCO CONCRETE SCREW STEEL I POLY FIBER JAMB COMP. /VINYL 2 FINGER JOfNTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4"BUTT HINGE STEEL i l #9 X 314- PFH WOOD SCREW STEEL 22 3 POINT "TONGUE" MULTIPOINT LOCKSET (Mfg. BY HOPPE) STEEL 23 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEMS STEEL 27 28 29 LATCH STRIKE PLATE DEADBOLT STRIKE PLATE (SECURITY) ADA THRESHOLD STEEL STEEL ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 32 OUTSWING THRESHOLD OUTSWING THRESHOLD ALUM/WOOD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 55 #10 X 1-117' PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8X7' PFH WS STEEL 60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURA TRILENNKIM 3D00 LOCK ASSEMBLY STEEL ••• • • 9 goo ••• •• •• ••• ••• ••••• lqmvulfflmlft IMAM M IAM I-QADE MIAMI-DADE COUNTY Me 11ail 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.sov/economy CGI Windows and Doors, Inc. 10100 NW 25" Street Miami, FL 33172 ky%_vrr,. . . This NOA is being issued under the applicable rules and regulations governing than use o construction•Jr 0 • •; • materials. The documentation submitted has been reviewed and accepted by Mini -Dade Ch".RER - Product Control Section to be used in Miami Dade County and other areas where 5114nd by the Authorit •' • • • Having Jurisdiction (AHJ). """ • • • • • • ••• • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dad �•M• my PriarlizEont]Z • • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade•Gpppty) resme the right.:..' to have this product or material tested for quality assurance purposes. If this pwt&6 .t'or material Fails t®.. • • • perform in the accepted manner, the manufacturer will incur the expense of suchetestix4 and the AHJ may •, immediately revoke, modify, or suspend the use of such product or material within theirjuris4ipW% RE.R•'•" reserves the right to revoke this acceptance, if it is determined by Miami -Dade, Coj1>ly Product Control....: Section that this product or material fails to meet the requirements of the applicable building cod � 0 * 0 • • This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series "SS -3500" Aluminum Storefront System — L.M.I. APPROVAL DOCUMENT: Drawing No. W17-52, titled "SS -3500 Aluminum Storefront Sys. (L.M.I.)", sheets 1 through 5, 5.1, 6 and 7 through 15 of 15, dated 05/23/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 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 request of the Building Official. This NOA revises and renews NOA# 16-0505.04 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1114.02 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 Page 1 CGI Windows and Doors, 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. 12-1005. 01) 2. Drawing No. MD -3500 -2 -LM, titled "Storefront Window System Details %LM'G', sheets 1 through 16 of 16, dated 03/23/16, prepared by manufAIV r: signgd arld sealed by Anthony Lynn Miller, P.E. 000000 :*0900 900:00 0 B. TESTS 0000 9. 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..... 0 00 2) Uniform Static Air Pressure Test, Loading pttVAC, TAOS *M;-94 3) Water Resistance Test, per FBC, TAS 20244 9999.. • 4) Large Missile Impact Test per FBC, TAS 2(X1-914 5) Cyclic Wind Pressure Loading per FBC, TA8 203;94 6) Forced Entry Test, per AAMA 1304-02, FBC2411.3.2. S, A& TAS 202-94 0000 9999.. 9999.. 9999.. 9999. 9999. 9999.. 9999.. 9999.. along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7137, dated 12/10/12, signed and sealed by Marlin D. Brinson, F.E. (Submitted under NOA No. 12-1005.01) 2. Test reports on: 1) 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7208, dated 01/04/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NDA No. 12-1005. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 06/05/15 and 05/02/16, 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). Manuel Pe , X. Product Control PV iner NOA No. 114.02 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasg (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. fox Ila& "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 4n 1-1/41/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Ed ti4u 42014 dated May 2, 2016, issued by manufacturer, signed and sealed by Anthony F,yNWMiller, P.4. '•;•'. 2. Statement letter of no financial interest, dated May 2, 2016, MOM.*by m''&Watturer signed and sealed by Anthony Lynn Miller, P.E. 3 . • 3. Laboratory compliance letter for Test Reports No. FTL-713;7, dated 12/1042 and.••;• FTL-7208, dated 01/04/13, issued by Fenestration Testing f.ab©;atory: 1'nc., boil;....; signed and sealed by Marlin D. Brinson, P.E. • • ' G. OTHERS 1. Notice of Acceptance No. 15-0612.08, issued to POT Industries, Inc. for their Series "SS -3500" Aluminum Storefront System - L.M.I. approved on 07/30/15 and expiring on 01/17/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W17-52, titled "SS -3500 Aluminum Storefront Sys. (L.M.I.)", sheets 1 through 5, 5.1, 6 and 7 through 15 of 15, dated 05/23/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 AAMA 1304-02, FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a storefront system with French door and transom, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-17-7007, dated 05/05/17, signed and sealed by Idalmis Ortega, P.E. r" Manuel ez P.E. Product Contr Exa iner NOA N 1 114.02 Expiration Date: January 17, 2023 Approval Date: December 28, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, based on current approval and updated to comply with FBC 61" Edition (2.017), dated 07/13/17, prepared by Al-- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE :069:6 9999.. 1. Miami -Dade Department of Regulatory and Economic Resour&%(�41Z) 6 • 9999.. 999999 E. MATERIAL CERTIFICATIONS • • •' • • • 9999.. 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amer Za,Inc. for their 0 •' "SentryGlasg (Clear and White) Glass Interlayers" dated 0&25(I5, expjgn* %on ::: * 0 07/04/18.0000 ' .. 9999.. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Am4le4, jne. far their 6 "Trosifol® Ultraclear, Clear and Color PVB Glass Interlay. rs" dated 1141.117, expiring on 07/08/19. • 0.9.9 9999 F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61" Edition (2017), and of no financial interest, dated July 13, 2017, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Letter from owner of existing NOA, dated June 30, 2017, stating that as the parent company PGT Industries, Inc. transfers this NOA to CGI Windows and Doors, Inc., and requests that the current NOA issued to PGT Industries, Inc. be rescinded, signed by A. Lynn Miller, F.E. Senior Code Compliance Engineer, PGT Industries, Inc. 3. Testing proposal #16-14348, issued to CGI Windows and Doors, Inc. by the Product Control Section, dated December 15, 2016, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0505.04, issued to PGT Industries, Inc. for their Series "SS -3500" Aluminum Storefront System - L.M.I., approved on 06/02/16 x -id expiring on 01/17/18. Manuel P rez, .E. Product Contro Exa iner NOA .No. - 114.02 Expiration Date: January 17, 2023 Approval Date: December 28, 201.7 E-3 REINFORCING AS READ. SEE SHEET 4 FOR CAPACITY _ 10 1 1 1 1/ I •,I I I I I I 1 i\I I I 11% w 0 � III ri I DOOR MULLION ANCHORS z Cl ZV SEE SHEET 4 I S riJ J (=j1 aQ ON VO ww Wm V'•y w 2 1 -3 I / 14-3 4 ANCHOR WIDTH 'W' UPTO 60' WIDTH 'W ABOVE 60" G 0W ---- '/ / 122 SEE SHEET 3 14 A -1/2* 10-3 8 7-3 B INSTRUCTIONS: USE CHARTS AS FOLLOWS. O.L. OPG. WIDTH L SEE SHEET 3 11 I I mw C � 8/ 4' MAX. HEAD/SILL ]�— 3. CORNERS WIDTH 'W' SEE JAMB ANCHOR SPACING CHART SERIES SS -3500 ALUMINUM STOREFRONT SYSTEM WINDOW WALL SYSTEM WITH WINDOW INSERT SEE SEPARATE NOA FOR WINDOW CAPACITY f- LOWER RATING OF WINDOW OR WINDOW WALL SYSTEM WILL CONTROL / \\ 12 I I I 1 1 F�=�`.`--- 1 1 1 1/ I •,I I I I I I 1 i\I I I 11% IHEAD SILL � III I DOOR MULLION ANCHORS i 'I H SEE SHEET 4 _-SEE SHEETS 6 & 7 I\ 12 / \ Al 13-1 27-1 A, Al. B. 91 OR C, Cl 2 ANCHOR SPACING AT FRAME JAMBS -3 li 14-3 4 ANCHOR WIDTH 'W' UPTO 60' WIDTH 'W ABOVE 60" G AT EACH SIDE OF MUWON ---- '/ / 122 SEE SHEET 3 14 A -1/2* 10-3 8 7-3 B INSTRUCTIONS: USE CHARTS AS FOLLOWS. L 11 I I IN II 30� it c3� I II ao 0. h HL---- m4\V Z� 0 � F W � Q N �o �g C CL[` 0 5 m ."i ag�m o oaoos < LC Z Ed F y=m_ 3v J0z ¢ III N1 9 I IA I I I 1 1 F�=�`.`--- 1 1 1 1/ I •,I I I I I I 1 i\I I I 11% IHEAD SILL MAX_. MULVON SPACING I DOOR MULLION ANCHORS i SEE SHEET 4 _-SEE SHEETS 6 & 7 I\ ANCHORS TYPE Al 13-1 27-1 A, Al. B. 91 OR C, Cl 2 ANCHOR SPACING AT FRAME JAMBS -3 OR 4 14-3 4 ANCHOR WIDTH 'W' UPTO 60' WIDTH 'W ABOVE 60" 7-1 2 AT EACH SIDE OF MUWON TYPES 1 4 SHIM 3 8' SHIM 1/2" SHIM 1/4' SHIM 3/8" SHIM SEAM 14-3 4 SEE SHEET 3 14 A -1/2* 10-3 8 7-3 B THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (57H EDITION)/2017 (611-; EDI -:ON) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUC- LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SP=CIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER OISSIwLAR MATcPp-15 S ALL \A=PT THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.•. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING DFFiCIA- STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 3 FOR GLASS DESIGN LOAD CAPACIY. STEP 3 CHECK MULUON DESIGN LOAD CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 TIE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 U5WG CHARTS ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED THIRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM. STEP 6 FOR SYS"EMS WITH WINDOW OR LOUVER INSERTS LOWER DESIGN CAPACITY FROM STOREFRONT. WINDOW OR LOUVER WI LL APPLY. DAY I OPENIN .S SIN 'O' PAN ' DLO WIDTH = FRAME 'WIDTH - 5.50" DLO HEIGHT = FRAME HEIGHT - 5.50" • • • • • • • THW SYSiEM•IS RAJ6p FOR LARGE & SMALL MISSILE MPACT. • • • • 1HUTIERt ARE NOT REQUIRED. rRCDUIT REVISED / • N .. • • • • as A' 'nR vn11" N1111 Ef ,h,gi Dow OF Dade Pruh¢t C OiNAL 111j ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • nnl of I I droving no. W17-52 B 14-3 16 C 15-1 2 17-3 16 Al 13-1 27-1 2 B1 16" 14-3 4 6-1 4 9-3 4 7-1 2 C1 1d" 14-3 4 11-3 4 14 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 3 FOR GLASS DESIGN LOAD CAPACIY. STEP 3 CHECK MULUON DESIGN LOAD CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 TIE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 U5WG CHARTS ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED THIRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM. STEP 6 FOR SYS"EMS WITH WINDOW OR LOUVER INSERTS LOWER DESIGN CAPACITY FROM STOREFRONT. WINDOW OR LOUVER WI LL APPLY. DAY I OPENIN .S SIN 'O' PAN ' DLO WIDTH = FRAME 'WIDTH - 5.50" DLO HEIGHT = FRAME HEIGHT - 5.50" • • • • • • • THW SYSiEM•IS RAJ6p FOR LARGE & SMALL MISSILE MPACT. • • • • 1HUTIERt ARE NOT REQUIRED. rRCDUIT REVISED / • N .. • • • • as A' 'nR vn11" N1111 Ef ,h,gi Dow OF Dade Pruh¢t C OiNAL 111j ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • nnl of I I droving no. W17-52 1/4" ANN. GLASS SILICONE- 090" Interlayer DOW CORNING 995 , SentryGlas DOW CORNING 983 By 'Kuroray America, Inc.' DOW CORNING 791 GE 7700 \ `I F/4" ANN. GLASS c m o: N 6 I i I 0 1 7 / GLASS TYPE 'A' r-1/4" HEAT STREN'D GLASS SILICONE1 .090" Interloyer DOW CORNING 995 Trosifol PVB DOW CORNING 983 By 'kuraray Americo. Inc" DOW CORNING 791 GE 7700 , 1/4' HEAT STREN'D GLASS A I 7 / GLASS TYPE 'li' —1/4" ANN. GLASS 1/4'HEAT STREN'D GLASS 090' Interlayer F1/4" HEAT STREN'D GLASS 090" Interloyer I rSentryGlas f-Trosifol PVB SentryGlas By 'Kuroray America. Inc.' I By 'Kuroray America, Inc.' N By 'kuraray America, Inc.' Z l1/4" ANN. GLASS SILICONE DOW CORNING 995 7/16" AIR SPACE DOW CORNING 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 995 983 DOW CORNING 791 1/4' TEMP. GLASS 7/16" AIR SPACE SILICONE DOW CORNING 995 GE 7700 7/16" AIR SPACE DOW CORNING 983 I DOW CORNING 983-1 DOW CORNING 7911 GE 7700 I 1/4' TEMP. GLASS / DOW CORNING 791 GE 7700 ` 1/4' TEMP. GLASS r ` i_ Em I! XL EDGE SPACER mo 7 ST. STEEL BY 'CARDINAL' w OR DURASEAL BY 'QUANEX' w \ aA OR \ SUPER SPACER NXT BY 'QUANEX' OR KODSPACE 4SG TPS BY 'KOMMERLING' GLASS TYPE `D' I I I. XL EDGE SPACER 4 ` ST. STEEL BY 'CARDiNAI' � OR �+ \ IBA X-DURASEAL BY 'QUANEX' S \ / OR SUPER SPACER NXT BY 'OUANEX — OR GIASS TYPE 'E' KODISPA.CE 4SG TPS BY 'KOMMERLING' GLAZING OPTIONS 1/4" HEAT STREN'D GLASS FaL �u u N SILICONE .090" Intnrloyer DOW CORNING 995 rSentryGlas DOW CORNING 983 , 1 By 'Kuroray America. Inc.' Z j DOW CORNING 7911 111 aopr GE 7700 , r1/4• HEAT STREWD GLASS F LU Z ty g �m d ! !I 6 C W 0 I�p O j� h Cf I c ��a1rc _ W I LLzN'A 1 G1,ASS__TYPE 'C' n— I 6 I I } XL EDGE SPACER p 4 1 7ST. STEEL BY 'CARDINAL' gym++ \ �DURASEAL BY 'OUANEX' u x OR o SUPFR SPAC=R NXT BY 'QUANEX' --� OR o • • 000 • • • • KODISPACE 4SG TPS • aGLR5S�1'YTE •F' • ••37• aK@lAAERl-ING' u a •• •� � � i i �•i L �2 anl;vv-r�svlsPa; /=� �/t�e+�ing» '� � •� I � 11 I • • • • • •'�.�,n,gy;nger.4lNatie area• - : � _ a � • � � � ���,g conn •�i'/(1 dy'd I = } I II • • •• • • i • • ® OF •'�Browing no. ... py ;, s .. o..i � ; W17-52 rdiaa LlekYrolxt '®®►1�}���\\� -iljjjjjl� -- sheet Q of15 • • • • • • • • • • ••• • • • ••• • • J U � C N F1/4" HEAT STREN'D GLASS 090" Interlayer p w SentryGlas By 'Kuroray America. Inc.' N 1/4" HEAT STREN'D GLASS Z C O n rn SILICONE DOW CORNING 995 7/16" AIR SPACE DOW CORNING m r^1 n 983 DOW CORNING 791 1/4' TEMP. GLASS o = Z J .. GE 7700 u� • ?y a o I O � Q ' I I 6 I I } XL EDGE SPACER p 4 1 7ST. STEEL BY 'CARDINAL' gym++ \ �DURASEAL BY 'OUANEX' u x OR o SUPFR SPAC=R NXT BY 'QUANEX' --� OR o • • 000 • • • • KODISPACE 4SG TPS • aGLR5S�1'YTE •F' • ••37• aK@lAAERl-ING' u a •• •� � � i i �•i L �2 anl;vv-r�svlsPa; /=� �/t�e+�ing» '� � •� I � 11 I • • • • • •'�.�,n,gy;nger.4lNatie area• - : � _ a � • � � � ���,g conn •�i'/(1 dy'd I = } I II • • •• • • i • • ® OF •'�Browing no. ... py ;, s .. o..i � ; W17-52 rdiaa LlekYrolxt '®®►1�}���\\� -iljjjjjl� -- sheet Q of15 • • • • • • • • • • ••• • • • ••• • • D.L.O. WIDTH �•`� 0.L0. WIDTH 4 U 1' V 'may 0 O n n i n f �N d z oR`; �I IL C4 v �7yn age Q O p Q �QNO LL ZN �$f WI Q W 01 .7 0 l �n C R O O �i v pw 4 0 V) C z Own a jO 3N� D G O3 U N o OZ� 3p o _ O n ('J p Q w o U f w 3 Q IT -1 N I 2 (� w � = 0 0 N u x u 0 3 w•. .•. • • .. GLASS �o 0 m 4k 00 Z •• ••• •• • i • •• �� `jP....... Lt LL F `' '' i z • • • • . • u c• wpb �y4uiB d. F*tit• • - _ a 8.1ming Cod• )f S u • • • AcRp:aoa•No 'AIQaZ • • • •-•.uia4ti.4A Dme •' C�J� • • • • • ®•, TES �/� drawing no. NOTE: • • • • (,.� RoR1or.• ��� U G -SS CAPACITIES ON THIS SHEET ARE � BASED ON ASTM E1300-09 (3 SEC. GUSTS). y 1]�ePraduct //gi,®�ALL7�11`\`` fiWet 3 05 5 CITY - PSF GLASS TYPES G/dSTYPES GLASS TYPES NOMINAL DILLS. 'E' & 'E' -A-S& 'C' k 'F' o.Lo. wlo7e D.Lo. n0c E7Cf.(r) INr.(-) ocr.(+) INT.(-) exr.(+) INT.(-) 33-1/4' 80.0 80.0 80.0 120.0 3s" 70.o eo.0 so.D ao.o 90.0 120.0 as -1/a' 7D.o eo.o ao.o ao.D Bo.o lzo.o 47' 54-1/2' 87.5 77.2 77.2 77.2 ee.a 115.8 51-1/4' 62.2 77.1 71.1 71,1 60.0 706.7 57-1/4' 58.0 64.0 64.0 64.0 72.0 98.0 69-1/4" 56.0 64.0 64.0 84.0 72.0 98.0 33-1/4' � x d I i � 0 o 35 45-1 /4' 47' 31-1/4' 57-1/4' 69-1/4 66-1/2' 70.0 70.0 60.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 120.0 120.0 70.0 80.0 80.0 60.0 90.0 120.0 67.5 77.2 J7.2 77.2 86.8 115.8 82.2 71.7 71.1 71.1 80.0 66.0 64.0 63.8 63.9 72.0 106.7 96.0 - - - - 80.0 80.0 33-1/4' � as -1/a• a7' 51-1/4" 57-1/4' 68-1/4' 78-1/2" 70.0 80.0 80.0 90.0 720.0 _90.0 70.0 80.0 80.0 80.0 90.0 120.G io.o ao.o fiD.o 80.0 90.0 1zo.o 67.3 77.2 77.2 77.2 90.0 115.6 62.2 71.1 71.1 71.1 90.0 100.0 - - - - 90.0 100.0 - - - - 75.0 83.3 33-t/4' 35' 45-1/4' 47' 51 -1/4" 57_1/4• 89_1/4• BO -1/2' 70.0 80.0 80.0 80.0 90.0 120.0 7D.o aD.D fia.o fiD.o 90.0 7zo.a 7D.0 60.0 80.0 80.0 90.0 120.0 - - - - 90.0 115.8 - - - - 90.D 1D6.7 _ 90.0 1D0.0 _ 75.D 83.3 33-1/4' 35' 45-1/4" 47" 51-1/d' 57-1/4' 102-1/2" - - - - 90.0 120.0 - - - - 90.0 120.0 - - - - 90.0 - - - - 90.D 120.0 - 115.8 - - - - 9D.0 1DD.0 - - - - 9D.0 100.0 33-1/4' 45-1/4' 47' 51-1/4' 57-i/4' 11+-1/2' - - - - 90.0 90.0 120.0 120.0 - - - - 90.0 120.0 - - - - 90.0 700.0 - - - - 90.0 - - - - 90.0 100.0 100.0 33-1/4' 35' 45-1/4' aT s1 -1/a• 126-1/2' 90.0 � 100.0 90.0 100.0 8T.9 92.1 JS -1/4' 35' 45-1/4' f47' 51_7/4• 90.0 120.0 80.0 120-0 90.0 100.0 - - 90.0 �-_ - _ 90.0 100.0 100.0 D.L.O. WIDTH �•`� 0.L0. WIDTH 4 U 1' V 'may 0 O n n i n f �N d z oR`; �I IL C4 v �7yn age Q O p Q �QNO LL ZN �$f WI Q W 01 .7 0 l �n C R O O �i v pw 4 0 V) C z Own a jO 3N� D G O3 U N o OZ� 3p o _ O n ('J p Q w o U f w 3 Q IT -1 N I 2 (� w � = 0 0 N u x u 0 3 w•. .•. • • .. GLASS �o 0 m 4k 00 Z •• ••• •• • i • •• �� `jP....... Lt LL F `' '' i z • • • • . • u c• wpb �y4uiB d. F*tit• • - _ a 8.1ming Cod• )f S u • • • AcRp:aoa•No 'AIQaZ • • • •-•.uia4ti.4A Dme •' C�J� • • • • • ®•, TES �/� drawing no. NOTE: • • • • (,.� RoR1or.• ��� U G -SS CAPACITIES ON THIS SHEET ARE � BASED ON ASTM E1300-09 (3 SEC. GUSTS). y 1]�ePraduct //gi,®�ALL7�11`\`` fiWet 3 05 5 CITY - PSF GLASS TYPES G/dSTYPES GLASS TYPES NOMINAL DILLS. 'E' & 'E' -A-S& 'C' k 'F' o.Lo. wlo7e D.Lo. n0c E7Cf.(r) INr.(-) ocr.(+) INT.(-) exr.(+) INT.(-) 33-1/4' 80.0 80.0 80.0 120.0 3s" 70.o eo.0 so.D ao.o 90.0 120.0 as -1/a' 7D.o eo.o ao.o ao.D Bo.o lzo.o 47' 54-1/2' 87.5 77.2 77.2 77.2 ee.a 115.8 51-1/4' 62.2 77.1 71.1 71,1 60.0 706.7 57-1/4' 58.0 64.0 64.0 64.0 72.0 98.0 69-1/4" 56.0 64.0 64.0 84.0 72.0 98.0 33-1/4' � x d I i � 0 o i, i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • INTERMEDIATE MULLION DESIGN LOAD CAPACITY - PSP HORIZONTALS NOMINAL DIMS. MULLION 'ML' MULLION 'M2' MULLION 'M9' (OPTIONAL) WIDTH (W) FRAME HEIGHT ENT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) IM.(-) 24' - - 90.0 120.0 90.0 120.0 90.0 120.77 90.0 720.0 36' - - 90.0 100.4 90.0 119.2 37-3/4 - - 90.0 95.0 90.0 113.7 '___--_ ____��- 48' 120' - - 75.3 75.3 89.4 89.4 = i 49-3/4' - - 72.7 72.7 86.3 86.3 w 54' - - 67.0 67.0 79.5 79.5 i 60' - - 60.3 60.3 71.5 71.5 % 5j %� ./ �`I 24" - - 68.3 68.3 88.3 88.3 30" - - 68.3 68.3 68.3 68.3 36" - - 68.3 66.3 86.3 68.3 37-3/4" - - 68.3 68.3 68.3 68.3 48' 132' - - 62.2 62.2 68.3 68.3 W7 W2 W7 49-3/4" - - 60.1 60.1 66.7 66.7 54' - - 55.3 55.3 61,4 61.4 WIDTH (W) - Wi 2 W2 59-15/16' - - 49.9 49.9 55.3 55.3 AT FRAME MULLION 24" - - B8.3 68.3 68.3 68.3 30" - - 88.3 86.3 68.3 68.3 36" - - 68.3 68.3 68.3 68.3 37-3/4' 144' - - 66.5 66.5 67.7 67.7 48' - - 52.3 52.3 33.2 53.2 49-3/4' - - 50.5 50.5 51.4 51.4 5 1 3 1 3 1 3 L \Ij, 0 S II w MULLION 'M L' MULLION 'M2' MULLION 'M3' p Ix M-4 as H^J is IN"4 Sz IN"3 Iz IN"4 Sz IN"J G 4.}780 1.724 ALUYw Um 4.3185 1.724 12.293 4.907 STEk;I. 3.4782 1.465 N = hDi411I1 TAL+ 4 s2 X 2914.405 w = p N 2 � 3 • • • • • • • • • • e MiJT,i,iONS Z y + • • • • • • • • 3 • • • • • • • • • /11111IIII j '� • • • • • •• ;• ,r 1 AA1 I7/ p ,• . -TO i g YRGDUCi' REI7LSFD w • • • • • pui1 q N r • • • eir I 1!7 __ • • a«�pi t�_ sl!l4.0 Z_ • • • P _ •• Expiruti<u11 • • • • • �O • OF•(v` Tr �Pv,A[7c<r6r �•\S; .or.....���� 7�77�ONALIE7��� {�U V 111 T� h �Y n Z Q S ct O p`� UI Q 1I1'>MMM� ddNN �2 Q W < p W n � OlR. 8 C D. O n .+ 0 'L(D1D tlryi11 a y Z O LL Z 9p) J - 8 Q Q W Oi i r a z i0 n OO t5 Q w O S Z OJ M7 I �t•i N 31: 4 O 0 3 n g C Z n 3 o _- M v 0pQJ U MULLION DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. MULLION 'ML' MULJON 'M2' MULLION '163' WIDTH (W) FRAME NEGHT ERT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 24" 30" 36" 37-J/4" 48' 49-3/4' 54' 60" 72' W. 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 9C.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.D 90.0 90.0 90.0 120.0 1 90.0 120.0 90.0 90.0 90.0 720.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 24' 30" 36" 37-3/4' 48' 49-3/4" 54' 60' 72' 72" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 82.6 82.6 90.0 120.0 90.0 120.0 68.8 68.8 90.0 120.0 90.0 120.0 24" 30' 36" 37-3/4' 46' 49-3/4" 54' 60" 72' 84' 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120,0 90.0 90.0 90.0 120.0 90.0 120.0 74.8 74.8 1 90.0 1 120.0 90.0 120.0 72.2 72.2 90.0 120.0 90.0 120.0 66.5 66.5 90.0 120.0 90.0 120.0 59.9 59.9 90.0 120.0 90.0 120.0 49.9 49.9 00.0 102.5 90.0 120.0 24' 30' 36" 37-3/4' 48" 49-3/4" 54' so" 72" 96" 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 75.4 75.4 90.0 120.0 90.0 120.0 77.9 71.9 90.0 120.0 90.0 120.0 56.5 56.5 90.0 117.7 9007120.0 54.5 34.5 90.0 113.5 90.0 120.0 50.3 50.3 90.0 104.6 90.0 120.0 45.2 43.2 90.0 94.1 90.0 116.3 I I � Q Iu • u 0 0 - - c H I II $ Y l J JU drawing no. W17-52 sheet 4 of 15 37.7 37.7 78.5 785 90.0 97.0 24" 30' 36" 37-3/4" 48' 49-3/4' 54" 60' 72' 97-3/4' 90.0 90.0 90.0 120.0 90.0 120.0 87.1 87.1 90.0 120.0 90.0 120.0 72.6 72.E 90.0 120.0 90.0 120.0 69.2 69.2 1 90.0 120.0 90.0 120.0 54.4 54.4 90.0 113.5 90.0 120.0 52.5 52.5 90.0 109.5 90.0 120.0 48.4 48.4 90.0 100.9 90.0 120.0 43.5 43.5 90.0 90.8 90.0 111.9 36.3 38.3 75.7 75.7 90.0 93.2 24' 30" 36' 37-J 4' 48' 54" 60" 72" 1 D8' - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 90.0 718.2 90.0 120.0 - - 90.0 93.0 90.0 112.6 6i.7 - - 82.7 82.7 900 700.1 - - 74.4 74.4 90.0 90.1 - - 62.0 62.0 75.1 75.1 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • X61 n X. F Z Q Q CL i O o 3 1 f M 5Yl eni N M Z 0 IL 0 w 0 -5 S y) M O � Z N LL O A Oo OQ cn p Q W m> 3 Z w w ED U 2 tn C O �n - va 5 & oo L1 0 c ox _ ~n 3 (V M O n $ cz� 30 o n U W FT `o U n ANCHORS loo VU�1iIi( r5: • -�7 • • • • • • • • 'lK0ly l"'1KIFVISED � �' B.Jdi PI6�,MC i1h tlx Flmide 4-I 5 L celyNrro SNo !l¢.t32 \ ® �o>: •• ty I drowinng no. • • • • • • • • • • �i ORtAP,.•' �� :. .• ° �,. L... `sS�o.... W17-52 • • • • • • • • r`•` �AII1 Ali4l.11t1♦ sh9•t 5 of 15) • •• •• MULLION ANCHOR LOAD CAPACITY - P9F MULLION ANCHOR LOAD CAPACITY -PSP ANCHOR TYPE ANCHOR TYPE 'A' ANCHOR TYPE 'B' A NCHOR 'C' ASS >� ANCHOR TYPE 'A' ANCHOR TYPE .ANCHOR 71TE 'C' SEW SPACE ", 1L4• SiIa31 1/4" MAX. 6HH( D1 � 9I� 1/4' MAR. SHIM 1/4• MAX. SHIM 1/4" MAX SHIM e INCCORB a IN(90R5 a ANCHORS a ANCHOId ANCHORS CAOR9 8 ANLHOR9 a AT"CHO1C9 a ANCHORS 6 ANCHORS 8 ANCHOtS a dNC80R8 EXT. (+) EXT, (+) EXT. (+) EM. (+) EXT. (+) EXT. (+) EXT. (+) EM. (+) EXT. (+) EXT. (+) EXT. (+) N'I61N (w) LFNCIH (U IM. IM. - IM. - W. - -X10fN ('Y) LENGIN (-)IM.INT.IMIM.IM.- INE.24' 120.0 120.0 120.0 120.0 0.0 24" 720.0120.0 120.0 120.0 120.0 120.030" 120.0 720.0 120.0 120.0 .0 30' 120.0 120.0 120.0 120.0 120.0 120.0 36• 120.0 120.0 120.0 120.0 12(.0 120.0 36' 141.0 120.0 120.0 120.0 120.0 120.0 37-3/4' 120.0 120.(1 120.0 120.0 120.0 1200 37-3/4' 99.2 120.0 120.0 120.0 120A 120.0 48" 60" 120.0 120.(1 120.0 120.0 120.0 720.0 48" 120" 78.0 104.0 106.5 120.0 1173 120.0 49-3/4" 120.0 120.0 120.0 120.0 120.0 120.0 49-3/4' 75.3 100.7 102.8 120.0 113.2 120.0 54" 720.0 120A 120.0 120.0 120.0 120.0 54' E9.3 92.4 94.7 1200. 104.3 720.0 80' 120.0 120.0 120.0 120.0 120.0 120.0 60' 62.4 83.2 85.2 113.6 93.8 120.0 72• 704.0 120.0 12(1.(1 720.0 120.0 120.0 24' 88.7 68.3 68.3 663 88.7 68.3 24" 120.0 120.0 120.0 120.0 120.0 120.0 30' 68.3 88.3 68.3 68.3 68.3 68.3 JO' 120.0 120.0 720.0 120.0 120.0 120.0 36' 68.3 68.3 88.3 683 68.3 68.3 36' 120.0 120.0 120.0 120.0 120.0 120.0 37-3/4" 683 88.3 68.3 68.3 68.3 68.3 37-3/4" P2O.-.00 120.0 120.0120.0 120.0 120.0 48• 132' 68.3 68.3 66.3 aB.3 68.3 88.3467e 120.0 120.0 120.0 120.0 120.0 49-3/4" 683 68.3 68.3 68.3 68.3 68.349-3/4' 120.0 120.0120.0 120.0 120.0 54' 63.0 68.368.3 88.3 68.3 68.3 54" 120.0 120.0 120.0 120.0 120.09-15/ifi 58.8 fi6.3 6&3 68.3 68.] 68.3 60" 120.0 120.0 720.0 120.0 I 120.0 24" 68.3 BB.J6068.3 68.3 68.372" 175.6 118.3 120.0 120.0 � 120.0 30' 88.3 68.3 68.3 68.3 88.3 BH.3 24' 120.0 120.0 12(1.0 120.0 120.0 120.0 36' 68.3 68.3 68.3 68.3 68.7 88.3 30' 120.0 120.(1 120.0 120.0 120.0 120.0 37-3/4" 68.3 88.3 68.3 68.3 68.3 68.3 36" 120.0 120.0 120.0 120.0 120.0 120.0 46' 144' 65.0 6 8 .3 68.3 68.3 68.3 66.7 - 120.0 120.0 120.0 120.0 120.0 49-3/4' 62.7 68.3 683 68.3 68.3 68.3 4a' E n1.4 120.0 120.0 120.0 120.0 120.0 SEE SHEET 9 FOR ANCHOR DESCRIPTION 49-3/4 107.5 120.0 120.0 120.0 120.0 120.0 5<' 99.0 120.0 120.0 120.0 120.0 120.0 60' 89.1 118.9 720.0 120.0 120.0 120.0 72' 74.3 99.0 101.4 120.0 111.7 120.0 24" 120.0 ue.o 120.0 1 zo.o 120.0 12010 30" 120.0 120.0 120.0 120.0 120.0 120.0 36" 120.0 120.0 120.0 120.0 120.0 120.0 37-3/4" 120.0 120.0 120.0 120.0 120.0 120.0 48" 9E" 97.5 12(.0 120.0 120.0 120.0 120.0 49-3/4' 94.1 12(.0 12(1.0 120.0 120.0 120.0 54• 86.7 115.8 118.3 120.0 120.0 120.0 60' 78.0 104.0 106.5 120.0 117.3 11D.D 72' &'..0 86.7 88.8 118.3 97.8 120.0 21• 120.0 120.0 120.0 120.0 720.0 120.0 30' 120.0 120.0 120.0 120.0 120.0 120.0 36" 115.6 120.0 120.0 120.0 110.0 12(1.0 37-3/4' 110.2 120.0 120.0 120.0 120.0 120.0 48" 108' 86.7 115.6 118.3 1200. 120.0 120.7 49-3/4' 83.6 111.5 114.2 120.0 120.0 120.0 54" 77.0 102.7 105.2 120.0 115.9 120.0 60' 59.3 92.4 94.7 120.0 104.3 120.0 72" 57.8 77.0 78.9 1052 A6.9 115.9 • • 00: ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • YUI.ISON ANCHOR IAAD CAPACITY - PSP IRl3.lON ANCHOR IDAD CAPACITY -PSP • • • • ANCHORS ANL'HO1CS ANCHOR TYPES ANCHOR TYPEg ANCHOR TYPF3 •• ANC}IORg ANCHORS ANCIIOR TYPPS ANCHOR TYPES ANCHOR TYPES • ��V a ANCHOR 719E 'AI' 'e l' 'A1' k 'R1' 'A1' h 'B1' 'C1' NICMOR T� 'AI' 'BI' 'A1' & 'Bl" 'AI" h 'H1' 'CI' 1/4" 1tA%. 1/4• YAX. 1/4' YA7C. 1/2' YAY. 1/4' YAE. 1/4• YAA. 1/4• YA7[. 1/2' YAS. •1 SHY SPACF gIIlY gHHI 9/e' MAX. SI[DI 1/2' YA7L SHIP SHRe SffiY SHM �� SHIM SHIM 3/8' MAX. SHIP 1/2' MAX SHIM 51A2[ S�1 Ci y F J Z a AYC80Ea a ANcacis a AN000P3 a 4� a AFlBORS a ANC80ffi a AEIaoRe a A71IXteLR a e61a1o9s a excao9s a At7C901s a AYc6oes a eNceollg a e711;eoc a ANteols a AN'aa9s q �W S G pl �. (+) t7R. (+) EXT. (+) EAI. (+) M. (+) EXT. (+) EM. (+) EXC. (+) IXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) IXT. (+) OR. (+) EXT. (+) e1D7N (Wj UDC01 (U I.- M. - IM. W. M. INT. M. M. 1ao1M �) �� (C) M. M. INT. INT. M. M. INT. M. o o " za" 120.0 Izo.o uo.o 120.0 120.0 120.0 720.0 tzao 24- 120.0 720.0 120.0 120.0 120.0 Izao 120.0 120.0 � r) n ANCHORS 1�y111111111f7� � 30• 30• E, 720.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 72no 120.0 120.0 99.7 720.0 120.0 120.0 720.0 120.0 120.0 120.0 12a0 120.0 120.0 120.0 120.0 120.0 104.4 120.0 822 109.7 120.0 120.0 38' 36" � oGHm 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 99.6 120.0 79.4 104.6 120.0 120.0 37-3/4' 37-3/4" � 48• 60" 48" 120' 102.9 720.0 78.3 104.4 81.7 82.2 120.0 111.5 J aS��' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.0 120.0 120.0 120.0 99.3 116.4 75.6 100.8 59.5 79.3 120.0 107.6 49-3/4' 49-J/4• N ogo8 720.0 120.0 120.0 120.0 109.7 120.0 120.0 120.0 91.5 107.2 69.6 92.8 54.8 73.1 120.0 94.1 54" 54' = �gZol� 120.0 120.0 120.0 120.0 98.7 120.0 120.0 120.0 62.3 96.5 82.7 83.8 49.3 65.6 119.9 89.2 so* 60' � w a�7�a 72" = p oN J O D aW�€e. _ 120.0 720.0 104.4 120.0 822 109.7 120.0 120.0 24' 30• 68.3 68.3 68.3 68.3 68.3 68.3 88.3 68.3 24' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 88.3 68.3 68.3 68.3 68.3 68.3 683 68.3 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 68.3 68.3 68.3 653 66.3 66.J 68.3 88.3 30' 36" In 36' 720.0 120.0 120.0 120.0 120.0 120.0 120.0 .0 12000 37-3/4' 88.3 68.3 68.3 68.3 88.3 68.3 88.3 88.3 f=- O _J 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 68.3 88.3 66.3 68.3 58.1 68.3 68.3 68.3 37-3/4' 18' 132• 3 48' 72' 120.0 120.0 120.0 120.0 102.8 120.0 120.0 120.0 49-3/4' 68.3 68.3 68.3 68.3 54.1 68.3 68.3 66.3 w 120.0 120.0 120.0 120.0 99.2 120.0 120.0 120.0 68.3 68.3 63.3 86.3 49.8 66.5 88.3 68.3 49-3/4• 54' m v U I 120.0 120.0 116.0 120.0 91.4 120.0 120.0 120.0 68.3 68.3 57.0 68.3 44.9 59.9 68.3 86.5 54' 59-15/16 120.0 120.0 104.4 120.0 822 109.7 120.0 120.0 24" 68.3 68.3 68.3 68.3 68.3 68.3 66.3 68.3 80' m 72' JO' 36' Z � Z n O n 114.3 120.0 87.0 116.0 685 91.4 120.0 120.0 68.3 68.3 68.3 68.3 68.3 66.3 68.3 68.3 24' 120.0 120.0 120.0 120.0 120.0 1217.0 120.0 120.0 68.3 66.3 68.5 68.3 68.5 68.5 68.3 08.3 30' 37-3/4' S a O 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 68.3 69.3 68.3 86.3 65.4 68.3 68.3 68.3 120.0 120.0 120.0 120.0 117.5 120.0 120.0 120.0 68.3 68.3 65.3 68.3 51.4 68.3 68.3 68.3 36" 46• 144' � N (n 37-3/4' 49-3/4' z 7 F N o 120.0 120.0 120.0 120.0 7120 120.0 120.0 120.0 68.3 68.3 63.0 68.3 49.6 66.1 68.3 68.3 48• 84• 120.0 120.0 111.9 120.0 88.1 717.5 120.0 1200. SEE SHEET 9 FOR ANCHOR DESCRIPTION Z 0, (7 r h N 7 b as-3/a• 12o.a 120.0 tae.o 120.0 es.o 113.4 120.0 120.0 O 54' 120.0 120.0 99.5 120.0 76.3 104.4 120.0 120.0 3 60• 117.6 120.0 89.5 119.4 705 94.0 120.0 120.0 n 30 72" 98.0 114.9 74.6 99.3 58.7 76.3 120.0 100.2 24' 120.0 720.0 120.0 120.0 120.0 120.0 120.0 120.0 Vv C90<, 3a• 120.0 120.0 120.0 720.0 120.0 120.0 120.0 1x0.0 U 36' 120.0 120.0 120.0 120.0 102.8 120.0 120.0 ,20.0 37-3/4" 120.0 120.0 120.0 720.0 98.0 720.0 120.0 120.0 48' 90" 120.0 120.0 97.9 120.0 77.1 102.0 140.0 120.0 49-J/4' 720.0 120.0 94.5 120.0 74.4 99.2 120.0 120.0 54' 114.3 720.0 87.0 116.0 66.5 91.4 120.0 120.0 c 60" 702.9 120.0 78.3 104.4 67.7 82.2 720.0 111.5 0 72' 95.8 100.5 65.3 87.0 57.4 68.5 120.0 92.9 u 24' 120.0 720.0 120.0 120.0 120.0 ,20.0 120.0 ,'e0.0 of 30' 720.0 720.0 120.0 120.0 109.7 120.0 120.0 720.0 36" 120.0 120.0 118.0 120.0 91.4 120.0 720.0 725.0 37-3/4' 720.0 120.0 110.7 120.0 87.1 116.2 120.0 120.0 a aa• 106• na.3 120.0 Bzo n6.o sas e1.4 uD.o 120.0 0 ao do Goo a i n i F� n /gf��Jj • • • • • • .aow*tprrlcvlcgn %�/ Nnl Ya592_ • • • • • • • • • S -'I- od w4lh We Plmida rA wfna /? 02 u 1f _ �- - •:(/ $ a �/� r. f° ina Dae %3 \i®.•• TATE F ` / drawing no. • • • . • • • • • 3 ��� �i� �ORIO�•. ••• , sg� •....�,. W17-52 0 •. 0 • • ..,.� 0 �7l OtilI l` • • • • I i I Sheet 5.1of 15 • . • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • • • • • • • • � r) n ANCHORS 1�y111111111f7� � 49-3/4" 34" 60' 72" 110.3 120.0 _84.0 112.0 66.1 88.2 120.0 1195 101.6 119.7 77.4 103.2 60.8 81.2 120.0 110.1 91.5 107.2 69.6 92.8 54.8 73.7 120.0 99.1 76.2 89.3 56.0 77.4 45.7 60.9 110.9 62.6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR MULLION DESIGN LOAD CAPACITY - PSR u� NOMINAL DIMS. MULL 'DMI' LULL 'DM2' MULL 'DM3' WIDTH (W) FRWE HELM EM.(+) INT.(-) EJ(T.(+) INT.(-) EXT.(+) INT.(-) 24' 30' 35' 37-3/4' ae' 49-3/4' 54' 6090.. 72 80' ROD 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 12D.0 90.0 120.0 9D.0 90.0 90.0 120.0 90.0 1200. 9D.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 90.0 90.0 1 90.0 120.0 90.0 120.0 120.0 90.0 90.0 1 120.0 90.0 120.0 81.7 61.7 90.0 120.0 90.0 120.0 24' W. 36' 37-3/4' 4B' 49-3/4' 54' 60' 72' 54' 9D.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 60.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 9D.0 90.0 90.0 120.0 90.0 120.0 0 90.0 90.0 120.0 90.0 9DF73..-(7 120.0 90.0 90.0 120.0 90.0 120.0 4 58.4 90.0 120.0 90.0 73.7 90.0 115.6 90.0 120.0 120.0 24' 30' 35' 37-3/4' 48' 49-3/4' 54' 60' 72' 96' 1 9D-090.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 1 120.0 90.0 120.0 81.5 81.5 90.0 120.0 90.0 120.0 75.7 78.7 90.0 120.0 90.0 72.5 72.5 90.0 115.7 1 90.0 120.0 120.0 65.2 65.2 90.0 104.2 90.0 120.0 54.4 54.4 86.8 56.5 90.0 100.6 24' 30' 36' 37-3/4' 45' 49-3/4' 54' 60' 72' 97-3/4' 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 120.0 90.0 90.0 90.0 120.0 90.0 77.2 77.2 90.0 120.0 90.0 1200. 120.0 74.5 74.5 1 90.0 120.0 90.0 120.0 68.7 68.7 1 90.0 111.3 90.0 120.0 51.8 1 61.5 90.0 100.2 90.0 116.1 51.5 51.5 83.5 53.5 90.0 96.7 24' 30" 36" 37-3/4' 4B' 49-3/4' 54' 60' 72' 108' - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 - - 90.0 12D.0 90.0 1200 120.0 - - 90.0 120.0 90.0 120.0 - - 90.0 101.0 90.0 116.8 - - 90.0 97.4 90.0 112.7 - - 89.8 39.8 90.0 103.8 - - 80.8 80.8 90.0 93.4 - - 67.3 67.3 77.9 77.9 24' 30' 36' 37-3/4' 48' 49-.3/4' 80' 120' - - 90.0 120.0 90.0 120.0 - - 90.0 120.0 90.0 120.0 - - 90.0 107.1 90.0 1200. - - 90.0 102.2 90.0 117.9 - - 80.3 80.3 90.0 92.8 - - 77.5 77.5 89.5 89.5 71.4 82.5 82.3 - 64.3 64.3 74.2 74.2 Wl + W2 WIDTH (W) - 2 ANCHORS AT DOOR NUWON SEE SHEET 5 'CGI WINDOWS' ENTRANCE DOORS SEE SEPARATE NOA t I• I ,8� I WIDTH (W) W7 + W2 2 4 WIDTH (W) - W1 + W2 2 ANCHORS AT DOOR MULLION SEE SHEET 5 DOOR MULLIONS e o nb H� F. • •• • • • • ••• • • • • • • • • •pnly if•RFVISFD / N 7 IDIr�Jl�ll�S.1 Iu I :. :rat Dae Q S OF ' ��� drawing no. MULLION 'DMI' MULllON 'DM2' MULLION 'DM3' • • • 9 0 : • •: R. is ,. OR10s • �,� / W1 %-cJ r1 i 1, 52 is IN"4 z IN'3 Ix IN"4 Sx IN" 3 It IN -4 x IN' P�;n- ✓ odOcl CoOYrR // iS/[�iy{ �� 5580 2.60 10.750 4.30 12.759 1 5.10 • • • • • • • • ' A At (111111111 �ahaet 6 of 15 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • u� N N n \� 3' 'CGI WINDOWS' DOORS • C / n.PENTRANCE SEE SEPARATE NOA Z q Q w L a oo al LL G t y M 0acc e 1 Q 9:2�4 6 WIDTH (W) - W1 + W2 2 ANCHORS AT DOOR MULLION SEE SHEET 5 DOOR MULLIONS e o nb H� F. • •• • • • • ••• • • • • • • • • •pnly if•RFVISFD / N 7 IDIr�Jl�ll�S.1 Iu I :. :rat Dae Q S OF ' ��� drawing no. MULLION 'DMI' MULllON 'DM2' MULLION 'DM3' • • • 9 0 : • •: R. is ,. OR10s • �,� / W1 %-cJ r1 i 1, 52 is IN"4 z IN'3 Ix IN"4 Sx IN" 3 It IN -4 x IN' P�;n- ✓ odOcl CoOYrR // iS/[�iy{ �� 5580 2.60 10.750 4.30 12.759 1 5.10 • • • • • • • • ' A At (111111111 �ahaet 6 of 15 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DOOR XUWON LOAD CAPACITY - PSP DOOR MUIJION LOAD CAPACITY - PBP No AL DIMS. MULL 'OMY BOLI. 'DM3' NOMINAL DW. MULL 'DM2' BULL 'DX 9fOM M) I cHm MO,N M) 911[2,a ',a44E H904r GOON IEl]I, NOES ��+) W,.(-) E%7.(f) IN7 4-) MDN (M) IC143 MM (M2) HOES I 1NMff 91015 D5W IMI, PC ES EKT.(i) WI. OR.(+ 647. (-) ) (-) 75-3/4 24 30 104 80 1 90.0 120.0 90.0 12D.0 90.0 1153 90.0 120.0 75-3/4 1 24 30 104 DO 1 90.0 120.0 90.0 120.0 90.0 120.0 90.D 120.0 36 37-3/4 90.0 108.5 90.0 1200 90.0 109.6 90.0 120.0 36 37-3/4 90.0 117.5 90.0 120.0 Rao '1,115.3 90.0 120.0 90.0 1019 90.0 12D 90.0 1021 9D.0 118.5 48 90.0 96.9 90.0 112.6 90.0 983 90.0 110.9 48 49-3/4 49-3/4 54 60 900 92D 90.0 105.9 67.6 87.8 90A 101.8 54 60 90.0 98.2 9D.0 113.9 90.0 93.1 90.0 108.0 24 30 110 90.0 108.3 1 90.0 120.0 90.0 118.8 90.0 115.9 24 30 110 90.0 113.9 90-0L 20.0 90.0 106.3 90.0 120.0 39 37-3/4 46 9Q0 941D 90.0 109.2 90.0 923 90.0 107.4 36 37-3/4 90.0 99.7 90.0 115.6 90.0 97.9 90.0 113.6 84.3 943 90.D 07.9 83.0 63A 90.0 96.5 80.1 80, 90.0 93.1 48 88.7 88.7 90.0 1028 172 672 90.0 101.2 344 84.0 90.0 97.4 49-3/4 54 44-3/4 51 60 60 76.4 76.4 88.7 8a.7 90.0 1 932 90.0 106.3 79.8 79.8 90.0 92.0 24 30 118 24 30 116 120 90.0 98.0 90.0 113.6 90.0 91.7 90.0 106.4 86.2 882 90.0 100.0 87.6 87.6 90.0 101.8 82.7 827 111,0 98.0 36 38 37-3/4 37-3/4 M 81.3 613 90.0 94.5 74.3 743 96.3 86.3 84.6 848 90.0 9&3 46 49-3/4 77.0 77A 80.3 80.] 75.8 758 88.0 86.0 49-3/4 732 732 85.0 85.0 70.7 70.7 92.1 821 54 60 54 711 73.1 84.6 84.8 87.4 67A 78.3 75.3 a5.9 659 90.0 99.a 60 24 69.6 69.6 80.7 80.7 69.5 69.5 90.0 103.8 24 30 38 120 1 9Q9 609 90.0 93.9 76.3 763 88.7 86.7 75.1 75.1 87.3 87.3 30 83.9 63.9 90.0 97.3 79.0 79.0 90.0 91.6 30 37-3/4 37-3/4 77.8 77.8 90.0 90.1 70.7 70.7 82.0 82.0 48 66.768.7 79.8 79.a 97.7 67.7 78.6 78.6 48 49-3/4 49-3/4 69.6 69.5 80.7 80.7 67.1 67.1 77.9 77.9 "0 64.0 74.2 74.2 54 60 65.4 55.4 76.0 76.0 624 62.4 72.5 1 72.5 54 _ 1 60 75-3/4 24 104 B4 900 120.0 90.0 120.0 90.0 118.a 90.0 1110 75-3/4 24 30 104 96 10.0 120.0 90.0 120.0 90.0 120.0 90.0 1120.0 30 36 90.0 111.5 90.0 120.0 90.0 109.5 90.0 120.0 36 37-3/4 90.0 120.0 90.0 120.0 90.0 120.0 90.0 120.0 37-3/4 48 49-3/4 90.0 992 90.0 115.2 90.0 97.7 90.0 113.4 48 49-3/4 90.0 110.2 90.0 1200. 90.0 108.2 90.0 120.0 54 60 90.0 94.1 90.0 109.2 0&4 WA 90.0 103.8 51 60 90.0 1038 90.0120.0 90.0 98.0 90.0 11 3. 6 24 110 90.0 108.5 90.0 1 120.0 90.0 101.9 90.0 118.4 90.0 959 90.0 1113 24 30 110 116 120 90.0 120.0 90.0 120.0 90.0 112.4 90.0 120.0 90.0 105.0 90.0 1200. 30 38 36 37-3/4 48 37-3/4 90.0 94.3 90.0 109.1 B&7 85.7 90.0 99.5 90.0 103.0 90.0 119.3 90.0 92.7 90.0 tO7.4 4a -40-3/4 84.4 64.4 90.0 98.0 81.4 61.4 90.0 94.5 49-3/4 54 90.0 91.1 90.0 100.0 87.6 87.6 90.0 101.5 54 60 77.5 77.5 90.0 90.0 90.0 94.7 90.0 'IDA 1 60 24 83.0 83.0 90.0 96.2 90.0 102L 90.0 118.8 24 116 30 36 37-3/4 5&9 889 90.0 '03.3 JO 36 37-3/4 90.0 95.7 90.0 110.9 89.6 89.6 90.0 103.0 516 63.8 90.0 97.3 824 62.4 90.0 95.7 BB.O 880 90.0 102.0 79.8 79.6 90.0 92.3 48 49-3/4 75.1 75.1 57.3 87.3 46 74.0 74.0 86.0 86.0 71.5 713 a3.0 a3.0 49-3/4 78.4 78.4 90.0 90.8 75A T75.4 87.4 87.4 71.6 71.6 83.0 83.0 54 60 54 8&1 681 79.1 791 6C 24 30 24 30 120 57.0 87.0 90.0 101.1 81.8 61.5 90.0 95.0 90A 1 92.9 90.0 107.0 858 1 86.8 90A 1100.8 90.0 94.0 36 37-3/4 77.2 77.2 89.6 19.6 75.9 75.9 88.1 88.1 36 37-3/4 90.0 92 B 84.2 84.2 82.9 82.9 T17 45 46-3/4 09.3 693 0 80.5 6&3 68.3 79.3 70.3 48 49-3/4 54 00 55.9 65.9 76.6 76.6 629 629 73.0 73.0 54 60 75.9 759 NO. OF ANCHORS AT DOOR MULLION ANCHOR 1/4• 1 3/8• 1/2• TYPES SHIM SHIM SHIM A 11 B 8 - - C 7 1- A7. 811 13 B1 7 11 3 C7 6 1 8 1 9 DOOR MULLION LOAD CAPACITY - PSP NOMINAL DD[S. MULL 'DML' MULL 'DXr MOLL 'DMO' MPH NO Im X6 N01M O72) N mm FRSE NO00 INCHES DOW IMIr 61CH13 E31. + M. ( EXT( +) () i (-) .(+) M. -) E%7 + IM.(-) 75-3/4 24 30 97-3/4 60 90.0 - 93.3 90.0 120.0 DCO 120.0 87.2 87.2 90.0 120.0 900 120.0 a1.7 81.7 90.0 120.0 900 120.0 30 37-3/4 80.3 90.3 90.0 120.0 900 1200 48 40-3/4 72.7 72.7 90.0 114.2 900 120.0 71.5 71Z 90.0 1123 900 120.0 5468.9 60 69.9 90.0 105.2 900 120.0 6i4 65.4 00.0 102.8 90.0 110.4 11 1 3 11 3 11 3 17 MULLION 'DM]' MULLION 'DM2' MULLION 'DM3' 5.550 S 2.60 J 0.750 S 4.30 3 2759 3 / 'CGI WINDOWS' FENTRANCE DOORS J/ SEE SEPARATE NOA Jc_______ i --_ -•"•--t i lir------------7 111 Y W2 W' DOOR MULLTONS NO. OF ANCHORS ' "5 ^ q� • i `\1T711�A)t. 77 Im 0 n Q e N �0 �.ff 0 �Np 0^0A gg 0 10. Oy86p CZE lY O LL W U) g fSZ ,� Sj Qwmgk' `` pd IHT_S!jMW • • • • • •• • • • �nnn!'•REVISED d 11 ••••• •• • • :.�cvpgi,NB with the FYv,/idS 9:1L/2 �' !!!� Ex ' [4111 Dais "T 00 •• • • •UdI • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EOF drawing no. W17-52 EDGE DIST. t �, TYPICAL ANCHORS EDGE DIST �, NPICAL ANCHORS EDGE DISE. n SEE ELEV. SEE V. WOOD BUCKS WOOD BUCKS a NPICAL ANCHORS FOR SPAGNG FOR SPACING 11� h SEE ELEV.I II s ( - eY I FOR SPACING \ ,, I (•.. _� . n •\ � a.. � 4. t��1 .4 F W L FI a Tr CA'fAl II �3w Ow 1 gSw Y.~ to\ n N t 0¢amo 40 0 I III I IY N tt�� y �Q II I 4 I I M a II 1 10 Q W; o 2 V) V) UO p I O i� i f.i o I J f�9 J Q Z CIRCULAR OR ANGLED FRAMES = qq 1 I I I OL O w2IRI w �/ w i Oa N r � O t t v 3 m I O C Z [Ji I I fl% Up¢ u II j 4I� 4A U .- jl I �Ij I I II I ! I o .i c - { I 4J I q p 111111 1 ,. 1 2 N�, (zN • •• • • • • ••• •'? ?' ? tltltll goo • ?RODUCT REVISED < :. } '�._ r • • • • • �ca•�ptyl�w:mdAllaiea• • M=* ; � = I � b' ' • . 02 TlPICAL ANCHORS •/ I : • . : . . R eNo _ '�, SEE ELEV. I '" �—'� • • • • • • • • \�o !((!ff �V� drawing no. FOR SPACING ( i1PICAL ANCHORS / r WOOD BUCK • • • • o,. • //�i OR10�;'[��_� lAI 1 7-52 G r1 EDGE DIST. SEE ELEV.—�1 JL FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ------------------ jIMWM-RADE COUNTY -APPROVEDII Ij MUWON do MULLION ANCHORS 11 �ISEE SEPARATE NOA I� -------------L___ll TYPICAL ANCHORS I TYPICAL IW Ch SEE ELEV. L SEE ELEV. FOR SPACING FOR SPACING TYPICAL ANCHORS: SEE ELEV. FCR SPACING TYPE 'Ai'- 5/16' OIA ULTRACON BY 'ELCo' (Fu -177 KSI, Fy-155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY 'CGI' INTO WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) I AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 1 B OR 28Y BUCKS INTO CONIC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) DIRECTLY INTO MASONRY 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1-1/4° MIN. I TYPICAL ANCHORS: SEE ELEV. FOR SPACING I TYPE 'A'- 1/4" DIA ULTRACON BY 'ELCD(Fu-177 KSI, Fy-155 KSI) DIST. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES -- 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY z 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 0 1-3/4" MIN, EMBED INTO FILLED BLOCKS (JAMBS) to DIRECTLY INTO MASONRY to 1-3/4° MIN. EMBED INTO FILLED BLOCKS (JAMBS) SEE ELEV. ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2° MIN. • INTO WOOD STRUCTURE = 1' MIN, •I• • ANCHOR CL TO CL DISTANCE INTO CONCRETE - 3" MIN.— L— INTO FILLED BLOCKS = 4" MIN. — — — — L ITYPE 'B'- 1/4" DIA ULTRACON BY 'ELCD' (Fu=177 KSI, Fy=155 KSI) — (STEEL N CONTACT Wmi ALUMINUM TO BE PLATED CR PAINTED) DIRECTLY INTO CONCRETE 0 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) I � s x ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. — — — — — ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. INTO FILLED BLOCKS = 4" MIN.— J — _ — _ _ TYPE 'C'- ],/4" DLA- TEKS OR SEF DRIUin SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR 0 INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE x ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) t^ STEEL: 1/8° THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) ANCHOR EDGE DISMCES '.NTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 M!N. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. ------------------ jIMWM-RADE COUNTY -APPROVEDII Ij MUWON do MULLION ANCHORS 11 �ISEE SEPARATE NOA I� -------------L___ll TYPICAL ANCHORS I TYPICAL IW Ch SEE ELEV. L SEE ELEV. FOR SPACING FOR SPACING TYPICAL ANCHORS: SEE ELEV. FCR SPACING TYPE 'Ai'- 5/16' OIA ULTRACON BY 'ELCo' (Fu -177 KSI, Fy-155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY 'CGI' INTO WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) I AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 1 B OR 28Y BUCKS INTO CONIC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) DIRECTLY INTO MASONRY 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1-1/4° MIN. I METAL STRUCTURES EDGE DIST. DN UL RRACO 1RV 'ELCO' (Fu=177 KSI, Fy=IS5 KSI) -- DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) z r LN ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. � W N TYPICAL ANCHORS SEE ELEV. FOR SPACING • ------------------ jIMWM-RADE COUNTY -APPROVEDII Ij MUWON do MULLION ANCHORS 11 �ISEE SEPARATE NOA I� -------------L___ll TYPICAL ANCHORS I TYPICAL IW Ch SEE ELEV. L SEE ELEV. FOR SPACING FOR SPACING TYPICAL ANCHORS: SEE ELEV. FCR SPACING TYPE 'Ai'- 5/16' OIA ULTRACON BY 'ELCo' (Fu -177 KSI, Fy-155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY 'CGI' INTO WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) I AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 1 B OR 28Y BUCKS INTO CONIC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) DIRECTLY INTO MASONRY 1-3/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1-1/4° MIN. I ••• •• • • • •• rRODUCF PEVLSED • • • cc"ft with th! 1!c>fda • • • ir.l2iog Oldc • zaff_ • Ac:aF[�x Nof %��� • • • • 4:"F 1 fY ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AW. �4,u O H� Z � F W ; Coo�� N `r n �u DC O 0 8 g g o M ;go 8 O OtE 3 Q Lo iL2Ni� J Q zm WES k yly` drawing no. W17-52 ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3° MIN. — INTO FILLED BLOCKS = 5" MIN.— _ — — — TYPE 'B1'-5/16° DN UL RRACO 1RV 'ELCO' (Fu=177 KSI, Fy=IS5 KSI) -- DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) I ANCHOR ❑ . DISTANCES INTO CONCRETE = 2-1/2" MIN. ANCHOR CL TO CL DISTANCE INTO CONCRETE = 3" MIN. — INTO FILLED BLCCKS = 5" MIN._ ,-TYPE 'Cl' -5/16" DIA TEKS_ OR SFIF DRIII ING SCREWS_ (GRADE 5 CRS) INTO MIAMI-OADE COUNT APPROVED MULLIONS • OR •I• • INTO METAL STRUCTURES • (3) THREADS MIN. PENETRATION BEYOND METAL SUBSTRATE•I• • ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL N CONTACT Wmi ALUMINUM TO BE PLATED CR PAINTED) ANCHOR EDGE DISTANCES • • • INTO METAL STRUCTURE = 1/2" MIN. • ! — — — — — • • WOOD AT HEAD OR JAMBS SG - 0.55 MIN. • • CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ••• •• • • • •• rRODUCF PEVLSED • • • cc"ft with th! 1!c>fda • • • ir.l2iog Oldc • zaff_ • Ac:aF[�x Nof %��� • • • • 4:"F 1 fY ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AW. �4,u O H� Z � F W ; Coo�� N `r n �u DC O 0 8 g g o M ;go 8 O OtE 3 Q Lo iL2Ni� J Q zm WES k yly` drawing no. W17-52 1/4' DIA SOLT WITH NUT U C3 SAT 12" FROM ENDS N 1/S�MMAX AND Z4" O.C. MAX. 1/SHIM N SEE SHEET 1`l SEE / SEE SHEET 1 -� Y 2 4 4� 3 Z q 3t c IL l 0 0:00 U H TYPICAL ANCHORS I SEE ELEV. _"•�TPIC ANCHORS O FOR SPACIN :_ _ _ ._ _ _ _ - ._ - - _. ___ ELEV. a FOR SPACING O 0 WO SRd1CTU Q ? LL i y = $ J f7 J EXTERIOR ' • Q W 02 1 D.L. OPG. 1 D.L OPG. FRAME WIDTH J n v ti N � Oni 1/SHIM 1/2" MAX. N SEE SHEET 1 IAF) ~ o ` 4 3 TYPICAL ANCHORS SEE SHEET 1 0 n ` SEE ELEV.— O a FOR SPACING p w v LO C O S Z 11 rn 0,11 Et TYPICAL ANCHORS �. SEE ELEV. F - - _ _ - - - `_ o I o .. FOR SPACING 1 UTERIOR . 18Y WOOD SUC< c 0 1/2' MAX. - SHIM u SEE SKEET 1 4 SA �J 3 • •• • • • • ••• r�,. y.. 11111111/! o METAL - - - - - - - - - _ _ PRODUCT R'cVISED r, No. iRI STRUCTURE - _ - _ - - - - • • • • • vQ—PI3 1v-- tLe•l1�rl • : ► _ �` • • Lod' CoR .• A�pen� 1o�7-tU3.o2 •�_�, _ $,�, U • • • • c T 4�ee • • •• • • �� A OF �=(t/�� crowing no. 1 ExraRloR M' DwomKl %� ,g' �y1�?�. W17-52 �1dAy.11 sheet 10 of 15) ••• • • • ••• • • N N I SEE SEPARATE NOA FOR DESIGN LOAD REINFORCINGCAPACITY OF DOORS AND DOOR ANCHORS. C u SEE SHEETS 6 & 7� LOWER VALUES FROM DOORS NOA q FOR CAPACITY \ O OR STOREFRONT SYSTEM CAPACITY CHARTS Q a it \ WILL APPLY TO ENTIRE SYSTEM. ? n : v SI Q tun ____________1 l II MIAMI -DARE COUI} Y APPROVED m I LARGE MISSILE IMPACT RESISTANT TRANSOM O d Q` B II A I. 1ll, _____----__ __------- - --y W m f I I ________________J I EXTERIOR g D.L, CPG. (n • C 'n n O C ¢ O w 0 3 �H D n y N-------------------------- -- I 0 , MIAMI -DARE COUNTY APPROVED j 3 1 s� LARGE MISSILE IMPACT RESISTANT DOOR I o i Z I„ ii V) 0oa i i t 0-m I, - II I - II I ;--- ----_- ------dI J l $ ru----------J d-------------� EXTERIOR o u D.L. OPG. y b • • • • • • • • • • • •PR!r REVISED • • • • • � a�YtnB aiih tAe Florida - : Y� _ .. >r S • • • • • • li, Idle Code • • • • • • • • •L:. - •. Dnte o OF drawing no. • • .•. Py W17-52 NW.v-6eProdxt Deet of 15 • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. v TYPICAL ANCHORS �� N SEE ELEV. FOR SPACING00 n Qi I�f �% o; _= 0Gme/4 �LF.U: I 1111 I Q W� f I IIII I I I IIII I � z I IIII I I 3 � I IIII I I IIIIU I o C� p R I IIII I fn cJ�z �. 1 IIII I i 33¢4_j __ --________ p W —J�-- O I IIII I I I --------- N U to LcQ jt7 Ill __ _�r— L I�—--, _________ o C Z n ta. I�M1>11f I u'i - R r 1.,., I J xx'rxxlUx R-1 I�y I I rPl O.L. OPG. (1 © W , S I I G I I id x ji i 4 C! NI DI• • • • • • • • • • • a \1111111// 8 4 o n � • • • PRODUCT RevtsFa • • • • • • ��!,tiy;�I6;sIhe FIcrea • • • •• • •„,,lra-L 6 OF000 •��� drowing no. • ... . uy ,; • oRlo!.•' �: W17-52 /....... lit 1\\\\ \\ sheet 12of 15 .... . ...... . • • • • ••• .... . . .... . WIDTH (W) - WI AT FRAME JAMB WIDTH (W) - AT FRAME MIULUON 2 FOR LOUVER FRAMES WITH INTERMEDIATE VERTICAL MU110NS REFER TO APPLICABLE CHARTS ON SHEETS 3 do 4. MCAL INS* 11KTION OF I(LIVERS IN THE WINDOW WALL SYSTEM USE ALUMINUM LOUVERS HOLDING CURRENT NOA D 1 E � I REINFORCING AS REOD. I/2, MAX// -SEE SHEET 4 FOR CAPACITY SHIM FOR KGVISED SEE SHEET I v - m wsoying wish the Fk-44 Rcldio6Code f 11l1.OZ ceptence No �c T n Dare _ m C � 2 h o oru O 0 -0 y _ r 02rya = C4 n 0 M n Q .0 C Z O ra U2mr _____ • • _.._.r _._ y 6 TYPICAL A E E0R5 I __________ -{TI • • • ___r__ � O FOR SPAC N\/ �i I __ _______L�1_�I I5 • 1 •L-� mit_•____•_ �I\5\IIIIII�T�' n� • • • I i i• • • • • --------------------------� wo SiRUCTUR r -------------- ---------'--I r - ----------- JI IIL -- �-1--------------------r•-'•TT- • • • • ESTERIOI• • - : * - •• • • • i • .•�` $ Y COINER WIDTH ` • • • • • .rale, WI • • • • r • • W2 • • • • % V ' TE OF =!/ drawing no. '�'' •. 2oR5o►,•,�'/ W 17-52 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • H 5.000 -{ 094 D TYP 2.750 .125 4.031 FRAME HEAD/SILL/JAMB 1 RECT. OR SQUARE FRAMES 094 1.7150 C 2.750 TYR 125a� 4.031- FRAME .031 FRAME HEAD/SILL/JAMB A CIRCULAR OR ANGLED FRAMES 4.799 1.653 .094 TYP. -ANCHOR CHANNEL B CIRCULAR OR ANGLED FRAMES .094 344 �L-14.192 -I FLAT SNAP 4.192 n 453 1.453 094 NP. .125 3.626 FIN SNAP 4.192 4553 094 TYR MODIFIED FIN SNAP I 5.000 y 094 1.75O MODIFIED FRAME HEAD/SILL/JAMB RECT. OR SQUARE FRAMES 1.521 .697 I .187 3.357 4.751 L L 5 � MULLION REINF ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MAN]`./SUPPLIER/REMARKS 1 19501 AS REOO, FRAME HEAD/SMI/JAMB (RECT- CR SQUARE FRAMES) 6063-T6 - 1.1 19501 AS READ, MODIFIED FRAME HEAD/SILL/JAMB (RECT. OR SQUARE FRAMES) 6063-T6 - IA 18 2 19572 19571 19505 AS READ, AS REOD. AS REOD. FRAME HEAD/SILL/JAMB (CIRCULAR OR ANGLED FRAMES) ANCHOR CHANNEL (CIRCULAR_OR ANGLED FRAMES) FLAT SNAP 6063_-T6 6063-T6 1 6063-T6 - - - 3 19502 AS REOD. FIN SNAP 6063-T6 - 3.1 19502 AS REOD. MODIFIED FIN SNAP 6063-T6 - 4 4A 48 19503 19504 19573 AS REDD. AS REOD. AS REDD. INTERIOR (LASS STOP (LAIR. GLASS) INTERIOR GLASS STCP (INSUL LAM. GLASS) INTERIOR CLASS STOP (CURVED GLASS) 6063-T6 6063-T6 6063-T6 - - - 5 19509 AS REOD. MULLION REINFORCING 6063-1`6 - SA 19532 AS REOD. MULLION REINFORCING STEEL A36 6 13144 4/ LITE INTERIOR GLAZING SPACER (DUROMETER 65±5) SHORE A EPDM - 7 1 61823 4/ LITE EXTERIOR GLAZING SPACER (OUROMETER 80±5) SHORE A SANTOPRENE - 8 - 2/ UTE SETTING BLOCKS (LAM. GLASS), AT 1/4 POINTS EPDM DUROMETER 8035 SHORE A 8A - 2/ UTE SETTING BLOCKS (INSUL LAM. GLASS), AT 1/4 POINTS EPDM CUROMETER 8035 SHORE A 9 /12 X 2' AS REOD. ASSEMBLY FASTENERS ST. STEEL PH SELF DRILLING 10 /6 X 1-5/8' AS RECD. GLASS STOP FASTENERS, AT 2-1/2" FROM ENDS do 13-1/2' O.C. ST. STEEL PH SELF DRILUNG 11 195D6 AS RECD. DOOR MULLION 6083-70 - +1A 19510 AS READ. DOOR MULLION REINFORCING 6063-T6 - IIB 19528 AS REOD. DOOR MULLION REINFORCING 6063-T6 - l.'25 r 1.749 125 .158 --{ 1.076 188 4.750 TYR 3.893 4.999 4.540 T22,3 .183 4.549 .535 - _- MULLION REiNF.n DOOR MULLION LLA DOOR MULyON REINF.: ('%t-0 :1).:R D.I t1i ReF.* • • • • • • • • • 2.908 2.185 1.246 •• ••• •• • • • •• 062 0621 .062 TYP. TYP. TYP• 1.121 1.000 1.121 01 00 .990 .865 • • • • • •Pi� Nr B Ls�'" • -'F: • • L'•'Yi1dmx Cotte ' +ii4•�2 -2.863--I 2.1401 T�l 1 • • • • • •lcmw-ii- Ir INT. GLOSS STOP INT. GLASS STOP INT. GLASS STOP ! 1,.mi ade Produce C UAL. GLASS INSUL LAM. GLASS n CURVED GUSS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OF , N n I n O: N S O : � 0v N J m H a OtH� 0Oeavi R A R 8 0 'L ",2c q I1IYY 2 QWmf�, r u gg � g n o drowing9 n0. W17-52 V Z �•; h \ \\ \ \ Q VR 0 uI ei FRAME TOP CORNELog R WELLED JOINTS Q 0 0 n Z W J vi C r - N F5 0 2 xh C O CIRCULAR OR ANGLED FRAME CORNERS n 3 0 HORIZONTAL CORNER U e / � i - I O u u i / • • • • • • • • • l • ; �-'--� .0 / EXTERIOR • • • • • • • • • �\1111111f/1j� c A � O g /' PgOD No REJ%b£{ j�000 / FRAME BOTTOM CORNE / • • •• • — t"' 101 �•® tYT OF (y •� drawing no. y %cis' [W17-52 Mi Dade R121x1C \���®I�IAl1j111� sheet 15af 15 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • WEENR MIAMI•DADE ML"U-DADF COUNTY No 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 SIW Impact Windows, LLC 975 S. Congress Avenue, # 1.02 Delray Beach, FL 33445 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 Migmi-Dade Co41x4 RER — Product Control Section to be used in Miami -Dade County and other areas where•aljdwjd by the Authority Having Jurisdiction (AHJ). ...... *see** This NOA shall not be valid after the expiration date stated below. The Miami-Dadeocfem#lty Product Controj • Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami -Dada qty) rete the right" to have this product or material tested for quality assurance purposes. If this proYlm or rn;eriat fails to.... perform in the accepted manner, the manufacturer will incur the expense of sueh'febfi% and Tild AVJ may • • • immediately revoke, modify, or suspend the use of such product or material wither �h ">: jurisdiction REA! 0 reserves the right to revoke this acceptance, if it is determined by Miami—DadQ CCu>3ty Prgduct: Control t Section that this product or material fails to meet the requirements of the applicabla building colt! • • • This product is approved as described herein, and has been designed to comply with tete Flotida J3uildirnbd• • • •; Code, including the High Velocity Hurricane Zone. 0.:..* IDESCRiPTION: Clioned. Extruded Aluminum Tube Mullion. — L.M.I. APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1, dated 10/01/07, with revision F dated 05/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, 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 No. 15-0715.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0717.02 Expiration Date: November 21, 2022 Approval Date: August 24, 2017 8 Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufactur'er's die drawings and sections. (Submitted under NOA No. 07-1016.06) 2. Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 18 of 18 and sheet 3.1, dated 10/01/07, with revision F dated 05/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. . ...... B. TESTS 0...... 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-44' 2) Cyclic Wind Pressure Loading per FBC, TA$203-94 ; • • • •; along with marked -up drawings and installation diagram of s0069,100 nlulled'single.... hung and fixed windows, prepared by Hurricane Engineering'g' Vesting, •fag., Test• : • • Reports No. HETI-07-4107, dated 03/26/07 and IIETI-07-411secrated 04/09/07, both • ; • .: • signed and sealed by Rafael E. Droz-Selo, P.E. • • • • � • (Submitted under NOA No. 07-1016.06) 2. Test reports on: 1.) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TAS202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 07-1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5 1 Edition (2014), dated 07/10/15, and updated to the FBC 6th Edition (2017) on 06/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E--1 Manuel P.E. Product Contr 1 Ex miner NO No. -0717.02 Expiration Date: November 21, 2022 Approval Date: SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017), and of no financial interest, dated June 29, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07-4107, dated 03/26/07, HETI-07-4108, dated 03/26/07 and HETI-07-4115, dated 04/09/07, Wl issued by Hurricane Engineering & Testing, Inc., signed and sealed by R•pfael E.:17r0Seda, ,,,, .. • ...... . (Submitted under NOA No. 07-1016.06) • ...... G. OTHERS • • • • .. ..... 1. Notice of Acceptance No. 15-0715.04, issued to SIW Impact Windows, LEC, fpr their: • • • Clipped, Extruded Aluminum Tube Mullion — L.M.I., app* ov * o• on 02/2.7/16 aritT • •: - expiring on 11/21/17. • . . . . ...... Manuel P P.E. Product Contr4 Exa iner NOA No. - 717.02 Expiration Date: November 21, 2022 Approval Date: August 24, 2017 E-2 m4ft" TUBE MULLION SEE SEPARATEENCA RECTANGULAR ALUMINUM TUBE MULLIONS g SEE SHEET 2 FOR SIZES FOR CAPACITY - i -i i n�i i --- WINDOW FRAME USING MULLION PROPERTIES ONLY Z ° i AND SHEETS 3& 3.1-\ I I I r-SEE SEPARATE NOA 0 h 97 z FOR CAPACITY 1 I / FOR CAPACITY MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. " N j II I j SEE SEPARATE NOM'S FOR WINDOWS/DOORS IMPACT AND LOAD RATINGS. S It n.. F , LOWER VALUES FROM MULLION APPROVAL OR WINDOW/DOOR NCA g O ` °o __j If j�lr--� nv� WILL APPLY TO ENTIRE SYSTEM. 00 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE O: O I REQUIREMENTS OF THE 2017 (8TH EDITION) FLORIDA BUILDING CODE 0 t "n p/ ___ JL kJL —__ -- _ _� ���f= J U11JI ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE o TUBE MULUON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).JIM (� C "I 1^ , j -_ SEE SHEET 2 FOR SIZES a m IAND SHEETS 3 & 3.1 I ---y APPLICABLE BUILDING CCDE REQUIREMENTS LE: WINO LOAD, WATER 0 IL Q =T FOR CAPACITY INFlLTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. O I WOOD BUCKS BY OTYERS. MUST BE ANCHORED PROPERLY TO TRANSFER Q; Z O LOADS TO THE STRUCTURE Z N i'IL DOOR FRAME ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT _ SEE SEPARATE NOA TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). J 0829 J FOR CAPACITY ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS QMISS ARE NOT PMT OF THIS APPROVAL-� TUBE MULLION A LOAD DURATION WCREASE IS USED IN DESIGN OF MCHORRS INTO WOOD ONLY. --------- --- - - SEE SHEET 2 FOR SIZES _ _ ------------------- --- ________ _________ I `� fr= =-L- AND SHEETS 3 & 3.1 i `'`''� _ MATERALS INCLUDING BUT NOT LIMITED TO STEIVMETAL SCREWS, THAT 11 � -L FOR CAPACITY r 1.1� II I COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE II II II I� I REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. Z Tj n ji II II ii MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION J O IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. J �N L �i A 5 DO Zv1�Eli INSTRUCTIONS: L I ILp�+I I I I {I I} �j tl ___ USE CHARTS AND GRAPHS AS FOLLOWS. CD U a L--� L--� L------------r_`� ---- Z H L___ ___�L-----------'— STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 Z m FOR PARTICULAR OPENING. a OU STEP 2 USE MIAMI-UADE COUNTY APPROVED GLAZING PRODUCTS (A MEETING ¢ m MEETING ABOVE LOAD REQUIREMENTS. J STEP 3 USE GLAZING PRODUCT CONNECTION TO MULJON AS a 3 n W J AS PER PRODUCT APPROVAL SEE SEPARATE NOA !n rn D DOOR FRAME USING CHARTS ON SHEET 3 & 3.1 SELECT MULLION SIZE O FOR CAPACITY STEP 4 WITH DESIGN ON MORE THAN DESIGN LOAD SPECIFl(D IN STEP 1 ABOVE. USING ANCHOR TYPES AND ANCHOR CAPACITY CHARTS o STEP 5 ON SHEETS 4 THRU 18, SELECT ANCHOR TYPE WITH m �+ It==--- —__= 1--1 n______________� DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IT 'I I IN STEP 1 ABOVE. Fi c Oo olz of ala ------------- L --- 1r 0 __} - Tit II III 11 11 j y0q 9,co 1I •• •• •• *0: •• J TUBE MULLIONLI•• • •••• •s•••• ••••3•I)••••(fCT•••••Tt•E�•••••ISF�•• ••• •• r1:'_ ,; e:�'if� l7 �'\P\� \7-11" (1"YG11•1•N•1�•bI.`F,Ib A °S Ow wo g SEE SHEET 2 FOR SIZE ------- AND SHEETS 3 & 3.1 ••0 FOR CAPACITY a cnw � 1 g `ate suliAnnB wish the Flaida o A l -D pQ 7D592 s • • • • • F< inion Dau • • • By e° u MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS �•• • •• V .41Prod, I of �r drawing no. HORIZONTAL OR VERTICAL THESE MUIJONS CIN ONLYAE UST-D;J% •• ?" \�i,S' � o►. sqa a / M07-04 • SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING SIW GLAZING PRODUCTS \/ Q 'At- -,0sheet 1 Of 18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.000 �^- I 3.000 125 TYP. Ix =.9502 IN\4 Sx - .6335 IN\3 1 X 3 STD. MULLION 6063-T6 -�•�1.000 F 125 TYP. 4.000 Lu Ix 2.0374 IN\4 Sx = 1.0187 N\3 1 X 4 STD, MULLION 6063-T6 -={,.000 F .375 .125 4.000 .375 Ix 3.1878 IN\4 Sx = 1.5939 N\3 1 X 4 CUSTOM MULLION 60&'.-T6 2.000 1-2.000 -1 r 2.000 -_{ 1 zs TYP. .125 .250 6.000 TYP. IYP. 4.000 4.000 LL ----j L Ix - 2.9762 N1,4 I Ix -5.3073 IN\4 I Ix - 8.2757 N\4 Sx = 1.4861 IN\3 Sx = 2.6536 IN\3 Sx o 2.7586 INV �{ 1.250 F 125 4.500 L r 11 0 Ix = 4.2421 IN\4 Sx - 1.8854 !N\3 1-1/4 X 4-1/2 CUSTOM MULLION Ix = 15.2031 IN\4 Sx 5.0677 IN\3 Ix 4.8538 IN\4 Sx 2.4269 IN\3 4 X 4 STD, MULLION 6063-T6 .125 TYP. Ix 16.9059 N\4 Sx = 5.6353 IN\3 6 X 6 STD, MULLION 6063-T6 Z X 4 2 X 4 2 X 6 L X b STD. MULLION HEAVY MULLION STD. MULLION JJEAVY MULLION Ix = 17.4502 IN\4 Ix = 40.7060 N\4 6063-T6 6063-T6 6C63 i6 6063-T6 Sx = 4.3625 N\3 Sx = 10.1770 IN\3 t.6so 2 X 8 8X8 Ego STD, MULLION STD. MULLION 6063-T6 6063-T6 125 THESE MULLIONS CAN ONLY BE USED WITH 2500 .125 2.500 • • • • SjW QLAZItK PRGOUOfS • • 1.530 NOTCH • `I/tlllf 111 /' 1.030 • • • • • • • • OPTIONAL • •• • • • •1 -•••• •^. \ / NOTCHF---3.750 -i F^ ---3.750--W OPTIONAL .125 a •MDUCM• • • VISFD • �Q;: JCENSF ••. /�% NOTCH as m-ki6+8 wNh da; Florida OPTIONAL 2.00) / Baitdiogc N , -0717.012 = 70592 1 2' .4ocepmace 14o v I V ® •MIN.• • • ,alloa Daae /�•' _ � • • i7 I I B3 _ • • OF MULLION CUP (6o63 -T6) a e MULLION CUP (6063-T6) 1/2' �2.000� • • n1.un epmo LRC_ • (ALT. TO ANGLES) 1/2• (ALT. TO ANGLES) MIN. • • • • • • • '� �• CLIP LENGTHS MUST BE CUT TO FIT SNUG MIN. CUP LENGTHS MUST BE CUT TO FIT SNUG ANGLE CLIP • 000 • • INTO 1BY TUBE MULLIONS. INTO 28Y TUBE MULLIONS. 6063-T6 /1T11111111 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �I Q \ 4 J $ a drawing M07-04 j'-- 2.000 -�•{ 250 TYP. 6.000 Ix = 15.2031 IN\4 Sx 5.0677 IN\3 Ix 4.8538 IN\4 Sx 2.4269 IN\3 4 X 4 STD, MULLION 6063-T6 .125 TYP. Ix 16.9059 N\4 Sx = 5.6353 IN\3 6 X 6 STD, MULLION 6063-T6 Z X 4 2 X 4 2 X 6 L X b STD. MULLION HEAVY MULLION STD. MULLION JJEAVY MULLION Ix = 17.4502 IN\4 Ix = 40.7060 N\4 6063-T6 6063-T6 6C63 i6 6063-T6 Sx = 4.3625 N\3 Sx = 10.1770 IN\3 t.6so 2 X 8 8X8 Ego STD, MULLION STD. MULLION 6063-T6 6063-T6 125 THESE MULLIONS CAN ONLY BE USED WITH 2500 .125 2.500 • • • • SjW QLAZItK PRGOUOfS • • 1.530 NOTCH • `I/tlllf 111 /' 1.030 • • • • • • • • OPTIONAL • •• • • • •1 -•••• •^. \ / NOTCHF---3.750 -i F^ ---3.750--W OPTIONAL .125 a •MDUCM• • • VISFD • �Q;: JCENSF ••. /�% NOTCH as m-ki6+8 wNh da; Florida OPTIONAL 2.00) / Baitdiogc N , -0717.012 = 70592 1 2' .4ocepmace 14o v I V ® •MIN.• • • ,alloa Daae /�•' _ � • • i7 I I B3 _ • • OF MULLION CUP (6o63 -T6) a e MULLION CUP (6063-T6) 1/2' �2.000� • • n1.un epmo LRC_ • (ALT. TO ANGLES) 1/2• (ALT. TO ANGLES) MIN. • • • • • • • '� �• CLIP LENGTHS MUST BE CUT TO FIT SNUG MIN. CUP LENGTHS MUST BE CUT TO FIT SNUG ANGLE CLIP • 000 • • INTO 1BY TUBE MULLIONS. INTO 28Y TUBE MULLIONS. 6063-T6 /1T11111111 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �I Q \ 4 J $ a drawing M07-04 ARCHES TO BE wSCRBED INSIDE RECTANGULAR SHAPE DESIGN LOAD CAPACITY - PSA (TUBE MULLIONS) GLAZING PRODUCT DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) _ MULLION SPAN J ' WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3' 1 X 4 STD. STD. 1-1/4 K 1 1 4 4-1/2 2 X 4 2 X 4 CUSTOM COMM STD. HEAVY WINDOW DIMS. I X 3 1 X 4 STD. STD. 1-1/4 z 1 X 4 4-1/2 2 X 4 2 X 4 CUSTOM CUSTOM STD. HEAVY M1OT1 (11� I11.L SPAN 19-1/8" 26-1/2' 30' 37' 42" 48' 54" 60" 66' 72' 36-3/8' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8" 26-1/2' 30' 37' 42' 48' 54' W. 66" 72' B4" Sz0 37.5 111.5 80.6 130.D 122.9 130.0 130.0 130.0 117.6 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 33.2 71.1 108.5 130.0 103.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 1 26.9 57.7 66.0 105.6 84.2 23.7 50.8 77.5 93.0 74.2 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 170.0 130.0 20.7 {4.4 67.8 81.4 64.9 115.8 127.8 130.0 130.0 130.0 130.0 130.0 - 395 60.3 774 57.7 102.9 115.0 130.0 130.0 130.0 130.D 130.0 54.3 65.1 51.9 92.6 104.5 130.0 130.0 130.0 130.0 130.0 - 323 49.3 59.2 47.2 84.2 95.8 130.0 130.0 130.0 130.D 130.0 45.2 54.3 43.3 77.2 19-1/6' 26-1/2' M. 37' 42' 46' 54" 60' 56' 72" 1 50-5/8' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/6" 26-1/2' 30" 37' 42' 48' 54" 60' 66' 72" 96' 34.8 74.7 1169 130.0 109.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 25.1 53.9 84.4 111.4 78.8 13D.0 130.0 130.0 130.0 130.0 130.0 130.0 22.2 47.6 74.5 98.4 69.6 124.1 105.7 130.0 130.0 130.0 130.0 - 38.6 60.4 79.8 56.4 100.6 _130.0 93.1 130.0 130.0 130.0 130.0 130.0 - 34.0 53.2 70.3 49.7 88.6 81.5 128.6 130.0 130.0 130.0 130.0 - 29.8 46.6 61.5 43.5 77.6 72.4 114.3 130.0 130.0 13010 130.0 - 28.5 41.4 54.7 38.7 88.9 65.2 1C2.9 130.0 13MO 130.0 130.0 - 23.8 37.3 49.2 34.8 62.0 59.3 93.5 130.0 130.0 1130.0 130.0 - 21.7 33.9 44.7 31.6 56.4 54.3 85.7 130.0 130.0 128.2 130.0 - - 31.1 41.0 29.0 51.7 19-1/8' 26-1/2' 30' 37' 42" 1" N. 60' 86' 72" 63' 123.3 130.0 130.0 130.0 130.0 130.0 19-1/8' 26-1/2" 30" 37" 42' 54' 60' 66' 72" 108" i 244 52.5 82.1 109.3 76.7 130.0 69.0 130.0 130.5 130.0 130.0 130.0 37.9 59.3 78.9 55Z 98.7 78.6 130.0 130.0 130.0 130.0 130.0 - 33.5 _ 52.3 69.7 48187.1 - 27.1 42.4 56.5 39.6 70.7 63.7 106.2 130.0 130.0 130.0 130.0 561 93.5 130.0 130.0 130.0 130.0 - 23.9 37.4 49.8 34.9 62.2 49.1 81.8 124.0 130.0 122.7 130.0 _ 20.9 32.7 43.5 30.5 54.5 43.7 72.7 11 D.2 130.0 109.1 1 130.0 - - 29.1 38.7 27.1 48.4 39.3 65.5 991 118.8 9B.2 130.0 - - 26.2 34.8 24.4 43.6 35.7 59.5 90.2 108.0 89.2 130.0 - - 23.5 31.7 222 _ 39.5 378 54.8 82.7 99.0 81.8 130.0 - 21.8 29.0 20.4 36.3 19-1/8 26-1/2" 30" 37' 42' 48' 54' 60' 66" 72' 74-1/4• 75.3 130.0 130.0 130.0 130.0 130.0 19-1/8" 26-1/2" 30' 3T 42" 46' Be 60' 86' 72' 120' - 38.3 59.9 79.7 55.9 99.7 54.4 105.4 130.0 130.0 130.0 130.0 - 27.6 43.2 57.5 40.3 71.9 46.0 93.1 130.0 130.0 130.0 130.0 - 24.4 38.2 SOX 35.6 63.5 38.9 755 114.1 130.0 113.5 130.0 - 30.9 41.2 28.9 51.5 34.3 65.5 100.5 120.4 1 100.0 13D.0 - - 27.3 36.3 25.4 45.4 30.0 58.2 87.9 103.4 87.5 130.0 26.7 51.7 78.1 93.7 77.8 130.0 - - 23.8 31.7 22.3 39.7 - - 21.2 28.2 35.3 24.0 46.6 70.3 84.3 70.0 122.2 - - - 25.4 - 31.8 21.8 42.3 63.9 75.6 63.5 111.1 Z0.0 389 58.8 70.3 58.3 101.9 - - - 23.1 - 28.9 - - 21.2 26.5 19-1/B' 26-1/2" 30' 37' 42" 48' 54' 60" 66" 72" 78' 55.0 130.0 130.0 130.0 130.0 130.0 19-1/8" 28-1/2' 30' 37" 42' 48' 54" 60" 66' 72' 132" - 2B.7 45.0 59.8 42.0 74.9 46.9 95.2 130.0 130.0 130.0 130.0 41.4 84.1 126.8 130.0 126.5 13D.0 - 20.7 32.5 43.2 30.3 54.0 - - 28.7 36.2 268 47.7 33.6 6B.2 102.8 123.3 102.6 13D.0 - - 23.2 30.9 21.7 38.7 29.6 60.1 90.6 108.6 90.3 130.0 - - 20.5 27.3 - 34.1 25.9 525 79.3 95.1 79.1 137.0 - - - 23.8 - 29.8 23.0 46.7 70.5 84.5 70.3 122.6 - - - 21.2 - 26.5 20.7 42.0 63.4 76.1 602 110.4 - - - - - - - - - - 23.9 21.7 - 38.2 57.7 69.1 57.5 100.3 - 35.0 52.9 63.4 52.7 92.0 - - - - - - ALL LOADS ARE EXT.(+)/INT.(-). 19-1/e" 26-1/2' 30' 37' 42" 54" 144' - 22.1 34.6 46.1 32.3 57.7 - - 25.0 33.3 23.3 41.6 - - 22.1 29.1 20.6 36.8 - - - 2310 - 29.8 - - - 21.0 - 26.3 230 - -1 ARCHES TO BE wSCRBED INSIDE RECTANGULAR SHAPE W1 W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 2 HORIZONTAL MULLION GLAZING PRODUCT GLAZING GLAZING PRODUCT VERTICAL MUUJON _ MULLION SPAN J z GLAZING GLAZING O PRODUCT PRODUCT W1 W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 2 HORIZONTAL MULLION GLAZING PRODUCT GLAZING GLAZING PRODUCT PRODUCT _ MULLION SPAN J NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) a �n O h • M lz 10L o tap Ci Cog a&mgm s 06.04 .� Q www � W y p JB�� Pl a�of� r €� � 3 v � � THESE MUWONS CAN ONLY BE USED WITH 2 0? R 1D • • •.. . • i•SIW :AZ'r'G Pl�iucTs .0 g o oS _ • • • • • • • • 1111111111! MULLIO1 S ......, .... . �QAH ••• •• • • • • aP: eN o PRODUCT REV h thae �ccnplViOB w�rtilrhftl0IN yF/lorida _� � •• •E16n+u 0 ••fix - S : fi • • `% •�% o • • Oy • \� Q •• � drawing no. • • • •.•vni ade Plsduct• . •• N••.• �� . .. •.. M07-04 • • • • • • • '� ��7�?/Qj�i 1111��```` sheet 3 of 18 • • • • • • • • • • • •• •• • • • •• •• DESIGN IOAD CAPACITY - PSP (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) ARCHES TO BE INSCRIBED INSIDE RECTANG" SHAPE HORIZONTAL MUUJON ! -� ypDRT AL PRDODOUCI : MULLION � z GLAZING GLAZING 3 PRODUCT PRODUCT 0 H ; GLAZING 7.... _1 W1 W2 MUWON SPAN TYPICAL MULLION ARRANGEMENTS W7 + W2 WIDTH (W) = 2 NOTE: MUWONS RATED IN THESE CHARTS MAY BE ORIEN-ED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) THESE MULLIONS CAN ONLY BE USED WITH • •• •.• • • • $IW 4PLAZI64PRCDUCT5 • • • • • T lJ LLl O 1�{ 1J • • • • • • ' • •` A}� •72" Fm t'RODUCT REVISED ' sC� '•. \ H�;."Ay ag ith•w Florida S Code Acct Wa No •t'% • • • • • Bt•�` • • • • ✓<� • • DY'.• TA OF •�(/� • • • ilfam YaCe �CMct CalO -\ • • • • • • • • '• pI p,:' •• /1S /1111 n,1,1/ U � Z m q „•, w 1 0 p 0 n 0 O g d C Q g G0 L 0 G Z O W J Z M Q w Q W 07 '� 3 rn o C, L...., n1t�YDA DNS. 4X4 2X8 2 X 6 2Xa 6X6 8 X8 M.STD. HEAVY STD. STD. STD. ,WINDOW DIMS. 4 X 4 2 X 6 2 X 6 2 X8 8XB 8 X 8 STD. STD. HEAVY STD. STD. STD. WIDTH (W) MLLL SPAN WIDTH (W) MULL SPANI 19-1/8' 26-1/2' 30' 37• 42" 48' 5{130.0 80' 86' 72" 35-3/8' 130.0 130.D 130.0 130.0 130.0 130.0 19-1/e 26-1/2' - ' 84' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 3T 42' 48' 54• 60' 6fi" 72' 130.0 1300 130.0 130.0 130.0 130.0 121.0 130.0 1310 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 105.9 121.8 130.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 94.1 108.3 130.0 130.0 130.0 130.0PRODUCT 84.7 97.1 130.0 130.0 130.0 130.0 130.0 1301 130.0 130.0 130.0 130.0 130.0 130.0 130.0 730.0 130.0 130.0 77.0 88.6 130.0 130.0 130.0 130.0 130.0 170.0 130.0 130.0 130.0 130.0 70.6 81.2 130.0 124.6 130.0 130.0 19-7/8' 26-1/2' 30" 37' 42' 48" 54' 60" Be 72' 50-5/8' 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 26-1/2" 30' 37' 42• 48' 54' 61' 66" 72• 95" 130.0 ,30.0 130.0 130.0 130.0 130.0 130.0 1301 130.0 130.0 130.0 130.0 zas 130.0 131.0 13a.a ,30.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 7300 130.0 130.0 130.0 130.0 113.5 130.0 130.0 130.0 130.0 130.0 92.0 119.6 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 81.1 105.3 13D.0 130.0 1300 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 70.9 922 130.0 130.0 130.0 130.0 63.0 81.9 130.0 125.4 130.0 130.0 vl Z O J � w DO Z Q �� n a U n JN J o ^ N 30 > M ¢ t` Z 177 31+1 N = a ♦- U UQ I Q p W N d U m �✓7� v �. ^ 4J J to rn 130.0 130.0 130.0 130.0 130.0 130.0 56.7 73.7 130.0 112.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 51.8 67.0 119.0 102.6 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 47.5 61A 109.1 94.1 130.0 130.0 19-1/B' 26-1/2' 30' 37• 42' 54' 60' Be 72' 63" 130.0 730.0 130.0 130.0 130.0 130.0 19-1/8' 26-I/2• W. 37' 42• 48' 54' 60" 86' 72' 108' ,25.0 130.0 130.0 130.0 130.0 730.0 131.0 130.0 ,300 130.0 130.0 130.0 90.2 130.0 130.0 ,JO.o 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 79.7 115.2 130.0 130.0 130.0 130.0 130.0 130.0 13!7.0 130.0 ,3o.0 130.0 64.6 S3.4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 56.9 82.3 130.0 125.7 130.0 130.0 49.8 72.0 127.6 110.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 44.3 64.0 113.4 97.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 39.9 57.6 102.1 880 122.9 130.0 130.0 130.0 130.0 130.0 730.0 130.0 36.2 52.4 92.8 80.0 111.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 33.2 48.0 85.0 73.3 102.4 13O.D 19-7/8" 28-1/2' 30' 3Y 42' 48• 54' 60" 66• 72• 74-1 4' / 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 26-1 /2' 30' 37' 42" 48' 54" 60" 66' 72' 120" 91.1 130.0 1300 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 65.E 104.6 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 58.1 92.4 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 47.1 74.9 130.0 114.1 130.0 130.0 C ,9„ - y '0 • 4 p n O S 6 `� 41.5 66.0 116.6 100.5 130.0 130.0 150.0 130.0 130.0 11fl.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 36.3 57.7 102.0 88.0 123.5 130.0 129.0 130.0 130.0 130.0 130.0 130.0 32.3 51.3 1 90.7 78.2 109.8 130.0 116.1 125.9 130.0 ,30.0 130.0 130.0 105.8 114.5 1300 130.0 130.0 130.0 29.1 46.2 81.6 70.4 98.8 130.0 26.4 420 74.2 64.0 89.8 130.0 96.8 105.0 130.0 130.0 130.0 130.0 24,2 38.5 68.0 58.6 82.3 130.0 19-1/8• 26-1/2" 30' 37" 42' 48' 54' 60' Be 78• 130.0 130.0 130.0 130.0_ 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 19-1/8' 26-1/2' W. 37" 42' 48' 54' 60" 66' 7Z" 132' 68.5 116.7 130.0 130.0 130.0 130. 49.4 94.3 130.0 130.0 1300 130.0 130.0 130.0 130.0 130.0 130.0 130.0 43.7 74.4 130.0 114.9 13UO 130.0 130.0 130.0 130.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 35.4 80.3 108.0 93.2 123.3 130.0 31.2 53.2 95.1 82.1 106.6 130.0 130.0 130.0 130.0 130.0 130.0 130.0 27.3 46,5 133.3 7,.8 95.0 130.0 116.6 126.3 130.0 130.0 130.0 130.0 24.3 41.3 74.0 63.8 84.5 1300 105.0 113.7 130.0 130.0 130.0 130.0 21.6 37.2 66.6 57,1 76.0 130.0 95.4 103.4 130.D 130.0 130.0 130.0 - 33.8 60.5 52.2 69.1 1 130.0 ,• q 4 d b c : o` drowing no. M07-04 87.5 94.7 130.11 130.0 130.0 130.0 - 31.0 55.5 47.9 63.4 120.4 ALL LOADS ARE EXT.(+)/INT.(-). /8' 26-1/2' 31" 37" 42• 48' 54' 144' 52.7 89.9 130.0 130.0 130.0 1300 38.1 64.9 119.2 108.0 130.0 130.0 33.6 57.3 105.3 95.4 117.1 130- 27.3 48.5 95.4 77.3 95.0 130.0 24.0 40.9 75.2 88.1 83.7 130.0 21.0 35.8 65.0 59.11 73.2 130.0• - 31.8 58.5 1 53.0 1 65.1 130.0 shee(3.1ol"If ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BLOCK TPoM LEG tEOD. ALTERNATE ANCHOR LOCATION MULLION TYPICAL. ANCHORS TYPE 'W2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS INTO CONC. OR MASONRY SEE SHEET 6 FOR ANCHOR CAPACITIES BLOCK .. ... . . . . . .. ft �av�Tll�Uxa• •• ..... • • • • �n8d' 2 7P•' V(',EN4 ElmAecepancaw No D42 :a Date •• ••• BY •• Si ' THESE MULLIONS CAN ONLY It LM• • • • • • • • l� �� SIW GLAZING PRODUCTS //////111111111 INAl. O``\`� • • • • • • • • • • ••• • • • ••• • • 4,V z o- • /Qj ZW N O p L a,0�j 0 a 0, paoo� IF Q WD1f r �1! lrOwing no. M07-04 2 X 2 X 1/8" MULLION M • CONCRETE... ... a. •Ed. FLOATING CUP _OCK FLOATING CUP nTYPICAL ANCHORS 2 PER CUP MULUON 3/8" 3" MIN. MIN. I I I I I I I I I I I I A YPICAL ANCHORS PER CUP BLOCK mmJ Z q r 08 q� N � ; N ogo�� m 0��'� 0 'o 0 RL Oats H 0 aW=�� N 4� Q WQmig r TYPICAL ANCHORS TYPE 'B2' 'C2' 'M2' • • • • • • • • • • • • > DIRECTLY INTO HOLLOW/FILLED BLOCK • • • • • • • • • • •�r • •" ••� ` I I I I I r�liii �� DIRECTLY INTO CONCRETE• • • • • D •" • ��� P®•...... INTO METAL STRUCTURES • • • • • a a�¢o�ioplyiing l he • •sF_''•'O a.;ld�C t -o !7.0 SEE SHEET 6 FOR ANCHOR CAPACITIES f'OBn 2 T a S 13Y 0 • • • .N ped�Rc�&;ct • •, A of drawing no. THESE MULLIONS CAN ONLY•RE USE; -WITH :00 • • • �� SS '•" SIW GLAZING PRODUCTS i®iI I tt�j sheet 5 of 18 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• 0• DESIGN LOAD CAPACITY - I'SF DESIGN LOAD CAPACITY - PSF OW DIMS. I ANCHORS TYPE WINDOW DIMS. I ANCHORS TYPE 19-1/8' 26-1/2' 30' 37" 42' 1" 54" 60" 66" 72' 1 38-3/8' 1 130.0 130.0 117.7 65.0 1 130.0 130.0 130.0 130.0 19-1/8' 26-1/2' 30' 37" 42" 48" 54° 60' 66' 72- 75' 129.1 75.0 130.0 130.0 104.7 60.9 130.0 130.0 92.2 53.6 119.4 130.0 80.7 48.9 104.4 122.1 71.7 41.7 92.8 108.5 64.5 37.5 83.6 97.7 58.7 34.1 76.0 88.8 53.6 31.3 69.5 81.4 19-1 26-1/2" 3p' 37' 42' 48" 54" 60" 66' 72' 20' 130.0 89.2 130.0[74.1 41.3 24.0 53.4 62.5 19-1/8- 26-1/2' 30" 37" 42' 48' 54" 60' 66" 72" 84' 110.8 64.4 130.0 97.8 56.9 126.7 79.3 46.1 102.7 69.9 40.8 90.5 61.2 35.5 79.2 54.4 31.6 7DA 4&9 28.4 63.3 44.5 25.9 57.6 67. 3 40.8 1 23.7 52-8 1 61 7 19-1/8' 26-1/2- 30' 3T 42" 48' 54' 60" 66' 72' 63' 123.3 1 71.7 130.0 130.0 19-1/8- 26-1/2' W. 37" 42' 48' 54" 60" 66" 72' 96' 89.0 1 51.8 115.2 130.0 78.6 45.7 101.8 119.0 63.8 37.1 82.5 96.5 56.2 32.7 72.7 85.0 49.1 25.6 63.6 74.4 43.7 25.4 56.6 68.1 39.3 22.9 50.9 59.5 35.7 20.8 46.3 54.1 32.8 - 42.4 49.6 19-1/8' 26-1/2' 30' 37' 42'47.7 48' 54' 1. 66' 74-1/4' 104.7 80.8 130.0 130.0 19-1/8- 26-1/2' W. 37' 42" 48' 54" 60' 66' 108' 75.5 43.9 97.8 114.3 66.7 38.8 86.4 101.0 54.1 31.4 70.0 81.9 27.7 61.7 72.1 41.7 24.2 54.0 63.1 37.1 21.5 48.0 56.1 33.4 - 43.2 50.5 30.3 - 39.3 45.9 ALL LOADS ARE EXT.(+)/INT.(-). 39.7 1 23.1 51.4 35.3 20.5 45.7 41.1 28.9 - 37.4 38.9 32.8 80.9 58.4 32.3 28.7 - 71.9 I 41.8 51.9 30.2 28.7 37.1 43.4 1 I 255 I - I 33.0 I 38.6 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 4 & 5 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) MULLIONA ANCHORS HORIZONTAL MULUON 'w IRS ARCHES TO BE INSCRIBED `INSIDE RECTANGULAR SHAPE %GLAZING / PRODUCT VERTICAGLAZINCL DESIGN LOAD CAPACITY - PSF --TyPICAL W2: W2; E2: C2: M2: ANCHORS: 1 /4" DL4 ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 I(SI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO HOLLOW/FILLED BLOCK 1-1 /4" MIN. EMBED INTO BLOCK DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE .],(4" DIA. TEKS OR SELF DRILLING SCREWS (GRACE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. IMO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. 0-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm 2000 PSI MUWON WINDOW DIMS. ANCHORS TYPE M2 WIDTH (W) MULL SPAN W2 02 C2 M2 130.0 108.8 19-1/8' 26-1/2" 30' 37" 42" 48' 54' 60' 66" 72' 20' 64.8 37.6 83.8 9s.o 46.7 27.2 60.5 70.7 96.1 41.3 24.0 53.4 62.5 77.9 33.5 - 43.3 50.7 68.7 29.5 - 38.2 44.6 25.8 - 33.4 39.1 60.1 53.4 22.9 - 29.7 34.7 48.1 20.6 - 26.7 31.2 43.7 - - 24.3 28.4 40.1 - - 223 28.0 130.0 19-1/8" 26-1/2' 30' 37' 42" 48' 54' Go. 66' 72" 132' 58.9 34.2 76.2 89.1 101.0 42.5 24.7 55.0 64.3 893 37.5 21.8 48.6 56.8 72.4 30.4 - 39.4 46.1 63.8 26.8 - 34.7 40.8 55.8 23.5 - 30.4 35.5 49.6 20.8 - 27.0 31.6 44.6 - - 24.3 28.4 40.6 - - z2.t 25.8 37.2 - - z0.z 23.7 122.5 19-1/8' 26-1/2' 30" 37' 42" 48' 54' 80' 86' 44' 54.0 31.4 69.9 81.7 88.4 38.9 22.6 50.4 58.9 78.1 34.4 20.0 44.5 52.1 63.3 27.9 - 36.1 42.2 55.8 24.6 - 31.8 37.2 48.8 21.5 - 27.8 32.5 43.4 - - 24.7 28.9 39.1 - - 22.3 26.0 35.5 - - 20.2 23.7 28.7 37.1 43.4 1 I 255 I - I 33.0 I 38.6 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 4 & 5 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) MULLIONA ANCHORS HORIZONTAL MULUON 'w IRS ARCHES TO BE INSCRIBED `INSIDE RECTANGULAR SHAPE %GLAZING / PRODUCT VERTICAGLAZINCL �-MUWON ANCHORS W1 W2 • • • • WUWON•SPAN• • • • 000 0 TYPICAL MULLION ARRANNQLNMENTMCHk)ctREvISm • •' BMilftg Code QQ WIDTH (W) _ Aces>•unm�/ -D 6D� • By •••� :. tai t ; THESE MULLIONS CAN ONLI• BE USfD WITH 000 •• • • • • • • SIW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 70.982 A OF 7 drOwinq no M07-04 ANCHOR AIL jl �MULIKIN ANCHORS GLAZING PRODUCT MUWON 0 7 GLAZING 2 PRODUCT PRODUCT PRODUCT I 2 �-MUWON ANCHORS W1 W2 • • • • WUWON•SPAN• • • • 000 0 TYPICAL MULLION ARRANNQLNMENTMCHk)ctREvISm • •' BMilftg Code QQ WIDTH (W) _ Aces>•unm�/ -D 6D� • By •••� :. tai t ; THESE MULLIONS CAN ONLI• BE USfD WITH 000 •• • • • • • • SIW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 70.982 A OF 7 drOwinq no M07-04 ANCHOR AIL jl �MULIKIN ANCHORS GLAZING GLAZING PRODUCT PRODUCT �-MUWON ANCHORS W1 W2 • • • • WUWON•SPAN• • • • 000 0 TYPICAL MULLION ARRANNQLNMENTMCHk)ctREvISm • •' BMilftg Code QQ WIDTH (W) _ Aces>•unm�/ -D 6D� • By •••� :. tai t ; THESE MULLIONS CAN ONLI• BE USfD WITH 000 •• • • • • • • SIW GLAZING PRODUCTS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 70.982 A OF 7 drOwinq no M07-04 2 X 2 X 1/8' ALUM ANGLE Ilo p FLOATING CUP -\ TYPICAL ANCHORS \ �i Z m Z MN' 2' MIN. 2 PER ANCLE �\ p i 2' MIN. TYPICAI, HSP z b Z // 24 PER Z o 4 SMS- 2 PERI ANGLE ar n H E d'op6o \`8 IOWA ----- -- ------------- ----�� G t• -- -------------- ---- �_-__= 0 c M ----- - a & � , s PAq 0ao; , �J MUWON MULLpN M0 7 Ip Ho F OW/FlLLED BLOCK LLED BLOCK S C7 m Q r LCO CREPE CR Q W m F TRIM LEG—� FAS READ. P1 N c+ T3M ALTERNATE \ANCHOR LOCATICN 3/8' 3" MIN. O ro MIN. J III Imo` \ � IjW�... ------1 + III I W >Q Q M m . Z Z (~j 4 0 0m n MLILU Lo 8 Q m t uj r MULLpN O TYPICAL ANCHORS TYPE 'W4-2' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES THRU 1BY BUCKS ;NTO CONC. OR MASONRY SEE SHEET 10 FOR ANCHOR CAPACITIES vo C N V O? •• ••• • • • • • •• o C� o b' • • • • � i f�LIL'1 �Ebls� i. • • • :�� PJ�' ������ �4 �conplylryl with iknda �: 'NSF d r4 Buiidog C de ! �\ E Yam' Dm!ZQ No. 70 _ B • • Ry • • • 0 • 1"1 I Cartr • • • • • • • • •, OF '. � drawing no. . .. Dr THESE MULLIONS CAN ONLYGBE USED WfIH ••• • • • ���� S. GLAZING PRODUCTS WWII �— 18 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TRIM LEG tE00. ALTERNATE ANCHOR LOCATION ------- I I I f.� I I I I MULUON 2 X2X 1/B' .I ALUM GLE FLOATING CLIP 2' MIN. TYPICAL ANCHORS 4 PER CLIP .00K 3/8' 3' MIN. / MIN I I I I I I I I i I I � I I _ I I N I I I I r1 I I 1 � I TYPICAL ANCHORS TYPE '$4-2'. 'C4-2', `M4-2' DIRECTLY INTO HOLLOW/FILLED BLOCK DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 10 FOR ANCHOR CAPACITIES BLOCK 3 w o 0 Z m m Q f Z n o ogn�� n m H 0 t w, n POacZ ,� o o,,�a 3 �o m t� 0 LLzm_� n N m Z O JN n J JO W0 0 DO "nn H 3 La H �= I aim a O 0- J L4 a tnmo r • • • • • • • • • u 0. o W G • • • • • �toou�r Rellsl • • - 4 m —drM wpm ew Flivib /� J sF •. R BwlaurR 1 h Ac -p., Nle -0 _ .. • • • • i RC • •�� drowinq no. THESE MULLIONS CAN I!NLY BE 4ED WTH • • • • • i �lY�+� `�M07-04 SIW GLAZING PRODUCTSt��I 1.,``\\\\ sheet 8 ofTg • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 X 2 X T�3 ALUM ANGLE a I0 TYPICAL ANCHORS - / r 1/2� Z' M'N, 2 PER ANGLE MIN. Z F m • 4 sms- 2 PER 1 ANGLE ------- - - - - - ' I0I,��� dozes`" 8 pL 0o� A=LL IQggo J 0 0 MUWON MAX. a OLLOW/Flli m BLOCK to CONCRETE Z STRUCTURE J O J ^- J TRIM LEG W AS REQD. m Z N 6` MIN.ALa ANCHOR L ON� 3 U n 7 ------- ___ - d m CD ¢ 3u> -i J N �010 CDI - O I I I � MUWON _ u E e A - TYPICAL ANCHORS TYPE 'B4-2'. 14-2', 'M4-2' si DIRECTLY INTO HOLLOW/FILLED BLOCK • • • • • • • • • • • • ` 8 DIRECTLY INTO CONCRETE • • • • • • • • • u INTO METAL STRUCTURES• • • • p/tO0bc74iEVtsF�• • ,• • •x: ,���`` \I1!1 Z//' ,',/ c �p, �...,, SEE SHEET 10 FOR ANCHOR CAPACITIES •• ••s sscyifyy QiV: th�4lorTda •• /� Y.•'\1GEN&r'•. �� c o Buil f4 o J •• see rky • ••t,�: �� - J • • Miem c uct • � '. �/� s • • s • • \✓ �� Browing no. •• •• m �:' e� M07-04 S W GLAZING PRODUCTS THESE MULLJONS CAN LYDBE•USED•\17TH • • • • • • • • �,',' (� �_,i9 `�� �Uinlll\\\\�`\ sheet 99 of 18 • • • • • • • • • • ••• • • • ••• • DESIGN LOAD CAPACITY - PEP GLAZING DESIGN IAAD CAPACITY - PEP DESIGN LOAD CAPACITY - PEP Z GLAZING GLAZING f PRODUCT PRODUCT N GLAZING \ANCHOR �DETNL �70. GLAZING `MULLgN c•+ ANCHORS 3 t2, c y TYPICAL ANCHORS: �u a WINDOW DIMS, ANCHORS TYPE PRODUCT WINDOW DIMS. TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-2 H4-2 C4-2 M4-2 WIDTH (W) MULL SPAN _ANCHORS W4-2 H4-2 C4-2 M4-2 WIDTH (W) MULL SPAN W4-2 H4-2 C4-2 M4-2 1/4 DIA. ULTRACON BY 'ELCO(FU-177 KSI, FY=155 KSI) o 19-1/8' 130.0 130.0 130.0 1130.0 19-1/8" 130.0 90.4 130.0 130.0 19-1/8' 129.5 58.7 T11.9 130.o W4-2: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES z 26-1/2' 130.0 130.0 130.0 130.0 26-1/2" 130.0 65.2 124.3 130.0 26-1/2' 93.5 42.4 80.6 130.0[D-1/2- MIN. PENETRATION INTO WOOD30't3D.o 117.1 130.0 130.0 30` 1z7.0 5zs to9.e 130.0 30' 6z.6 37.4 71.4 Iz5.0HRU 113Y BUCKS INTO CONC. OR MASONRY37- 130.0 94.9 130.0 130.0 37' 103.0 45.7 _ 89.0 130.0 37" 66.9 30.4 57.9 101.3 -1/4" MIN. EMBED INTO CONC. OR MASONRY 42" 130.0 83.6 130.0 130.0 42" 90.7 41.1 78.4 130.0 42" 59.0 26.7 51.0 69.3 o 0 W 48' 3B -3/B' 130.0 73.2 130.0 130.0 48" 78' 79.4 36.0 68.6 120.2 120' 51.6 23.4 44.6 78.1 84-2: DIRECTLY INTO HOLLOW/FILLED BLOCK a Sa' 130.0 65.0 124.0 130.0 54' 70.6 32.0 61.0 106.8 48" 54' 45.9 20.8 39.6 69.4 1-1/4" MIN. EMBED INTO BLOCK IIuu O C u. 0 a m 60" 129.1 58.5 111.6 130.0 60" 63.5 23.8 54.9 96.1 60' 41.3 - 35.7 62.5 C4-2: DIRECTLY INTO CONCRETE (� G a 66" 117.3 53.2 101.4 130.0 66' 57.7 25.2 49,9 87.4 65" 37,5 - 32.4 56.8 1-1/2" MIN. EMBED INTO CONCRETE ao?g 72" 107.6 48.8 93.0 130.0 72' 52.9 24.0 45.7 80.1 72" 34.4 - 29.7 52.1 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 0 9. p 0 19-1/8' 130.0 130.0 130.0 130.0 19-1/8" 130.0 83.9 130.0 130.0 19-1/8' 117.7 53.4 101A 130.0 Nm OH 26-1/2' 130.0 100.5 130.0 130.0 26-1/2' 130.0 60.5 115.4 730.0 26-7/2' 85.0 38.5 73.4 128.6 M4-2: INTO METAL STRUCTURES N Q 30" 130.0 68.7 130.0 130.0 30' 53.5 101.9 130.0 30" 75.1 34.0 64.9 113.6 STEEL : 1/8" THK. MN. (Fy = 36 KSI MIN.) y, Z 1n _ 0 ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) 1 D o t0 37" 130.0 72.0 130.0 130.0 37" 95.6 43.4 82.7 130.0 37" 60.9 27.6 52.6_ 9_2.7 (STEEL IN CONTACT WTH ALUMINUM TO BE PLATED OR PAINTED) ,� 42" 50-5/8" 130.0 63.4 120.8 130.0 42' 84' 84.2 38.2 72.8 127.5 42" 132" 53.6 24.3 46.3 81,1 122.3 55.5 105.7 130.0 48' 73.7 33.4 63.7 111.6 48" 46.9 21.3 40.5 71.0 TYPICAI DISTANCE 54" 108.7 493 94.0 130.0 54' 65.5 29.7 56.6 99.2 54" 41.7 36.0 63.1 INTO CONCRETE AND MASONRY s 2-1/2" MIN. 60" 97.8 44.4 84.6 130.0 60' 59.0 26.7 51.0 o 8_.J 6D" 37.5 - 32.4 56.8 INTO WOOD STRUCTURE = 1" MIN, 66" 89.0 40.3 76.9 130.0 66" 53.6 24.3 46.3 81.1 66" 34.1 - 29.5 51.6 INTO METAL STRUCTURE = 3/4" MIN. Z V 72" 81.5 37.0 70.5 123.4 72" 49.1 22.3 42.5 74.4 72' 31.3 - 27.0 47.3 ANCHORS CL TO CL DISTANCE - 2" MIN. J O 19-1/8' 130.0 111.9 130.0 130.0 19-1/8' 130.0 73.4 130.0 130.0 19-1/8" 107.9 48.9 93.3 130.0 -T a� 26-1/2' 130.0 80.7 130.0 130.0 26-1/2' 116.8 53.0 101.0 130.0 26-1/2' 77.9 35.3 67.3 117.9 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. v 30' 130.0 71.3 130.0 130.0 30' 103.2 46.8 89.2 130.0 30' 68.8 31.2 59.5 104.1 CONCRETE AT HEAD, SILL OR JAMBS f•c = 3000 PSI MIN. p Q M 37' 127.5 57.8 110.2 130.0 37' 83.7 37.9 72.3 125.6 37' 55.8 25.3 48.2 C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fm 2000 PSI MIN. Z 42` 172.3 50.9 97.7 130.0 42' 73.7 33.4 63.7 111.6 42` 49.1 22.3 42.5 _84.4 74.4 w� 48" 6S, 9B.3 44.6 85.0 130.0 48' 96, 64.5 29.3 55.8 97.6 48" 1u" 43.0 - 37.2 65.1 _ 55" 87.4 39.6 75.5 130.0 54" 57.3 26.0 49.6 86.8 54" 38.2 - 33.0 57.9 60' 78.6 35.7 68.0 119.0 60' 51.8 23.4 44.6 78.1 60' 34.4 - 29.7 52.1 -� 66` 71.5 32.4 61.8 108.2 66' 48.9 21.3 40.5 71.0 66` 31.3 - 27.0 47.3 J N 72' 85.5 29.7 56.6 99.2 72' 43.0 - 37.2 65.1 Q 3 ^ w 19-1/8' 130.0 94.9 130.0 130.0 19-1/8' 130.0 65.3 124.4 130.0 MU WON MULUON HORIZONTAL MULLION ANCHORS �+ N rn o F 26-1/2' 130.0 88.5 130.0 130.0 28-1/Y 103.8 47.1 89.8 130.0 ANCHORS ARCHES TO BE INSCRIBED 0 30' 130.0 60.5 115.3 130.0 30" 91.7 41.6 79.3 130.0 - INSIDE RECTANGULAR SHAPE 37" 108.2 49.1 93.5 130.0 37" ;74.4- 33.7 64.3 112.642" 74-1/4" 95.3 43.2 ! 82.4 130.0 42" QB" 29.7 56.6 99.2 83.4 37.8 72.1 126.2 48" 26.0 496 86.6 4" 74.1 33.6 64.1 112.2 54" 23.1 41.0 77.1 60' 66.7 30.3 57.7 101.0 60" 45.9 20.8 39.6 59.4 66" 60.7 27.5 52.4 91.8 66" 41.7 - 36.0 63.1 72' 55.6 25.2 48.1 84.1 72 38.2 - 33.0 57.9 ALL LOADS ARE EXT.(+)/INT.(-).-MUWON ANCHOMULUORS A e c a� W1 W2 • ••: : .MU a •AN••O-1 4�Io e:Ban, 'J • �I.o�c, o • • • • • = • • • NOTE: • • • a • • • • s a 71 L\\\\II II111/j' ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS TYP;:NEnN15• • • : • • .��\�w,..... u1 S Tf AT HEAD, SILL OR JAMB ENDS. • PP&1 RPV '� .•N ' SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. Wt 4 W2 Bui14ic3 Code pw (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = 2 pcccPmcce ' O i7• Q� = No 70592 .. e a • WE • � O • a • • � • • • • DY •! • • • • • Mw9+y • uafo0 00 mt \� Op :•(V` dr0wing no. THESE MULLlt CAN GNLY BE:;(PWITh0. S, `�� M07-04 SIW GLAZING PRODUCTS ll1\71\� sheet 10 of 18 ••• 0 • 0 ••• • • GLAZING YERT1CAL MULLION Z GLAZING GLAZING f PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-).-MUWON ANCHOMULUORS A e c a� W1 W2 • ••: : .MU a •AN••O-1 4�Io e:Ban, 'J • �I.o�c, o • • • • • = • • • NOTE: • • • a • • • • s a 71 L\\\\II II111/j' ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS TYP;:NEnN15• • • : • • .��\�w,..... u1 S Tf AT HEAD, SILL OR JAMB ENDS. • PP&1 RPV '� .•N ' SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. Wt 4 W2 Bui14ic3 Code pw (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = 2 pcccPmcce ' O i7• Q� = No 70592 .. e a • WE • � O • a • • � • • • • DY •! • • • • • Mw9+y • uafo0 00 mt \� Op :•(V` dr0wing no. THESE MULLlt CAN GNLY BE:;(PWITh0. S, `�� M07-04 SIW GLAZING PRODUCTS ll1\71\� sheet 10 of 18 ••• 0 • 0 ••• • • GLAZING �^ PRODUCT N GLAZING \ANCHOR �DETNL �70. GLAZING `MULLgN c•+ ANCHORS 3 t2, c y o � � $ o 3 PRODUCT PRODUCT L - ALL LOADS ARE EXT.(+)/INT.(-).-MUWON ANCHOMULUORS A e c a� W1 W2 • ••: : .MU a •AN••O-1 4�Io e:Ban, 'J • �I.o�c, o • • • • • = • • • NOTE: • • • a • • • • s a 71 L\\\\II II111/j' ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS TYP;:NEnN15• • • : • • .��\�w,..... u1 S Tf AT HEAD, SILL OR JAMB ENDS. • PP&1 RPV '� .•N ' SEE SHEETS 7 THRU 9 FOR ANCHOR DETAILS. Wt 4 W2 Bui14ic3 Code pw (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (W) = 2 pcccPmcce ' O i7• Q� = No 70592 .. e a • WE • � O • a • • � • • • • DY •! • • • • • Mw9+y • uafo0 00 mt \� Op :•(V` dr0wing no. THESE MULLlt CAN GNLY BE:;(PWITh0. S, `�� M07-04 SIW GLAZING PRODUCTS ll1\71\� sheet 10 of 18 ••• 0 • 0 ••• • • Y � Y ¢ u; 2 ALUMXANQE � c�i m � �' MW. TYPICAL ANCHORS iL(YQING CUP Z q /I _ _ 2 PER ANGLE \ \ ❑ 2, - MI _ H 'O Z MIN. TYP. Z No mli 3� MIN. �p C` W • 7 2 PERI ANGLE - ❑ TYPICAL PcT� CANICHDHIIUP pO W f1 In t p m o MULLION ® MULLION / IaL to x LL I/2' H%FIL�EO BLOCK HOLLOW/FILLED BLOCK a W pmj f MAX. CONCRETE MAX. CONCR N In I Z 0 Jo N 3 5/8' MIN. 3' MIN.�i w M w OQn N2 ------------ ______ r-- ED 0 V,) Li a n 1 ® I I Z <0 m H a3rlw o I I 1 I 1 ❑o oR r w /w ------------- MULL ON MUUJONJ bl$aiS TYPICAL ANCHORS TYPE `W4-3' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES c u THRU 1 BY BUCKS INTO CONC. OR MASONRY • • • r • • + • • + • : 8 r _ass • • • • • • • • J 0 C U a SEE SHEET 14 FOR ANCHOR CAPACITIES • • • • • • • • • u s coc•PIY�wiW the Ptlarida / �@:•'JGFJI3F � Q t 4 p�I C N. 12-0 • • • • • pr,_ Dlde ct C O • • • • • • • A F� dtCWing no. THESE41-1-10QS CAN Ot" §E US D W(TH • V ^� / S ,��� M07-0411 SIW GLAZING PRODUCTS '��/�i �NI t ,�' \ tsheet 11 of 1 $ • • • • • • • • • • • • • • • • • • • • Y • ••O • • 0 ••• 0 0 u� ' PLUM hVCIE� �� I 3/2" TYPICAL ANCHORS FLOATING CUP Z n PER ANGLE MIN. 7YP. z 3- MIN. TYPICAL ANCHORS /14 �SM ER S 8 CUP PER / 2 PANCLE� _ O � 4 -- lr-- s 5 MULLION— MULLION—I MAIL Vt//FlUEO BLOCK 410 -, /FILLED BLOCK O f CONCRETE CONCRETE O Er -fly RUCTURE STRUCTURE N n V) a Z U n Q JO N 3" MIN. 3/8" 3" MIN. w Q > LI m Z_N� II 3W a _ _ O = n I I I I ff I ® I I I VZVQ 4 0- Z 003 H I I U Vi 3nw rr I I I I I I I I rn - U �1 ___ w ______ w w SIG E MULLION MULLION h U F pp F • �L g2 TYPICAL ANCIIORS TYPE 'B4-3', 'C4-3 DIRECTLY INTO HOLLOW/FlLLED BLOCK c m = DIRECTLY INTO CONCRETE • • • • • • . • • i SEE SHEET 14 FOR ANCHOR CAPACITIES °c • • • • • • • • . • • ````11111 I{II!!!!!!A'/' • L 000 • • • ••• • :� P. �RODUC"f REVISED ` ); ... .• o m �W311nB w�;h the Fbrida . : u Building Cade 0 _� NO. = n` —Ptzneetao /%07 • • • • • 333 .' (!j� V • • • • • • • AA' '•. 1(A� crowing no. THESE PULLIONS' CAN ONLOr" USES WITH • V • • fie/ -• `�� M07-04 SIW GLAZING PRODUCTS ! till sheet 2 of 7 $ • • • • • • • • • • MUWON TYPICAL ANCHORS TYPE 'B4-3'. 'C4-3' DIRECTLY INTO HOLLOW/FILLED BLOCK DIR=CTLY INTO CONCRETE SEE SHEET 14 FOR ANCHOR CAPACITIES OCK • e • • • • •!'ROOUCI'REVISW • W —44Y11-8 W,th the Mod& s� �r t •• ••• 5 ire •• • • THESE MUWONS CAN CINLY BE•USE� • SIW CLAZINC PRODUCTS N N N (n Y Z Lj w 0 O m Z En cr_ g U00 Z aVm r i r � N m Q m a 3: Ln Nrno �1� —A a n N0. •40- drawing9 no. �' '°.11 1 M07-04 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) HULL SPAN W4-3 B4-3; C4-3 19-1/8' 26-1/2' 30" 37" 42"38-3/8" 48" 54" 60' 66" 72" 78" 130.0 130.0 1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 121.7 130.0 130.0 _107.2 130.0 130.0 93.8 130.0 130.0 83.4 130.0 129.1 75.0 130.0 117.3 68.2 130.0 107.6 62.5 130.0 19-1/8' 26-1/2' 30' 37' 42" 48' 54" 60' 66' 72" 50-5/8" 130.0 130.0 130.0 130.0 128.8 130.0 130.0 113.6 130.0 130.0 92.3 130.0 130.0 81.3 130.0 122.3 71.1 130.0 108.7 63.2 130.0 97.8 56.9 126.7 89.0 51.7 115.2 81.5 47.4 105.6 19-1/8' 26-1/2" 30" 37' 42" 48• 54" 60" 66" 72• 63' 130.0 130.0 130.0 130.0 103.5 130.0 130.0 91.4 130.0 127.5 74.1 130.0 112.3 55.3 130.0 98.3 57.1 127.2 87.4 50.8 113.1 78.6 45.7 101.8 71.5 41.6 92.5 65.5 38.1 84.8 19-1/8" 26-1/2' 30" 37' 42"74-1/4" 48" 54" 60' 6fi' 72' 108' 130.0 121.7 130.0 130.0 B7.8 130.0 130.0 77.6 130.0 108.2 62.9 130.0 95.3 55.4 123.4 63.4 48.5 108.0 74.1 43.1 96.0 66.7 38.8 86.4 60.7 35.3 78.5 55.6 32.3 72.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN W4-3 H4-3 C4-3 19-1/8' 26-1/2" 30' 37' 42' 48' 54' 60" 66" 72' 78" 130.0 115.8 130.0 130.0 83.6 130.0 127.0 73.8 130.0 103.0 59.9 130.0 90.7 52.7 117.5 79.4 46.2 102.8 70.6 41.0 91.4 63.5 36.9 82.2 57.7 33.6 74.7 52.9 30.8 68.5 19-1/8' 26-1/2" W. 37' 42' 48' 54' 60' 66" 72" 84" 130.0 107.6 130.0 130.0 77.6 130.0 117.9 68.6 1 130.0 95.6 55.6 123.8 54.2 49.0 109.1 73.7 42.9 95.4 65.5 38.1 84.8 59.0 34.3 76.3 53.6 31.2 69.4 49.1 25.8 63.8 19-1/8" 26-1/2" 30' 37' 42" 46' 54" 60' 66" 72" 96 130.0 94.1 130.0 116.8 67.9 130.0 103.2 60.0 130.0 53.7 48.6 108.3 73.7 42.9 95.4 64.5 37.5 83.5 57.3 33.3 74.2 51.6 3D.0 66.8 46.9 27.3 60.7 43.0 r25.0 55.7 19-1/8" 26-1/2' 30" 37' 42" 48' 54" 60• 66' 72' 108' 130.0 83.7 130.0 103.8 60.4 130.0 91.7 53.3 118.8 74.4 43.2 96.3 65.5 38.1 54.5 57.3 33.3 74.2 51.0 29.6 66.0 45.9 26.7 59.4 41.7 24.2 54.0 38.2 22.2 49.5 ALL LOADS ARE EXT.(+)/INT.(-) DESIGN LOAD CAPACPLY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) jMULL SPAN W4-3 B4-3 C4-3 19-1/8' 26-1/2" 30" 37' 42'120' 48" 54' 50' 66' 7"e" MULLION 129.5 75.3 130.0 93.5 54.3 121.0 82.6 48.0 108.9 88.9 38.9 68.7 59.0 34.3 76.3 51.6 30.0 86.6 45.9 26.7 59.4 41.3 24.0 53.4 37.5 21.8 48.8 34.4 20.0 44.5 19-1/8' 26-1/2" 30' 37" 42" 48" 54" 60• 55" 72" 132' 117.7 68.4 130.0 85.0 49.4 110.0 75.1 43.6 97.2 60.9 35.4 78.8 53.6 31.2 69.4 46.9 27.3 60.7 41.7 24.2 54.0 37.5 21.8 48.6 34.1 - 44.2 31.3 - 40.5 19-1/B" 26-1/2' 30' 37" I 42" 44' 48' 54' 60" 66" t07.9 62.7 130.0 77.9 45.3 100.8 68.8 40.0 89.1 55.8 32.4 72.2 49.1 28.6 03.6 43.0 25.0 55.7 39.2 22.2 49.5 34.4 20.0 44.5 31.3 - 40.5 NOTE, ANY ANCHOR CONDITION SHOWN HEREIN MAY COYER LOCATIONS AT HEAD, SILL OR JAMB ENDS. SEE SHEETS 11 THRU 13 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL ANCHORS: 1/4" DIA, ULTRACON BY 'ELCO(Fu-I.7 KSI, Fy=155 KSQ W4-3: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD W4-3: THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B4-3: DIRECTLY INTO HOLLOW/RLLED BLOCK 1-1/4" MIN. EMBED INTO BLOCK C4-3: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. ANCHORS CL TO CL DISTANCE = 3" MIN. WOOD AT HEAD, SILL OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm = 2000 PSI MIN. MULLION .-. � ANCHORS rp i MULLION ANCHORS W1 W2 MULLION HORIZONTAL MULLION ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT " 3 i0R VERTICAL `MULLION N ANCHORS ; GLAZING MULLION Z GLAZING GLAZING O PRODUCT PRODUCT = rp i MULLION ANCHORS W1 W2 MULLION HORIZONTAL MULLION ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT " 3 MULLION SPAN TYPICAL MULLION ARRANGEMENTS •• ••• • • • • • •• WID%(W) �•wt •4pz • i i•i •• ``y�ltlnulfN\� 2 . `���` JPS•' As. • • • • • • • • PRGDTiT 196•TS3D /\ �P'• VGENB�c "'• V\ as ,emptying with 81e R rid. s , • Idmg C..&Je A NO ro Ne / 071 02 = tz .. ... ... IM " •• • • • Mi 011 \i THESE MUWONS" @AY BE LS D W14t1 � �• •. ins `` SIW GLAZING PRODUCTS• • i • • • '7js�l �I `11� ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . V M� z �Qm 0 h cr Qi za J C o 0 Hca 0 .3 Q � � LL wR LL E5$s Q W v i N n (A w Z U n O JN J JO J X10 E W 0 O] Z Ln cl�= n UziL , Z a-() 00 mDLQ �Nggrw h Q lOrnc' k � irowing n0. M07-04 i0R DETA }1 `MULLION N ANCHORS ; GLAZING GLAZING PRODUCT PRODUCT MULLION SPAN TYPICAL MULLION ARRANGEMENTS •• ••• • • • • • •• WID%(W) �•wt •4pz • i i•i •• ``y�ltlnulfN\� 2 . `���` JPS•' As. • • • • • • • • PRGDTiT 196•TS3D /\ �P'• VGENB�c "'• V\ as ,emptying with 81e R rid. s , • Idmg C..&Je A NO ro Ne / 071 02 = tz .. ... ... IM " •• • • • Mi 011 \i THESE MUWONS" @AY BE LS D W14t1 � �• •. ins `` SIW GLAZING PRODUCTS• • i • • • '7js�l �I `11� ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . V M� z �Qm 0 h cr Qi za J C o 0 Hca 0 .3 Q � � LL wR LL E5$s Q W v i N n (A w Z U n O JN J JO J X10 E W 0 O] Z Ln cl�= n UziL , Z a-() 00 mDLQ �Nggrw h Q lOrnc' k � irowing n0. M07-04 2 X 2 X 1/8' U rt ALUM ANGLE"\\ FLOATING CUP �� E 3/8' 2 1/Y MW. TYPICAL ANCHORS \ 1 _ J FER ANGLE 10 MIN. IYP. 2 1/2' MIN. 3 PERT ANGLE '� TYP, TYPICAL ANCHORS F n 3' \ 6 PER CLiP ® \ 0 $0`6 z LrJY WWC Z___-- Z----------------_ ---- ----/ r----- 6 O C -- -- / (( O t H r o n h -- - \ Cpyt �T- MULLION ® ® MULLION Q 1/2' LL Z N _ � MAX. CO./ MAX. J Z "' V . C ONCftEFE Q lu m S /TRIM LEG METAL STRUCTURE METAL STRUCTI;RE 0 AS REOD. N VI Z ~ O JN J JO 3/8' 3' IN. t h MIN. 4i n W Q M Z, J UZ6 Y z H Z a0m _ Q 3:. 0,0 1 I I O I I / I I I I I MUWON 0 g ro.0 N 3j TYPICAL ANCHORS TYPE 'C6', 'M6' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES c u = = a C o q1 r n �8of3 •• •t ••t t t i•i •• ' _ f`\``,`11�11111TT�'T', • • • • • oftctRavI Lt �� qJP . • • • • • • • •NY�•8 w!�hiLe PlaridA .' • •V3f •'•. o IN 17-0717. 09 Nck OW2 oar off •• • • • �a �"a / �� '•_ OF � �j: drawing no. THESE MULIJSNS SAN t1t, BE l � WIIA� • : • : • �' S+ • \\�� M07-04 SIW GLAZING PRODUCT ���ff MI 1111�Y� sheet 15 of 18 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/8' 2 1 /2' MIN. 2x2 %1/8' AS RE". TYPICAL ANCHORS TYPF. 'C6'. 'M6' DIRECTLY INTO CONCRETE INTO METAL STRUCTURES SEE SHEET 17 FOR ANCHOR CAPACITIES •• ••• • • • • • •• • • • • • • • P �OiyM1'i� REVISrp • • • • • • • • B>v1d'Pk dw Florida' of do "ocep�ce Nui �iuw?. Chi Da9e cL THESE MULLIONS•CAN §RtY BE �JED•.ftl. • : • : • SIW GLAZING AODUCTS• I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,amu Z yn O= q� Q C V a� 0tMO d80 0 0 06 LLz�� N H O (n I Z U O w pa"1i m ZNJ F 3 uj cr = m D U00 a Z a0m �viQ n J � ... Q J lnrno � c -� No. 0982 A F drawing no. DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPE WINDOW DIIIS. kNCHORS TYPE WINDOW DIMS. ANCHORS TYI WUTH (W) MULL SPAN CB MB WIDTH (W) MULL SPAN C6 M6 WIDTH (W) MILL SPAN CB i M6 26-1/2' 30' 37' 4Z' 48' 54' 60' 66' 72" 38-3/8' 130.0 130.0 19-1/8' 26-1/2" 30" 37" 42' 48" 54' 60' 68' 72" 78' 130.0 130.0 19-1/8" 26-1/2' 30' 37' 42' 'W 54' 60' 86' 1. 120' 130.0 ! 130.0 130.0 130.0 130.0 130.0 130.0: 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 108.6. 130.0 130.0 130.0 95.7 130.0 130.0 130.0 128.8 130.0 83.7 117.2 130.0 130.0 114.5 130.0 74.4 1 104.1 130.0 130.0 1.3.0 130.0 67.0 93.7 80.9 05.2 130.0 130.0 93.7 130.0 85.8 120.2 130.0 130.0 55.8 78.1 19-1/8' 26-1/2' 30' 37' 42" 48" 54' 60' 66" 72' 50-5/8" 130.0 130.0 19-1/8' 26-1/2" 30" 37" 42" 43" 54' 60" 66" 72" 84' 130.0 130.0 19-1/8' 26-1/2' 30' 37' 42' 48' 54' 60' 66' 72' 132' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 121.7 130.0 130.0 130.0 130.0 130.0 130.0 13D.0 98.7 130.0 87.0 121.7 130.0 130.0 130.0 130.0 119.6 130.0 76.1 706.5 130.0 130.0 106.3 130.0 67.6 94.7 130.0 130.0 95.7 130.0 60.9 85.2 130.0 130.0 87.0 121.7 55.3 77.5 50.7 71.0 130.0 130.0 79.7 111.6 19-1/8" 26-1/2' 30" 37' 42' 48' 54' 60" 66" 72' 63' 130.0 130.0 19-1/8' 26-1/2' 30" 37" 42" 48" 54" 60" 56' 72" 96" 130.0 130.0 19-1/8" 26-1/2' 30' 37' 42' 48' 54' fi0' 88' 144, 130.0 130.0 130.0 130.0 130.0 130.0 126.3 130.0 130.0 130.0 130.0 130.0 111.6 130.0 90.5 128.8 79.7 111.6 130.0 130.0 130.0 , 130.0 130.0 130.0 119.6 130.0 130.0 130.0 104.6 130.0 69.8 97.6 130.0 130.0 93.0 130.0 83.7 117.2 620 86.8 127.5 130.0 55.8 78.1 115.9 130.0 76.1 106.5 50.7 71.0 106.3 130.0 69.8 97.6 19-1/8' 26-1/2" 30' 37' 42' 48' 54' 1. 66'1 72' 74-1/4" 130.0 130.13 19-1/8' 26-1/2" 3D' 37' 42' 48' 54" 60" 66" 72' 108' 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.D 130.0 130.0 130.0 130.0 120.6 130.0 130.0 130.0 106.3 130.0 130.0 130.0 93.0 130,0 120.2 130.0 82.7 115.7 108.2 130.0 74.4 104.1 98.4 1 130.0 67.6 1 94.7 90.2 126.2 620 B6.B ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATICNS AT HEAD, SILL OR JAMB ENDS.ET SEE SHES 15 & 16 FOR ANCHOR DETAILS. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) TYPICAL ANCHORS: 1 /4 DIA. ULTRACON BY 'ELCO' (Fu. 177 KSI, Fy.155 KSI) C6: DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE 1/4' DIA, TEKS OR SELF ORILJNG SCREWS (GRADE 5 CRS) M6: INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 35 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -TS MIN.) (5TEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE = 2-1/2" MIN. INTO METAL STRUCTURE = 3/4" MIN. ANCHORS CL TO CL DISTANCE = 2-1/2' MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. MULUDN ANCHORS \-NLAIION ANCHORS W1 W2 MUWON ANCHORS n [HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING k PRODUCT 3 VERTICAL ANCHOR MULLION Z 0 71 GLAZING GLAZING PRODUCT PRODUCT \-NLAIION ANCHORS W1 W2 MUWON ANCHORS n [HORIZONTAL MULLION ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING k PRODUCT 3 i ANCHOR ETNL /1 \ `MULLION N ANCHORS 3 GLAZING GLAZING PRODUCT PRODUCT 1.MULLION SPAN m 0 • q dg - IL � 0:0t: � to M, �� n p ro QQ 0600 ei 0 0 t E QZ� N W H N ul.zo-s� Q W A 2 TYPICAL MULLION ARRANGEMENTS - - 2 _ S • •• 00 0 ••• •i i•i s itl� k • rl r P'EV%v • • • • • • • • °' PI ng y jy I F{evtde \* c A�ag 1 .O00 0 • • • i'iiily EE emi adun \'p • �- •• • • • • • j: drawing9 no. • • RI THESE MULL -0 1!AN 0=OLY BE UN,MiTrt•• :• :• / S/ � M07-04 SIW GLAZING PRODUCTS 7A7j/TI111111111VV sheet 17= -fl ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �u 3 a o I f 14 S.W.S. 0 2/ CHANNEL TUBE MULLION • � SEE CHART 'M2A' Q ZF w A Z Ife 3 h ��11 eJJa z_-' --------------- IYY O V b ------- -------- I a R tY o t II08'A +I4 F.H.2/ SIDE I I ' v Dof o M gg 1/8" THICK ALUM CHANNEL I 0 a O < LENGTH TO FR SNUG 0 ejT G I I INTO MULLION y z C N TUBE MULLION {a, Z (11, 1. m Q wAE d TUBES MAY BE NOTCHED-� AS SHOWN TO ALLOW WSTAUADON (-OF COP ANGLE CAULK JOINT AFTER ASSEMBLY }'14 fN SMS 2 PER CUP SEE CHART 'M2A' I Z U n 3 PER CUP SEE CHART 'M3A' O J N ACCESS HOLE 1-1/2' O.C. MIN. J J O J lz [) e V _____ __ _ _____ _____ LJ pa0) m Zn� F 3wLL m \ = a ------ _____ ___ -_ _____ j U Z U Y } THIS SCREW CAN BE I j J INSTALLED IN Ef7HER I I 214 R SMS I I Q r W J 11 DIRECTION Q� I ?" D.C.AMIN 1 CUP N O V I I O 1-3/4" X 2" X 1/8" (FOR 2BY TUBE)J I �' 3/4' X 2" X 1/8" FOR (1BY TUBE} ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE o o a ANCHOR DETAIL #1 �� g METAL TO METAL CONNECTION •• ••• • • • • • •• ^ ^SS8 • • • • • • • • • � Co ole. • • •• • • • • • 7771nIrnrli • •• • • • • ••• • • • • • • •PRQPU�iT'Rf:V15�DBuilding a«epre N� 1?- 0 17.02 o h r3:e 22 - N o. k s Oodtroi • • • • • • • \ p ATE F drawing no. •,� THESE MULLIt�N,54W VY BE L:FWWTA}� • :• :• \' 'Om M07-04 SIW GLAZING PMODUCTS I '��Y2 Of ii I1 7t\\ sheet 18 of 1 B DL:.GN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF -WINDOW UIIIS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYP WINDOW DIMS. CBORS 17P WIDTH (W) MULL SPAN MZA MSA WIDTH (W) MULom L SPAR M2A MOA WIDTH (W) MULL SPAN M2A M3A 19-1/B' 130.0 130.0 19-t/8' 130.0 130.0 19-1/8' 98.0 130.0 26-i/2' 130.0 130.0 26-t/2' 108.8 130.0 28-1/2' 70.7 106.1 30" 130.0 130.0 30' 96.7 130.0 30' 62.5 93.7 37' 130.0 130.0 37' 77.9 116.9 37" 50.7 76.0 42" 730.0 130.0 42' 68.7 103.0 42' 44.8 88.9 38-3/8" 78' 120" 48' 122.1 130.0 48" 60.1 90.7 48" 39.1 58.6 54" 108.5 130.0 54' 53.4 80.1 54' 34.7 52.1 60' 97.7 130.0 60" 48.1 72.7 60' 31.2 46.9 88" 88.8 130.0 66' 43.7 65.5 66" 28.4 42.6 72" 81.4 122.1 72" 40.1 00.1 72" 28.0 39.1 19-t/8' 130.0 130.0 19-1/8' 130.0 130.0 19-1/8" 89.1 130.0 26-1/2 130.0 130.0 26-1/2' 101.0 130.0 26-1/2' 84.3 98.5 30" 130.0 130.0 30" 89.3 130.0 30" 56.8 85.2 37' 120.1 730.0 37' 72.4 108.6 37' 48.7 69.1 42' 105.8 130.0 42" 63.8 95.6 42" 40.8 80.9 50-5/8' 84' 132' 48' 92.6 130.0 48" 55.8 83.7 48' 35.5 53.3 54" 82.3 123.4 64' 49.6 74.4 54' 31.8 47.3 60' 74.1 111.1 60' 44.6 66.9 60' 28.4 42.6 68" 67.3 101.0 66' 40.6 60.9 66" 25.8 38.7 72" 61.7 92.6 72" 37.2 55.8 72" 23.7 35.5 19-1/8' 1]0.0 130.0 19-1/8 122.5 130.0 19-1/8' 81.7 122.5 26-1/2' 730.0 130.0 26-1/2 88.4 130.0 26-1/2' 58.9 88.4 30" 119.0 130.0 30' 78.1 117.2 30' 527 78.1 37" 96.5 730.0 37' 63.3 95.0 37" 42.2 63.3 42" 83, 85.0 727.5 42' 9B, 55.8 83.7 42" 144, 37.2 55.8 48" 74.4 111.8 48" 48,8 73.2 4B" 32.5 46.8 54" 66.1 99.2 54" 43.4 65.1 54' 18.9 47.4 60" 59.5 89.J 60' 39.1 58.6 60' 26.0 39.1 66" 54.1 81.1 66' 35.5 53.3 65" 23.7 35.5 72' 49.6 74.4 72' r69.4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 48.8 19-1/B' 26-1/2 30" 37" 42" 54" 60' 68" 72" 730.0 130.0 19-1/8' 26-1/2' 30' 37' 42" 54" 60" 66" 72" 108'48"eJ.t 130.0 114.3 130.0 117.9 101.0 130.0 104.1 81.9 722.8 84.4 721 106.2 74.474-1/4 94.7 65.7 56.1 84.1 38.6 57.9 50.5 75.7 34.7 52.1 45.9 68.8 31.6 47.3 427 63.1 28.9 43.4 �u 3 a o I f 14 S.W.S. 0 2/ CHANNEL TUBE MULLION • � SEE CHART 'M2A' Q ZF w A Z Ife 3 h ��11 eJJa z_-' --------------- IYY O V b ------- -------- I a R tY o t II08'A +I4 F.H.2/ SIDE I I ' v Dof o M gg 1/8" THICK ALUM CHANNEL I 0 a O < LENGTH TO FR SNUG 0 ejT G I I INTO MULLION y z C N TUBE MULLION {a, Z (11, 1. m Q wAE d TUBES MAY BE NOTCHED-� AS SHOWN TO ALLOW WSTAUADON (-OF COP ANGLE CAULK JOINT AFTER ASSEMBLY }'14 fN SMS 2 PER CUP SEE CHART 'M2A' I Z U n 3 PER CUP SEE CHART 'M3A' O J N ACCESS HOLE 1-1/2' O.C. MIN. J J O J lz [) e V _____ __ _ _____ _____ LJ pa0) m Zn� F 3wLL m \ = a ------ _____ ___ -_ _____ j U Z U Y } THIS SCREW CAN BE I j J INSTALLED IN Ef7HER I I 214 R SMS I I Q r W J 11 DIRECTION Q� I ?" D.C.AMIN 1 CUP N O V I I O 1-3/4" X 2" X 1/8" (FOR 2BY TUBE)J I �' 3/4' X 2" X 1/8" FOR (1BY TUBE} ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE o o a ANCHOR DETAIL #1 �� g METAL TO METAL CONNECTION •• ••• • • • • • •• ^ ^SS8 • • • • • • • • • � Co ole. • • •• • • • • • 7771nIrnrli • •• • • • • ••• • • • • • • •PRQPU�iT'Rf:V15�DBuilding a«epre N� 1?- 0 17.02 o h r3:e 22 - N o. k s Oodtroi • • • • • • • \ p ATE F drawing no. •,� THESE MULLIt�N,54W VY BE L:FWWTA}� • :• :• \' 'Om M07-04 SIW GLAZING PMODUCTS I '��Y2 Of ii I1 7t\\ sheet 18 of 1 B DL:.GN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF -WINDOW UIIIS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYP WINDOW DIMS. CBORS 17P WIDTH (W) MULL SPAN MZA MSA WIDTH (W) MULom L SPAR M2A MOA WIDTH (W) MULL SPAN M2A M3A 19-1/B' 130.0 130.0 19-t/8' 130.0 130.0 19-1/8' 98.0 130.0 26-i/2' 130.0 130.0 26-t/2' 108.8 130.0 28-1/2' 70.7 106.1 30" 130.0 130.0 30' 96.7 130.0 30' 62.5 93.7 37' 130.0 130.0 37' 77.9 116.9 37" 50.7 76.0 42" 730.0 130.0 42' 68.7 103.0 42' 44.8 88.9 38-3/8" 78' 120" 48' 122.1 130.0 48" 60.1 90.7 48" 39.1 58.6 54" 108.5 130.0 54' 53.4 80.1 54' 34.7 52.1 60' 97.7 130.0 60" 48.1 72.7 60' 31.2 46.9 88" 88.8 130.0 66' 43.7 65.5 66" 28.4 42.6 72" 81.4 122.1 72" 40.1 00.1 72" 28.0 39.1 19-t/8' 130.0 130.0 19-1/8' 130.0 130.0 19-1/8" 89.1 130.0 26-1/2 130.0 130.0 26-1/2' 101.0 130.0 26-1/2' 84.3 98.5 30" 130.0 130.0 30" 89.3 130.0 30" 56.8 85.2 37' 120.1 730.0 37' 72.4 108.6 37' 48.7 69.1 42' 105.8 130.0 42" 63.8 95.6 42" 40.8 80.9 50-5/8' 84' 132' 48' 92.6 130.0 48" 55.8 83.7 48' 35.5 53.3 54" 82.3 123.4 64' 49.6 74.4 54' 31.8 47.3 60' 74.1 111.1 60' 44.6 66.9 60' 28.4 42.6 68" 67.3 101.0 66' 40.6 60.9 66" 25.8 38.7 72" 61.7 92.6 72" 37.2 55.8 72" 23.7 35.5 19-1/8' 1]0.0 130.0 19-1/8 122.5 130.0 19-1/8' 81.7 122.5 26-1/2' 730.0 130.0 26-1/2 88.4 130.0 26-1/2' 58.9 88.4 30" 119.0 130.0 30' 78.1 117.2 30' 527 78.1 37" 96.5 730.0 37' 63.3 95.0 37" 42.2 63.3 42" 83, 85.0 727.5 42' 9B, 55.8 83.7 42" 144, 37.2 55.8 48" 74.4 111.8 48" 48,8 73.2 4B" 32.5 46.8 54" 66.1 99.2 54" 43.4 65.1 54' 18.9 47.4 60" 59.5 89.J 60' 39.1 58.6 60' 26.0 39.1 66" 54.1 81.1 66' 35.5 53.3 65" 23.7 35.5 72' 49.6 74.4 72' r69.4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • if �tr:.e M IAM I•DAQE . MIAMI-DADE 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 NOTICE OF ACCEPTANCE NOA Avww.miamidade.$ov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 ; • • •; • 0 . .000.0 COPE: • This NOA is being issued under the applicable rules and regulations governing.the,itse athbWuctiop...;. materials. The documentation submitted has been reviewed and accepted by Miom;Dade County RER * • Product Control Section to be used in Miami Dade County and other areas where.aHmwed by jhj AVthoritq • Having Jurisdiction ( 0000 . .. 0000. This NOA shall not be valid after the expiration date stated below. The Miami -Dade Vounty Pro$uct tontrdl` Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dad `�Z ty) reserve t ie right • to have this product or material tested for quality assurance purposes. If this ptpdulcte.or m4erial fails tp• •; perform in the accepted manner, the manufacturer will incur the expense of such testigg and :118 *AHJ may immediately revoke, modify, or suspend the use of such product or material within-tk'ci "urisdictioa� REIN•• reserves the right to revoke this acceptance, if it is determined by Miami—Dade County PAiaet• 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 Cade, 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. SGA - 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 request of the Building Official. This NOA revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. --y MIAMI•DADE COUNTY NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 Page 1 u' 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. IrnpaCt", • sheets • • • through 22 of 22, dated 10/10/14, with revision C dated -@473/17, �pj paled by . manufacturer, signed and sealed by Anthony Lynn Miller, P.E' • • 0• • • • • • 000000 0 . 0 0000 .. 0000.. B. TESTS• 00 0 . 0000. 1. Reference Test report on 1) Uniform Static Air Pressure Test, p;; SB0 C, TAS . 2.02-94 2) Large Missile Impact Test per FBC' 'PAS 201-94 • • • • • •; • 3) Cyclic Wind Pressure Loading pe;TNCj TAS 20-94 • • Along with marked -up drawings and installation diagram of Alumipum Si trtgGlass•• Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared tyteiestrasioD Tpting • Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968'tMed 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.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales ,,P (Submitted under NOA No. 09-0826.10) Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No. 17-0120.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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. 15-0430.08) • • • • • • 6666.. C. CALCULATIONS •••••• 6666.. •••••• 1. Anchor verification calculations and structural analysis, comprying with FBC Sth ...... Edition (2014) and FBC-611 Edition (2017), dated 04/18/17 ati1,r,rised Qn%10/17..... prepared by manufacturer, signed and sealed by Anthony Lynn 44iVer, P. Fi... 9 6 9:. 6 9 2. Glazing complies with ASTM E1300-09 • • • • • • 6666.. *000:0 D. QUALITY ASSURANCE • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources t1MR).. 6666 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" Edition (2014) and FBC-G" 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.T. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. P/6duct Control Unit Supervisor NOA No. 17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90011350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2 DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 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 33-1/3% 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 NOM'S, ANSIIAF&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, FTL-8033, FTL-6036 AND FTL-7554 -1 C ❑ CGL r1FTA11 C nM C41FG:T1.zZ A A. 4 blas Description (Llalad from Exterior to Interior) Typo #CG13jT/l6* Lamhaled:(2)Liesof3/10' HS Glass with .OWPVB Interlayer ' Laminated: (2)Lies of1/4' HS Gress1.Mh.090 PVB Wedsyer " Laminated: (2)Lkesof3/18" HS Gass Will.0W SG Werla' lsmloatad: (2) Lbs of 114' HS Glass wIth ,090 SG Ini i yrentroted I.G.: 3116" T Extedor Ca + 318" Air Space + 7/16" Lemhalnd; (2) Liles cf 311S4,9 C1loea wish.090' PVB Interlayer anMated 1. G.: 114' T Extedor Cep + N18n Air Spats + 7/16• L—Ir Wed; (2) LHae cf 3119' HS Glass with .080' PVB I terbyer aminated I.G.• 3116• T Extalar Cap + 3/8" AkSpace + 7117 Laminated; (2)Liles 03/16" HS Gass With .080SG Mtadayw amh•ted I.G.: 114' T Extedor Cep+ 5118' Air Speoe+ 7/1V Lemintod; (2) Lite. of 3118" HS Glass with .OW SO INedeyer G7 7118" Laminated: (2) Lies of 3He" ANN Gess wkh .080' SG interlayer G7A 9/1Y Laminated: (2)Utes of 114• ANN Glaze with .090" SG InleAeyer 08 1• L n*.t•d LG.; Y18' T Exterior Cap + 318' AK Spece+ 7118' Lemeraled; (2) Liles °13116" ANN Glass with DW SG Interlayer GSA 1• Laminated I.G.: 114' T BI tedor Cap + 5116• Ak Space + 7118" Laminated; (2) Uha cf YW ANN Glass with .090' SO Intedaycr "ANN" = ANNEALED 'HS"=HEAT STRENGTHENED T =TEMPERED 'PVD" -.090" TROSIFOLID PVB BY KURARAY AMERICA, INC. -SG- =.0W SEMRYGLAS®BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES1, 2 8 3 ON RATED FOR LARGE & SMALL SHEETS 8, 7 & 8 MISSILE IMPACT RESISTANCE CODES I STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), 6TH EDITION :ASTM E13CO-09 •ANSI/AFBPA NDS -2015 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM -2015 •ASN S1oCA2 •AMSC 360-10 GENERAL NOTE S .............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 DESIGN PRESSURES.......6 8 INSTALL DETAILS..............12-14 Distance s Metal Thickness ELEVATIONS ..................... 15,16 PANEL / SILL TYPES......... 17 CROSS SECTIONS ............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21.22 1"-W' ( 04,95(17 I - C I UPDATED TO FBC 2017, REVISED TABLES 1, Z 3 &A I AL VENM FL 3075 (911)4861600 CERT. OFAUIH. 010296 mwa 02`17 WAVOSTR M 41atvrrSa6e6arA TAR[ E A: Anchor Anchor type Frame Substrate Nin. Edge Min. O.C. w0' Embedment Group Member Distance Distance s Metal Thickness 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112" THICK. 612 1&8 SMS, _ Southern Pine (SG = 0.55) 9118" 7/8' 1-318' Expiration Date 02/17/2020 (F,=SO ksi, Fe= 95 ksi) B y 8063-T5 Aluminum 318' 9/te" O.D90' 612 410 SS SMS, All A30 Steel 318• o/te• 0.050• A (F,= 90 ksi, F; 110 ksl) -- Gr. 33 Steel Stud YS• 9118" 0.(MS' 1116 Gel AN Cpncrete min. 2.22 ksi) 1-1/2, 3" 11-3/8' 1/4' Elco Aggre-Gator® Amb I P4.00k FkMa Block ASTM (Q0 Y 3" Y Fy=57 ksi, Fs=96 ksi Jamb / P -hook HDIbw Block STM COO 2' 3' 1-1/4" AN Southam Pine SG=0.55 1" 1• 1-318" SwAhem Phe, (SG a 0.55) 9118' 7/8' 1-318" 612 Steel SMS (Gr. 5) 6083-75 Aluminum 3'8" 9116' 0.090' B (min. of 3 threads beyond A0 A36 Steal 3`8" WIG 0.060' metal substrate) Gr. 33 SMI Stu _ 3B• 9116" 0.015' 16 Ga 11/4• Eloo U mCcn® An Concrete (min. 2.85 kal) 1• 4' 1-318' C F,=155 kill, F,=177 ksi Jamb I P -h ok Hollow Block (ASTM CW) 1- 8" 1-1/4' 114' Ekc UtmConm Concrete M. 2, kel) 2-1/2' _ 4 1'v8" Fy=155 ksl, Fd 177 Ksl I P -hook Filled BII STLI C90 2.1/2" 4' 1.314' b I P•hook Hdbw Block SlM C5o 2.ead ;Jmb I Sill Concrete min. 3.35 ksl 1"4' 1-3/4' 114" 410 SS Elco CreleFlex® b I P -hook Concrete min. 3.36 k&0 1• 8• 1-3/4'F,=127.4 kill, Fe= 189.7 ksl b l P -hook Fblbw Bbok STM COO 2.12' 8' 144" All Southern Pine G-1 i• 1• 1-3x8' 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 BLACK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 6) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND 13EYOND 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 1-112" 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 Mfamr- 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 NOT REQUIRED. IF USED, NON -S RIlNK •METALL,IC.1 �GROUT, MAX. 1/4' THICK & 3400 PSI MIN. ON? T:E4) %0% r-ItLIC SUPPORT THE ENTIRE LENGTHOF THE Slli THIiTaIS NOT•TICAIT 110 THE SUBSTRATE, AND TRANSFEFeVEAMMOA6 T SOBS PRA1L! 1F SUBSTRATE IS WOOD, 30# FELZPOEI... II ISIFWaUICED; BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. GENERAL NQVs AV MAP 00: • ar • •• • • • SERIES 770 ALNM. IGD aLMfMPACT a • s.nv NW 1 •.r 22• • i PG7�130 L \11111111/1] • .,"()NY LYNN i * : No.58705 yrs •. �ORIDA, \�� • A LYNN MILLER, P.E. PF E 5Y705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH Aw PER TABLES 1.3 MAX. UNIT HEIGHT PER TABLES 1-3 1 -PANEL I1 13 CONFIGURATIONS I— MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT QJ 1 I 1 HEIGHT 19 1s PERTABLES 1-3 3 -PANEL CONFIGURATIONS MAX. UNIT WIDTH I Oc 1 I I i MAX. UNIT WIDTH Ac 13 -1`r--- NOM. PANEL WIDTH A 1 PER TABLES 1.3F ---LQ 19 3 * : NO -58705 :. -sof--- i 1 � 19 19 19 i MAX UNIT HEIGHT � 19 Q1v I IQ� MAX. UNIT 13 HEIGHT / 1s ' I TABLES 1-3 Jc 1a ia�4 a PER TABLES 1-3 SHEET. 8¢ 1 O • Tey PER TABLES 1 Pat'.xFr i � //0 • o - W W 2 -PANEL CONFIGURATIONS POCKET �R INSIDE CORNER SIMILAR) MAX. UNIT WIDTH NOM. PANEL WIDTH A sm 14 PER TABLES 1-3 -sir----' !miff MAX. UNIT 97 c zgy HEIGIIT 1 PER to w TABLES 1-3 10.y` Pocrcer I NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT WIDTH Ac 13 -1`r--- NOM, PANEL WIDTH 1 19 3 * : NO -58705 :. Jw Jc I 1 1 � 19 19 19 1 MAX UNIT HEIGHT � 1 ° MAX.UNfT Q1v qv1 • �. LYNN MILLER, P.E. • P.E.S 55705 19 TABLES 1-3 -I IW4 HEIGHT 1 1 SHEET. 1 O • Tey PER TABLES 1 //0 • o - W W • (OUTSIDE CORNER SHOWN, POCKET �R INSIDE CORNER SIMILAR) -sir----' 5 -PANEL CONFIGURATIONS ry NO CHANGES THIS N. VEN/CP, FL 9076 (911)490-I900 (Z-Rr. OFAUTH. i297SS mww 0-1 rer..vs/aet ac CON 16 KA I IUNJ NU I ta: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "JW, "Jc",'KW' OR "Kc" INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE p)00(Xp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGI iT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "O"= INOPERABLE PANEL, "p" = POCKET DETAIL LETTER /Z),.tiw" = WOOD OR METAL INSTALLATION CEJ "c" = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" a 1 PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" -lir--- i 9 1 � 19 19 10 a 1 i a s I-u�¢ POCKET 4 -PANEL CONFIGURATIONS, 13 1 E PRODUCT REVISED as complying with the Florida Oil,— n Code MAX. UNIT WIDTH \`t 1111 n n 117 7/ NOM, PANEL WIDTH 1 PER TABLES 1-3 3 * : NO -58705 :. • r_-13; vl •�� T Gl I ST TE Tr 1 MAX UNIT HEIGHT 1 0 SEE GTE PER • �. LYNN MILLER, P.E. • P.E.S 55705 2, THIS TABLES 1-3 N SHEET. 19. (• O • FXTrtIOR • • (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) EXAMPLt GUAWfbL1lf*vl 1ufv-') • 000 iiw- SERIES 7704V s10 - i_M 1 T A e.,uxwa »• 4"� • • moo"" • • st�77a NT -6162 • 22 • • �GTQ130 NOA-No. 17-0420.12 ExplraHon Date 02/17/2020 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • \`t 1111 n n 117 7/ • : 3 * : NO -58705 :. • r_-13; vl •�� Gl I ST TE Tr A\ • '� ; 0NAL s1to\ • • u11, 11111 (1 r• Q • �. LYNN MILLER, P.E. • P.E.S 55705 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT NOM. PANEL WIDTH c " PER TABLES 1-3 1 13 t2 3 -s J j --- 1l. 1 19 9 J4 74 I i 1 t 9 MAX. UNIT M zi HEIGHT, 1 1s s 19 is 96" OR 120" POCKET i° N NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES NOM. PANEL WIDTH PER -1"ABLES 1-3 1 1 MAX. UNIT 1 72 HEIGHT 1 1 PER TABLES 1-3 J� 6 -PANEL CONFIGURATIONS 7 -PANEL CONFIGURATIONS 4�01•�i.'amC�i© ipiEli��®® fil fE:l f@7 m I fE7 fIl m 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. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" =POCKET DETAIL LETTER W'rl = WOOD OR METAL INSTALLATION "c"=CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGI IT = DOOR UNIT HEIGHT - 1.866" PRODUCT REVISED as compIIng with the Florida B.Ildin9 Code NOA-No. 17-0420.12 2/17/2020 B�plr tlo jate0 3 I AJw I q 1 I � I 4 0 y� R 0 1�uuluill POCKET Ji y • • 00: : • • • : • • •\ �C• •' L10EN ,e' n��j '� -l�'r---• • • • • • • • • • • • NO58705 . 8 -PANEL CONFIGURATIONS • • • � • • � • • • � � • •-' * •, 1070 TECHNOLOGYORNEO111r""" i < '.• F(ORIDP,.' N VENICE, FL 34275 EXAMPLEC NFl0L*MTI0NS • • • eat/4aataad • • • • • i �V'ri`S�CNAL ENG` 1\ CERT. OFAUTH.#29258 �J SERIES 770:1W. �GD LM XPA6T • • IIIIIIIII� NO CHANGES THIS SHEET. car ne�7 ® emrSGD n••t • • y�•+o+� •, " • A. LYNN MILLER, P.E. '1w sO0-770 N1S 3 • d 22 • • P(iP130 • • P.E-# 38705 ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • GLAZING DETAILS (G3, G3A, G4, G4A, G5 & GSA) 7116" NOM. 7/16" NOM. 1' NOM. 3116" HS GLASS 3/16' HS GLASS 3/16" HS GLASS .090" PVB .090" PVB 090" SG 3/16' HS GLASS - 3116' FVS LASS311n GLASS 74 3/1 GLASS 74 3/8 IR SPACE 74 3116' T GLASS EXTERIOR a 3/4" NOM. EXTERIOR GLASS a BITE 3/4' NOW GLASS BITE 3/4' NOM. GLASS BITE EXTERIOR 6o a 70 54 54 5 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9116" NOM. 9116" NOM. 1" LAMINATED I.G. GLASS, TYPE G5A 1"NOM. 3/16' HS GLASS 1/4" HS GLASS 1/4" HS GLASS • • • • • • • • • • 090" PVB .090"V—\ .090" SG \ 3116" HS GLASS 1!4° HS GL 1/4" HS GLASS 'ANN" = ANNEALED 74 5/16" AIR SPACE Ta X14 E .. "HS" = HEAT STRENGTHENED "T "=TEMPERED -- 1/4' T GLASS •-' gl �r.I Z .��` B282 m7orecHnrnocrw+I,•e N.VENIC{Fl. 34276 (941)480-11500• PRODUCT REVISED '�� - : T • ��i S G� 83 as complying wilh th• liurida • SERIES 770 W 14M. JGD - LM ro1PAOT i � ''� ��NAL 3/4" NOM. building Code NOA-No. 17-0420.12 EXTERIOREXTERIOR ee��wv.� s.• — •• x° - GLASS 124-127 314" NOM. Expiration Date 02/17/2020 rorvouen�lime AU MYrn x6"6V4Ea BITE GLASS • • RE X W705 BITE DyEXTERIOR Miami -Da roduct Control a, a 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A • • • • • • • • • • In •` SONY LYN, • • \ GLAZING NOTES: • : No. 58705 = 'ANN" = ANNEALED • • • • • • • • • • X14 E .. "HS" = HEAT STRENGTHENED "T "=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. •-' gl �r.I Z .��` "PVB' =.090" TROSIFOL PVB BY KURARAY AMERICA, INC. "SG"=.090"SENTRYGLAS�BYKURAR 4Y AMERICA, INC. m7orecHnrnocrw+I,•e N.VENIC{Fl. 34276 (941)480-11500• a^a+^" GLAZINGAKS••• '�� - : T • ��i S G� • SERIES 770 W 14M. JGD - LM ro1PAOT i � ''� ��NAL CHANGESTHISSH£ET. CERT CFAUI�L 029M ccvmxwrom,r ee��wv.� s.• — •• x° - �`�N • A. LYI✓�IULi` P.E. awn.K o:oA1 JR 10If0/t4 rorvouen�lime AU MYrn x6"6V4Ea ) I1•,, 3OD-770 NM 4 •- 22 000 PUT•. 1s0 Z- • • RE X W705 ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 7/16" NOM. 1' NOM. 3/18" HS GLASS 9/16" NOM. 3/16" ANN GLASS --\3/16" ANN GLASS .090" SG .090" SG 3/16" HS GLASS .090" SG 3/16" ANN GLASS - 318" AIR SPACE 74 3116" ANN GLASS— 74 3/8" AIR SPACE 74 3118" HS GLOSS 090" SG 3/16"T GLASS 3/16" T GLASS _ — 5/16" AIR SPACE — az 114" ANN GLASS 74 5116• AIR SPACE a3 114" T GLASS 114" T GLASS PRODUCT REVISED • 120 127 82 3/4" NOM. xteRlo 3G"IASS 124-127 as complying with the Mrldn 83 3GLASS GLASS 83 BRE Building COAs BITE 3/4" NOM. EXTERIOR FSG NOA-No. 17.0420.12 BITE EXTERIOR 314" NOM. EXTERIOR GLASS 4 Epiation 0.11902117!2020 GLASS a 79 1" LAMINATED I.G. GLASS, TYPE G6 7116" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 9/16" NOM. 1' NOM. 3116" HIS GLASS 3/16" ANN GLASS .090" SG 1!4" ANN GLASS .090" SG 3118" HS GLOSS 090" SG 3/16" ANN GLASS 5/16" AIR SPACE 74 114" ANN GLASS 74 5116• AIR SPACE 114" T GLASS 114" T GLASS PRODUCT REVISED • 82 as complying with the Mrldn 83 83 Building COAs 3/4" NOM. FSG NOA-No. 17.0420.12 124127 314" NOM. EXTERIOR GLASS 124127 Epiation 0.11902117!2020 GLASS a BITE BITE By EXTERIOR n"am - a ro ue on ro EXTERIOR _ 91 79 79 55 54 55 1" LAMINATED I.G. GLASS, TYPE G6A 9116" LAMINATED GLASS, TYPE 137A 1" LAMINATED I.G. GLASS, TYPE G8A ``111111111 x1111 • • •� \ 1•IOENii -.K4� • • • • • • • • • • • • • • • • • • * No. 58705 GLAZING NOTES: "ANN" ••• ••� ••• ••• • • • • • *_ = ANNEALED HS" =HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. l 77 : 0� •. T"=TEMPERED "PVB" = .090" 7ROS(FOL® PVB BY KURARAY AMERICA, INC. DRfVE 07ppE VENICE � S/ r: �� iF '•'<ORID�,.•' 2�` b'p GLAZING D�7'A�LS• • • • • • • "SG" = .090' SENTRYGLASaBY KURARAY AMERICA, INC. �etl4ao-1600 000 • • • • • • 7i O N ` CERT. OFAUFH OWN ( • • SERIES 77091Ll1M. SGD► LAVIV49tT • 7�1j1VALIE�1 JR O4I16'17 C cnacea NO CHANGES THIS SHEET. vN corr6•Rre \ • wnsw.t a..." +� • • �"• •• • • • A. LYNN MILLER. P.E. JR toitat4 .w. ,w.roam 6e�ee�xo scan. N'�S 5•d 22 PGR 130 •C • pt.e587u5 • • • • • • • 000 • • • • • • • • • • • ••• ••• • • • • • • • • • • • • • •• • • • •• •• 000 0 FOR EXAMPLE ON USING TABLE, SEE SHEE 1 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, POST I IVE WATER DP IS 60.0 PSF MAX. WHEN USING T HE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-1/4" 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 CURRENT' FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TART F IA - Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (Flat or Box, see (4) Design Sheet 17) Pressure, psi Low -2-1/2" +48.67 Medium - 3-1/4' + OUX High -4" +60.0 SEE NOTES 1-3 OH LENGTH t w 00 OH RATIO 2 1 S = O OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH = Design Pressure (DP) and Anchor Quantities Required, NOM- PANEL WIDTH - 7" Straight Astragal Assembly DLO HEIGHT= Maximum DP for all sizes: DOOR UNIT HEIGHT -10.125" (for all approved configurations on Sheets 2 & 3) Code NOA-No. 17-0420.12 PANEL HEIGHT = Standard Stile +60 / -60 psf Expiration Date 02/17/2020 For comer astragal anchorage on 90" or 13Y comer units, sea sheet 11 Heavy-duty Stile Heavy-duty Stile hl ey be limited by Table 1A) Standard Astragal Ou outside Inside Corner Outside comer Inside -- Corner Inside Corner Out�ide Corn • TO " • • • • • • • • • • • • Door Unit Height Part #b0 (x2) Table applies to Glass Types 3,00" Part #60 Part #60 (Stile) Part #67 (Astragali Part #50 Part #61 (Stile) Part #118 (Comer Receiver) 84" Partp31(sf1l2 (Corn. & Fxd Mount) •• ParYN61 W., 96" 3A, 5, 5A, 7, 7A, 8 & 8A and 09-718" DLCj 73-7/8' OLO 7g-718" DLO 85-7/8' DLO the SUIe/Astiagal Types shown Group Anchor Group Anchor Group Anchor Group below, Anchor A I B I C D A B C D A B C 0 A B C D Hea&Sill C4+1 C1+1P67 C4+1 C4+1 C4+1 04+1 C4t1 C4+1 +1 C4+ + + +1 C4+1 LA+1 24" Jamb 8 8 6 B 8 8 8 B 8 8 8 8 B 8 8 DLO P -hods 6r7 8+7 6+7 7+6 7+8 7+B 7+8 7+B 7+B 7+B j 7+6 7+B 7+8 7+8 7+8 H23"ead/Sill 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04r1 C4+1 04+1 04+1 C4+1 G4+1 Jamb 8 8 8 B 8 8 8 8 8 8 B 8 8 8 8 S DLO P-hook6+7 a+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7r8 7+8 7+8 Head/EIII C4+1 C4+1 G1+1 C4+1 04+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36" Jamb 6 B 8 8 B B 8 B 8 8 1 8 6 B 8 8 n. DLO P -hook 6+7 e+7 8+7 6+7 7+8 1 7+0 7+8 7+8 7+8 7+8 7+8 j 7+8 7+8 7+8 7+8 1 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C:4+1 C4+1 C4+1 C4+1 E 47- 35" Jamb B 8 8 8 B 8 B 8 8 8 6 8 8 a 8 8 z DLO P -hook 6+7 6+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 Head/Sill C4+2 C4+2 C4+2 CA+2 C:{+2 C4+2 C4+2 G4r2 CA+2 04+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 41" 'iamb 6 8 B B 8 e 8 0 8 e 8 B 10 8 8 8 DLO P -hook 6+7 6+7 6+7 8+7 7+8 7+8 7r8 7+0 7+8 7+8 7+8 7+8 7+0 7+8 7+0 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEE 1 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, POST I IVE WATER DP IS 60.0 PSF MAX. WHEN USING T HE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-1/4" 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 CURRENT' FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TART F IA - Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (Flat or Box, see (4) Design Sheet 17) Pressure, psi Low -2-1/2" +48.67 Medium - 3-1/4' + OUX High -4" +60.0 SEE NOTES 1-3 OH LENGTH t w 00 OH RATIO 2 1 S = O OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH = P -hook NOM- PANEL WIDTH - 7" Straight Astragal Assembly DLO HEIGHT= PRODUCT REVISED DOOR UNIT HEIGHT -10.125" as c Plyins with the Florida 6uitding Lockstile @ 135* Astragal Code NOA-No. 17-0420.12 PANEL HEIGHT = Standard Stile DOOR UNIT HEIGHT -1.866" Expiration Date 02/17/2020 Interlock P -hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal Assembly Lockstile @ 90°Astragal 13S' Astragal Assembly Lockstile @ 135* Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Ou outside Inside Corner Outside comer Inside -- Corner Inside Corner Out�ide Corn • TO " • • • • • • • • • • • • Part #b0 (x2) Part #60 Part #60 Part #60 (Stile) Part #67 (Astragali Part #50 Part #61 (Stile) Part #118 (Comer Receiver) Part#119(Out.) Part 4120 (In.) Partp31(sf1l2 (Corn. & Fxd Mount) •• ParYN61 TUTU lCl:)NYULUYT IMeve 04.0GH7 nwCw,.: orRE.: M;i(8r'4"m1)4e8�0.fa0a atsrF• � •+Wt • •• • •• •VENICE FL 342TP�ANDANHOAG • VISED TABLE 1. CERT. OFAUTH.82frM SERES 770 L M. D s LM#MPACT WIY/pHIOaIT G7sco-77tl 22 •P�f3 0 • • C0/1N14 • J'al N7S aa I.ICENSF •., �� *'t No. 58705 -_ Iry • ids'.'nC ORIDA, ��1�(.`• i S'/ONAL ECIC? 7/r IIll lllik • • A. LYNN MILLER P.E. • P.E.# 58703 ••• • • • • ••• • • • • • • • • • • • • ••• 0• • •• •• i • • •• •• 000 0 0 • 000 • 0 rVnl C NlvlrLC Vlv wow Ino , cc an�c-v. 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, TABLE 2A: POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A, 3)4'.3 -IIA" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS TME 1-1/2' 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 FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION, 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Sheet 17) Pressure, psf Low - 2-112" +4607 Medium - 1/4" + High -,T' OH LENGTH r a 2 00 OH RATIO s 1 Z p C SEE NOTES 1-3 OH RATIO .-6H LENGTH INSTALLED, HEIGHT IJAI I oc I I--TARI P 9 CPC C4IC9=TC 91 A. 99 PnR PART nikAFtJ1Z1r1RIC Akin Cr-IFCTR 1A R 1Q FOR ARRFMRI Y nFTAII C interlock P -hook Lockstile �lam� Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Lockstile 1% Straight Astragal Maximum DP for all sizes: +601.60 Lockstile LS 90'Astragal 135' Astragal Assembly Locksdle LID 135'Astragal For corner astragal anchorage on 90' or 135• comer units, see sheet 11 Heavy-dutySlile (May be "led by Table 2A) Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Por tMt Height Heavy -duly Stile Table apples to Glass Types 4, 4A, 8(r 90" 10T tori' 114' 120" 6, BA, 7, 7A, 8 & 8A 91d the 89-71B' DLO 79-7/B" DLO 91-718' IX -O 97-77 0 103.778' DL109-778' CLO Sale/Astragal Types shown below. Anchor Group Anchor Group AnUwr Anchor Glwp �Ir�-71-*%.'j Anchor Group Anchor Group Anchor Grote • ••• Part #61(x2) Part #61 A B C D AA B C D A B C D A B C ❑ A B C D A B C D A B C D Part#61 Part#61(Stlle) Part 8118 ;corner Receiver) f* I + + + G+1 G+1 04+1 G+1 C4+1 G+1 G*1 G+1 G+1 +1 C4+1 C4+1 G+1 G+1 G+1 G+1 G+1 Gr1 G+1 G+1 G+1 G+1 G+1 C4+1 G+ G+1 G+1 G+1 G+1 24' �O Jamb 8 a 8 8 B 8 8 B B 8 8 B 8 8 B 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Rtlook 6+7 5+7 a+7 6+7 7+8 7+8 7+8 7+8 7+8 7+0 7+0 7+8 71.8 7+6 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 Hsed/SB G+1 Gat C4+1 G+1 G+1 C4+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 C4+1 G+1 C4+1 G+1 G+1 C4*1 G+1 G+1 G4+1 G+1 G+1 C41+11 C4+1 04+1 G*1 04+1 G+1 G+1 30 23' Jamb 8 8 e B 9 e 0 a 8 e B B 8 e B 8 10 10 10 10 10 t0 10 10 10 10 10 1D 10 10 10 10 DLO P-0ook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+5 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 Heed/811 G+1 04+1 G+1 G+1 G+1 G+1 G+1 C4+1 G+1 G+1 G+1 G+1 G+1 G+1 C4+1 G+1 C4+1 G+1 04+1 G+1 G+1 G+1 G+1 G+1 G+1 G+1104+1 G+1 G+1 04+1 G+1 G+1 98' p Jamb 8 8 8 8 8 8 8 8 B 8 8 B 8 8 8 B 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 115 P -hook 6+7 6+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 B+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+tU 8+10 9+10 9+10. 9+10 9+10 a 1 G+1 G*1 04+1 G+1 G+1 C4+1 71++11, 04+1 G+1 C4+1 G+1 G+1 C4+1 C4+1 C4+1 G+1 +1 04+1 04+1 04+1 G+1 04+1 G+i 04+1 C4+1 C4+1 C5+1 0541 G+1 C4+1 d4T ULO Jamb 8 8 B a 8 8 - 8 a S B 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10 Pdlaok 5+7 6+7 6+7 8+7 7+8 7+6 7+6 7+8 7+8 8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 9+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 48' Hpad/Sll Jamb 04+2 C4+2 G+2 C4+2 G+2 G+2 C4+2 C4+2 C4+2 2 G+2 04+2 G+2 G+2 G+2 G+2 04+2 G+2 04+2 CS+2 C5+2 C4+2 C5+2 C5+2 C5+2 (S+2 05+2 05+2 C5+2 05+2 8 6 e a a 8 8 8 B B 10 8 a 8 to 10 10 10 10 10 10 12 10 10 10 12 10 10 10 fl+2 D411.0 P -Hook 6+7 8+7 6+7 8+7 7+8 7+8 , 7+8 7+8 7+8 8 7+9 7+8 7+8 7+8 7+8 6+9 a+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 0+10 9+10 9+10 0+10 9+10 9+10 Flaad/311 17-a?+8 04+2 G+2 G+2 04+2 04+2 C4+2 - G+2 C4+2 C4+2 2 G+2 G+2 C4+2 G+2 C4+2 54' ,b � 6 B 8 8 a 8 B a 10 8 10 8 8. 8 174to P -hook _ 8+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+6 8 7+B 1+8 7+8 7+8 7+8Not available in these sizes Head I Jamb 04+2 G+2 G+2 G+2 G+2 C4+2G+2 C4+2 04+2 2 G•t+2 G+2 G+2 04.2 G+280•aC 8 B a B 8 10 B 8 8 6*7 8+7 6+7 6+7 7+8 7+8 7*8 7+8 7*8 8 7+8 715 7+0 7+0 1 7+8 rVnl C NlvlrLC Vlv wow Ino , cc an�c-v. 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, TABLE 2A: POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A, 3)4'.3 -IIA" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS TME 1-1/2' 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 FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION, 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Sheet 17) Pressure, psf Low - 2-112" +4607 Medium - 1/4" + High -,T' OH LENGTH r a 2 00 OH RATIO s 1 Z p C SEE NOTES 1-3 OH RATIO .-6H LENGTH INSTALLED, HEIGHT IJAI I oc I I--TARI P 9 CPC C4IC9=TC 91 A. 99 PnR PART nikAFtJ1Z1r1RIC Akin Cr-IFCTR 1A R 1Q FOR ARRFMRI Y nFTAII C interlock P -hook Lockstile �lam� Straight Astragal Assembly Lockstile 1% Straight Astragal 90' Astragal Assembly Lockstile LS 90'Astragal 135' Astragal Assembly Locksdle LID 135'Astragal Heavy-duty Stiles Heavy-dutySlile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy -duly Stile Heavy-duty Stile Standard Astra al ate'— ,wry "-�-�'' Outsideorriti Inside Corner • • Outside Corner inside Corner Inside Corn • • COlY • • • • • • • • • ••• Part #61(x2) Part #61 Part #61 Part Hsi (Stile) part #67 (Astragal) Part#61 Part#61(Stlle) Part 8118 ;corner Receiver) part#119(Out.) part #120 (In.) &W 61 I Parts #31 # (Corn. & Fxd Mount) • • • • Palt#61 • — rvlu —I — NOM. PANEL WIDTH -7' DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" PRODUCT REVISED as complying with the Florida Building Code Non -Mo. 17.0420.12 Expiration Datg02/17/2020 1111111 No. 58705 • _ 1070 TEC1910LO0lMNE STA EOF��.',�� N 1j4Eea�ramY7a bPANDANCOUX 090• • ••• •••• ••• ••• illcs'• W. o.r rse... cmr. or Aunts29aae SERIES 770 L M. OGD• LhWbPAtT • ' • ��7'S�DNAL E� `� JR 04X16117 C REVISE07ABLE I, RENOVFD EXAMPLE �arleelrreavlr r a,,,. r • • 711 t1 —W n e: q o.sc rmsaosrxet sin • sGD-770 N�S 7 • • 22 • • PG}0130 �+ • A. L PE#Y Nw5870S P.E. JR 1fY10114 .a+aoxrsaanana ••• • • • • ••• • • • • • • • • • ••• •• • •• • • • •• •• � u. Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 8 3) For coma astragal anchorage on 90' or 136' comer units, see sheet 11 Maximum DP shown below (May be limited by Table 3A) Door Unit Height Straight Astragal Assembly TaUe applies to Glass Types 4, 4A, 80" B4' 9G" 96' 102" 108" 6, 6A, 7. 7A, 8 & 8A and the 69-7/8" DLO 73- /6" DLO 79-71 DLO 86-7/8 DLO 91-7/8" DLO 97-7/8" CLO StlelAstragal types sham below. Anchor Group Anchor Qoup Anchor Grarp I Anchor wou Armor Group Anchor Group A B C D A B C D A B C D A B C D A 1 B C D A I 8 I C I D Lockstile @ 90' Astragal 135' Astragal Assembly Lockstile @ 135' Astragal DeslQn Pressure +/--90.0 PSf +1-0;!.6 psf -i-T-73. ops Heavy-duty Stile Heavy-duty Stile 17" HesolSM C4+1 I C4+1 C4+1 C4+1 C4+1 24+1 C4+1 C4+1 C4+i C4+i 04+1 C4+1 C4+1 CA+1 04+1 C4t1 04+1104+1104+11C4+1 04+1 C4+1 C4+1 C4+1 Heavy-duty Stile 24' DLO Jamb 8 8 8 8 B 8 8 B B 8 a 8 8 8 B- 8 10 10 10 10 10 10 10 10 p -hook 6+7 fi+7 6+7 6+7 7+8 7+8 7+6 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+5 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 8+9 Outside Outside DAs D Pressunt +AW psf +1-82.6 Ps f +/.78.0 par 23" Heed1S#1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+t 1, DLO Jamb 8 8 B 8 8 a 8 8 t0 a 8 8 10 8 8 8 10 10 10 10 10 10 10 10 P -look 6+7 8+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7% 7+8 7+6 7+8 7+8 8+9 8+9 8t9 6+9 8+9 8+9 1 11+9 6+9 • Outside • • .• • • • Design Pressure +/--90.0 per +1-82.6 psi +/-76.0 psf 29° Haad/9■ C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 CA+9 04+1 C4+1 C5+1 C5+1 C4+1 Cd+t C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 • orner • • DLO Jamb 10 B 8 8 10 8 8 8 10 B 8 6 12 10 8 8 12 10 10 10 10 10 10 10 _ P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 8+9 8+9 8+9 8+9.1 8+9 8+9 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 _ Part #61 [Stile) Part 4118 (Corner Part #119 (Out)• part #120 Design Pressure +1-90.0 pa f +1-82.6 psi +/-76.0 pat o • e a • ParW610 • 36" C+2 C4+2 C4+2 G4+2 04+2 C4+2 C4+2 C6+2 06+2 CS+2 C6+2 Cfi+2 C8+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C54-21 C5421 CL21 C5+2 HeadlSll 4+2 C4 42„ DLO Jamb 10 8 8 8 1 10 1 B 1 8 1L B 10 10 12 10 10 10 __I210 19 8+9 P -took 7+8 7+8 7+8 718 7+8 7+8 7+8 7+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 3499+ 8+9 8+9 8+9 8+9 1 8+9 1 8+9 Design Presaurs +/-90.OPSF See Note A +/-82.5 psf +1-75.0 psf 41" Head/Sig C6+2 Cli+2 C4+2 C4+2 C6+2 C5+2 G5+2 C8+2 C5+2 C5+2 C6+2 C5+2 C6+2 06+2 +2 G5+2 06+2 C6+2 C6+2 C6+2 C6+2 C6+2 C5+2 C6+2 �" DLO Jemb 10 8 6 8 12 10 8 8 12 10 8 8 14 12 8 8 14 12 10 10 14 10 10 10 P -took 7+8 7+8 7+8 T+8 8+9 8+9 8+9 8t9 8+9 8+9 6+9 8+9 9+10 1 9+10 1 9+10 9+111 19+1019+10 19+1019+10194,1019+10 HWO NU It A: +/-yU.0 1'Jr r -UM ULAOO r r rco w, -pr+, o, on, "', o o, on; -r. i rvn .. , —, NOTES: EXAMPLE ON SHEET 9 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 2112' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112' 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 MIEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL f (EIGHT = BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT -1.866" 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALL ED. __ _ _. _ _. _...._ __.. _ _ - ___. .. �..-.�.. .., ... ..� ,,..�.. r•n,-, rw n, ,- n nrr n„rrrn n., o n� rAn WADY IIIAACAI CIrIAIC f1 A1M1 CLIC CTC 1. A 10 Cr1G ACCFMRI v r1FTC11 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-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-d}rty5tlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy{f uty Astragal Outside Outside Inside Corne "'`�{ e J� 1 Corner Inside Corner • • Outside • • .• • • • Insidelde Cor • orner • • • • • • • Part#61 (x2) Part#61 Part #61 Part #61 (Stile) part #6B (Astragal) Part #61 Part #61 [Stile) Part 4118 (Corner Part #119 (Out)• part #120 •Part 966IStJe) • Patt TA & 039 • o • e a • ParW610 • Receiver) (Corn. & Fxd Mount) d4.O6^r7 I C I REVISED TABLE 3, ADDED EXAMPLE. CERT. OFAtITH. x28296 DP SOD -770 TABLE 3A: SII( Helghtto Max. (+) DP (Water Infiltration Rating) SW Riser Haight -)Design (Flat a Box, see Prsssrlro, psi Sheet 17) Flush - 1-1/2" 1 see note 3 OH LENGTH O O OH RATIO 2 1 O OI I RATIO - OH LENGTH OH HEIGHT PRODUCT REVISED es complying with the Florida 6ullding Code NOA-No. 17.0420.12 Expiration Date 02/117=20 or i 1111111rrr///. O N4 ' • _�`* r No. 58705 '. •+• ••• i�CNS '' ORION A S �`� I. &&L)•LMiMPAGf . �' i�NAt NG` w" • • e.. • • A, LYNN. -ER RE 8 .;;-1 0PGTO730 • C• P.tJt 60/05 ••• • • • • ••• • + •• •• • s • •• •• ••• • • • ••• • • NO FRAME "9 -00"P -HOOK ANCHORAGE CONSISTS OF: SEE "C5' CLUSTER SEE JAMB (9) P -HOOK ANCHORS, SEE "C5' CLUSTER MAX UNIT WIDTH DETAILS, SHEET 10 SPLICE REQUIRED Q (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 REQUIRES "C6" I SHEET 10 FOR INTERLOCK POCKETS INTERLOCK CLUSTER, SEE 24' MAX O.C. THIS AND 48" NOM. SHEET SEE POCKET (10) P -HOOK-______ x PANEL WIDTH DETAILS, SHEE�1 11 x x JAMB MOUNTING - _ x X. xl x� x x / x �/ xx x x xx x IMA INSTALLATION, ADAPTER 6" MAX (�j x x J x x x x x x x THIS SHEET ANCHORS MIDWAY 1L x x x I O' T MAX. 8 SHEET 14 BETWEEN P-HOOK�ol 4 PAIRS OF ANCHORS & AT 3" x = FRAME x ANCHORS 1 FROM TOP & i r 14" MAX. O.C. I o f m ANCHORS 96" x (TOTAL 8 BOTTOM Ipl o UNIT 21" MAX. ANCHORS) 4.061" 8" MAX. TO OPENING i o' I®I + n e= P -HOOK HEIGHT O'C' PER JAMB EDGE OF POCKET SEE i a a ® I ,' 1a" NAK, O.C. ANCHORS (SEE JAMB INSTALLATION i e ' l i z x DETAIL DETAILS'Jc' &'Kc, ° ®' Z o = P -HOOK BELOW) END PANEL St EET 14 & PART +;0 MOUNTING ANCHORAGE DETAIIS'J'R'W r3MAXADAPTER 24"M X• (2 ANCHORS) SHEET19FOR ANCHORS P -HOOK L_-___6" • 2' _M_ %— (' ANCHORS x x x x x xx x x' ✓��} END PANEL END PANEL x. x x x x x x, x ANCHORAGE ANCHORAGE `✓ x x x' x xx x x' x xxx MAX SKETCH ANCHORAGE (SEE SKETCH BELOW) �,+2. �•+2•"+2. ANCHORAGE '+2" CENTERLINE 8' MAX., TMP• ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24" MAX.I EXAMPLE: 5 -PANEL, 2 TRACK, 90" OUTSIDE CORNER -pXXM0 -EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 148"x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET B) j 6" SPLICE NOTE: NON-STRUCTURAL ANCHORAGE. EXAMPLE NOTES: ANCHORS MAY BE ADDED Mlam - ro uc on ro CENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR OF PANEL 2 O.C. (P -HOOK) U I ILVING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8, SEE �2-TRAGK P -HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB REQUIRES +2" ANCHORAGE SEE"C5"CLUSTER END PANEL ANCHOR PAIR CENTERLINE CENTERLINE "C6" CLUSTER, SEE OF DETAILS, SHEET 10 OF ANCHORAGE DETAILS, SHEET 11 INTERLOCK ASTRAGAL FOR ASTRAGAL (2 ANCHORS) W 4.051" I 3.5" MAX. XZJ��31yY LYmy�'''.,. CENTERLINE CENTERLINE • • • • OE CENAERLIME • • • • P1o. 58705 L� +2^ANCHORAGE "+2" ANCHORAGt L� - * i I OF PANEL 3 OF PANEL 4 I OF PANEL 5 ' SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS rlELl 1070 TECHNLXUUruHrve ow+�N.YENICE, FL 34276 ANCHOR4QP ACING L PLE NS••fi�/� (940480.1800 %�`�1 •.�ORIDP,. •''•�C�� CORRECTED EXAMPLE TO UPDATED ANGYOR VALUES CERT. 1,29MSERIgJ :7 A: IIG SC'l•- LAIIMPACT• • ' "' A// 01 M �L� P E``` °i` ��� m ® .71&NTS 9 «'12 • PGT0130 C RE#587C5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 AS NEEDED TO ALIGN THE 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: CENTERLINE OF INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE R SEE 'C5' CLUSTE R TABLES, SHEETS 6-8 AT EACH INTERLOCK AND DETAILS, SHEET STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL ""+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ,asCode ADDITIONAL ANCHORS 24'0.C. MAXIMUM. Mlam - ro uc on ro CENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR OF PANEL 2 O.C. (P -HOOK) U I ILVING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8, SEE �2-TRAGK P -HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB REQUIRES +2" ANCHORAGE SEE"C5"CLUSTER END PANEL ANCHOR PAIR CENTERLINE CENTERLINE "C6" CLUSTER, SEE OF DETAILS, SHEET 10 OF ANCHORAGE DETAILS, SHEET 11 INTERLOCK ASTRAGAL FOR ASTRAGAL (2 ANCHORS) W 4.051" I 3.5" MAX. XZJ��31yY LYmy�'''.,. CENTERLINE CENTERLINE • • • • OE CENAERLIME • • • • P1o. 58705 L� +2^ANCHORAGE "+2" ANCHORAGt L� - * i I OF PANEL 3 OF PANEL 4 I OF PANEL 5 ' SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS rlELl 1070 TECHNLXUUruHrve ow+�N.YENICE, FL 34276 ANCHOR4QP ACING L PLE NS••fi�/� (940480.1800 %�`�1 •.�ORIDP,. •''•�C�� CORRECTED EXAMPLE TO UPDATED ANGYOR VALUES CERT. 1,29MSERIgJ :7 A: IIG SC'l•- LAIIMPACT• • ' "' A// 01 M �L� P E``` °i` ��� m ® .71&NTS 9 «'12 • PGT0130 C RE#587C5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IFA SPLICE 21" � OCCURS AT THE P -HOOK. MAX. PRODUCT REVISED O.C. as complying wNh the Florldo ,asCode NOA-No. 17-0420.12 5.64" 1 Expiration Dat 2/17/2020 6" MAX. °y Mlam - ro uc on ro CENTERLINE JAMBS & P -HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR OF PANEL 2 O.C. (P -HOOK) U I ILVING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8, SEE �2-TRAGK P -HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB REQUIRES +2" ANCHORAGE SEE"C5"CLUSTER END PANEL ANCHOR PAIR CENTERLINE CENTERLINE "C6" CLUSTER, SEE OF DETAILS, SHEET 10 OF ANCHORAGE DETAILS, SHEET 11 INTERLOCK ASTRAGAL FOR ASTRAGAL (2 ANCHORS) W 4.051" I 3.5" MAX. XZJ��31yY LYmy�'''.,. CENTERLINE CENTERLINE • • • • OE CENAERLIME • • • • P1o. 58705 L� +2^ANCHORAGE "+2" ANCHORAGt L� - * i I OF PANEL 3 OF PANEL 4 I OF PANEL 5 ' SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS rlELl 1070 TECHNLXUUruHrve ow+�N.YENICE, FL 34276 ANCHOR4QP ACING L PLE NS••fi�/� (940480.1800 %�`�1 •.�ORIDP,. •''•�C�� CORRECTED EXAMPLE TO UPDATED ANGYOR VALUES CERT. 1,29MSERIgJ :7 A: IIG SC'l•- LAIIMPACT• • ' "' A// 01 M �L� P E``` °i` ��� m ® .71&NTS 9 «'12 • PGT0130 C RE#587C5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASTRAGAL OR SPLICE LOCATION INTERLOCK I SIF NEEDED CENTERLINE I 3.5" 0 14.08 EXTERIOR .. 7" 15 3 -TRACK FRAME HEADISILL 0 ASTRAGALORINTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4') ASTRAGAL ORSPLICE LOCAFION INTERLCCK-4—IF NEEDED CENTERLINE 4 -TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION 6" DIAG. INTERLOCK IF NEEDED CENTERLINE 1 2 .04" 3.5" 2.04" 1.75" 4' DIA . 2.04" .i7' EXTEnRIOR v 2 -TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "04") ASTRAGAL OR SPLICE LOCATION INTERLOCK I SIF NEEDED CENTERLINE I 3.5" 0 14.08 EXTERIOR .. 7" 15 3 -TRACK FRAME HEADISILL 0 ASTRAGALORINTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4') ASTRAGAL ORSPLICE LOCAFION INTERLCCK-4—IF NEEDED CENTERLINE 4 -TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK �� IF NEEDED CENTERLINE 1.75" 3.5" "DI G. 2.04" I . EXTERIOR ]" 3.5" 4 DIAG EXTERIOR ]^ 71, 10, 1 2 -TRACK FRAME HEAD/BILI- 2 -TRACK FRAME HEADlSILL 0 ASTRAGAL OR INTERLOCK 01 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, 'C5") ANCHORS ARE REQUIRED, "06") ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) '3.5' 2.04" 4.08' DCTERR7 _IOR 4" DIAG. EXTERIo y ., 3 -TRACK FRAME HEADISILL (ccQ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5') ASTRAGAL OR (FOR SPLICE INTERLOCK~ CONDITION, USE CENTERLINE I .C6" CLUSTER DETAIL) •—� 3.5" t - EXTERIOR 43 4 -TRACK FRAME HEAD/SILL (Q ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "CS") N. VCAWZ, FL 34175 (997) 450-11100 CERT. OFAUTH.I OME JR I Ojo"7 I C I NO CHANGES THIS SHEET. I ASTRAGAL ORSPLICE LOCATION INTERLOCK--f—IF NEEDED CENF TERLI � 3.5" 2.04 -4 3.5 1-3.5" 3 -TRACK FRAME HEAD/SILL (oi ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "Co') ASTRAGAL CR (FOR SPLICE INTERLOCK �I CONDITION, DO NOT l`CNTFRI INF USE THIS DETAIL) 1 204" 3^ I EXTERIOR W ASTRAGAL OR I (FOR SPLICE 6" DIAG. INTERLOCK—1 CONDITION USE CENTERLINE "C6' CLUSTER DETAIL) 2 .04" 2.04" ASTRAGAL OR SPLICE LOCATION INTERLOCK �� IF NEEDED CENTERLINE 1.75" 3.5" "DI G. 2.04" I . EXTERIOR ]" 3.5" 4 DIAG EXTERIOR ]^ 71, 10, 1 2 -TRACK FRAME HEAD/BILI- 2 -TRACK FRAME HEADlSILL 0 ASTRAGAL OR INTERLOCK 01 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, 'C5") ANCHORS ARE REQUIRED, "06") ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) '3.5' 2.04" 4.08' DCTERR7 _IOR 4" DIAG. EXTERIo y ., 3 -TRACK FRAME HEADISILL (ccQ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5') ASTRAGAL OR (FOR SPLICE INTERLOCK~ CONDITION, USE CENTERLINE I .C6" CLUSTER DETAIL) •—� 3.5" t - EXTERIOR 43 4 -TRACK FRAME HEAD/SILL (Q ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "CS") N. VCAWZ, FL 34175 (997) 450-11100 CERT. OFAUTH.I OME JR I Ojo"7 I C I NO CHANGES THIS SHEET. I ASTRAGAL ORSPLICE LOCATION INTERLOCK--f—IF NEEDED CENF TERLI � 3.5" 2.04 -4 3.5 1-3.5" 3 -TRACK FRAME HEAD/SILL (oi ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "Co') ASTRAGAL CR (FOR SPLICE INTERLOCK �I CONDITION, DO NOT l`CNTFRI INF USE THIS DETAIL) 1 204" 3^ I EXTERIOR W I 4 -TRACK 6" DIAG. FRAME JAMB 2.04' EXTERIOR ✓ ANCHOR PAIR ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT. OR INT. MAX. TRACK (INT. SHOWN) O.C. NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 6' MAX. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT 3 -TRACK FRAME JAMB P -HOOK SEE SHEET 9. ANCHOR PAIR PRODUCT REVISED as complying with the Florida FOR SPLICED 0"Ildtng Coda CONDITIONS ONLY: NOA-No. 17-0420.12 SPLICE LOCATION r—. ED 3.5" F+ WITH & WITHOUT SPLICE CONDITION ?Ply MTERS: • •: • Wb 47W IMPA4 scD-i90 I AfTS I 111 A 22 r P13T01130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Expiration ``VIII II II/1C7 NO. 58705 STATE 4C, -Z tr /'ONAL I0 "1, A. LYNN MILLER. P.E. P.E.# 58705 6" DIAG. 2 .04" 2.04" EXTERIOR 6' DIAG. 21" MAX O.C. EXTERIOR 21- 1"MAX.O.C. MAX- O.C. MAX. 5.64" —2 -TRACK FRAME JAMB 6" MAX. ANCHOR PAIR IH I 4 -TRACK 6" DIAG. FRAME JAMB 2.04' EXTERIOR ✓ ANCHOR PAIR ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT. OR INT. MAX. TRACK (INT. SHOWN) O.C. NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 6' MAX. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT 3 -TRACK FRAME JAMB P -HOOK SEE SHEET 9. ANCHOR PAIR PRODUCT REVISED as complying with the Florida FOR SPLICED 0"Ildtng Coda CONDITIONS ONLY: NOA-No. 17-0420.12 SPLICE LOCATION r—. ED 3.5" F+ WITH & WITHOUT SPLICE CONDITION ?Ply MTERS: • •: • Wb 47W IMPA4 scD-i90 I AfTS I 111 A 22 r P13T01130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Expiration ``VIII II II/1C7 NO. 58705 STATE 4C, -Z tr /'ONAL I0 "1, A. LYNN MILLER. P.E. P.E.# 58705 2.04" 2.04" NT DWG. INTERIOR RI a" .6.12" 6.12' 11\ EPo INTERIOR 3. " IXTERIOR 1 I —'-I 3.5' 4" 2.04' J EXT Po 90" CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C� 1 6.12' I -: -" 3 4" 2.04" -- EXTERIOR 90" CORNER 2 -TRACK FRAME HEADISILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 'ERIOR 9U" CORNER 3 -TRACK FRAME HEAD/SILL ('C6' ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) IN7ERX)R .6.12" 2.04" 4" I EXTERIOR d 7R 0 I ^ 4" 3.5• 7" 4.08' INTERIOR t +/�j 3.5'�/ EXTERIOR 4' DIAG. — ---1 3.5" 2.04" EXTERIOR 4' 135' CORNER 2 -TRACK FRAME HEADISILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, " INTERIOR 2.04' J 7' EXTERIOR $.. 94" 135' CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "06") "+1" ANCHOR CENTERLINE OF PANEL "+2" ANCHOR 2.04" 4" DIAD. 3.5" 1 1 I CENTERLINE I OF PANEL 4.08 "+1" ANCHOR "+3' ANCHOR 7.41" I 'T-71 3.5' � } EXTERIOR 7" �-IJ\` q" 135' CORNER 3 -TRACK FRAME HEADISILL ('C6" ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) INTERIOR 11 INTERIOR a 5.68" 6.12' EXTERIOR 2.04" 4" DIAG. 5" 3.5" 7" CENTERLINE _ FRAM CENTERLINE OF PANEL 4 OFPANEL 2 -TRACK E HEAD/SILL woR ON ^+2^ ANCHOR INTERMEDIATE ANCHOR LAYOUT EXTERIOR VIEWS 4" DIAG. PRODUCT REVISED I's complying with the Florida Building Code 2.04" NOA-No. 17-0420.12 8.12' 3.5" CENTERLINE Expiration Data 0211712020 _ y (` OF PANEL By i Mlaml-Dad roduct Control "+3" ANCHOR 2.04" 1-1 4.08" d" f)IAC 7" EXTERIOR 2.04„ 3.5" 4" 4" DIAG. 3.5" 3.5" 1 llilr EXTERIOR 7' EXTERIOR 4 • • • • • • QENTP INE • • • �� pD1Y•LYNH 7 2.04" • • • • • \� �� , 17j 90" CORNER 135' CORNER • • �F �•4N L • • • ? ,. " y1GENgF (� 4 -TRACK FRAME HEAD/SILL 4 -TRACK FRAME HEADISILL • • • • • • • • • • • P.• (�` , 4 -TRACK FRIJNGIIFiAD1CILl• • • • _ * NO. 5$705 l ("CS" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED INT&FINEDOk'"ANCIRDR LAYOUTS • • • _ _ AT ALL 4 -TRACK CORNERS) AT ALL 4 -TRACK CORNERS) (3 -TRACK SIMILAR) - 0 NOTES: a; 14, 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1mu7ECHNaGGyORrvE =�� �A 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N VEYICE, FL 31275 ANCHOW(". £XAMPL C ERS• • • • • • \��` �IDeEeNTfeC�AL FOR EX RK)R OR INTERIOR CORNER CONFIGURATIONS. c� aF� #M� SERF T70 ALU14 SCe- LNT 1MFMCT• 5,�ONAL IENG�`` JR 04/0;117 C NO CHANGES THIS SHEET. re" 'I mrvnexre•o s.a.ams • • °er°• • "" • A. LYNN., P.E. °a"11 °i"° u.r• °G{"°'•"�°•� lj�x- SGD-17& NiS 11 «2! • PGTOI C RE A WMS JR 10110/14 uanunra,mreeH<o i .. —1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE. A, SHEET 1 EXTERIOR 114" Gj 43! � MAX. j SHIM EMBEDMENT: J SEE TABLE A, SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 ®2 -TRACK FRAME HEAD w WOOD INSTALLATION WOOD ANCHOR TYR, 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCH & TABLE A, SHEET 1 NOTE 3, SHE SEE ANCHOR NOTE 5, SHEET 1 (114" MAX.) 1 EXTERIOR 2-1/16" EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2 -TRACK FRAME SILL Ow WOOD INSTALLATION OR ET 1 EXTERIOI a �s.G�r���c�,r. Ccc Tn GIC n CYCCT 1 114" MAX. SHIM EXTERIOR a 2X WOOD WOOD ANCHOR TYP. TYR, SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 3 -TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE AN SEE A TABLE A, SHEET 1 7 NOTE 3, SHEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTEPoOR a 2-1/16" EDGE DISTANCE:_ SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ifiN 3 -TRACK FRAME SILL Ew WOOD INSTALLATION 2 -TRACK FRAME JAMB r WOOD INSTALLATION I JR 1 04007 1 C I. NO CHANGES THIS SHEET. I 3 -TRACK FRAME JAMB WOOD INSTALLATION N. VENICE, FL 34276 (s41)46afMO CERT. OFAWN. 07!M6 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 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 SMS ANCHOR TYP., MET CHOR SEE ANCHOR NOTES SEE A T1 SEE & TABLE A, SHEET 1 NOTE 4 ANCHOR NOTE 5, SHEET 1 (114" MAX.) T .• >.y .r. EXTERIOR f a - 2-1/16"' 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. AL . DIAGONAL O.C. IS EMBEDMENT: SEE MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE TABLE A, SHEET 1 �I DETAILS, SHEETS 10 & 11. NCHOR SHEET 1 EMBEDMENT: SEE I TABLE A, SHEET 1 EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, 2X WOOD %� SEE TABLE A, 2X WOOD 'IYP., SHEET 1 TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, SHEET 1 NOTE 3, SHEET 1 2-1/18" 2-1/16" WOOD ANCHOR TYP., WOOD ANCHOR TYP., SEE ANCHOR NOTES SEE ANCHOR NOTES & TABLE A, SHEET 1 & TABLEA, SHEET 1 / EXTERIOR I V 1/4" MAX. SHIM F "— EXTERIOR D 1/4" MAX. SHIM 2 -TRACK FRAME JAMB r WOOD INSTALLATION I JR 1 04007 1 C I. NO CHANGES THIS SHEET. I 3 -TRACK FRAME JAMB WOOD INSTALLATION N. VENICE, FL 34276 (s41)46afMO CERT. OFAWN. 07!M6 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 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 SMS ANCHOR TYP., MET CHOR SEE ANCHOR NOTES SEE A T1 SEE & TABLE A, SHEET 1 NOTE 4 ANCHOR NOTE 5, SHEET 1 (114" MAX.) T .• >.y .r. EXTERIOR f a - 2-1/16"' 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. AL . DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE TYR, DETAILS, SHEETS 10 & 11. NCHOR SHEET 1 MIN. OF THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 4 -TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE PRODUCT REVISED TABLE A, SHEET 1 as complying with the Florida Building Code NOA-No. 17.0420.12 EDGE DISTANCE: Expiation Date 02/17/2020 SEE TABLE A. METAL TYP., SHEET 1 ey SEE ANCHOR I Mla Da roduct Control NOTE 4, SHEET 1 i SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 THREADS ••�•• • • • • • • 14EY" THE 7ERIOR • • • 1,1 E .AL •fL • •• • • C i,/ • • • • UBSiRATE • • • •1�4e MA•)S. �HIAI • • �-• • • • • 4 -TRACK :JAMB Iw METAL INSTALLATION ANCHORAOODETAILS- • • • ... ••• SER".770�LU41. SGd-/titWFAC: i SGD-7! /MTS 12•x!2 • PGT0130 C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 111111 i ` * No, 58705o Sm 0 �� �� �S '•. �ORIDP .•' �� A /DNALII'' 1E1�G` �\ LYNN'llk R, P. E. P.E.0 58705 INSTALLATION DETAILS EMBEDMFNT SEE TABLE A,SHEET 1 EDGE DISTANCE: SSE EDGE DISTANCE: CONCRETE CONCRETE SEE TABLE A, SHEET 1 CONCRETE PER TABLE TABLE A, SHEET 1 A, SHEET 1 2-1118" ` PER TABLE - 2.1/16" • PER TABLE _ A., SHEET 1 A, SHEET 1 i EXTERIOR j 'EMBEDM 1/4" EXTERIOR 1/4" EXTERIO� SEI: I ABLE A. MAX. (� MAX. SHEET 1 / SHIM r SHIM a PROPERLY SECURED 1X L 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 CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEEANCHOR NOTE 5, SHEET 1 (1/4' MAX.) .9 EXTERIOR T a - EMBEDMENT: SEE TABLE A, SHEET 1 NOTES - EDGE DISTANCE: 1. ALL DIMENSIONS SEE TABLE A, SHEET 1 SHOWN ARE BASED 2-1/16"'ON MIN. ALLOWED. 1/4„ " DIAGONAL O.C. IS - MIN 4" (HEAD &SILL) _ SHIM OR 6" (JAMB) SEE TABLE A, SHEET 1 DETAILS. SHEETS If 11 ri ri IE 10 & 11. PROPERLY SECURED 1X CRETE ANCHOR TYP., WOOD BUCK TYP., SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 NOTES & TABLE A 4 TRACK FRAME HEAD i i, SHEET 1 Cc CONCRETE INSTALLATION SEE TABLE A, PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 EANCHO E ANCHOR NOTE NOTE 5, 1 SE (1 EETI 4' AXSHEET.) 1 SE (1/4HMAX.)� EXTERIOR I L 2-1/16"" --I-- -- a 2-1/16"" EDGE DISTANCE: CONCRETE EDGE DISTANCE: SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A. SI IEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 - 2 -TRACK FRAME SILL 45jEh 3 -TRACK FRAME SILL KO�cY CONCRETE INSTALLATION \.E -j CONCRETE INSTALLATION EXTERIOR a CONCRETE EDGE DISTANCE: PER TABLE SEE TABLE A. SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 4 -TRACK FRAME SILL Fc CONCRETE INSTALLATION EMBEOMEN F: SEE TABLE A, SHEET 1 2 -TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION 3 -TRACK FRAME JAMB He CONCRETE/CMU INSTALLATION N. VENICE. FL 34275 (V41) 4804W0 CERT. OFAUTR 629290 I JR 104NY17 I C I NO CHANOES nus SIC -ET I I EDGE DISTANCE SEE TABLE A, EMBEDMENT: SEE TABLE A, SHEET 'I �1 SHEET 1 lX WOOD BUCK TYP., SEE ANCHOR NOTE 3, EDGE DISTANCE: EMBEDMENT: SEE —~ CONC./CMUANCHOR CONCJCMU ANCHOR - SEE TABLE A, TABLE A, SHEET 1 TYP., SEE ANCHOR CONCRETE SHEET 1 / EDGE DISTANCE: NOTES & TABLE A i • i i, SHEET 1 PROPERLY SECURED SEE TABLE A, SHEET 1 i•• • 2-1/1"" 6 1X WOOD BUCK TYP., SHEET 1 FRAME JAMB (5ONCRETE/CMU 0Ic4 INSTALLATION SEE ANCHOR NOTE 3, bRI 9S 77.0 ALUM. 6Ga ALM !IMPACT i Soi�-770 NTS I 13 e, 22• .+a P61"110130 • RC SHEET 1 2-1/1 b"" PROPERLYSECURE , CONC./CMU ANCHOR 1X WOOD BUCK TYP., TYP., EE ANCHOR TS YP., S SEE ANCHOR NOTE 3, CONCRETE & TABLE A, NUISHEET CONCRETE SHEET 1 OR CMU 1 [XTrRIOR OR CMU EXTERIOR PER TABLE II V - ►1 I �- 1/4" MAX. SHIM PER TABLE A, SHEET 1 A, SHEET 1 1/4" MAX, SHIM 2 -TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION 3 -TRACK FRAME JAMB He CONCRETE/CMU INSTALLATION N. VENICE. FL 34275 (V41) 4804W0 CERT. OFAUTR 629290 I JR 104NY17 I C I NO CHANOES nus SIC -ET I I EDGE DISTANCE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complyingg with the Florida 9uilding Oode NOA-No. 17-0420.12 Expiration Data 02117/2020 �1 �)NT L I IY/VM',, �1�.••' -%CENSF'.. - -� 0. 6� '.'.tomor.. Gx� ��S;oNA11tiN A LYNN MLLER, P.E. P.E 4 58705 SEE TABLE A, PROPERLY SFCURED SHEET 1 lX WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 CONC./CMUANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET CONCRETE OR CMU • • •x�Tlo• ;• • P64TAOLE i • i i, SHEET 1 • • ! • •• •�• i•• • • • �/4"�. SSW'• • • • • • • -TRACK FRAME JAMB (5ONCRETE/CMU 0Ic4 INSTALLATION ,W -Mf" -TE ••• ••' bRI 9S 77.0 ALUM. 6Ga ALM !IMPACT i Soi�-770 NTS I 13 e, 22• .+a P61"110130 • RC ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE PER TABLE A, SHEET 1 PRODUCT REVISED as complyingg with the Florida 9uilding Oode NOA-No. 17-0420.12 Expiration Data 02117/2020 �1 �)NT L I IY/VM',, �1�.••' -%CENSF'.. - -� 0. 6� '.'.tomor.. Gx� ��S;oNA11tiN A LYNN MLLER, P.E. P.E 4 58705 INSTALLATION DETAILS CONCJCMU FRAMEJAMB REQUIRED AT ALL ANCHOR TYP., SEE INSIDE POCKETS EMBEDMENT, SLE TO PREVENT WOOD FRAMING TABLE A, SHEET 1 P -HOOK MOUNTING ADAPTER NATER WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES EMBEDMENT: & TABLE A, SHEET 1 28 II SEE TABLE A, _� ALSO SEE TYP. SHEET 1 ��-- 28 ILLUSTRATION, SHEET 9) DISTANCE: SEE EMBEDMENT- SEE l8 A, SHEET EMBEDMENT: - -- , s2s SEE TABLE A, EXTEPoOR SHEET PHOOK WOOD ANCHOR TYa.DE fl SEE ANCHOR NOTES V P -HOOK & TABLE A, SHEET 1 CONCRETE OR (ALSO SEE TYP. 2.693" MIN CMU PER TABLE ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1 ®P -HOOK FOR USE WITH FLAT SILL RISERS �w PARTS 018, #20,422 OR 924, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABI FS 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION 2.693" MIN. EDGE DISTANCE METAL TYP., P -HOOK MOUNTING SEE ANCHOR P -HOOK MOUNTING EMBEDMENT: SEE CONCRETE OR EMBEDMENT: SEE ADAPTER CONCJCMU NOTE 4, SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE MIN. OF 3 THREADS TABLE A. SHEET 1 ANCHOR TYP., SEE BEYOND THE METAL ANCHOR NOTES A, SHEET 1 ANCHOR NOTES &TABLE SUBSTRATE $ TABLE A, SHEET 1 A, SHEEEE T 1 TYP (ALSO SEE TYP. EMBEDMENT: F,' ' ILLUO RATION SHEET 9) ILLUSTRATION, SEE TABLE A, SHEET SHEET9) EMBEDMENT: _1 ) SEE TABLE A, EDGE DISTANCE. SEE ' SHEET 1 TABLE A, SHEET I 1.1/4" MIN. EDGE DISTANCE P -HOOK SMS ANCHOR TYP., / SEE ANCHOR NOTES - EXTEnnRIOR & TABLE A, SHEET 1 V (ALSO SEE TYP. 2.603" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE ®P -HOOK FOR USE WITH BOX SILL RISERS w PARTS #19, #21, #23 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY I JR I O"W7 I C I NO CHANGES TH1S SHEET I N. VENICE, A. 34275 (941)480-1w0 CERT. OFAUTH. 829298 P -HOOK CONCJCMU EXTERIOR ANCHOR TYP., SEE U ANCHOR NOTES & TABLE A, SHEET 1 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P -HOOK FO USE W T B X ILL SER • • • Kc PARTS #19 2 , #23 O CONCRETL•INSTALLA►ION••Lm'- um • • (SEE TABLE 1/A, 2A , A • M10 T • • • FOR WATER RATINfi6# • • -� • • • • - VCNDRlIaM DETAL fS • • • • • • • • • Fkf66 770 ALUM. i9�D• LM l MPAlT w*d NTS !b• S 22 • PG1b130 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 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 compljing with the Florida Building ode NOA-No. 17-0420.12 E-Piratlon DI-ty p�2/17/2020 By ,,•�V.c)llI LTN!V P�.. UCENSF' :/lett`% NO. 58705 75 DNAL ENG``• "/I III1111" A LYNN MILLER, P.E. P.E.# batob CONCJCMU ANCHOR TYP., SEE zs ANCHOR NOTES & TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE EXTERIOR 28 II P -HOOK MOOUUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE EMBEDMENT- SEE A,SHEETI TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) tfEb P -HOOK FOR USE WITH ANY SILL RISER Jc PARTS #18, #20 #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES IA, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P -HOOK MOUNTING SEE ANCHOR P -HOOK MOUNTING EMBEDMENT: SEE CONCRETE OR EMBEDMENT: SEE ADAPTER CONCJCMU NOTE 4, SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE MIN. OF 3 THREADS TABLE A. SHEET 1 ANCHOR TYP., SEE BEYOND THE METAL ANCHOR NOTES A, SHEET 1 ANCHOR NOTES &TABLE SUBSTRATE $ TABLE A, SHEET 1 A, SHEEEE T 1 TYP (ALSO SEE TYP. EMBEDMENT: F,' ' ILLUO RATION SHEET 9) ILLUSTRATION, SEE TABLE A, SHEET SHEET9) EMBEDMENT: _1 ) SEE TABLE A, EDGE DISTANCE. SEE ' SHEET 1 TABLE A, SHEET I 1.1/4" MIN. EDGE DISTANCE P -HOOK SMS ANCHOR TYP., / SEE ANCHOR NOTES - EXTEnnRIOR & TABLE A, SHEET 1 V (ALSO SEE TYP. 2.603" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE ®P -HOOK FOR USE WITH BOX SILL RISERS w PARTS #19, #21, #23 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY I JR I O"W7 I C I NO CHANGES TH1S SHEET I N. VENICE, A. 34275 (941)480-1w0 CERT. OFAUTH. 829298 P -HOOK CONCJCMU EXTERIOR ANCHOR TYP., SEE U ANCHOR NOTES & TABLE A, SHEET 1 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P -HOOK FO USE W T B X ILL SER • • • Kc PARTS #19 2 , #23 O CONCRETL•INSTALLA►ION••Lm'- um • • (SEE TABLE 1/A, 2A , A • M10 T • • • FOR WATER RATINfi6# • • -� • • • • - VCNDRlIaM DETAL fS • • • • • • • • • Fkf66 770 ALUM. i9�D• LM l MPAlT w*d NTS !b• S 22 • PG1b130 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 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 compljing with the Florida Building ode NOA-No. 17-0420.12 E-Piratlon DI-ty p�2/17/2020 By ,,•�V.c)llI LTN!V P�.. UCENSF' :/lett`% NO. 58705 75 DNAL ENG``• "/I III1111" A LYNN MILLER, P.E. P.E.# batob CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION_ DETAILS'A%V &'Ac', SHEETS 12 & 13 NOTES: 1) SEE SHEET W 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 OP/ANCHOR TABLES. SILL DETAIL 'D', SHEET 18; INSTALLATION DETAILS 'DW &'DO% SHEETS 12 & 13 MAX. PANEL HEIGHT #10 X 1-112" PH SMS NOM. PANEL WIDTH TYP. PER TABLES 1-3 I MAX. UNIT MAX. HEIGHT DLO PER HEIGHT TABLES 1 1-3 90" EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX SILICONE STRUCTURAL SILICONE STRUCTURAL SILICONE HERS POLYISOBUTYLENE <-1/4"NOM. FOAM WITH DESICCANT DESICCANT EXT. GLASS EXT. LYAS6� #8 X 1" PH SMS OV,NT.GLASS ,za KODISPACE 4SG TPS FRAME CORNER DETAIL Part# Description Material 124 Kommer ing 4SG TPS Spacer System 5118' NOM. 125 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 126 Quanex Duraseal Spacer Materials 127 Cardinal XL Edge Spacer RLfCM1CIVI°C IrJI nCrVnl.�. fl�ro� I,, pow u�,o,� ' a.r IR O40G'/7 C NO CHANGES TN;S SHEET. IRX 100114 I � MAX. UNIT WIDTH EXTERIOR t 90° CORNER DETAIL 'N2', SHEET 19 & CORNER ANCHORAGE SHEET 11 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" n SHOT -MELT BUTYL `INT. GLASS z5 SUPER SPACERONXTTM (941)420-I&V CERT OFAOTN. 079M ,. DURASEAL® SPACES • • +z1 XL-D(!E"APACER • • • • • • =R1EE 77B A &M. 9GD • LM /MPJT • soai7o •NTS 1S•�22 PGAI130 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVI3ED as complying with the Florlda Building Coda NOA-No. 17-0420.12 Expiration DmjxV2/17/2020 L111illurrl i� ,� 0•........ Nqf No. 58705 0C STA NAL A LYNNM+LLER, P.E. P,E.a 58705 Rcnvrama°cmcrvl POLYISO- DESICCANT FILL AREA BUTYLENE 5118' NOM. W.9'NOM. SEAL BUTYL & SILICONE SEAL DESICCANT ROLL-FORMEO FOAM STAINLESS STEEL EXT. GLASS EXT. GLASS INT GLAaS • • • • A GLASS• • • • • • N' (941)420-I&V CERT OFAOTN. 079M ,. DURASEAL® SPACES • • +z1 XL-D(!E"APACER • • • • • • =R1EE 77B A &M. 9GD • LM /MPJT • soai7o •NTS 1S•�22 PGAI130 • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVI3ED as complying with the Florlda Building Coda NOA-No. 17-0420.12 Expiration DmjxV2/17/2020 L111illurrl i� ,� 0•........ Nqf No. 58705 0C STA NAL A LYNNM+LLER, P.E. P,E.a 58705 CONFIG. EXAMPLES INTERLOCK DETAIL IFOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 �'M', SHEET 19 OPERABLE JAMB DETAIL'GT, SHEET 18; Y— INSTALLATION DETAILS'Gw' &'Ge. SHEETS 12 & 13 (IXED JAMB DETAIL'G2',��AST=F?A�GALHEADER DETAIL W, SHEET HEADER DETAIL'A', SHEET 18;SHEET 10; INSTALLATION 18; INSTALLATION DETAILS INSTALLATION DETAILS'AW &'Ac', DETAILS'Gw' &'Gc', L2, SHEET 19 'AW &'Ac', SHEETS 12 & 13 SHEETS 12 & 13 SHEETS 12 & 13 90. ( AX. GHT PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE 'R' 'L' 'D' IN 1W PANEL 1, ,M. P, M MA NOM. PANEL TYPE UN HEI I UNIT WIDTH TYP. PE X. PER SEE TAB DLO PE TABLES 1-3 MAX. NOTE 2, I. HEIGHT PER OTE 2, NOM. SHEET 15 MAX. DLO R '13% SHEET TABLES 1-3 MAX. 7 PANEL O V—X 18; X y MAX UNIT WIDTH �I HEIGHT ( AX. GHT r-- MAX. UNIT WIDTH PANEL PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE PANEL 1, ,M. P, I MA A, TYPE I UNIT �, rPANEL IT WIDTH TYP. PANEL WIDTH TYP PE SEE MAX. SILL DETAIL / PER OTE 2, NOM. ILES MAX. DLO R '13% SHEET TABLES 1-3 MAX. 7 PANEL LES 18; y WIDTH TYP. HEIGHT 3 INSTALL XX DLO PER DETAILS HEIGHT TABLES 1-3 0 X X X — SHEETS 12 '( ( &13, X X X t \ _ L SEE FRAME & PANEL CORNER SILL DETAIL D', SHEET 18; CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS —�— MAX. UNIT WIDTH MAX. DLO WIDTH TYP. PANEL TYPE 1C MAX. UNIT HEIGHT PER SEE TABLES NOTE 2, 1 1EET 15 a DETAILS SHEET 15 (2 -TRACK) 'DW & Dc', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XXM (2 -TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DFTAIL'M', SHEET 19 INSTALLATION DETAILS'IW & L2, SHEET 19�INTERLOCK DETAIL'M', SHEET 19 Ic', SHEETS 12 & 13� l u HEADER DETAIL (1 1 'B', SHEET 18; JAMB 0ETAIL'112', SHEET P -HOOK OET111LIV &'K', SHEET INSTALLATION TALLJAMB DETAIL'12', SHEETT 18; INSTALLATION 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'M', DETAIL INSTALL &'Bc', DETAILS'IW &'Ic', SHEETS 12 & 13 'HW &'Hc', SHEETS 12 & 13 'JC', 'Kw' &'Kc', SHEET 14 SHEETS 12 & 13 7 MA) HE MAX. UNI I WIUI H F TA EXAMPLE: OXXXp. (3 -TRACK, RIGHT POCKET) _ I , SILL DL-TAIL'E', SHEET 18;x✓ INSTALLATION DETAILS 'Eye &'Ec', SHEETS 12 & 13 I W 1 0x06747 1 c I NO CA4M ES THIS SHE—IT. I A WINCE FL 34273 1#4f)480-1800 (FRT OFAUTR /791#8 --+1 r-- MAX. UNIT WIDTH PANEL PANEL PANEL PANEL PANEL PANEL FR, TYPE TYPE TYPE TYPE TYPE 1, ,M. P, I MA NOM. I UNIT NOM.' HEIC ERT WIDTH TYP. PANEL WIDTH TYP PE SEE MAX. PER / PER OTE 2, DLO ILES MAX. DLO SEE TABLES 1-3 HEIGHT -3 NOTE 2, y HEIGHT SHEET 15 XX . I 0 X X X — '( EXAMPLE: OXXXp. (3 -TRACK, RIGHT POCKET) _ I , SILL DL-TAIL'E', SHEET 18;x✓ INSTALLATION DETAILS 'Eye &'Ec', SHEETS 12 & 13 I W 1 0x06747 1 c I NO CA4M ES THIS SHE—IT. I A WINCE FL 34273 1#4f)480-1800 (FRT OFAUTR /791#8 --+1 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE MA NOM. UN PANEL HEIC WIDTH TYP. PE SEE MAX. PER TAB[ OTE 2, DLO TABLES 1-3 SHEET 15 HEIGHT XX . JAMB DETAIL 'GT, SHEET l18; INSTALLATION DETAILS 'Gvl &'Cc'. SHEETS 12 & 13 A P INTERLOCK DETAIL 'M', SHEET 19 90' OUTSIDE CORNER DEFAIL'N1', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERIOR EX"�ERR I NOM. PANEL ++III WIDTH TYP. PER TABLES 1-3 UNIT WIDTH HEADER DETAIL 'C', SHEET 18; INSTALLATION DETAILS Cw' &'Cc', SHEETS 12 & 13 C: T HT I ES EXAMPLE: MXV ..:3llQ9TAle. StmF:IS.i (4 -TRACK, BY-PASS) INSTALLATION DETAILS 'FW & Fc', SHEETS 12 & 13 090 000 000 SEVS 770ALLW. SGD - M IMPAC. SC -04% I NTS I IA' s •12 10 PGTSJ30 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida building Code NDA -No. 17.0420.12 Expiration Date 02/1712020 Dy \NN NY LMII, � •'' L,ICEM ''�4 'i * No. 58705 0 �VAITIERO •'.:°40mup- •' •�_�� S;0NALIENG A. LYNN MILLER, P.E. P.E.#58705 PANEL SINGLE SINGLE INTERLOCK INTERLOCK TYPES OUT IN -elm -am SINGLE i INTERLOCK iii j F OUT SINGLE INTERLOCK �' ^ E IN LK! FUNDRR R STILE L LE D J� HMIO LE WI HAND47 ��/�A w ASTRAGALL BOX OUT R ` W/HANDLE �arov0 ASTRAGAL A I W BOXIN , V W/ HANDLE feoxw/ J r ASTRAGAL .BOX OUT LL ASTRAGAL w )_i BOX IN,NT J CORNER E RT - Cl J W/HANDLE #120 z 90 LOCK TIL 90L ^ T /VC)V\ QS ^ Q HANDLE# W/ HANDLE #119 �Q EXT CORNER 90 RECEIVER f^"'(�'7T- _ C CS W/ HANDLE#119 #61 90 RECEIVER R/HANDLE A T � � W XT CORNER L.� 18 17 99 RECEIVER;!: j #6 EXT CORNER 36 RECEIVER , V , T Vs 1V/ HANDLE pg INT CORNER 35 RECEIVER , w �T VV 1 w VVJs WI HANDLE ;pg1 wdq nw JR 04V5/17 I C NO CXANOES TMS SNEET. oto JR 1L41W14 Oelr • • • • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH - 60 OR 61 105 a GTH 14 1.0(:K PART. 75 8107-11 17 14 5 G3 60 OR 61 6o OR 61 _da 18 S OR et — 2 -TRACK JAMB 1q11/60 2 -TRACK JAMB (SHOWN 5 SEE DETAII. G1 ?FLILA CLIP#105 W/ RETAINER #106 PRODUCT REVISED WITHFOR OPERABLE FIXED PANEL CLIP LOCK PARTPANEL) (SHOWN WITHFIXED 8075X107-11 as comp)y2 with the Florida PANEL TO �I-I,EX7ERIOR 103LOCK PART 758107 -ti SEE DETAIL G2 103 FOR FIXED INTERIOR) �/ 113 6 BO OR 61 r�THE 2 SEXTERIOR PANEL CLIP 103 14 V 15 EXTERIOR a72 5 -- G 112 ® 18 t7 SMS3XOFJAMB LENGTH 2 -TRACK JAMB 4U 2 -TRACK JAMB -(-I,IXTERIOR I,EXTERICR60 OR 61I -T EXTERIOR �E%TERIOR , CLIP #80 OR #105 51 52 W/SCREENV v6"LONGW/RETAINER#123 MIDSPANFIXED *123FULL (SHOWN WITH PANEL TO • • • • • • • • • 3 -TRACK JAMB 3 -TRACK JAMB 4 -TRACK JAMB 4 -TRACK JAMB H(SHOWN WITH Hz (SHOWN WriH 11 (SHOWN WITH (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) � � BOOP. 61 THE EXTERIOR) 53 • • • • • • • s THE FXTFRIOR) THE INTERIOR) �SEE DETAIL ON SHEET 15 IDEXTERIOR N5EXTERIOR 121 121 SEC DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 16 EXTERIOR a SHOWN WITH ®2 -TRACK W/SCREEN OPT. SCREEN A FRAME HEAD TRACK EXTERI a 2 -TRACK W/SCREEN \,V FRAME SILL . ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. 0~7 EXTERIOR EXTERIOR - a a PRODUCT REVISED as comp)y2 with the Florida 3 -TRACK e FRAME HEAD E. 4 -TRACK C FRAME HEAD MAX. UNIT HEIGHT PER NOA-No Code NOA-No. 17.0420.12 TABLES 1-3 Expiration Cato 02/17/2020 I3Y EXTERIOR a72 60 OR EXTERIOR 7� 8B 72 OR 73 la,-Dao act Control Mm de , B 11 113 11 I 113 11VAF 10 \`11111 U 1117 7 7 • • • • • • • • • � � E` 3 -TRACK FRAME SILL • 4- K • • • • FRAW SiLL • • • • • • • • • • s LIGENpF ,�( '�� �� * : No. 58705 - 46 10fo7kc MOLOGYM N. VBJICE, FL 34275 oV.1+.� C •SECTION M may.. S • • • • • • �ss �ORIDP ryr,/4sa,soo • • . • . • • 7 ;()NAL E11`�. CENT. OFAUT14 AMWSERIES DUF 7;0 ALUM. -1GD►W/NLOOW LMI • coal vmn� rawrtnm,ac awnaaesm�cc ,•• -,I NTS 11 t 22 a P&0129 C A. LYNN MILLER, P.E. P.LJ 58706 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) �L EXTERIOR V® P -HOOK F � EXT. OR I Iff" M, "n" I 1 11 - EXTERIOR 111 'S �°L� EXTERXIR P -HOOK FOR BOX SILLS (� 1,V EXT. MOUNT ONLY �r 4 INTERIOR INTERIOR EXTERIOR eINTERLOCK EXTERIOR w -..- EXTERIOR • • `'J \`135° INSIDE CINER• U ' ITEM #61 (HEAVY-DUTY ��-•' SHOWlb: • • • • • • • • • • • • • �. • • _ * No. 58705 00 =p'•�•ff ' iia 103 119�EXTERIOR %O STT T STILE) SHOWN, ITEM #60 8T 88 • • • • • SEROS 7k& AM.6GQ-• LM IMPACT • (STANDARD STILE) ALSO E STANDARD ASTRAGAL #67HEAVY-DUTY 1 ASTRAGAL #68 � WITH HEAVY-DUTY STILES #61 90° OUTSIDE CCRNER m 2 SHOWN 90° INSIDE CORNER W2 -TRACK SHOWN APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP WITH STANDARD STILES #60 •• -TRACK • • (TSF) ASSOCIATED WITH EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN ••• • STII.FS. (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED • • TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 0andn f0/fOH4 11 7 5 7 14 ga 135- OUTSIDE CORNER Of 2 -TRACK SHOWN NO CHANGES THIS SHEET. 10N TE07#10L00Y0RM N. VENICE FL 34276 (941)480-1600 CERT. OFAUTH. 479298 4 INTERIOR PRODUCT REVISED as eom 1 ing with the Florida Building Coda CKPA-Rii Non -No. 17.0420.12 ;W'G11N UR11 R PiraU j� 17/2020 By 'gg 135°� 14 s • si s2 • • EXTERIOR W\\\>/ \`135° INSIDE CINER• t1GENSF'•, (�� �i • �2-TRACK ��-•' SHOWlb: • • • • • • • • • • • • • �. • • _ * No. 58705 00 =p'•�•ff ' %O STT o..mae. H IVPL SEC77ONtr&AILe tbMNS :�iC FL ORIOP.-•' ' SIGNAL E� 1 • • • • • SEROS 7k& AM.6GQ-• LM IMPACT • """ "' ! SKNTS Z ��22 'PGtO 130 • C A. LYNN MILLER, P.E. P.E.#53705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Item p GT PGT# Description 1 17306 817306 2 -TRACK HEAD 2 17303 617303 2 -TRACK HEAD WITH SCREEN RAL 3 17308 817300 3 TRACK HEAD 4 17317 617312 4 -TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/"B ADD-ON 7 173N 617304 2 -TRACK BLL 8 17301 517301 2 -TRACK SILL WITH SCREEN RAL 9 173D7 817307 3 -TRACK SILL 10 17310 617310 4 TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADD-ON (SEE NOTE 3) 13 17316 817316 FRAME SiLL SCREEN ENDADD•ON (SEE NOTE 3) 14 17305 817305 2 -TRACK JAMB 15 17302 817302 2 -TRACK JAMB WITH SCREEN RAY 16 17308 817308 3 -TRACK JAMB 17 18 17311 17322 817311 817322 4 -TRACK JAMB SILL RISER - FLAT, FLUSH, 1-1/2' 19 17319 017319 SU. RISER - BOK FLUSH, 1-1? 20 17321 817321 SLL RISER -FLAT, LOW, 2-11Y 21 17318 817318 SIL RISFR - BOX LOW, 2-1/2' 22 17355 617355 SILL RISER - FLAT, MEDIUM, 3414- 23 17354 817354 SILL RISER - BOX MEDUM, 3-114" 24 17323 817323 SILL RISER - FLAT, HIGH. 4- 25 17320 817320 511 -RISER -BOX HIGH, 4- 26 17333 617333 POCKETP3100K 27 7070 67C70 NEOPRENE BULB W5TP FOR P -HOOK 28 17334 017334 POCKET PTIOOK MOUNT 29 17335 817335 P4400KCGVER 30 17348 '17348 POCKET P -HOOK FOR BOX RISER 31 17376 1 817370 135CORNER 32 17378 1 617378 1135 FWD MOUNT 04088 .767" X 230' FNSEAL 710X115PPX 910X1-1/2' 115 ITEMS 4063 ARE SCREEN PARTS: 417LOCKWGSK 40L4317 *10X1" 512258 SCREEN SIDE RAL - LOCIKSTLE SCREEN LOCKSET 4241818 720XIX 914-20 X 1' S.S. SCREEN KEEPER SPACER SET 43 72 LXI12X 68152 SCREEN INTERLOCK ADAPTER 44 617336 64428 SCREEN DOUBLE INTERLOCK 45 817337 512250 SCREEN TOP RAL45 17338 6717338 612257 SCREEN BOTTOM RAL47 77352 617352 7SRAZ STANDARDROLLER 48 808 7SitW STANDARD ROLLER - ST. STL 0 434 84344 SCREEN ASTRAGAL SD 17349 617349 OXO SCREEN ASTRAGAL ADAPIEH 51 52 1692 1604 01092 81694 SCREEN SPLINE —1155N SCREEN SPLINE -.IW 53 81816C20 SCREEN CLOTH 54 1725 112"X4' X1118"SET. BLOCK, NEOPRENE 85 -/S 55 1726 1" X4' X 1118" SFT RIOCK, NEOPRENE 85 HS I JR 1 0~7 1 C I NO CHANGES 7Hr3 .SHFFT I Item DWG 9• PGT# Description 60 17325 817325 PANEL STILE 01 82 17326 17327 617320 617327 - PANEL STILE (HEAVY DUTY) INTERLOCK ADAPTOR -- 63 1225 6TP248 VINYL BULB WSIP.-1HN QNSDE NIERLOCK) 04 65 7729 17328 71729 617328 SILL END WEATHERSTRIP PAD NTERLOCKSCREWCOVER 87 17329 617_329 ASTRAGAL 60 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP A BOTTOM RAIL ID 77350 417350 WEATHERSTRP EXTENSDN (INJECTION MOLDED) 71 1695 71695 1-1/2" X 1"X3/4' HIGH FN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. ST- ROLLER ASSY. 73 8153 78153H TANDEM NYLON ROLLER ABBY. 74 SILICONE Dow -m, COW -%5 OR GE -77W 75 8185 78185X GEMINI MORTICE 3 -PLY DUAL LOCK W/LONG TRIM PLATE 76 . 71032X1FPFX OID32 X 1" FL SS SCREW "TYPE "F" TP 77 j j 7103239 1032 STEEL ZINC U -NUT 79 17357 617357 1' IG BEAD 80 17359 017359 7110" BEAD/ FRED PANEL CLP 81 17360 617360 D/16' BEAD 82 1224 UTP247K VINYL BULB WEATHERSTRIP 83 100 61745 8052 1745 48052 LOWE INC, VT X1116" SGL SDE ADH. TAPE, POLYETH. ROLLER ADJ. HOLE PLUG 1D7 720tH JAMB BUMPER 102 1696 71098 DUST PLUG 103 8180 78186X 1"KEEPER 104 063 7SCKEEP SCREEN LOCK KEEPER 105 17344 61734 FIXED PANEL CLIP - 6' LONG 108 17352 617352 FOED PANEL RETAINER -9!16" 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KR- RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 110 711 1732 78178 HANDLE KIT -RECESSED EXTERIOR POLL 710XI4PPSOAX #10 X 314" PH: PN. TEK - S.S. 112 1235 67576 WSTP, .27OX.170- FIN SEAL 113 114 1712 04088 .767" X 230' FNSEAL 710X115PPX 910X1-1/2' 115 710WFF *10X1" 110 720XIX 914-20 X 1' S.S. 117 72 LXI12X 914-20X1-112 S.S. 118 17, 617336 90 DEGREE CORNER RECEIVER 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 6717338 90 DEGREE INSIDE CORNER ASTRAGAL 123 77352 617352 jFDED PANEL RETANER, 7/8" A CERT. OFAUTH. 930269 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • 000 ••• 000 b 22 I • PG�0130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59, 66, 78, 8499, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 RECUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX O.C. PRODUCT REVISED as complying with th• Florida Building Code Moa -No. 17-0420.12 Expiration Dat• 02/17/2020 Control `11111111111/// Pts..• UGENgr'•, No. 58705 -U ; /ONAL IENG \ A. LYNN MILLER P.E. REX 59705 5.069" 8.562" 0.080" 1.505" 1.2 11, -L u 0.081" O2 -TRACK HEAD 10 4 -TRACK SILL (6063-16 AL) (6063-T6 AL) 6.198' ►{ 1.211" 0'081" O2 2 -TRACK HEAD W/ SCREEN TRACK (8063 -TB AL) 5Z8.526" 0.080" 1.505" 03 -TRACK SILL (0063-T6 AL) 8" 7.105" 2 -TRACK JAMB W/ 6.221" 18 SCREEN TRACK 0.080" (6063-T6 AL) 1.211" 1.606" -11.36" TV 0.081" 33 -TRACK HEAD Tfl---A O2 -TRACK SILL W1 SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 9.142" 4.49" 0.081" 0.080" M i J= 1.211" 1.505' 7.105" 0.081" aO4-TRACK HEAD O7 2 -TRACK S'LL (6063-T6 AL) (6063-T6 AL) -+I O.OGD" 1.514" I 0.062" J-� 0.532" 0.760" 1.280" _ O.O6D" 1.516" 1.990" OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN • • • • • fi ADD -0N t2 ADD -0N 13 END ADD-ON • (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) • • • REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS • • • • • OR 3116" MASONRY OR 3/16" MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C. 11070 1lO1Q530Y10 2U/R5NS ?JSI( (GEA Rnri. • JR �OQO5H7 C NO CHANGES THIS SHEET. CERT. OFANH. #22M E S f, -y 1.36" 1.872" 0.062" 1.019" 0.081" SCREE a0 STILE (6063 -TO AL) 5.069" - 1.045" 1.993" 0.062" U2 -TRACK JAMB ae SCREEN la(�63-T6 AL) OTOPRAIL (6063-T6 AL) 1.38" 0.08 9.141" • -r-rd' - I* • • :03_ K • • • (686346 44 • • • • • • • • 17 4 -TRACK JAMB (6063-T8 AL) • ••• ••• ••• ---SG770 I 'M11 27• + 22 I • PGtIU 130 • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • --1pr�,'I---- 0.875" 1.99x3-" f1 BI o.o6z" SCREEN ae BOTTOM RAIL (6063-T6 AL) PRODUCT REVISED as comptn with the Florida Buliding Code NOA-No. 17-0420.12 Expiration Dato 0 2/1 712 02 0 By IYliam Dad Product Control * : NO. 58705 = D ct_,-}-� STAr11 , �VLC7�: CCS'•. FCO...... '• ��� 'ONAL ANG`` "I'm 11o" A. LYNN MILLER P.E. P.E.# 58705 0.718" U.83" 2.304" � 3.802" 3.8� +{ 0.752" -11 � �� 0.752" 0.574" 1 163"� 0.685" 0.062" 0.798' JJJ o.080^ 0.062" J 0962" 0.075" 5 F=E COVER 11 SILL ze P -HOOK 2a P -HOOK MOUNTING a P -HOOK SCREW 30 P -HOOK FOR BOX RISER g TRACK (6063-T6 AL) ADAPTOR COVER 0.080" (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ( 63-T8 AL) (6083-T6 AL) '155" 2.301" 0.080' +70.830.. 016' 1.974" 2.44" 31 135" CORNER (6063-T6 AL) W1.48181- .080, 0" 37 135" FIXED MOUNT (6063-T6 AL) 3.979" 0.075" 1.645" 0.125"" s7 STANDARD ASTRAGAL (6063-T6 AL) i .003° 0.757' 0.050" 105 FIXED PANEL CLIP (6063-T6 AL1) 550" 0.080" -►-1 J/108 FIXED PANEL RETAINER, 9/16' (6063-T6 AL) 4" i0.062" 1.600 Fes--- 3.125" -� OSTANDARD STILE (6063-T6 AL) 4„ 0.133° 1.600 3.125° 91 HEAVY DUTY STILE (6063-T6 AL) 1.739" -►-I 0.062" 1.888" INTERLOCK ADAPTER (6063-T6 AL) --�{ 1.303" D 0.325" 0.062" INTERLOCK 65 SGREW COVER (6063-T6 AL) 3.979" �+ 4.125" -I 0.075" T,1J ems- 1.050" 1 1.050° F 11 1.050" 1.645" 0.082" 1.304" 289" � .611" .485*(:' 485" (�"�J) 045' 045 045" �1�+ 0.281" 3.25" Oes HEAVY DUTY ASTRAGAL eg TOP/BOTTOM RAIL Ta GLAZING 99 7/1G" GLAZING 91 9/16" GLAZING O O BEAD (I.G.) BEAD, FIXED BEAD PRODUCT REVISED (6063-T6 AL) (6063-T8 Al-) (6063-T6 AL) PANEL CLIP (6063-T6 AL) Buuai a'1'nJ9 nn the Florida (6063-T6 AL) I Non -No. 17-0420.12 o.oao• 1 C 9" -tet 0.863 F00 DPANEL 123 RETAINER. 7/8' (6063-T6 AL) 119 90" CORNER RECEIVER (6063-T6 AL) I JR 1 ""6117 1 C I NO CHANGES THIS SHEET. I • 1 t9 90° OUTSIDE CORNER ASTRASAL (6063-T6 AL) • •• N VENICE FL 34175 /911)180.1900 CERT. OFAUTH. t79Z99 mwrw•rroaxr vcrww.sn.c; oc. .W.NwR880Onfd • + 9ER • • 1S/OA S7970 t 0 �sI�SIQE E!"ASTRAGAL • • (Go6yT660* 0 * • • • • • • • • • ••• ••• ••• SGO170 1.03" F 1• PGTI130 2.893" • • • ••• 1.49 8" - 0.080" 266 119 90" CORNER RECEIVER (6063-T6 AL) I JR 1 ""6117 1 C I NO CHANGES THIS SHEET. I • 1 t9 90° OUTSIDE CORNER ASTRASAL (6063-T6 AL) • •• N VENICE FL 34175 /911)180.1900 CERT. OFAUTH. t79Z99 mwrw•rroaxr vcrww.sn.c; oc. .W.NwR880Onfd • + 9ER • • 1S/OA S7970 t 0 �sI�SIQE E!"ASTRAGAL • • (Go6yT660* 0 * • • • • • • • • • ••• ••• ••• SGO170 I "1 22 •• 22 1• PGTI130 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • •• •• Expiration Date 02/17)2020 8y `11 LYNN If/ * No. 58705 -,0 - SATE OF P .S10NAL- E� L 0. L` f4A1 9LLER P.E. P.E.M 59705