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WS-16-2576Wc,o,,>16—)56 0 INSPECTION RECORD Miami Shores Village 10050 N E. 2nd Avenue Miami Shores, FL 33138-0000 Phone (305)795-2204 Fax: (305)756-8972 Permit NO. S-9-16-2576 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Issue Date: 9/27/2016 Expires:03/26/2017 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Windows/Shutters Owners Name: HEATHER ZIBELLI Job Address: 1480 NE 102 Street Bond Number: Contractor(s) Phone i ary Contractor BNT SERVICES INC (954)233-0126 Yes Parcel #1132050240260 ner's Phone: Total Square Feet: 0 Total Job Valuation: $ 34,806.00 ' WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:0013M. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE, IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS .ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 6/1lri2b20 • 20161130_170835.jpg - hftps://mail.google.com/mail/u/0/#search/in%3Asent+WS-09-16-2576/CIIgCJIJ W FnQcH NtkmHjbphmzcPzhbkZVhdstmfbnW bfSSDKVfgVDPDQZBtgFc... 1 /1 H. John Griffin II, PE 5398 SW 61 Avenue Davie, FL 33314 (954)325-7578 Thursday, November 17, 2016 Client: HEATHER ZIBELLI Job Address: 1480 NE 102 STREET MIAMI SHORES FL 33138 Permit #: WS-9-16-2576, Please find herewith the Buck Fastening instructions required for this door installation 1. Fasten 2x6 buck to concrete with 31/2 x 1/4 tapcons, 4" from ends and staggered 10" throughout 2. Fasten 2x6 to the 2x6 buck using 5"x 1/4 tapcons, through both bucks 4"from end and staggered 10" throughout 3. Fasten 2x8 buck to concrete with 3 1/2 x 1/4 tapcons, 4" from ends and staggered 10" throughout 4. Fasten 2x8 to the 2x8 buck using 5"x 1/4 tapcons through both bucks 4"from end and staggered 10" throughout If you have any questions, please do not hesitate to call me at (954) 325-7578 Si icerely. H. oh Griffin II, PE FL#:3 47 Date: NOV 17 '2016 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-9-16-2576 Permit Type: Windows/Shuttem Pen t-rk Classification: Window/Door Replacem Permit Status: APPROVED Parcel Number Issue Date: 9/27/2016 1 Expiration: 03/26/2017 Applicant 1480 NE 102 Street 1132050240260 HEATHER ZIBELLI Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone cell HEATHER ZIBELLI 1480 NE 102 Street MIAMI SHORES FL 33138-2622 Contractor(s) Phone Cell Phone BNT SERVICES INC (954)233-0126 e of Work: 22 IMPACT WINDOWS & 2 IMPACT DOORS of Openings: 24 iitional Info: 22 IMPACT WINDOWS & 2 IMPACT DOORS ssification: Residential inning: 4 Fees Due Amount C C F $21.00 DBPR Fee $5.10 DCA Fee $5.10 Education Surcharge $7.00 Permit Fee $340.00 Scanning Fee $12.00 Technology Fee $28.00 Total: ; $418.20 I Valuation: $ 34,806.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-9-16-61384 09/19/2016 Check #: 9979 $ 50.00 $ 368.20 09/27/2016 Check #: 10053 $ 368.20 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building 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 and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 27, 2016 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy September 27, 2016 1 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name f Miami Shores Village 7BY: SEP CEIVEDBuilding Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ^ 6+' , FBC 20 �`� BUILDING Master Permit No. WS q " ( -.2516 PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1480 NE 102 STREET City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11 -3205-024-0260 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): ANTHONY & HEATHER ZIBELLI Phone#: 305-458-1296 Address:1480 NE 102 STREET City: MIAMI SHORES State: FLORIDA Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: BNT SERVICES INC Phone#: 954-233-0126 Address: 5302 NW 64TH WAY City: CORAL SPRINGS State: FLORIDA Zip: 33067 Qualifier Name: THOMAS ZESCHKE Phone#: State Certification or Registration #: SCC131151154 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ - i , 3 0 5"' � g Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑NewRepair/Replace ❑ Demolition Description of Work: Je,� � .2o%•�y`//JJf w3 [ /4" ,,--/— P12JI.- Specify color of color thru tile: Submittal Fee $ r t�%' d Permit Fee $� 'tcJ CCF $ 2I CO/CC Scanning Fee $ ( 2- ' w Radon Fee $ DBPR $* Notary $ Technology Fee $ 29 • CI) Training/Education Fee $El •m Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �_a �,— - ! G ` '14 � Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of SO/P- , 20 10 by Pc. who is personally known to me or who has produced identification and who did take an NOTARY PUBLIC: Sign: L / Print: UIA Seal: as cao��y�a� o°biic c s Fk ­Th°�a ✓GLC� �Z r� oog?a, CONTRACTOR Th oregoing instrument was acknowledged before me this day of St,��- 20 t"6 by 2,?-s,,4 tee who is personally known to me or who has produced identification and who did take an NOTARY PUBLIC: ac- Print e J as 4-" ��OfARY'0 _ 4009P lj qg +� FOB' �Tcsrere �s;asp ho! �F L' —�/ On dye- ci Z.>> aoe r******r**s*****rrrs*r*r*�*�r***f*r*s***r***�*r***r*+rrrr**r*rr**********r*******■r�***r�*�****�*s**r*********r APPROVED BY�/� b Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 0 ' BNT SERVICES INC 5302 NW 64TH WAY CORAL SPRINGS, FL 33067 " 4 (954)233-0126 info@bntserve.com SERVIIE IMPACT WINDOWS & DOOR$ ADDRESS SHIP TO HEATHER ZIBELLI HEATHER ZIBELLI 1480 NE 102 ST 1480 NE 102 ST MIAMI SHORES, FL 33138 MIAMI SHORES, FL 33138 ACTIVITY CASEMENT IN THE FRONT HORIZONTAL ROLLER IN THE REAR PGT SERIES 710 HORIZONTAL ROLLER PGT SERIES 740 CASEMENT PGT SERIES 101 FRENCH DOOR PGT SERIES 780 SLIDING GLASS DOOR FRAME: WHITE ALUMINUM GLASS: LAMINATED IMPACT W/ SOLARBAN XL70 (LOW-E) UPGRADED TO 7/16" GLASS MATERIALS AS PER ATTACHED MATERIALS LIST INSTALLATION FOR WINDOWS INSTALLATION FOR SLIDING GLASS DOOR INSTALLATION FOR SINGLE DOOR REPLACEMENT OF WINDOW BUCKS IF NEEDED PERMITTING Includes : Removal and disposal of existing windows. Exterior weatherproofing Replacement of any stucco and/or drywall, sills, tiles etc. that may be damaged during the installation. Does not include : re -installation of any alarm contacts. Painting interior or exterior All credit charge charges will incur a 3% charge for bank fees. All finance agreements thru Ygrene will incur a 3% upcharge. Payment schedule as follows: 1/3 deposit, 1/3 at install, and 1/3 at final inspection Accepted By 2 ESTIMATE # 4564 DATE 09/06/2016 OTY RATE AMOUNT 1 24,859.32 24,859.32T 29 175.00 5,075.00 1 600.00 600.00 1 450.00 450.00 1 1,480.00 1,480.00 1 850.00 850.00 SUBTOTAL 33,314.32 TAX (6%) 1,491.56 TOTAL $34,805.88 Accepted Date 4 ` � 6 V Woe.- Dl 644A- o - &nk SCMcfff i^-C f s STATE OF FLORIDA ,• DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (.850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 ZESCHKE, THOMAS ALLAN BNT SERVICES INC 5302 NW 64TH WAY CORAL SPRINGS FL 33067 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the -way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com.. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR' LICENSE NUMBER QSTATE OF FLORIDA yt DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION SC C 131151154 ISSUED: 08/16/2016 i CERTIFIED SPECIALTY'CONTRACTOR ZESCHKE, THOMAS ALL' AN BNT SERVICES'INC GLASS AND GLAZING CONTRACTOR IS CERTIFIED under the provisions of Ch.489 FS. ExpirMon data : AUG 31. 2018 1.1608160002719 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The GLASS AND GLAZING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 ZESCHKE, THOMAS ALLAW - BNT SERVICES INC 5302 NW 64TH WAY CORAL SPRINGS FL 33067 X ' A ISSUED: 08/16/2016 DISPLAY AS REQUIRED BY LAW SEQ # L1608160002719. �i�AS�lErt. 21$1uLLt Miami Shores Village APPROVED BY DATE IZONIN3 DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RUL ES AND REGULATIONS t�1S l6-Z,S-4 ems' .:,?Aso f l( 'rAJGLj� 54v. rzo,t�o y.f,a'4v, ou 13 �� x •s--t... . ' �xs� 3zx5o ., • • • • • • o �Cv-sJi21•^' aIFot00— ;SATµ j -k4Air - - - 'X Ox V_ d Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY Summary Report Property Information Folio: Property Address: Owner 11-3205-024-0260 1480 NE 102 ST Miami Shores, FL 33138-2622 ANTHONY PAUL ZIBELLI ;HEATHER ZIBELLI Mailing Address 1480 NE 102 ST MIAMI, FL 33131 Primary Zone Primary Land Use 1400 SGL FAMILY - 3001-3250 SQ 0101 RESIDENTIAL -SINGLE ' FAMILY : 1 UNIT 4/3/0 2 1 Beds / Baths / Half Floors Living Units Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,947 Sq.Ft Lot Size 14,382 Sq.Ft Year Built 1954 Assessment Information Year 2016 2015 2014 Land Value $481,428 $438,769 $388,798 Building Value $205,111 $206,820 $203,137 XF Value $506, $384 $389 Market Value $687,045! $645,9731 $592,324 Assessed Value $388,841 $386,139 $383,075 Benefits Information Benefit Type 2016 $298,204 $25,000 20151 2014 $259,834 $209,249 $25,000 $25,000 Save Our Homes Cap Assessment Reduction Homestead Exemption Second Homestead Exemption r i $25'000 $ ' Note: Not all benefits are applicable tili, all Taxable Valuesi(i.e. County, School Board, City, Regional). F)y Short Legal Description 'l MIAMI SHORES BAY PK ESTS AMd PB 56-86 LOT 9 BLK 3 r„ / LOT SIZE 141.000 X 102 OR 14679-503 0890 1 Page j of 2 � 11:1[��!�11 Generated On : 9/12/2016 Taxable Value Information 2016 2015 2014 County Exemption Value $50,000! $50,000 $50,000 Taxable Value 1 $338,841 $336,139 $333,075 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $363,841 $361,139 $358,075 City 0000 Exemption Value 950,Ga Wdbo • WPM Taxable Value $s3aiia a31 •$�pJ5 Regional • • • • • • • • • Exemption Value Sjq,P• 450tti100 • $50,0b0 Taxable Value $Bzs,W $336A139 •$V3.M5 Sales Information ""' • • • Previous Price Sale OR Book; • • • • • • • . . . QualRication Descriplipg • • • Page ., . ��•� ,000 27290-3979 Financial inst" "In Lau of Forclosure" stated _ Ti1207Z00 100 27108-4033 Financial inst or "In Lieu of Forclosure" stated J$23JO001'000 25623-3281 Other disqualifiedd 14679-0503 Sales which are qualified 08/01 /1990 L F!_:a�C=111�L The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser enrl �Aiemi_rl�rle (`nnh. oecmec nn liohilih. - h.11 , -1.imer -A I Ice, An,eemen/ 04 hHn /h.n.nu miomirlorie nn../infn/rlicrloimer ocn http://www.miamidade.gov/propertysearch/ 9/12/2016 FLORIDA BUILDING CODE 5th Ed. (2014)/ASCE 7-10 DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING -CRITICAL CONDITION WORST CASE For Buildings with a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES rZone 4") DESIGN PRESSURES FOR EXTERIOR ZONES /"Zone 5") Mean etoof Height Trihnary Area (sq ft) MWIN Roof Hei& Tribmary Area (sq. ft) (ft) 10 15 20.0 25 30 35 40 45 50 (ft 10 15 20 25 30 35 40 45 50 15 4&6 473 46.4 45.7 45.1 44.6 44.2 43.9 43.5 15 48.6 473 46.4 45.7 45.1 44.6 44.2 43.9 43.5 -52.7 -51.4 -50.5 49.8 -49.3 4&8 -483 -4&0 -47.6 -65.1 -62.5 -60.7 -593 -58.1 -57.2 -563 -55.6 -54.9 16 49.2 47.9 46.9 46.2 45.6 45.2 44.7 44.4 44.0 16 49.2 47.9 46.9 46.2 45.6 45.2 44.7 44.4 44.0 -533 -52.0 -51.1 -50.4 -49.8 -493 -48.9 -18.5 -48.2 -65,8 -63.2 -61.4 -60.0 -58.8 -57.8 -57.0 -56.2 -55.5 17 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 17 49.7 4&4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 -53.9 -52.6 -51.6 -50.9 -503 -49.9 -49.4 49.0 -48.7 -66.5 -63.9 -62.0 -60.6 -59.4 -5&4 -57.6 -56.8 -56.1 18 50.2 4&9 47.9 47.2 46.6 46.1 45.7 45.3 44.9 18 50.2 48.9 47.9 47.2 46.6 46.1 45.7 453 44.9 -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 49.5 49.2 -67.2 -64.5 -62.7 -61.2 -60.0 -59.0 -5&1 -57.4 --'&7 19 50.6 493 48.4 47.6 47.0 46.5 46.1 45.7 453 19 50.6 49.3 48.4 47.6 47.0 46S 461 45.7 453 51.9 -513 -50.8 -50.4 :50.0 .6 -67.8 -65.1 -633 -61.8 -60.6 -59.6 -5&7 -57.9 -57.2 0 51.1 49.9 4&8 4&1 47.5 46.9 46.5 46.1 45.8 20 51.1 49.8 48.8 48.1 47.5 46.9 46.5 W.-I 45. -55.4 -54.1 -53.1 -52A -51.8 -513 -50.8 -50.4 -50.1 -68.4 -65.7 -63.8 -623 -61.1 -60.1 -59.2 -5&4 -57.7 -513 -50.9 22 6 49.6 48.9 48.2 46.5 721 56.1 -55.0 -54.0 -533 -52.6 -52.1 -51.7 -69.6 -66.8 44.9 -63.4 -62.1 -61.1 -60.2 -59.4 -5&7 24 52.7 51.4 50.4 49.6 49.0 4&5 4&0 47.6 47.2 24 52.7 51.4 50.4 49.6 49.0 4&5 4&0 47.6 47.2 57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 70.6 67.8 fi5.9 643 63.1 62.0 61.1 603 -59.6 26 53.5 52.1 51.1 503 49.7 49.1 4&7 483 47.9 26 53.5 52.1 51.1 503 49.7 49.1 48.7 493 47.9 -5&0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -52.8 -52A -71.6 -6&8 -66.9 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 28 54.2 52.8 51.7 51.0 503 49.8 493 4&9 4&5 28 54.2 52.8 51.7 51.0 503 49.8 493 4&9 4&5 -58.8 -573 -563 -55.5 -54.9 -54.4 -53.9 -53.5 -53.1 72.5 -69.7 -67.7 -66.1 -64.8 -0.7 -62.8 -62.0 -612 30 54.8 53.4 52.4 51.6 50.9 50.4 49.9 49.5 49.1 30 54.8 53.4 52.4 51.6 50.9 50A 49.9 49.5 49.1 -59.5 -5&0 -57.0 -56.2 -55.6 -55.0 -54.5 -54.1 -53.7 -73.4 -70.5 -58.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 32 55.5 54.0 53.0 522 51.5 50.9 50.5 50.0 49.7 32 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 49.7 60.2 -5&7 -57.7 -56.9 -56.2 -55.6 -55.2 -54.7 -54.4 -743 -713 -69.3 67.6 663 65.2 643 63.4 62.6 34 56.0 54.6 53.5 52.7 52.0 51.5 51.0 50.6 50.2 34 56.0 54.6 53.5 52.7 52.0 5" 51.0 50.6 50.2 60.8 -593 -593 -57.5 -56.8 -56.2 -55.7 -553 -54.9 -75.0 -72.1 -70.0 -6&4 -67.0 -65.9 -64.9 -64.1 -633 36 56.61 55.1 54.1 33.2 52.6 52.0 51.5 51.1 50.7 36 56.6 55.1 54.1 532 52.6 52.0 51.5 51.1 50.7 61.4 -59.9 -5&8 -5&0 -57.4 -56.8 -56.3 -55.9 -55.5 75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 38 57.1 55.6 54.6 53.7 53.1 52.5 51.0 51.6 51.2 38 57.1 55.6 54.6 53.7 53.1 52.5 52.0 51.6 51.2 -62.0 -60.5 -59.4 -5&6 -57.9 -57.3 -56.8 -56.4 -56.0 -76.5 -73.5 -71.4 -69.7 -68.3 -672 -66.2 -053 -64.6 40 57.6 56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 40 57.6 56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 -62.5 -61.0 -59.9 -59.1 -58.4 -57.9 -573 -56.9 -56.5 -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 44 5&6 57.1 56.0 55.1 54.4 53.8 533 52.9 52.5 44 58.6 57.1 56.0 55.1 54.4 53.8 53.3 52.9 52.5 -63.6 -62.0 -60.9 -60.1 -59.4 -58.8 -583 -57.8 -57.4 -78.5 -75.4 -73.1 -71.5 -70.1 -68.9 -67.9 -67.0 -66.2 48 59.5 57.9 5&8 56.0 553 54.7 54,1 W.1 .9 5.S 56.0 55.3 54.7 54.1 53.7 533 -64.5 -63.0 -61.9 -61.0 -603 -59.7 -59.2 .7 - $ 49, -75.5 -TI.3 -72.6 -71.2 -70.0 -69.0 -6&0 -67.2 52 603 5&7 57.6 56.7 56.0 55.4 54.9 al 52 00 80 8 S.L -77.6 56.0 -72.2 55.4 -71.0 54.9 69.9 54.4 69.0 54.0 68 2 65 5 63.9 62.7 fi1.9 61.1 60S 60.0 -59.6 -59.1 56 61.1 59 5 58 4 57S 56.8 56.1 55.6 S5 1 54.7 56 • • 61.1 59 5 - It 56 1 55.6 55.1 54.7 -663 -64.7 -63.5 -62.7 -61.9 -613 -60. -608 •59.9 -Sla -7&6 -73.1 -70.8 -69.9 -69.1 60 61.9 60.2 59.1 5&2 57.4 56.8 543 •55.8 55.4 Gb• • • 6L9 -8 60. 9. 57.4 -74.0 �-71.9 563 -71.7 55.8 -70.7 69.9 �7.1 -65.5 -643 -63A -62.7 -62.1 -61.5 "I.1 •60.6 GENERAL NOTES - - ' ' • 1 These tables apply to walls and vertical surfaces only. 2 Permit holder responsible for use of tables and pVlginadepartmert oOci l to• verify values and coefficients listed herein. 3 Tables intended to illustrate design wind pressu4 as:sted and rso dtiler Aarra�ty or certification is intended or applicable. 4 Document is considered property of MW Engineeprig, �.!TJ K?rkE. IA�ber,� 1s : such cannot be reproduced in whole or part without express written consetlt 0 0 0 0 ... • • MW ENGINEERING. INC. 6810 North State Road 7 Office- 954-617-8143 Coconut Creek, Florida 33073 Cell: 561-305-0476 6810 North State Road 7 Coconut Creek, Florida 33073 Phone: 954-617-8143 CA #30702 Ultimate Wind Speed (mph): 175 Exposure Category. D Risk Category. 2 Topographic Factor (Kzt): 1.0 (Flat Terrain) Directionality Factor (Kd): 0.85 GENERAL NOTES Wind Speed, Vult 3-second gust Risk Category. 2 (General Residential and Commercial Const) 3 building official and product approvals before use 4 For situations requiring Kd=1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local 5 Enclosed Building: Gcpi = 0 In; onsuft Engineer for other conditions 6 Tables to be used in conformance with Allowable Stress Design (ASD) method and in conformance with ASCE 7-10 and as outlined herein. 7 These tables are NOT site specific 8 Charts ONLY valid if signed by Mark E. Weber, PE. INSTRUCTIONS 1 Tables depict worst case design pressures, with unknown variables at critical condition. 2 Tables are valid for any roof slope. Where reductions for roof slope less than 10 degrees; consult Engineer for site specific analysis. 3 Determine average roof height If average cannot be determined, use the peak roof height Round up the roof height to the next highest table value. 4 Determine the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 5 For area between structural mullions; use as tributary area. 6 Determine the Zone as Interior 4, or Exterior 5). An opening with any portion with closer "distance" to a building comer shall be considered in an Exterior Zone (5), otherwise Wall of the opening falls more than "distance" from a building comer, the opening shall be considered in an Interior Zone (4). 7 "Distance" as refered to above, shall be determined as the smaller of 10% of the minimum building width or 40% of the height, but not less than 3 feet. 8 Read the worst case positive and negative design pressures for use as required by governing building department. MARK E. WEBER, PE #53895 ,%-� , 3 1 I I I q / M IAM I-Du4DE J V MIAMI-DADE COUNTY I 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 PTANCE �.�% www.mismidade.gov/economy fIndustries, Inc.Technology Drive Venice. FL 34 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone-- : Series "CA-740" Outswing Aluminum Casement Window - APPROVAL DODrawing No. - - , titled "Casement Window Details - LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, 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 IMPACT RATING: Large and Small Missile Impact LABELING: ac um sa permanenta with a manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unles$ pj4erwise noted herein. . . •....' RENEWAL of this NOA shall be considered after a renewal application has been filed and thCr%hn been • no change in the applicable building code negatively affecting the performance of tUKSuct. , * • • • • • • TERMINATION of this NOA will occur after the expiration date or if there has 3 revision or changed • • • • in the materials, use, and/or manufacture of the product or process. Misuse of this%TOA'as an IllddAhment. . • 0 of any product, for sales, advertising or any other purposes shall automatically ter"matothis 140A. Failure..... • to comply with any section of this NOA shall be cause for termination and removal v NOA. • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dame Cotinty, Florida, and followed by the expiration date may be displayed in advertising literature. If arty potion of'.-lim- ADA is: • 0 displayed, then it shall be done in its entirety. 0000 : • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufAtwtr:or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.13 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. 16-0629.21 Expiration Date: April 11, 2018 proval Date: August 11, 2016 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.12-1218.09) 2. Drawing No. MD-CA740-LM, titled "Casement Window Details — LM & SM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door; a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPr, spacer system, DuraseO spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and. FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 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 a series CA740 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7065, dated 10/05/12, signed and sealed by Marlin D. Brinson. P.E. (Submitted under NOA No.12-1218.09) • 0000 .. . . .. C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, comply�g Vith FIVC �Sth Edition (2014), dated 05116115, prepared by manufacturer, signedaAd sealbtrb5 • Anthony Lynn Miller, P.E. • •; • •; ; so** (Submitted under previous NOA No. 15-0519.13) • • • • 2. Glazing complies with ASTM E1300-04 • • D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). • • • Manuel PeM P.E. Product Contro Exa finer NOA No. 1 629.21 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice, of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with-�te Edition (2011�,.dkted May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.13) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.13) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No.15-0519.13, issued to PGT Industries for their Series "CA- 740" Outswing Aluminum Casement Window - L.M.1." approved on 07/16/15 and expiring on 04/11/18. •f* • • • • •••• •••••• •••••• •••• •••••• • 00 •••••• •••• • • • • • • •1•••• 09:00: see •• •• ••• •• •••••• •••••• • • •••••• of • Manuel ere Product Control E mine NOA No. 16- 29 1 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT CASEMENT 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 TEMPERED. 3) FOR MASONRY APPLICATIONS IN MWA-DARE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3. SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-1/Y 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 1-12' 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. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3, SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED 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) REFERENCES: TEST REPORTS FTL-7065, 3579, 3580, 3724: ELCO ULTRACON NOA: ELCO CRETEFLEX NO& ANSOAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. Fm11sm Glass Types • • • • • She; # 1 5/16'Lam/ 1/8An-.090'PVB-1/8An) !18' Lami (3116 An -.OW SG - • • 3 ) 7 4 7/8' Lang. IG (1/8' An - 7/18' Air - 11W An - .090' PVB - 1/8' An 5 5 7/8' Lama. IG (11W T- 7/18' Air-1/8' An -.090' PVB - 1/8' An 8 6 7/8' Lami. IG (3/16' An -1/4' Air- 3/18' An -.OW j(.7-zio, qkm 9 • 7 718' Lami. IG (3/18' An -1/4' Air- 3/16' HS - .090' G 18' 8 7/8' Lami. IG (3/18' T-1/4' Air - 3/1(' An - .OMr SG •3Pl6' AM) 9 718'Lemi.IG(3116'T-114'Air -3/18"HS-.090'S - 16' MSTt 'PVB'= BUTACITEw' LVB BY KURARAY AMERICA INC. "SG-- SENTRY BY KURARAY AMERICA INC. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEE SHEETS 59 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 37- WIDTH 25.476' MAX. O.C. IF WIDTH IS UNDER 33.476' (HEAD & SILL 4' MAX r-- B. SEE SHEET 2 A \ 69' \ VISIBLE / LIGHT rt HEIGHT (DLO) I / 4' MAX - 5116•LAMINATED I 711T LAMINATED GLASS STACK I GLASS STACK MV BLITACRE I VB .090• SG• BV KLIRARA1 BY KURARAY YIV ANNEALED OR AMERICA, ING IN ANNEALED AMERICA. INC. HEATSTRENGTHENED 3118'ANNBILLED OR GLASS I —HEAT -STRENGTHENED IR•ANNEALED IXTQLOR 38 GLASS EXTERIOR 38 GLASS I1/16' GLASS BITE /,'1 11/16' GLASS BITE GLASS TYPE 1 C GLASS TYPES 2 & 3 71W NOM 71W NDM. GLASS STACK GLASS STACK 0H6•LAMINATED — cuss STACK 1I3•ANtEALED GLASS LISE_ 7/1KAIRSP .OWBLrTACrrE•P45 1/4•AIRSP— PAIR ATCEACH 1 '5 BrAPoG a�C. 316• ArNEALFD JAMB IF TEMPERED HEIGHTIS 38 28.OR OVER FOR 78' a — HEIGHT C 14-10 MAX O.C. IF WIDTH IS 33.476' & OVER (HEAD & SILL) —i 17-1/2• MAX A, SEE O.C. SHEET 2 i W MAX. r O.C. I 30' VISIBLE I I OPENING (DLO) TYP. ELEVATION OF CASEMENT WINDOW STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), STH EDITION -ASTM E13DO-04 •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 • A I S I-S 100-07/S 2-2010 111tt1uII7A GELEWATION.•............•......._...._..... 1 GtAZINO DEIVAJUS 1L.........-........... 1 INSTALLATION. ..... ....... .......... -...... 2 ASSEMBLY TUBE DETAILS_ ...... .... 3 ANCHOR SPECIFICATIONS....._..... 4 MMfil'IOR QUA WES.•.................4 DESIGN PR9l68UREf* . *........... 5-9 ASSEMBLY &WAILS/80?4 ............ 10 E9tTRU6IONE/SF•IC8R....0 ............. 11 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 '�i�• ••!iOMp�: S L "%1���`� A LYNN Me I ER, P.E. EXTERIOR 11/16' GLASS BITE ar: 7/16• LAMINATED ~ GLASS STACK 311 V ANNEALED OR --HEAT-STRENGTHENED GLASS .090• SG•BV KU WAY AAERICA, INC. `3H6' ANNEALED OR HEAT -STRENGTHENED GLASS 11/ 61 GLASS BITE GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 7W NW. GLASS STACK 7AB•LAMINATED 6t/ SS STACK 3/16• ANEALEDOR FATSTRF1MaT:ENEU G1A55 /M•ARSPACE .OWSG•BY I(UMARAr 3n6•TEMPERED AMERICA. INC. GLASS 3H6•ANNEALED OR 38 HEAT -STRENGTHENED EXTERIOR 11I18' GLASS SITE V PRODUCT REVISED w complying vrith the F1odh Buld rg Code GLASS TYPES 8 & 9 A xcptmlxNo f%-Ob 21 expim D•e .jAla Revised By: Date: Revision B: JR 05/05/16 ADDED SHEET 11 By WITH SPACERS. Mulmi Pfo&d Revised By: Dote: Revision A: • Description: Drown By: GLAZING DETAILS J ROSOWSKI 1070 TECHNOLOGY DRNE itte: Dote: N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM 8, SM 08/08/12 P.O. Box 1529 NOKOMIS. FL 34274 Series/Model: Scola: Snest: Drawing No. Rar. CERT. OF AUTH. #29296 CA-740 NITS 1 OF 11 MD-CA740-LM B INSTALLATION OPTION 1 EDGE INSTALLATION ANCHORS DISTANCE INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET 4 35-37 ATTACHEDTO FRAME JAMB 4� EXTERIOR ATTACHED TO VENT JAMB WINDOW 61 HEIGHT VISIBLE 14 LIGHT HEIGHT (DLO) ATTACHEDTO FRAMEJAMB 4� ATTACHED TO VENT JAMB 38 39 �• ORETE 1 ANCHOR • INSTALLATION - INSTALLATION — EDGE DISTANCE OPTION 2 OPTION 4 INSTALLATION ANCHORS INSTS -j C.ONCRETEICMU DIRECTLY INTO MASONRY. DIRECTTLLY INTO METAAL.TION r PER ANCHOR EMBEDMENT REQUIREMENT BUCK WIDTH ATTACHED TO ANCHOR1/4• MAX 15 16 FRAME SILL 70 11 . TYPE SHIM ATTACHED TO EMBEDMENT VENT SILL 89 13 #12 STEEL AND EDGE 4 8 32 33 80 12 83 SELF -DRILLING DISTANCE PER •- SMS, SEE TABLE SUBSTRATE, 20 3. SHEET 4. SEE TABLE 3, O SHEET4. EDGE - 18 84 DADE APPROVED MULLION, ALUMINUM, DISTANCE •' / t • 82 BEL OPERATOR ARM �k1 ATTACH O VENT SILL 38 39 35-37 81 STEEL FRAMING OR STEEL STUD. 1 EMBEDMENT 1 24 ISLE LIGHT WIDTH (DLO) 3 5 JAMB HARD- WARE BUCK HEIGHT TO FRAME JAMB OPTIONAL ADDON FLANGE @ HEAD, SILL & JAMBS SEE DETaL NOTES: Al, BE 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) ALL WOOD BUCKS LESS THAN 1-12• THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1.12' THICK OR GREATER. 1X AND 2X BUCKS MttEN 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. MAXIMUM SHIM THICKNESS TO BE 1/e. � ' x �1�OOOOQQ 19 84 • • • 93VCTRjp• • • • SEE NOTE 2, • •• �• MISOHE" 1/4• MAX SHIM . • • > •• EMBE601SENT • • INSTALLATION OPTION 3 VERTICAL SECTION B-B • • • INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP INTO MASONRY. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR SNUBBER REQUIREMENTS, SEE TABLE 4, SHEET 4. WINDOW WIDTH HORIZONTAL SECTION A -A EGRESS FORMULAS: tIOR WIDTH, WASH HINGE: WINDOW WIDTH - 13.12 NOTES: WIDTH, EGRESS HINGE: WINDOW WIDTH - 7-12 1) WHEN INSTALLING HEIGHT: WINDOW HEIGHT-B COMBINATION UNITS, ADDITIONAL INSTALLATION VISIBLE LIGHT FORMULAS: 10•MAX. ANCHORS MAY NEED TO BE WIDTH:WINDOWWIDTH-7 INSTALLED THROUGH THE HEIGHT: WINDOW HEIGHT - 7 WINDOW FRAMES AT 10• MAX. r 1 / FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. !� SEE TABLE BELOW: SEE DETAJL A2. BELOW L VETAIL 115DETAIL II " Mal "IceiTo Ad kbnid Anchors R•q. W on ••oh Skis of Ir Fn M" (FAT) LL Wkdow Width A-W A TYps B, C & D 0 0 Waxiow 0 1 ArcJgr Type 1T-22.P 0 0 27. 25.P 0 1 20•. 1 1 R-mon B. R-W- A: PRODUCT REVISED s• —.--, inl Wits 1i10 ilm Buildh •oew t6-o629.21 Epind Dasc � �J$ By Miseti Roduel Cand' D.v 'iption: .n oy: CROSS SECTIONS & INSTALLATION J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: �• N. VENICE, FL 34275 CASEMENT WINDOW DETAILS - LM & SM 08/08/12 P.O. BOX 1529 NOKOMIS, FL 34274 Sensor/Mod•C Scak: Sheet: Ora.in9 Ma. Rev: CERT. OF AUTH. 129296 CA-740 NTS 2 OF 11 MD-CA740-LM B CASEMENT (X) I WINDOW HEIGHT WINDOW I _ ~7 WIDTH *S�E�RIE�SL AERIOR WINDOW 5 FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 5-9. FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE H/NDOWS, ALL ANCHOR GROUPS' 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 6) USING THE TABLE LABELED WNDOW ANCHORS REQUIRED' (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. CASEMENT / CASEMENT (XX) FIGURE 1: I 740 740 SERIES FEY SERIES CASEMENT CASEMENT WINDOW TUBE WINDOW 1 ! � a Wh MIN. # 12 X 1' SMS CASEMENT/ 7, THIS SHEET FIGURE 2: 740 SERIES AWNING WINDOW L 4 D FRAME . ASSEMBLY TUBE 1(', SEE NOTE 7, D THIS SHEET 740 SERIES \ CASEMENT —� WINDOW E FRAME ASSEMBLY, .—E TUBE \ 740 SERIES FIXED WINDOW j 'SEE PRODUCTS NOA FOR INSTALLATION SPECS INSTALLATION HOLES ' MIN.#12X 1' SMS THROUGH INSTALLATION HOLES 740 SERIES FRAME � 740 SERIES CASEMENT EXTERIOR CASEMENT WINDOW „5 TUBEMBLY WINDOW ��// EXTERIOR HORIZONTAL SECTION C-C a 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740SEPJES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3)ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES 740 SERIES FASTENED TO WINDOW, AS SHOW IN AWNING CASEMENT DETAILS, WITH MIN. #12 X 1' SHEET WINDOW WINDOW METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. FRAME ASSEMBLY —ASSEMBLY TUBE 5) THE FRAME ASSEMBLY TUBE MAY TUBE NOT EXCEED 62- IN LENGTH (AS USED MIN. # 12 X IN A 63- FLANGED WINDOW) OR BE 1� sms USED IN TEE OR CROSS 740 SERIES THROUGH CONFIGURATIONS. CASEMENT INSTALLATION HOLES 6) THE FRAME ASSEMBLY TUBE ISWINDOW F� NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE. ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 740 SERIES EXTERIOR FIXED CASEMENT WINDOW FOR EACH W"Oft IIf t1IRV1 'rY "RONI*LLY 010MBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E 1) DETERMIN€ EACH INQJ�U4L*4DOW:(PEr!W* A;jGLASS MAKEUP, SEE FIGURES 1 6 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHBEIS 5-9, iiY4THE 9HJET FQR YOL:R G`AS%Vlk. 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO AVERTICAL FRAMEASSEMBLY TUBE- OR DESIGN PRESSURE (PSF) FOR WWNDOWS ATTACHED TO A HORZONTAL FRAMEASSEMBLYTUBE; DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS MUST BE GpNE FQQ FftCH WINDOW IN THE ASSEMBLY, ANDTHELOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES T , ROU A T E NEXT • )FLAB f MATH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 4) USING TMiTABU5 LABE6ED•WbfDOWdkNCHQRS;t• lRC' 4ABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. • • • • • • • • • • 5) INSTA-L AS PER THE WSTRU(T ONS ON SHEETS 213. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE SHEET 2). AND THAT MIN. #12 X 1- ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET). • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT Ur MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Mldtknl Andes RmAdw! m each SMe d the Fnrne Ms lU6e (FAT) LL Widow W kith Anchm Type A 1 B, C• D 17' • 22.9' 0 0 u 1 Wkw w HeIGN Anchor A B. C ti D 17-220 0 0 25.V 0 1 PRODUCT REVISED e. umplymg wim 4e F�fid• AWl��aodrro lGordlQ.'Zl 'mda• Daor js By Mimi ode Pro6Ri 2 O 6 Q U3 :U J J Q� � W J_ LL 0 Q .. 0 W W 8 f7 04 D 0 y U) CID e� o -i 00 -6Z 03 O Z Y U U) �: Q Lu sr 0 ..W gLa 0�� \U A LLLL U Window Anchors Required Widow Width On) under 23• 1 25-15/18• 27.Y4• 30' 33.1/7 35' 3T Anchor Gnx* I Anchor Gmw Anchor Grote Anchor Crap Anchor Gmp An don Gtetp I Arc A 8 C&DI A 1 B C&D A B C&D A B C&O A B C&D A B C&D A B C Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 trds23 hNZF11 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HeedIS11 222 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 33 F15fS.Jamb Jamb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Hmd/SM 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb { ! 4 4 6 4 4 8 4 4 8 4 4 a 4 4 a 4 e e fi Head/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 4 6 4 4 a 4 4 a 4 4 a 4 8 6 { 8 8 4 6 8 a0•SS HssdJSll 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 { 9 Jamb 6 a 4 6 6 4 8 a 4 6 8 4 6 8 4 8 8 4 8 8 Or Hand/SS 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jmrib 6 6 a 6 a 6 6 8 a 6 a 8 'a a a 6 8 6 8 a a or Hml/51• 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb 6 a a 8 8 a 8 a 6 a f0 a 8 10 8 e 10 a 8 10 6 77 hr.arsS 2 2 2 2 2 2 2 2 2 2 7 2 2 3 2 3 3 3 3 3 Jamb 6 8 6 8 8 6 6 10 6 8 10 a 8 10 8 j 10a a 10 8 Hrsd/80- 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 �• Jamb a 6 a a 10 8 8 10 6 a 10 8 8 10 8 Hea&SS 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Gray Andw Substrate Min. Edge Min. O.C. Distance Em wbed aN Ardor plateDistance Reorml? 1/4' steel Ultrecon Ho"Bock i• r 1-1/4' No A 014, steal SMS (G5) or •14, 410 SS SMS S. Piro 5/8' 1' 1J/8' NO 6063-T5 Mum. 31W 5/8• .050' No A35 Steel 3/8' 5/8' .050' No A853 Stud, Gr. 33 3/8' 5/b' .035 20 Ga. No B 02, steel SMS (G5) or a12, 410 SS SMS S. Pine 516' 1 1• 1'W I No 6063T5 Mum, a/8' 1 5/8' .050, No Steel 3/8' Sir .050' No A853 Stud, Or. 33 3/8' 518" .035', 20 Ga. No 1/4' Neel Ulrecdn 2.&%Concrete 2-11T 4- 1J/S' No 2.85k Conant• 1' 4- 1,V4' No Follow Block 2-1/T 5' 1-1/4' No C •12, steel SMS (G5) or812. 410 SS SMS S. Pine 5/8' 1' 1-W Yes a0 75 Akxn. 3/8' 5ar .0713' Yes A36 Steel 3/8' 5/r A50 I Yes ASO Stud. Or. 33 318' S/8' .085', 18 Go. I Yes D 014. s" SMS (G5) or a14, 410 SS SMS S. Pine We* 1• 1d/6' Yes 806345 Mum. 3/8' I •WS*q 9 -OJ13"0 eYes A30 Steel 3/8'• 5/9' • .4W • • lies • A oche 1' 4• ' • e • 1/4' steel lJlraeon Jam Co ffl s - _IL s Follow Block 2-1/T 5' 1.1/4' Yes Filed Block 2-1/T 4' 1 13I4- Yes 1/4' 410 SS CreleFlex 3.35k Concrete 1' 5' 1 1J/4- No Follow Block 2-UT 5/16' steel URtrecon 3.5k Concrete &,1/4+ , Hollow Blak 11/ab P 1rN' • No Flied Block 2- S' 10 11&4'0 • No • NOTES: • • • • • 1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD. E4 Jamb Snubber Locations Glass Typor. PVB SG (Types 1, 4 & 5) (Types 2, 3 & 6-9) 12• max. fmm 63' None eaoh and & 30eanh and & 30' ��te� max O.C. 1T max. li m 1 over SW each and & 37 each and & 30' max O.C. max O.C, 'PVB'a BUTACITE97 BY KURARAY AMERICA. INC. 'So'- SENTRYGLAS-BY KURARAY AMERICA, INC. 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVMLABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7118' ANNEALED SO LAMI. GLASS, 1/4' MASONRY ANCHORS INTO CONCRETE, +7W- 80 PSF DP REQUIRED, NO ANCHOR PLATE CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. C) FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL). FIXED CASEMENT ANCHORS ( SEE SEPERATE NOA): • A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF-701-83.1. • • B) FOR THE JAMB, FROM TABLE 3. ANCHOR TYPE C HAS THE ANCHOR AND F • SU:STRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. • • • d) FROM TABLE 2B. 5 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED W THE HEAD & SILL. • • E) DISTRIBUTE ANCHORS FOLLOWING GUIDEUNES FROM ELEVATION ON SHEET 1. • :F) rER2tULES ON SHEET 2, INSTALL 1 ADDITIONAL. ANCHOR ON THE FRAME AVELIPLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SAMPLE CONFIGURATION5: / r\ /xo M. iX�•� O / O //X'1 ; O� O P�,11 0 y pl�'O 10 J �J 10' 10' ,,t 14•� ---14 4 F —I 4 25• 20' -j— 20- 48' i 13.225' T i 44'' T PRODUCT RMSM ar campl3�sg wilh lie F1oeYh Buildsel Code Aoceptsatx� t6'�� • 2!e By �P Mimi Ro3rCt J O o J � r � J � Z u 0 Q W N Ui o Z 0p Bz co W Z a � Y � � N W a O :u z —3 A < Design Pressure (ps0 br Single Windows, AN Anchor Groups Widow Width wder 23' 25-ILlI' 27,V4" 30' 33-1IY 35' 3T under 23" +70d-90 +70190 +701-00 +70/-00 +70/-90 +70/-00 +701-00 25-15116' +70/40 +701-00 +7a-00 +70/-00 +70/-00 +701-00 +7W-00 38. r +70/-00 .70/-00 +7w.90 +701-60 +70490 +701-00 +7a-00 Air -701-00 .701-00 -701-00 -70W +70f-00 +701-00 +70/-01 50d19' -m-ao +7a-00 +701-90 +70f-00 +70140 +70490 .70f-09.2 80' +7W-90 .701-00 +7a470 +7a4A5 •70f-00.8 +701-T7.7 .70/-74.3 63" .701-90 +701-00 +701-00 +701-04.3 +7a-78.5 +7a-73.7 +7a-70.1 72" .701-0p +701-07.2 +7a-77.7 +Bp/-71.6 +8a-824 +801-60.9 +1-59.3 78" +7d-00 +701-04.8 +70/-75.7 +/-87.3 *I-SB.9 +1-572 +1-55.6 W +701-00 +70/-W.4 +7(Y-71.3 +8a-021 +1-54.2 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB -1/8 AN) 4) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN) T "PVB'=BUTACITE•AVB BY KURARAY AMERICA. INC. T WINDOW HEIGHT i WINDOW WIDTH SEE SHEETS 1 A 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. r AtS�t o: Design Pressure (psl)1a Windows Attached to a Vortical Frame Asserrbly Tube willow wish m under 23' 25-15118 2734' 30' 3311Y 35• 3T Anchor Grail Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A 1 B C I D A I B CAD B A, CAD 8 A,CAD A B CAD B A,CAD 8 A, CAD under 23" +70190 +701-00 +7a9D +701-90 +701-90 +70E-90 +70190 +70t-90 +7a-90 +701-90 +7090 +7W-91) +70190 -701-0D +701-90 -701-90 .70,90 +7d-90 ra 25-15116" +701-90 +70190 +7d9D -701-00 +701-90 +Td-90 +701-90 •701-90 +Ta-90 .701m +701-9D +701-90 +701-90 +70/-9D +7a-90 +701.9D •70f-90. +70f-90 38.318' +701-90 .701-71.6 +7d3D +701-90 +7a-01 +7a-90 +7a-90 +70190 +Ta-90 .701-90 +701-90 +701-90 +70190 -70190 -7a-90 +701-90 +7O'-90 +7a90 4r +701•T3.1 +157.3 +70f-90 +70190 .1-84.8 +70'90 +70f-90 +701-90 +70-90 +701.87.8 +701-90 +701-90 +701-78.6 -701-90 +701-90 +7a-90 +70158.9 +701-90 o 5b8" +/9.3 +13 .7-90 +d0 +I1.4 +70 +70 +7•90 +7-90 +7a-82 +7a-90 +701-90 +70/-74.6 -8 4.3 aa-71.2 +7d-09 2 or +/8.5 /-8 +701.84.7 +01-90 7 d +785 +129++d-0 d-0.6� +7d-75.2 *7d- +1d-74.3 ®" +/-55.7 +/4a6 +70/-00.7 +701-MS +/49.3 +7007.3 1 +701.90 +701-72.3 1 +7a-90 +1-W9 1 +70f-84-3 1 +701-76.5 +1599 +701-76.5 1 +701-71.6 t .701-73.7 +147.8 +70/-7Q1 Design Presswe (pso for Widows Attached to a Hatrontal Frame Assembly Tube Window Width wrier 23' zsts/18' 27314' 3P 331/2" 35' sr Anchor Group Anchor Group Anchor Gmup Am Group Anchor Gmup Anchor Group Anchor Group A6 AN AN AN B A,CBD A B CBD A 8 CAD wdw 23- +701-00 +7d-00 +70d-00 +7a-00 +7d-02.1 +7d-00 +70140 +70r-78.5 +7a-90 +7d-90 +701-74.3 .7a-00 25-15/16' +701-00 +7a-00 +7a-00 +7014% •�WW VU400 +7%88.6 + .7W40 -7d-04 -7a-0D -701-W 38.TlS «7a-0o +7a-eo +7d-0D + -00 + �0'4* +79/4P •7a-00 +7a-90 +7a-00 +7a-00 -7d-00 40' «701-90 +7a470 +7a+iD +70/40 +7p(e90 +7 + -0D +7d-0o +7d-0D +7a-eD r7d-00 '8y I 5p518' +7a-00 +701-90 .7d-00 +7d-00• +701190 4IM-0 +7W-00• +ToA9D +7d-90 +7a-09.2 +70/-09.2 +701492 80" +7d.-00 +7a-00 +70/-0D +7a-0 5 + .8 + -00. + -77. -77.7 +7d-77,7 +7a-74.S +7d-74.3 +7d-74.3 63' +7d-00 +70140 +70600 +7a-04.3 +701-78.5 +701-76.5 +7a-73,7 +7d-73.7 +7d-73.7 +70/-70.1 +7(Y-70.1 +70/-70.1 77 +7(Y-00 +7W47.2 +70f-77.7 +70171.5 +8d-02.4 +60/-024 +6a-60.8 +8d-00.9 +Bd-0OA +/-W.3 +/-W.3 +/-09.3 Ar +M W •7W84.0 +701-75.7 W-als •+l-8B.9 • •/LBi • +/-572 •+157.� +/57.2 +/-55.6 +/-W.8 ./35.8 94• +7d-0D *7a-00.4 .7d•71.9 -021 *l-04.2 +Ifi4.2 • • •• • • •• • • • • NOTES: • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL. SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _._ T- WINDOW FRAME HEIGHT ASSEMBLY TUBE 10 MA K ADDITIONAL -� ANCHOR (4). IF REO. WINDOW WIDTH SEE SHEETS 1 A 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10- MAX ASSEMBLY TUBE T T WINDOW HEIGHT I y � ~-{ WDTH ADDITIONAL ANCHOR (4), IF RED. SEE SHEETS 1 A 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODUCT REVISED . cemplying wL$ the Fludds DuAoeldpd �W L+zpiretio18 DyMiami J O to 2 U J r � J LL LLI d W � eH w O O � Z o (s Z co Y LLI d W o Z (n o0 W 'Q �O W "¢ci \ Design Pressure 4tso for Single V&KI7 a. Al Anchor Groups Window Width under 2r 26-ILIS• 27J/4• 30• 33.1rz, 35• 37• .90/430 +9a-130 +W-130 +901-130 +901-130 +W-130 1511 .130 .9d-130 +901430 +9d-130 +90f-130 +9d-130 +W-13D +90-1 4W.130 +10-130 +901-130 +9d-130 +9d-13D +9d-130 +90f-130 +W-130 +90/-130 +901-130 +W-13D +9d-130 90LI30 +9d-130 +9d-130 +901-130 +M-130 +W-130 e0• +901-130 +9a-130 +90/-130 +90/430 +OW-13D +9d-13o +W-130 1. +9d-130 +9d-130 +W-130 +9a-130 .9(11-130 +W.I30 +904120A 72' +9d-130 -M-130 +904130 +90f-130 +90/-129.1 +9d-122.5 +9a-113.a 7a• .9W 130 +W-130 +W.130 +W-130 +9d-124.1 +90/-1/8.7 .901-107.8 84• +9a-130 +9a-130 +W-130 +BD/-130 +9d-118.4 FOR GLASS TYPES: QE2)/16' LAMI (3/16 AN - .090' SG - 3/16 AN) ENTRYG Y KURARAY AMERICA, INC. T WINDOW HEIGHT f WINDOW WIDTH SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. Design Pressure (pso for Windows Attached to a Vertical Frame Assembly Tube Window Wiah m under23' 2515178• 27.314 30• 337/r 35• 31 Awl" Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anclior Group A 1 8 C D A 8 CAD 8 A, CBD A B CAD A 8 CAD B A, CBD A 8 CaD urger 2r .7d-90 +7d-90 +70190 +7d-90 +7d90 +7a-9D +7a90 +Td90 .7a-00 +701M +Ta-90 .701-90 +7a-90 +7a90 .ro-90 +701.90 +701-90 +701-90 +Tor.9D +701-90 25.15116• +701.90 +701.9D +701-90 +7a-90 +71V-90 +7d-90 +70190 +Td-9D +ro90 +7a-90 +Tor-90 +701-90 +7aS0 +70190 +Tor-9D +701-90 +7a-90 +7a-90 +7014D +701-90 *70/90 +ro-71.6 +701-90 +7a-90 +7a$1 +70190 +7d-90 +7d-90 +ro90 +ro-9D +7a-90 +7a-80 +7a-90 +701-90 +ro-9D +70190 +7a-90 +701-90 +ro9D Z+7nf On .70/.731 +1-57 3 +701.90 +70490 +164.8 +701.9D .701-90 +7d-90 +ro90 +70fM +7aA7.8 +701-90 .7a-90 +7a-90 .ro-90 +70190 +71Y-90 .70/•90 .ro68.9 - +/-09.3 +/54.3 +70190 +70d•90 +/61.4 +7a90 +7d90 .701-90 +7a90 +ro90 +7[Y-83.2 +ro90 +7a90 +70190 +ro9D +7db92 +701-90 .7d90 +7a-04.3 +/-45.8 +701647 .7d-9D +/-51.8 +7a-01-2 +70/90 .70/45.9 +7090 +7d69.6 +7d-70.2 +70190 +Tor-80.3 +7008.6 +7a-9D +701.75.2 +701-90 .7a9D +7a-71.2 +7d90 er +155.7 +/-43.8 +7d-007 .7a69.5 +149.3 +7a-T7.3 +701-90 .7a-72.3 +7a90 +7d-06.3 +166.9 .701. +7 78.5 +701-74.9 +7a90 1 +701-71.6 1 +701M +701-K5 +167.8 +701-90 Design Pressure (po for Windows Attached to a Horizontal Frame Assernby Tube w:hdow Wean R under 23' 25-15116' 27.31{' 30' 33-tlr 3S 3T Anchor Group Anchor Group Anchor Group Anchor Gray Anchor Group Anchor Group Anchor Group Anchor Grote AN NI All All B A, CBD A B CAD A B CAD under 23• .7d90 +701-9D +70/9D +701.90 +70f621 +70f•90 +7a90 +70E-78.5 +70190 +70190 +701-743 +79.90 25-1511a• +70140 +701-91) +701-9D +7010110 •AMW • 070(90• +7r68` .Q0*9D +7d90 +7d64 +701.90 .71Y-90 39618• .7a9a +7d-9D +7d-90 -90 90 d .Td90 .ro-90 +7a9D *ro-90 .7a-90 48• +7a90 +7d90 +701-90 +ro490 46(16M • •7a{0 +Jd90 .7d90 .70190 +70190 +7a-go 5038• +7990 +7d-90 +7a-90 + •9D d -911 +7" .7d-90 +7d90 +701-90 +7a-90 eo• +tor-90 +ro90 ad -so +ro-90 .ro90 +7a-90 + a + a-9D .7a•9D .Ta90 +ro90 +Tor-9D e3• +70d90 +701-90 +7d•9D +7d90 +ro-90 +7a90 +ro-90 +7d-9D +7d•90 +7d-90 -701.90 +7a.90 Tr +70'90 +701.90 .70/-9D +ro-90 .70190 +7a90 +ro90 .7d-90 .70d-90 .70190 .701.90 +7a-90 79• +7a90 +7d90 .7d-90 0+7d-90 +Ta90 •+7d-tA +7d•90 +td90 +ro-90 .7a90 •P +7a-90 +7d-9D +7090 .�/-90 .7d90 +7a- • •• • • •• • • • • •• • • • • • NOTES: 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. a aaa a a • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW FRAME HEIGHT ASSEMBLY I TUBE 10 MAX. ADDITIONAL ANCHOR (4). IF REQ. �1 I I WINDOW WIDTH SEE SHEETS 1 a 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10•MAXX�W!I�D�THI­ SEMBLY TBE T WINDOW HEIGHT L_ �� DDITIONAL NCHOR (4). IF RED. l SEE SHEETS 1 8 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE PRODUCT REVISED as c•mphaB With •e 91aida 'OF" E A-cal Oide 4o is BY J O ti ty� z U w P Q z o� h r J LL O W W U) e H o O p yz o u=j z w Y O a LJJ z z 2 _ r; O ' [n UWj ' U 8W �Q u -� E❑ U y Cc l6 A LYNN MYlER PE FOR GLASS TYPES: TABLE IV PRODUCT REVISED 3) 7/16" LAMI (3/16 HS - .090" SG - 3116 HS) m oempbms�dw� 7) 7/8" LAMI. IG: (3/16" AN -1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) !�0-0674"0' 9) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 1111e•D'°° 'SG'= SENTRYGLAd%Y KURARAY AMERICA, INC. Dr Misrni T_[] a` m WINDOW HEIGHT O WINDOW LU SEE SHEETS 1 d 4 FOR G7 z UWIDTH 0 WINDOW ANCHOR AND QUANTITIES. Z S r � TABLE 12 ` J ILL. 0 Q O p W W t a o N_ a) W o O off NZ 0 8� Z Y d Z v Z LLI -� r ` C7 �� 2 W 8Q m� �W \O Q J FRAME o •7 ci 0 ~ V in 10• MAX - ASSEMBLY TUBE TABLE 13: n n a WINDOW HEIGHT 0Wo4 5 2 V m y Q WINDOW ADDITIONAL r W 00 O WIDTH ANCHOR > o: Y O U SEE SHEETS 1 d 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY WIN TUBE, SEE SHEETS 1 d 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REWIRED FOR THE FRAME ASSEMBLY D C TUBE. NOTES: • • • • • • • • • • • ,_` , 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • A LVNN MLLER P.E. 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. PEa 58705 Dsslyn Pressure (paQ for Biryk Wlndays, All Anchor Groups rLU 11 e(psf) Fa Wildays Attached to a Vertical Frame ASSMIThIy Tube wlrwow wldm order 23• 2s-tstd• z7ara• 30• 33-vr 3s• ar rlydeT y +BtY-130 +8a-730 +Ba-130 +Bp/-130 +90/-130 +Ba-190 +9a-730 zs-+y+r wa-tso .oa-t3o ,ea-tso +sa-t3o +aa-t3o +aa-t3o +sa-too 983IC +Ba-130 ••a•130 +Ba-OW +Ba-130 +Bp/-13P +BDI-13D +pa-130 qg +pa-130 +BD/-1]0 +Ba-130 +Ba-130 +9a-130 +Ba•130 +Ba-130 5Q&B• +8a-i3D 48a-t30 +9a-t3D +Ba•t30 +ypl-t9f1 i8a-t3D +Ba-t9P 80' «Ba-130 +Ba-130 +BpJ-130 spa-130 r8a-130 ,Ba-130 +Ba-190 83• +Ba-130 +Ba/-130 +Ba-730 +Ba-130 +Ba-i30 +9a-130 +Ba-130 7r +Ba-730 +Ba-730 +Ba-190 +9a-730 +Ba-13P +9a-130 +Ba-190 7S rpa-130 rlia-190 +Ba-i30 +Ba-130 +8a-730 +Ba-130 +Ba-130 84• ,9a-130 +9a-190 90 +Ba-130 r8a-13D DesiQl Pressu DeciBn Pressure (P19 for Windows Hotbed to a HoraarrW Frame Assembly Tube wedow Wdth R under 23' 25-t5116' 27�1a• 30' 33-t/2• 35' 37' Anchor Group Anchor Gray Anchor Group Anchor Group Anclwr Grata Anchor Group Anchor Group Mawr Group AN All a a B gCdD A B CdD A B CdD rrrrdx z3• +7a�o +ro410 +7a�o +ro-90 +7a-dz.1 +m-so +7a-90 +7aaa.5 *m-90 +m-90 wa-74.3 +m-90 2S15118' +7a1Jfl +7a�J0 *7a-90 -90 +7a-90 +7a1JD +7a-0B.8 +m-90 +m-90 +ma4 +m-9D •m-90 3t33l8' *Taco •ro4X1 +7a�D •*moo +7a�9D •*m-90 *m-90 +m-90 +moo •m-so ae' +7a-90 *7a�90 wa-90 ro4w +Ta•9� wa-ao *m-90 +m-90 +m-90 +m-90 •m-90 � 5o�rd• +7a-9D +7a�o *Ta�90 +7r�o ••7 •>An�o *m-90 *m-90 +m-90 +m-90 +m-90 e0• *7a 90 *7a-90 +7a1J0 m ••7a�98 • +TP'�gp + +moo •malo +m-00 •m-90 ,m-90 � 83' +moo *7a4)D *7a-90 +m1J0 *TaAO +7a-90 +7a�o *m1J0 •m-90 +m-9D *m-90 +m-90 7r +7a-90 +ro4w +7a�90 •ro�o +7a�o +ro�o ,7a-90 •moo *m�90 +7a-90 *m-90 •m-90 76' +7a�90 +ro�90 *ro4I0• TV--" *7a 90 •7a�o *m-90 +m-90 *Ta-90 «m-9D +m�90 e4• *7a�o +Taco wa *7 +Tajo +ia-98 ••• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • T WINDOW FRAME HEIGHT ASSEMBLY TUBE 10• MAX ADDITIONAL ANCHOR (4J, IF REQ. II wtDTH Design Pressure (pal br Single Windows, AN Anchor Groups Widow Width lender 23• 2515118• 27-w 30' 33.172' 35• 37' order 23' +7d40 +701-00 +70(40 +7a-00 +70f40 +701-00 +70(40 25-15118• +70f-00 +7d-90 +7W.W +M.90 +701-00 +7d-00 +7d4O 384C +M.00 +7W40 +M40 +71Y-00 +70/-00 +7d-00 +M40 Z4W +7d40 +7d-00 +7d-00 +70PW +70F40 +70/-00 +7d40 504v8• +7d-00 +7a-00 47a40 +70/-00 +7a40 +7a40 +M-00 80' +7940 +70140 +70/-00 +70/40 +70f40 +70/ 8WA +7d44.8 83• +70140 +7d40 +701-00 +701-0D +70/-872 +7a44 +7d-79.9 72" +70WI40 +Td-00 +7(Y-08.5 +701a1.5 +Bd-70 +W49.4 +M.87.8 78' +70/40 +70140 +71Y48.3 +70/-7&7 +8d47.2 +Bd45.2 *80143.3 tw• +70V-00 +70/-00 +70f-01.3 +Bd 70 «Bd-01.6 FOR GLASS TYPES: 5) 7/8" LAMI. IG: (1/8e T - 7/16" AIR - 1/8- AN - .090" PVB -1/8" AN; 'PVB'= BUTACI VB BY KURARAY AMERICA, INC. WINDOW HEIGHT WINDOW WIDTH SEE SHEETS 1 It 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. I AtSLt 10: Design Pwssua (pal) for WhWom Attached to a Vertical From Assembly Tuba Window Width , m wrier 23• 2&15718' 274!4' 30' 33112• 35' 37' Archon Gray Anchor Gray Anchor Grail Anchor Gray Anyhor Grout Ardor Gray Anchor Gray A B C D A 8 CtD B A.C&D A B C&D A B C&D B B A,C&D under 29• +701-00 +70I-90 +7a-00 +701-00 +7d-00 +7a-00 +7d40 +7d-00 +701-00 +7d-00 +7d-00 +7d-00 +7d-90 +7d-0OD +7d40 +7a-B0 7d-00 +701-00 25-1d/S +7a-00 +7d-00 -7d-00 +Ta-00 +7D/-90 +70140 +7d-00 +701-00 +7d-00 +701-90 +7d-00 +7d-00 +7d-00 +7d-00 +7d-00 +70AW7d-00 +Tw-w 3119l8• +7a-00 +701-71.8 +7a-0D +7a-00 +7ad1 +7a-00 +7a-0D +7a-00 +7a-00 +M40 +7a-90 +7a.80 +mAO +7d-0g +7a-00 +7a-007a-00 U+7W-90+7014D +7a-0D 48• +7a-73.1 +137.3 +7a-00 +701.90 +1-04.8 +70/40 +7a-0g +7a-0D +7a-00 +701-00 +7d-07.8 +7a-00 +7a-00 +70/7&8 +7d-00 +7a-00a-0&9 +7a-0D 50d/8' +/49.3 +/d4.3 +70140 +7a-00 +1d1.4 +7a-00 +701-00+7d-00 +7d-00 +701-•0 +7d43.2 +7d40 +7a-00 +7d-74.8 +70d-00 +7a-09.27a44.3 +7d-00 B0•+/d8.5 +M5.8 +701d4.7 +7a-00 +141.8 +7a-81.2 +7a-90 +7a75.9 +7a-00 +7aa9.8 +7a-70.2 .7a-00 «7a{0.3 +1-02.9 +7a-00 +701-75.27aa1.2 +7a-84.6 83' +/d5.7 +1�3.8 +7d40.7 +7a49.5 +1-49.3 +7d-77.3 +70/-00 +701-72.3 +7d-00 +7ad5.9 +/d&9 +7d-00 +7a-M.5 +/49.9 +70/47.2 +7a-71.8/47.8 +701-79.9 Design Pressula (pal) ter Waldoww Attached to a Fbrtzorrtal Franca Assembly Thee Wagae Width H under 23• 2S15118•kAmhN 30' 33112' 35' 37' Anchor Group Anchor Group Anchor Gray Anchor Group Anchor Group Anchor Gray AN M A9 B A, CBD A B C&D A B C&D under 23' +701-00 +701-90 +7d-0D +7d421 +7d-00 +7a410 +7d-7&5 +7d-00 +7a-00 +7d-74.3 +7d-00 25-15118• +7d40 +7d40 + -00 «7d-90 +7d-00 +7dd8.8 +7a-00 +7d-00 +7d44 +7d-00 +7d-00W.3W +7a-00 +7d-00 0-701-00 yes 9+7MW • •7d-00 +70140 +70140 +70/-0g +70140 E 48• +7W40 +70f-00 +70040 ♦ -00 y70/- +7A9/.% •+ -00 +7a 90 r70140 +70/40 •7d-00 +70/40 50818• +701-00 +70'40 +70/-00 +7ObW a +IW4# 9w1 9 +711/40 +70/40 +70/40 +70/-00 +70140 8D• +70140 +70140 +70/-00 -W • • 070/-000 +7 +7 8 +70/d8.8 +70144.6 +70/44.8 +70/44.8 or +70140 +7(Y-00 +70/.90 +701-00 +70147.2 +701472 7d4 +4 +70/d4 +701d4 +70f-79.9 +7(Y-79.9 +7a-79.9 7Y +7d-00 +70410 +70/48.5 +70141.5 +Bd-70 +Bd-70 +8d49.4 +Bd49.4 +8a49.4 +8d47.8 +60fd7.8 +Ba47.8 78' +7a-00 +7d-00 +7d-0& +70�7. +Ba47. +801472 -W.8&2 +8a45.2 +81Y45.2 +Bd43.3 +Bdd33 +80/43.3 the• +70140 +7011 +704 •+240 +Bai1.e .8 • NOTES: • • • • • • • • • • • 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • •• •• WINDOW FRAME HEIGHT ASSEMBLY TUBE Hr MAX ADDITIONAL ANCHOR (4), IF REQ. �I [__ r I WINDOW WIDTH SEE SHEETS 1 & 4 FOR WINDOW ANU"VK LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. FRAME 10• MAXX!9�)TZH�- AS TBE TWINDOW HEIGHT i- DDITIONALypNCHOR (4). IF REQ. SEE SHEETS 1 & 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. PRODII REVISED es_0Y.R wia t1oFiarlds Building Code Q'o2q 2I Aaxplaooe No �O' '! Ex "r#ian Bete v By Miami ProQIK7 2 LLI (n = U NQ J J r Q c 0 d L1J °D N OD LLI o 0 OD O (n Z LLJ Oq Of F- Y 0 z LLIZ v 2 _n `o� W 'Q 0�V ll' LLI a Q g o" 0 1= L) m" A. LYNN MILLE& PP. FOR GLASS TYPES: TABLE 17' 6) 7/8" LAMI. IG: (3/16' AN - 1/4" AIR - 3/16" AN .090' SG - 3/16" AN) PRQlxwcrngvAt sm >s c.erpyug wIW me Flortds 8) 7/8" LAML IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" AN) Buildk*cade AW Pt --No o- 4 'SG'=SENTRYG BYKURARAYAMERICA,INC. Date By m WINDOW HEIGHT O W WIIl10DTMw (L z Q SEE SHEETS t 3 4 FOR otf °i U WINDOW ANCHOR LOCATIONS AND QUANTITIES. Z � o r TABLE 18 N e- `o (� J e0 CN a W y0 W �H o 0 aZ n 8 0° O Cl) Z Y 0- Z o Z �n r0n .90 W ' Q 0 .0 W (n \ 0 z o Q FRAME n 8 0 ITMAX -� 4�- ASSEMBLY I TUBE to TABLE 19: T Kn r N �Nq Oi WINDOW },H N �� a HEIGHT O � - O x D =U mN WINDOW f ANCIiO ffKXJAL a Y O WIDTH (4), IF REQ. O Z rc OZ W SEE SHEETS 1 a 4 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. SEE SHEETS 1 a 4 FOR WINDOW ANCHOR - LOCATIONS AND QUANTITIES. SEE SHEET - 3FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. •• • • • • NOTES: • • • • • • • • • • `. ': ' 1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. • • • 2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS A LYNN MILLER PF. P.E.a 58705 a OaI9n PrILL LLJ eston (v"0 M 9kpk Windows, AN Anchor Groups Window wlan uMder 23' 2S75I18' 27.714' 30' 33112' 35' 3T under 23' +9a-13o +ga-130 +tie-130 +ga-13o .Ba-13o +9a-13o +Bp/-13o 25.15118' SW-13o ,Ba-t3o +Ba-13o +9d-13o +ga•13o +9a-13o «Ba-13o 38JI8' ,Bpy-730 +9a-130 +Ba-138 «Ba-130 +9a-1�0 +Ba-130 r9a-130 a !B' +Ba-13(1 +BB/-139 +9a-130 +Ba-130 +9a-130 +9a-130 «9D1-130 64818' *OW-130 +Ba-OW +Ba-130 +Bd-130 «Ba-MI +9a-130 r8a-130 80' rBa-130 rBa-13D +9a-130 +Ba-130 +Ba-130 r9a-130 +9a-130 8Y +Ba•130 +Ba-199 *90/-130 +Ba-130 «gp/-138 +Ba-190 rBa-130 72• +9a-1311 +9a-130 +9a-130 +Ba-130 +Ba-130 +Ba-1?A.8 +Ba-118.7 7C Wor-130 ,ga-13D r8a-130 +9a-130 +gar-12a2 +Ba-11B.7 +Ba-10B.8 B!' +9a-130 rp9/-t30 +9a-130 +ga-138 *9a-17a4 Design Pressum (psq to Windows Attached to a VMfeel frame AssaMy Tube Window Width m under Zr 25151t8' 27-31r 30' 33t2' 3S 3r Anchor Group Arwila Group Araywr Group Anchor Group Anchor Grail Meter Grasp Anchor (3aN A B C D A B CaD B gCaD A B CAD A B CaD B gCaD A B CaD undo 23' +ro-90 +ro-90 +ram +7a-90 +ram +ram +rom .7a-90 +7d-90 *lam wd-90 +ram wa-9D worm waao rram +7a-90 wd-90 +raao +7d-9D zsls!ts' +Taco +lam +Tor-90 +Tor-90 «ram +Taco +ram +7aao worm +Taco wa-so ,Tor-90 +Torso +la-90 .ro-90 +rom +Tor-90 +Tor -so .Ta-so .Ta•90 � 3tL3rB• +ram waat.e +7a•90 +la-90 ,7as1 worm +ram +lam +Taco wa-9D +lam wd-90 .Tor-90 +Tor-90 wa-9D +rota wa�o +Ta•90 +lam +Tor-90 � 48' +ra-731 +rs7.3 •90 ,7dao +A$4.8 +Tor-90 +ram +7a-90 +7dm ,7dm +Tor-07.8 +7a-9D wa•so +7d-9D +ro-90 rram +Tor-90 +7a•90 +7n-08.9 +ram g sosre' rreg.3 +rsl.3 -90 ]70144.7 +7aao +r$t.! +Taco +ram .lam +lam .Tam r7aaT.z +rom wa-90 +lam .ro-so rras9.z +Tor-90 +Taco +7as4.3 +ra-90 � BD" N58.5 «I�5.8 wd-9D +rs1.8 wa91.2 +Taco +Tor-75.9 +Taco r7a•as.8 +Tor-70.2 +Taco rram.3 .Tor-78.8 +Tor-90 wa-7S2 +7a-90 +lam ,Tor-Tt.z +7a-9D 83" +Is8.7 +1a3.8 +7a-0D7 ,7d-09.5 +/�9.3 wn•77.3 rram «7a-723 wnm +7a-05.3 r1�8.9 .ram +ra•78.5 +ra-7l.9 +7a-90 +Ia-71.8 wa-90 .Td-0RS Design Pressure (pef) for Windows Alfeelled to a Hodmntd Fmms Assembly TID• Window Width R uMu23' 2515/16' 27-3r4' 30' 3S1f7' 38' 37- Anchor Qm9 Anchor Gntq Anchor Group Anchor Group ArrJnr C,mnp Arlelwr Group Anetra Group Anchor Grasp ' AN al al al B A,caD A B coo a B caD �y1• +ram +rom «ram + m +7a4)2.1 +la-gp +ram *7a-7A8 *7a-00 +7d-09 *7a-71.3 +7d-00 2S1S18' +ram +lam +7014)0 •+7am ra «7t1bW •+70►8&8 iram +lam +ro-0a «lam «lam 3asrlr +ram worm +ram .201.w •rom. r7a + +ram worm +ram +lam .lam 4B' +ram +lam +ram +71ym Aa-eo •IIBrm +ro•eo +lam *ram +lam +rom Basra• ,lam +rom +lam m• •ram w + m •+ram +lam +lam +lam +ram Bo• +ram .lam +rom .lam +lam .rom +lam +lam «lam +lam +lam ,lam a3• +lam +lam +lam .lam +ram +lam +lam worm .lam «ram +lam «rom lz• «ram worm ,lam. +TQ/ ,ra worm +rasa +ra-0o worm +rasa worm .lam 7B' +lam .lam *7a r7t1rl0 *71111g0 w +7dm +lam +rom +lam .lam e4' +ram +ram +ram• •la + +Tvm • • • • • • • • • • • - ••• • •• • • •• WINDOW FRAME HEIGHT ASSEMBLY TUBE 10' MAX. ADDITIONAL ANCHOR (4J, IF REQ. WINDOW WIDTH Item DW9. fi I Description Material 1 7002 Main Frame Head, Sill &lamb OO63-71) Alum. 2 7071 Anchor Plate OD83-TB Alum. 3 7603 Sash Top, Bottom & Side Rail 6D63-TS Alum 4 7008 Frame Comer Key Seel 5 7009 SashComerKey stew 6 7078 Frame Gasket Vinyl Foam 7 1 7072 Sash Corner Gasket Vinyl Foam 8 1 7= IBulb Weaclerstri.187" x .275" Flax PVC 70 10 7024 IMaxim Multi -Point lock Steel 11 7026 Lock Support Plate Steel 12 7014 Multi -Lock Keeper Seel 13 7013 Tie Bar Guide Nylon 14 7015 Tie BarAssembly Stew or SS 15 7028 Maxim ado rator,WW<=24" Sled 16 7D27 Maxim Dual Arm Operator, WW>24" Steel 17 7030 OperatorGasket Vinyl Foam 18 7031 10peratorBaddn Plate Steel 19 7051 Operator SrBlock Nylon 20 7032 Stud Bracket Stew 21 7033 OperatorTrack&Slider Duel Arm stow 22 7073 Egress Hinge (Heavy Du Manuf. b Truth Sew 23 7050 Egress Hinge/Washable (HD), Manuf. by Truth Steel 24 Snubber, Anti -blowout Clip Seel 32 1 1.713 Settin Block 32" x 3 16' x 1- 4" EPDM 33 1714 Setting Block 5 32' x 7 16" x 1-1/4" EPDM 35 7036 Laml Bead B 8D8346 Alum. 36 7042 Laml Bead C 6063-76 Alum 37 7059 Laml Bead D W63-TB Alum 38 1224 VinylBulb Ws(Thick)Flex F'VC 70 39 1225 Vinyl Bulb Wst in Flax PVC 70 so Dow 899SIIImn Badkbeddln 60 7006 Screen Frame 3105-H14Alum. 61 7040 SkreenCorner Ke Polypropolene 62 Screen Cloth Fiberglass 63 1635 Screen 5 ine EM.FVC 64 320 Screen Spring Stainless Steel 70 134 Add -on Flange 8063-TB Alum. 71 7004 Frame Assy Tube 6083-TB Alum 80 #8-32 x 2" Ph. Pn. Mach. Srr TYPE B Stainless Steel 81 1157 #Sx 1/2' Ph. Pn. SMS Stainless Steel 82 88 x S 8" FI. Ph. SMS Swnlecc Steel 83 1 1#8 x 7 8" FI. Ph. SMS Stainless Steal 84 1 1#8 x 1" FI. Ph. TEK StIlInk& Stem SS 7f8 x 1" CWad Pn SMS • Still 86 #8 X 1- 2" Quad Pn SMS • nle@s steel 87 1t10x 1/2' Ph. Pn./TEK • • • Stainless Stesl 89 810.24x 9/16" Ph. Pn. TYPE F Stainless Stew 90 812 x 1" Ph. Pn. TEK Stainless Steel •• • ••• •• • • • • ASSEMBLY DETAILS ALL DETAILS SHOWN FROM THE INTERIOR AS T 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 CERT. OF AU1H. #29296 SASH Rension B: PRODUCT REVISED a wntply* with its Fiorids Bmldmg Code A„� 16-0629.21 expikrion Dex i8 By M' Ao4si 3OM AND CORNER VIEW J ROSOWSKI rifle: Oaks: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 ieries/MOOeI: Scale: Sheek: Droving No. Rer. CA-740 NTS 10 OF 11 MD-CA740-LM B • •• •• • • • •• •• ••• • • • ••• • .062' 1 ---{ 1.124' �- NOW T2.8/9' .125' .062' 2.701' SILICONE HOT -MELT BUM .431r 21 NOM. STRUCTURAL SILICONE 1.159' .062' STRUCTURAL 1/4' NOM. FOAM 3N 6' NOM. POLYISOBUMEN WITH 2.764• 2.139" WITH DESICCANT DESICCANT .093' ExT. GLASS IXr. GLASS O FRAME HEAD, O SASH TOP, 71 FRAME SILL & JAMB BOTTOM & SIDE ASSEMBLY TUBE #7002,6063-T6 #7003,6063-T6 #7004,6063-T6 INT. GLASS INT. GLASS 1.356' 2203' +{ KODISPACE 101 SUPER TM J 1 040' °°°• �—� .441' 4SG TPS SPACER NXT .423' —►� .oes .093' FIXED .083' O ANCHOR PLATE 60 SCREEN FRAME 70 ADDON FLANGE ALUMINUM #7071,6063-T6 #7006,6063-T6 #134,6063-T6 REINFUKOtMtNI POLVISO- BUTYLENE 5l16' NOM. SEAL BUM & ROLL -FORMED _ DESICCANT STAINLESS STEEL FOAM EXT. GLASS EXT. GLASS `INT. GLASS �v ,02 DURASEAL® ,os XL EDGE'" SPACER SPACER FILL AREA 6' NOM. ONE SEAL Part 9 Description Material 100 Kommading 4SG TPS Spacer System See this Shout for Materials 101 Quarlex Super Spacer NR with Hot Melt Butyl 102 Quanex e- Spacer 103 CaidiMl XL Edge piper• • • • • •• ••• •• • • • ••• ego so 000 ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 706' .865' .050' .865' a BEAD B 36 BEAD C O35 #7036, 6063-T6 #7042, 6063-T6 .870'::L— ,050' [--- .669' 37 BEAD D #7059, 6063-T6 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 CERT. OF AUrH. #29296 JJ R�05/05/, 6IADDED THIS SHEET/05/16IADDED THIS SHEET WITH SPACERS. vi—d Br. Dote: Revision A PROOUCr REVISED .complying W. me Florida Buildm� (',ode Acceptaoa No 16 - 062 .21 ExpiAlioe Date - to By Mimi Roduct DescipBon: viawn oy: EXTRUSIONS & SPACERS J ROSOWSKI Title: Date: CASEMENT WINDOW DETAILS - LM & SM 08/08/12 Series/Modd: I Sheet: 1 Droning No. I Re, CA-740 NTS 11 OF 11 MD-CA740-LM B DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION N CCEPTANCE (NOA) FGT Industries, Inc. 1070 Technology Drive North Venice, FL 342' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidadexrov/econom This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building : Series "CA-740F Fixed Casement" Aluminum Fixed Window - APPROVAL DOCUMENT: Drawing o. - , titled "Fixed Casement Window Details - LM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05105116, 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 IMPACT RATING: Large and Small Missile Impact Resistant LABELING: ac um 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 be8 t a rtvisior or•ahange . • in the materials, use, and/or manufacture of the product or process. Misuse of this IMWSs an entlt tsement • • • • :. 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 e�TCfA. ..... • ADVERTISEMENT: The NOA number receded b the words Miami -Dade• Coeur liIorjU . and ..: •.. P Y , tY, ..... followed by the expiration date may be displayed in advertising literature. If anyportron of W.NdA 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 manufaeturel.or its* • • • • distributors and shall be available for inspection at the job site at the request of the BjWdirm Officials • :....: This NOA revises NOA# 15-0519.15 and consists of this page 1 and evidence pages E-1 and E-2. #s w ell as • • approval'document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. CExpiration No. ] 6-0629.22 Miartf�ane eouNrY April 11, 2018 APPROVE�� 8 j51 August 11, 2016 L71 � � +++ Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 12-1218. 11) 2. Drawing No. MD-CA740E-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, with revision B dated 05/05/16, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer' NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 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 a series CA740F aluminum fixed casement window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7063, dated 09/17/12, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 12-1218.11) • C. CALCULATIONS • • ' 1. Anchor verification calculations and structural analysis, complyui �Mth FBl"=St'w • • • •:. Edition (2014), dated 05/16/15, prepared by manufacturer, signe"G'a sealed by� • �; Anthony Lynn Miller, P.E. ; • • • • • wwwww (Submitted under previous NOA No.15-0519.15) • • • • • • .. • 2. Glazing complies with ASTM E1300-04 ' • • • • • • • ...... ...... • D. QUALITY ASSURANCE • • • •: • w w'"• • • • 1. Miami -Dade Department of Regulatory and Economic ResourUs NER). **ego w w w w w w �J�o 0 040 - Manuel , P.E. Product Cont IJEminer NOA No.629.22 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying wAW4QaC-51h Edition (2Q]93r&ted May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.15) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.15) 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.15, issued to PGT Industries for their Series "CA- 740F Fixed Casement" Aluminum Fixed Window - L.M.I. approved on 07/16/15 and expiring on 04/11/18. . . .... ...... ...... .... ...... .... . ..... ...... . .. ..... .... .... ...... . . . . ...... Manuel Pere Product Control Exa in NOA No. 16-06 . 2 Expiration Date: April 11, 2018 Approval Date: August 11, 2016 E-2 GENERAL NOTES: SERIES 740 IMPACT -RESISTANT FIXED CASEMENT 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 TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE TABLE 3, SHEET 4. 4) ALL WOOD BUCKS LESS THAN 1-112' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1R' 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. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3. SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATK)N WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E13DO. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%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) REFERENCES: TEST REPORTS FTL-7063, 3579, 3580, 37V* • • ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ANSVAMPA ND' • • FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. STANDARDS USED: • 000 •2014 FLORIDA BUILDING CODE (FBC), STH ED • •ASTM E13DD-04 • • • • •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTIONS • • •ALUMINUM DESIGN MANUAL, ADM-2010 • • • •AISISIOD-07/S2-2010 DESIGN PRESSURE RATING I IMPACT RATING VARIES, SEE SHEETS 6-10 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 60' WIDTH 53' VISIBLE LIGHT WIDTH (OLO) 4' MAX r� B, SEE SHEET 2 4" MAX. I I 19' O.C. MAX. IF JAMB IS OVER 60'. I i A I / A, SEE 76" VISIBLE / SHEET2 HEIGHT LIGHT I / HEIGHT (DLO) 23' O.C. MAX. LL IF JAMB IS 60" OR LESS. I 23' O.C. MAX. IF Ly6 r� O.C. MAX. IF HEAD OR SILL HEAD AD OR SILL IS 60" OR LESS. IS OVER 60'. TYP. ELEVATION OF FIXED CASEMENT WINDOW C Glass Types Shed # 6 711 T Leml (3/16 An - .090' SG - 3116 An) 8 3 7116" Leml 9 4 7/8" Lam!. IG (1/8" An - 7/16" Air- 1/8" An -OW PVB - 1/8" An 10 5 7/8"Lemi.IG(1/8"T-7/16'Air-1/8'An-.090"PVB-1/8"An 7 6 7/8' Lemi. IG (3/16" An -1/4" Air- 3116' An - .090' SG - 3/16' An 8 7 7/8" Laml. IG (3/16" An -1/4" Air - 3/16" HS - .090" SG - 3116' HS .9 8 7!8'Lemi.ICI(3/18"T-1/4'Air -3116"An-.090"SG-3/16"An 8 9 7/8'Lauri.IG(3/18'T-1/4'Air -3116"HS-.090"SG-3116'HS 9 't'VH-• Liu IAL:I It`Y tl IN ICHLAT tIt 6T Autwvlr rVVl�nnw�, m�.. • • Is "SW=3ENTR NTERLAYERBYKURARAYAMERI1C1q OW"'," GENERAL NOTES.... 0 R......I \ y .., i S- o.•' GgN C ,( .............. A&ATO•1.......!.... !t....!!......... 1 ` GLAZING DETAILS ................. -........ 1 _ INSTALLATION ................................. 2 4( LU _ ASSEMBLY TUBE DETAILS ............. 3 Ai4SHORCRECIFICATIQW....••••• 4 '% ANCHOR QUANTITIES ............ a.....a15 0 P ��.A '•, LESIGN PftESSURE9.S.........�....:6.10 AS:EMBL:'RET11LSI1OI�.....!.... al �O?• . R,. A L/YNN t1.16.LER, P.E • • • • • • • • • • • •• •• • • • •• •• • • • • • • 000 • 0 5116• LAMINATED 7116• LAMINATED GLASS STACK I I GLASS STACK W6 BIlTAGTE PM 090•SOPSY KURAP 1re'ANNEALED .09VBY RITAUARAY 3nT ANNEALED OR AMERICA, INC. GLASS AMERICA. INC. FEATSTRENGT USED 3116-ANNEALED OR 1re"ANIEALED —HEAT-STRENGTHEN EXTERIOR GLASS EXTERIOR a —� a m � 11/16" GLASS 11/16" GLASS GLASS TYPE 1 GLASS TYPES 2 & 3 718• NOM. Ire• NOM GLASSSTACK 5116•LAMINATED GL/ SS STACK CUBS STACK —I 7116'LAMINATED GLASS STACK IV ANNEALED GLASS 3/16' ANNEALED OR 7/16•AJ—A 118'AWEALEO OR OW' BUTACrrE • PVBBYKURARAY 1N'AIRSPACE 3/16'ANNEALED HEATSTRENGTHENI .09 V SG%Y KL AMERICA, INC TEMPERED GLASS AMERICA, INC. GLASS 3H5'-SIREN ! ��S tcn39 MEATSTRENGI EXTERIOR � EXTERIOR a _ 11/16" GLASS a _ 11/16" GLASS GLASS TYPES 4 & 5 GLASS TYPES 6 & 7 Ire• NON. GLASS STACK �I 7/16' LAMINATED I GLASS STACK 3/16" I rcdcpTm 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 CERT. OF AUTH. #29296 - HEAT -STRENGTHENED GLASS .aw DUPONT So%Y —KURARAY AMERICA, INC. Y1E ANNEALED OR HEAT -STRENGTHENED GLASS 11/16' GLASS GLASS TYPES 8 & 9 lsed By: Gate: Revisi B: JR 05/05/16 ADDEDSPACERSTD SHEET 11. nsed By: I Dote., ReW - A PRODUCT REVISED m Twmgyia{ Wi161 As Fka1W AW�l6-UN:29.22 L�iruaL D•x /2018 By Mint' Pmducl Description: ar ,.n oy: GENERAL NOTES & ELEVATION J ROSOWSKI UAW I Dote: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 Series/Model: Scale: S11eet: Drawing No. Rev: CA-740 NTS 1 OF 11 MD-CA740E-LM I B INSTALLATION EDGE OPTION 1 DISTANCE INSTALLATION ANCHORS INTO 2X WOOD. AS REQUIRED PER TABLE 3, SHEET4 WINDOW l HEIGHT VISIBLE LIGHT HEIGHT (DLO) EXTERIOR a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE INSTALLATION — EDGE DISTANCE OPTION 2 INSTALLATION CONCRETE/CMU PER ANCHOR ANCHORS DIRECTLY REQUIREMENT EMBEDMENT INTO MASONRY. TYP. ANCHOR _L TYPE, EMBEDMENTAND ' EDGE DISTANCE PER SUBSTRATE, ` SEE TABLE 3, /1 SHEET 4. :I EDGE DISTANCE J— EMBEDMENT OPTIONAL ADDON FLANGE 0 HEAD, SILL & JAMBS SEE OF All Al, BE NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 3, SHEET 4. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION BUCK OPTION SHOWN MAY BE USED ON ANY HEIGHT SIDE OF THE WINDOW. 2) ALL WOOD SUCKS LESS THAN 1-1/2- THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X W000 BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". • • • 4IX WOO& • • • 4BUOKSMP.0 %ELSMVE 2, • •fHI�SFL�ET� • • �• • 1/4' MAX SHIM DISTANCE PER SUBSTRATE. SEE TABLE 3, SHEET 4. CONCRETE • • i • EMBED4MWT • .' • • • PER ANCHOR • •�� to i i • • • INSTALLATION OPTION 3 REQUIREMENT ,• i, • INSTALLATION ANCHORS THROUGH VERTICAL SECTIOI B-B . • 1X BUCKSTRIP INTO MASONRY. • % % • • • • • • • • •• • • • •• ••• 0 9 0 ••• 0 • 1/4" MAX SHIM BUCK WIDTH AS REQUIRED PER TABLE 3, SHEET 4 s5� -�—— VISIBLE LIGHT WIDTH (DLO) WINDOW WIDTH HORIZONTAL SECTION A -A 10" MAX. I DETAIL Al J / 1(• MAX. I I 1 L--e SEE DETAIL A2, BELOW 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOM IS, FL 34274 CERT. OF AUTH. #29796 NOTES 1) WHEN INSTALLING COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE CENTERLINE. SEE TABLE BELOW: Addtiomi k h— Rs pW W —h Side Oft Frame Aasemhly TLbe (FAT) r LL Whelsw Wldlh A ct-T7 A ps B. C & D 77"-22•' 0 0 23'-klr 0 1 2V- 7 1 9 Whdsw Hel�lt Mchtr Type A B, C & D lr - 229" 0 0 23" - 26.9' 0 1 2r+ 1 1 RevW- D: A: INSTALLATION OPTION 4 INSTALLATION ANCHORS DIRECTLY INTO METAL. #12 STEEL Z�cSELF -DRILLING SMS, SEE TABLE 3. SHEET 4. DADE APPROVED MULLION, ALUMINUM. STEEL FRAMING OR STEEL STUD. EXT�ER�OR it V VISIBLE LIGHT FORMULAS WIDTH: WINDOW WIDTH - 7 HEIGHT: WINDOW HEIGHT-7 PRODUCT REVISED as cswNyi w Wilk dw Ficdde Bwldin& Code Aimee y10 16•06z4.22 ' eti a Date �, QQ iB IIy Miami PmdicY GENERAL NOTES & ELEVATION J ROSOWSKI TRW Date: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 series/Model: Scale: Sheet: Drowiag No, Rev: CA-740 NTS 2 OF 11 MD-CA740E-LM B FIXED CASEMENT FIXED CASEMENT / CASEMENT (OX) AWNING / CASEMENT / FIXED CASEMENT (XXO) FIGURE 1: r / IG C WINDOW HEIGHT _ WINDOW �I WIDTH I-� 740 74 SERIES FRAME SERIES FIXED ASSEMBLY CASEMENT TUBE WINDOW WI � W 1 140 SERIES / \ FIXED EXTERIOR CASEMENT WINDOW �J / FOR SINGLE UNITS: 1) DETERMINE YOUR WINDOW SIZE AND GLASS. 2) KNOWING YOUR ANCHOR TYPE AND SUBSTRATE, DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 3) FROM SHEETS 6-10, FIND THE SHEET FOR YOUR GLASS TYPE. FIND THE PRODUCTS DESIGN PRESSURE FROM THE TABLE LABELED 'DESIGN PRESSURE (PSF) FOR SINGLE WINDOWS, ALL ANCHOR GROUPS' 4) DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 5) USING THE TABLES LABELED WNDOW ANCHORS REQUIRED' (TABLES 2A d 28, SHEETS 4 & 5Z DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YOUR WINDOW. 6) INSTALL AS PER THE INSTRUCTIONS ON SHEET 2. FIGURE 2: 740 SERIES AWNING / WINDOW k/ D FRAME ` ASSEMBLY TUBE 10', SEE NOTE 7, D THIS SHEET 740 SERIES \ CASEMENT —y �/ �h / WINDOW E FRAME ASSEMBLY E TUBE / \740 SERIES FOXED CASEMENT / WINDOW / 'SEE PRODUCTS NOA FOR INSTALLATION SPECS MIN. #12 X 1' SMS THROUGH INSTALLATION HOLES MIN. 0 12 X 1 SMS THROUGH INSTALLATION HOLES 740 SERIES FRAME 740 SERIES FOXED EXTERIOR ASSEMBLY CASEMENT CASEMENT J� TUBE WINDOW WINDOW ��// EXTERIOR HORIZONTAL SECTION C-C FRAME ASSEMBLY TUBE NOTES: 1) DIMENSIONS SHOWN ARE TIP -TO -TIP DIMENSIONS FOR EACH INDIVIDUAL WINDOW. FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2) ANY 740SERIES PRODUCT (CASEMENT, AWNING OR FIXED CASEMENT) MAY BE ATTACHED TO THE FRAME ASSEMBLY TUBE. FOR ALL WINDOWS, USE THE WINDOWS NOA FOR ANCHORAGE, SIZE AND DESIGN PRESSURE LIMITATIONS. 3) ALL WINDOWS IN THE COMBINATION UNIT MUST BE ABLE TO INDIVIDUALLY COMPLY WITH THE REQUIREMENTS OF THEIR RESPECTIVE NOA. tu 4) FRAME ASSEMBLY TUBE TO BE 740 SERIES 740 SERIES FASTENED TO WINDOW, AS SHOW IN AWNING CASEMENT DETAILS, WITH MIN. #12 X T SHEET WINDOW WINDOW METAL SCREWS. USE THE SAME SPACING AND QUANTITY AS THE FRAME OPPOSITE FRAME MEMBER. FRAME ASSEMBLY 5) THE FRAME ASSEMBLY TUBE MAY —ASSEMBLY TUBE NOT EXCEED 62- IN LENGTH (AS USED TUBE MIN. # 12 X IN A 63' FLANGED WINDOW) OR BE 1' SMS USED IN TEE OR CROSS THROUGH CONFIGURATIONS. SERIES INSTALLATION THE ASSEMBLY TUBE IS CASEMENT HOLES 6) FRAME WINDOW* us, OT REQUIRED TO BE CLIPPED TO THE SUBSTRATE ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. 740 SERIES EXTERIOR FOXED CASEMENT WINDOW FOR EACH WINDOWANA CEIMBXJEDASPEMBLV. • • • • VERTICAL SECTION D-D VERTICAL SECTION E-E. • • • • • • 1) DETERMINE EA%INDMDVAg WIt4s; TAPE, IZ♦ •AN•E G�S MAKEUP, SEE FIGURES 1 & 2. THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4. 2) FROM SHEETS f V.*FINQ V1 SF-F.40^A C" TYeF. • 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'MNDOWANCHORS REQUIRED- (TABLES 2A & 2S, SHEETS 4 6 5). THIS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY. DIMENSIONS SHOWN ARE TIP -TO -TIP. FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. • ••• •• ••• •• • 4) USING THdABIE LAJt ED WANWANCfpRS REQOPW- (MS 2A A 28. SHEETS 4 e 5), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF YODPO%QNDOt. • • • • • • • • • 5) INSTALL AWSR THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT•ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAYBE REQUIRED (SEE SHEET 2), AND THAT MIN. # 12 X 1' ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET} a • • • • a • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7) FOR ALL COMBINATION UNITS, ADDITIONAL INSTALLATION ANCHORS MAY NEED TO BE INSTALLED THROUGH THE WINDOW FRAMES AT 10' MAX. FROM EACH SIDE OF THE FRAME ASSEMBLY TUBE OFNTFRI INF SFF TARLE BELOW' AddtMd Arch= Rsq nd m •rich Ski. ofIt. F v Mwrr W Tub. (FAT) � LL WYdar NAdth Anchor A B, C Q D 1r-22.r 0 0 23' - 25.9' 0 1 I- LL wwdc w HoWt Arches A B,C6D 2r-25A' 0 1 26'+ 1 1 PRODUCT RHVL%W m .yrl.rrer,�e A 1 �°•No t6-o67R.Z2 Expirr,U are I$ By Mian Dcde Prodded J � J J Q o H W 0? 0 > .. W 0ca =) Z_ O } o O m Z W Y U) W Q U 0 q� Q 8 O w �� �X .s LE E E LL O Cl) u) F- Z 0 ti U TABLE 2A PRODUCT REVISED ace q*iag�Ad,OFilodda nalccapiaa«I4o Irv-o(o2R. 22 I;R D.te iaS By M'Long 1) USE THIS TABLE FOR ALL WINDOWS PER THE m ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN Nxi ARE TIP -TO -TIP. J 2) FOR SIZES NOT SHOWN, ROUND UP TO THE 0 NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. J Q 3)THE WINDOWS SHORT AND LONG SIDE MAY BE N V INVERTED. J 2 0 Q o 4) SEE NEXT SHEET FOR ADDITIONAL (— INFORMATION. Q LL ~ 0 a N ? ❑ N (� Z o z eH Z 8 0 Q Z Z Y 0 W SAMPLE CONFIGURATIONS: O O V _ a (n o= p Q X : I �Z .X U x x x o s° S &Q ElL X n m x o o • �„N Jan vc 0 TABLE 3: TABLE 3: (oonL) = W om.N a _U �zao 0 X O X X Xax OZ Z W • • ^ U • • •Stud-�O �O s ••• y • • • ll g�i1s • 1) OPERABLE (X) WINDOWS MAY BE CASEMENT . • WINDOWS OR AWNING WINDOWS OF THE SAME ' • • SERIES. • • • • t) ANCH•R MUSWXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 2) ANCHORS MAY BE HDOIEAD, P/WHEAD OR FLATHEAD. A LYNN),IILLER P.E PEe 58705 • • • • • • • • • • • • Window Anchors Regtdrcd j37"and Lesson ShortSide Dimension) short sim Anchor Type 1 to C D A B C D A B C D A B C D A B C D A S C D A B C D A B C D �T. �SSM�e 3 3 3 3 3 3 3 3 3 3 3 ��� 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 Side Puns 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 25-1570' 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 ptSide 2 2 33 3 3 3 3 3 3 3 3 3 3 3 3 3 �, Sim 3 2 333 2 2 2 2 3 2 33 2 2 333 2 2 2 2 2 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 9 1 3 3 3 3 3 3 3 3 3 9 1 3 3 3 1 3 3 3 4 3 3 3 ♦ 3 3 9 4 3 3 3 4 3 3 3T Sim 3 2 2 2 2 2 2 2 9 3 3 3 3 3 3 3 3 3 3 3 3 ♦ 3 3 Snot Side 2 2 2 2 3 2 2 1 2 3 2 3 2 4 ♦ 3 3 4 5 3 3 4 5 3 3 1 5 3 3 4 5 3 3 / 5 3 3 11„ Long Side 3 1 3 3 2 3 3 3 3 3 3 3 3 3 3 3 3 J 4 3 3 Snal Side 2 2 2 2 2 2 5 2 3 2 3 2 4 2 5 2 9 2 3 2 1 2 5 2 3 3 4 5 3 3 4 6 3 3 4 8 3 3 5 8 3 3 44V1' Lap Sim -Short 4 5 3 3 4 2 3 3 3 3 3 3 3 3 3 3 3 3 3 1 3 3 Side 2 2 2 2 2 2 2 3 2 9 2 5 2 8 2 3 2 3 2 5 2 8 2 3 3 5 8 1 3 5 8 1 3 5 8 4 3 5 7 4 3 53V8' Side WE 1 5 3 3 1 5 2 2 2 2 2 9 3 9 3 3 3 3 3 3 3 3 3 3 1 3 3 Steal Side 2 2 2 2 2 2 8 2 2 1 2 5 2 6 2 4 ♦ 5 8 1 1 5 7 1 4 8 7 1 1- 8 7 4 ♦ 8 7 1 4 �, Lap Sim Sept Side 4 2 8 2 1 2 4 2 5 2 2 I 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 ♦ 3 3 5 8 / 4 5 7 4 ! 8 7 1 1 8 7 4 1 6 B 4 1 8 B 4 4 6 B 5 1 7 B 5 4 � Lap Side Snal 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 3 3 3 3 3 3 3 3 3 3 3 3 1 3 3 5 7 5 5 8 7 5 5 8 7 5 5 8 B 5 5 8 9 5 5 7 B 5 5 7 9 5 5 7 9 5 5 � B&13118' L Sim Short Sim 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 rlf Low Side 5 7 5 5 8 7 5 5 8 8 5 5 8 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 g 87-V2' 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 1 3 3 Short Sim 2 2 2 2 2 8 2 7 2 5 2 5 2 8 2 8 5 5 8 B 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 Lap Slm 5 7 5 5 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 Start Sim 2 2 2 2 2 2 B 2 5 2 5 2 8 2 8. 2 5 2 5 2 e 2 8 2 5 2 5 7 9 5 5• 7 9 5 5 7 9 5 5 B 10 5 5 70' L S'tm B 7 5 5 8 Sta grpy Anchor Substrate Mk C-dpa psbriea Milk. O.C. psWu MA F�tlbe6nant Anchor Plals R�glied7 tl4' steel Uthadxt Hollow Bleak 1' Q' 1-114' No A Y71, eteal EMS (GS) or•14, 410 55 SMS S. Pins Sl8' 1' No 8083-TS Alan. 9I8' YB' .05r' • • No• A38 3tad 3/8' .Otil • • No• A053 Stud C#'. 33 318' .035720 Pb B •12, ataN SMS (G5) or •12, NO 6S EMS S. Piro SJC 1 No 808ST5 Alum. 3!8' S/B' No A38 Sted 3/e' S/8' .050' No A85:7 Slud, Or. 93 318' S/B' .035, 20 Ga. No 1p' steal llltracon 289( OotareG 2-1/2' 4' 1J/0• tb 285t Concrete 1' 7J/4' No Hdbw Bloat 2-1/2' 1-1/4' No C t{t2, steN SMS (G5) a 1►12, 410 SS EMS S. Pins 5l8' • �• • 1JA' • *Yon • 8063-T5 Arum. 3/a' 8' .0713' •Yes • A38 Steel 31C Sl8' .050' Yss A853 SWd �. 93 3l8' tY8' .045, 16 Ga. yes Milt MkL Min Anchor ppy Aneha Substrate Er10• O.C. EtnDaAttatlt Plata Oktartu psdnos Regltadl S. Pirc 5B' 1' 1 8' yes • 1114, Wei SMS (GS) 0083-TS Alan. 3/S 58' .0713' Y•e • a•14, 410 SS SMS A30 Steel 9/8' S6' .OSO' Yes • A853 Yes • Caa:nta 1' 4' 1.i11'. es • 285k - • 1' steel Utnco 6 Hdbw Bleak 2-1l2' S' 1-7/4• Yes FlAed Block 2-1/2' 4' 1J14' Yes 1/4' 410 SS 3.35k Concrete 1' S 1J/4' No CfeleFka Honow Block 2-1/2' S' 1-t14' No 3.Sk Cataeta S 1J/4' NO � 5�' steel Utraaxt Hollow Bleak 3V8' S' 1-1/4' No • • • Filed Block 2.1/2' S' 13l♦' No • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 28, Window Anchors Required (Over37" on Short Side Dimension) Short Anchor Type 144 1 -7 A 8 C D I A 1 B C D A B I C ID A A 8 C I D A I B C D A I B C D A B I C 1 D A 8 C D y under 23' Long Side - 2 2 2 2 1 2 2 2 2 2 4 2 5 2 3 2 3 2 1 4 2 1 5 2 3 2 3 2 4 2 5 2 1 3 2 3 2 4 2 8 2 4 2 4 2 5 2 6 22 4 4 5 0 / 4 5 7 5 5 �� 3 / 3 3 3 4 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 25-7978' L Skis 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 6 4 / 5 6 1 1 —5-7-4-4 B —7-5-5 Snon Side 3 4 J 3 3 4 3 3 / 5 3 3 1 5 3 3 / 8 3 3 Carp Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 35* 3 3 5 8 3 3 5 6 4 3 5 7 4 3 6 -7 4 4 6 8 4 4 6 8 5 4 7 9 5 5 Shag Side 3 4 3 3 4 5 3 3 4 3 3 3 4 J 3 3 4 3 3 3 4 3 3 3 4 3 3 Lag Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 8 4 4 7 8 5 / 7 9 5 5 3T Shad Side 3 4 3 3 4 5 3 3 5 0 3 3 5 7 / 3 5 7 4 4 6 7 / 4 8 5 3 3 / 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 / 5 3 3 t 5 3 3 4 5 3 3 M, Lap Side 4 —3 —4 3 8 7 4 4 6 7 4 ♦ 6 8 5 4 7 8 5 ! 7 9 5 5 8 10 0 5 Shad Side 3 3 3 3 4 5 5 6 3 3 3 3 5 5 6 6 3 3 3 5 6 3 3 5 6 3 3 5 8 3 3 5 6 3 3 5 6 3 3 5 0 3 3 /4-111' Lolp Side 5 0 3 5 0 3 3 8 7 4 4 8 7 4 4 7 8 5 4 7 9 5 5 7 9 5 5 8 10 8 5 Shot Side 3 4 3 3 4 5 3 4 6 7 4 4 8 7 4 / 8 1 / / 8 7 4 4 8 7 4 4 Long �� 5 7 4 4 0 7 1 4 6 7 4 / 6 7 4 t0 5 5 B 11 6 5. 53-118' Shod Side 3 4 3 3-/ 5 3 3 5 0 3 3 0 7 / 4 8 7 4 / 7 8 5 4 7 9 5 5 8 8 8 4 4 0 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 5r Lap Side 3 3 5 8 3 3 0 7 4 1 8 7 ! 4 7 8 5 / 7 9 5 6 8 10 6 5. 8 11 6 5 Short Side 3 4 3 3 1 5 8 10 5 5 8 10 5 5 8 10 6 5 8 10 0 5 8 10 8 5 7 9 5 5 �, Long Side 7 9 5 4 7 9 5 5 7 9 5 5 7 8 5 4 7 9 5 5 8 10 8 5 8 11 0 5 4q1� Short Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 / 4 6 7 4 4 Lang Side 7 9 5 5 6 10 0 5 8 10 6 5 8 11 0 5 8 11 B 5 8 11 e 5 8 11 8 5 8 11 6 5 8 10 8 5 b 68-mur Shad Side 3 4 3 3 4 5 3 3 5 8 3 3 e 7 4 4 8 T 1 4 7 B 5 4 7 9 5 5 8 9 5 5 8 11 6 5 8 10 5 5 8 70 8 5 8 10 8 5 6 11 8 5 8 11 8 5 8 Ti- 8 S 8 Ti— 8 5 8 11 6 5 8 11 6 5 67112' Long Side Short Side 3 4 3 4 5 3 3 5 6 3 3 8 7 4 ♦ 8 T 4 4 7 8 5 4 7 9 5 4 7 9 5 5 8 71 0 5 10 5 5 8 10 8 5 6 11 8 5 9 17 8 5 9 11 8 5 9 11 8 5 9 11 8 5 9 11 6 5 �, Lang Side Shad Side 8 3 4 3 3 1 5 3 3 5 6 3 3 8 7 / 4 8 7 / / 8 8 5 4 7 9 5 4 7 9 5 5 Lap Side B 10 8 5 8 11 6 5 9 11 8 8 9 11 6 6 9 11 8 6 9 11 6 8 9 11 6 6 9 11 8 6 TO' Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 6 7 4 4 8 5 4 7 8 5 4 7 9 5 5 _ Long Side 8 10 0 5 9 11 6 0 9 11 0 6 9 11 6 0 9 11 6 6 9 71 0 6 9 11 6 6 9 11 e 8 72' Short Side 3 4 3 3 1 5 3 3 5 0 3 3 5 7 / 4 8 7 1 1 6 8 1 1 7 8 5 4 7 9 5 5 Lap Side 9 17 0 5 9 11 8 6 9 12 7 0 9 12 7 6 9 12 7 6 9 12 7 e 9 7 6 71' Short Side 3 4 3 3 1 5 3 3 5 5 3 3 5 7 4 4 8 7 1 4 B 8 4 1 6 a 8 5 4 Long Side 9 11 8 0 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 6 9 12 7 8 78' Short Side 3 1 3 3 4 5 3 3 5 6 3 3 5 7 4 5 7 4 4 6 8 4 4 8 8 5 Long Side 10 73 7 6 10 13 7 7 10 13 7 7 10 13 7 7 10 13 7 7 4 5 3 3 5 6 3 3 5 8 4 3 5 6 4 3 Short Side / 3 3 114' Lmg Side 14 1 10 9 Short 3 ! 3 3 EXAMPLE 1: FOR WINDOW SHOWN BELOW. 7116- ANNEALED LAML GLASS, 114- MASONRY ANCHORS INTO CONCRETE. +701-80 PSF DP REQUIRED. NO ANCHOR PLATE AWNING ANCHORS (SEE SEPERATE NOA): A) FROM TABLE 9. ANCHORS C & D ALLOW A DP OF-701-90. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS Tv%& -AI 4l) 41B*-e • DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. • • • • • • C) FROM TABLE 2,6 ANCHORS ARE REQUIRED IN EACH JAMB. • • • • • • 1 D) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. F) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDTIONA& ANCHORON THE FFWME ASSIOtY TUBE SIDE OF THE AWNING (HEAD & SILL} • • • • • • 4•� 14'� �4' —14•� s 4y 25' 2p 48' I� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1) USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION SHOWN ON THE TABLE. 3) THE WINDOWS SHORT AND LONG SIDE MAY BEINVERTED. 4) SEE NEXT SHEET FOR ADDITIONAL INFORMATION. - FIXED CASEMENT ANCHORS: A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF-701.83.1. B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 13.25' _ C) FROM TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB. D) SIMILARLY, 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL. E) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. j F) PER RULES ON SHEET 2, INSTALL 1 ADDITIONILL. ANCHOR ON THE FRAME 1 ASSEMBLY TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL). T4' T PRODUCT PE SBD o c mp me with aw Flaida Bu6dm8 Code Aoapu•ae No *-OWAAS Ezpiradon Dale 900 By Ml•ni Product � =U LLI 0 F— LL N O xo 0 0 ZZ_ 1:1 > i o Q Z NZ LLI H (n 0 ..0 r Of �Z mX qU d Q lz ' ❑ De>fIg i(A I4181 Widow. M Ai C IN Bloc Ski udr 2r Fisma• 27514 I 33.1/r0,70JL77 4V 46-1/4• 53V6- 5r 6r unci .7O14D .7Wi0 .ro-00 .7Wi0 +roi0 .70140 .7Wi0 .71 +m40 2S1N16' +7Wi0 .7040 .70MO +707i0 .701 .7W40 .71 .71 +m40 3r +7040 +70FOD .7(1-a0 .70WD .7W40 +7W40 ♦7W44.1 +71 +7d•7O1 44' +701.p0 +701-BD +7Wi0 +71 .7Wi0 +711 .a01-70 aa0F67.5 +ai y/ 46-1/4' +7W40 +TD740 +7Wi0 .70140 +71 1 +7Wi0.1 +001-70 +aWi32 53VC +7W40 +701-W +701-M .71 .1 1-70 .8W.70 .Iii Ss' .701i0 +70�40 +71 .71 +8O0i +W.8&2 Br +70140 .74W0 .7040 a701-78.5 +701-70.1 ,80'41.3 '/6' .7Wi0 .70FM9 a70NS7 .7asa .F6OB 64. .7O1ip +70Fa0A .7W41.3 1 054.2 FOR GLASS TYPES: 1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN) BUTACITE'°VVB INTERLAYER BY KURARAY AMERICA, INC LT BSIDE a BIDE sloTE LONG - I SHORT I SIDE SIDE 1) SEE SHEETS 1.4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. TABLE W Deapl Pnl4scw (p4a w Ai Ab • Fw A4••" Tub. m Wi DWI rwm •A• u i 2S1WIM 27,vc 33-irz 3r 44' 41 53VT aT or e Arc1w Now Arohor Arclwr&.w Andw0 V Arches Gi Arch. G-W Arch•G-p AOchm GnW Arch GUW N N N jAC&i B &cao B A 8 C&D A B A B C&D A B C D A B C U ud•y1• +M40 .7O14p .7W40 +7W-60 .7W421 +7Wi0 +74-74. +7O1-ia.7 -5 .70140 +701-7ZT N369 6.1 .1-51A +7Ni0 H-0O6 +/.47A +7ww.6 .7di0 41-w.7 HQB +7d40.7.70/48.6 25-15NS +701.80 +7%W +70MID .7W40 +7W40 +71 +70140 .70Fro.7 .71Y-W .7O/40 +14C4 +7D1i0 .e +7ry40 +7O`-W NS36 +7D144 OWF60 +7Wi0 .Ha.3 +701-77.3 .7d40 .70140 3r .7Wi0 +7OW4D .70FW .7W4D +?1 +711 .70140 +7W40 +7O1i0 +7Wi0 .7%1 0 +M-M41 +flY40.5 +70144.1 +7W.77 .701-736 +7W-77 +7W-77 +7W-70.1 .187.6 +7W.7O1 .70/-70.1 4e .70140 +7Oa40 .70/40 +70/-90 .7W40 +A i0 +7(1 +7Wi0 +7W416 .7Wi0 +70/44.1 .701-744 W-70 + W47.7 .aci +aW47.6 +6W-019 +8Wi7.6 +11 .8W41] +157 +6W.61.3 .61 +701i0 .71 +7W4D +70140 .7Wi0 +7O'i0 +7W-M.1 .71 1 +7W44.1 .70F60.1 +y78 FI-70 W-70 .8W41.7 .eW-7D .60'432 +/-Si +11 1.2 +6W43.15 531/R .70140 .7Wi0 .7W40 +7W40 +7Wi0 +7W44.1 .ro44.1 +aW-ro +8W-ro +SW-70 . M.aW-ro 47.s +001ai.4.71 .7Wi0 .704D +7W432 +7Wd1.6Wi32 or .71 +iWiO +7ni-W +7W-7es +7Wa6.s +7W 70.1 +7W.70.1 a8O 61.3 +aWS1.3.8W81 3 7B' +7W40 +7W44. .70F7O7 +lS6.9 +IN ./sna H-66.8 .lSSA 84' +1W40 +7W40.4+7W-71.3 =2 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAM liar MAX WINDOW DIMENSION A• -�WINDOW DIMENSIONI'�- B• SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS FIGURE FOR HORIZONTAL FRAME ASSEMBLY FRAME WINDOW -ASSEMBLY DIMENSION 'S' TUBE � 10' MAX. • • WINDOW • DIMENSION •A' ADDRKNLLL ANCHOR (4). IF REO. ASSEMBLY TUBE FRAME • ••• •• ••• •• • • • • •• • •• • • •• • • • • • • • • • • • •• • • •• • • • • SEE SHEETS 1, 4 a 5 FOR ASSEMBLY Tl1BE WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET • • •R �rr,00m•w1L • • • ANEHORSI�QLNRES • • M LY B • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TUBE SEE SHEETS 1. 4 8 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. rx�oDt7c1'Rsv» as cwnl4Yn•++� d PtQla ❑oi16i11g Cosa .Ofo'LW.22 .lccap140oe N0 F 'ratim Date 7JD I�a By Mimi Pr68tY N O UJI 0- � 1 zU i7 J .Q Q Z Q o w r LL p .0 w 0 (o N d Z 0 w o F- o� = Z �Z 0 w w 2 Lu a < Z 0 0 co taco w �U i <L' w _z X o 8 0 LL Y W^ m oa aN N Y M N d i J1nn OLLXILL =U QD j Wz m o�ao 0 o Z w U • • ❑ Delp P.asua (PaA 6r unaw WmA m, Al Arch Crags Shot Bldg agar 27' 2576118 Z/Jlr 33.1/r 37' 4r 4S1/4' S3Vr[+7O 5C er ..le, 2r .700 .ram ,7am +lam .lam .rom +lam .ramra-90 .lam 25.1S1C .7a-w .ram .70140 +lam .7a40 +lam +lam +7amm +ram 3r +7am .lam .lam +lam .lam .ram .lam .lam47.5 +701-79.9 u .7a40 cram .lam ,ram +lam +ram +lam p 4e-IW .lam .lam .70140 .lam ,7a40 .rom .lam 33-VC .ram .ram +7am .lam +ram 5C .ram .rom .lam +lam +ro478 or +7a40 .ram .lam .7a472 +7a-79.9 TV +rom .ram +ra4&3 er .ram +rom +ro41.3 FOR GLASS TYPES: 5) 7/8" LAMI. IG:(1/8" T - 7/16" AIR -1/8" AN - .090" PVB - 1/8" AN) TW= BUTACITE NB INTERLAYER BY KURARAY AMERICA, INC L LT - SHORT SIDE SIDE -SIDE -�I sIDE 1) SEE SHEETS 1.4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. TABLE 7: Dept Pt m (W tm Wumbm A1ta'.Md b • Free Asaarrbly Tube m WI00aM Dar•rcbA'A' r 11e 2l 25191er 274r 33.7? 3r 4r 4e-1r 53.1/9• or or e Arch. Arch Grail Arch Gmw Arch. G.W Arch Grail Arch Gep Arcbr(ioW Arch. Cya9 Amh"r pap Arch Group Crap B A B CAD A I B CAD A B I CAD A B C D A I B C I D AN I A4 M ACeD 1 B .1011a21 A.CAO 1 +rom .7a-74.3 .701-79.7 .F@.5 +7am +71y-72-7 Hde9 +lam +/4tl.1 0.51.e +712m a/.d0.5 +H7A .7a47.e .lam +/d5.7 +H3.5 +7a40.7 .711W.5 .tdar 2r +70/W +lam +7D'm .10AW +70/-W .ram .ram :7am a., .7a-0D .7a-70.7 .7am a7am +/444 +7040 .701m +bNA .lam +7am 0-5111 +7a44 +lam +lam +140.3 .ra-T7.3 +71940 .lam i 25-1511C 3T +?Y-0W +7am +lam +M/.W .rom +ram .lam +lam +70FW +lam .ram +70140 +TO).W4 +lam .7am +ram.5 +7am .7a47.e +7a-73.0 +7a47A +7ad7A +7a-79.9 H47.e .701-70.9 +7a'79-9 4r +7a4Q a7am +7&N Ow-go+rom .70m +7040 +70W .71Y41A 17a40 +7am .70E-74.4 .701m 48.1/4' +71N41) .70/m .T078D .7am +7w.w .7am .7Dr4D +7a40 .ra492 .rom +n/45,5 a4 +71.3 +7am ES5iLS +7a4D +7am +70FW .rom .ram .7am .7am sr +7a-90 .7am .rom +70m +7047.e aro47.e 7 -.7am .rom '7am +ro47.2 +Ta-07.2 .0-79.9 .%79.9 7•' aram .7a-90 +7a46.3 e4' +700 +ra41.3 1) THE WINDOWS WIDTH AND HEIG3HT MAY BE INVERTED. IGURE FOR VERTICAL FRAME ASSEMBLY TUBE IV FRAME ��S��Y 1 MAX7� SEE SHEETS 1, 4 & 5 FOR WINDOWANCHOR TUBE LOCATIONS AND WINDOWQUANTITIES. SEE SHEET DIMENSK4• • • ADD • RE I DFQR PU F THE 6RAWE •DTIONAL1:SBMBIY TUBE. • ••• • • • • • • �CHOR••BA k RED* SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS FIGURE FOR HORIZONTAL FRAME A55EME LY FRAME WINDOW ASSEMBLY DIME1. TUBE I �• _y1 T fa MAIL • T • • ADDITIONAL WINDOW ANCHOR • DIMENSION (4). IF RED. • •A• • ••• •• ••• •• • • • • •• • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REWSE4 e muPlyim with the Fk6 h Buitdm& Cnde Aocepueoe E�intiae Dee �n)8 sy Mi4u De�Prodet J U. uj (L aU U7 Jt ; O o 0 LL w 0 NO r 04 a. Z Lu o D Z NZ W W w U) 0-� o O Z U e~ O V) w 'U W „ w m X .P e RISE 04^ p X4 _ SUmVi Q SEE SHEETS 1. 4& 5 F p p o FOR WINDOW ANCHOR > n Y LOCATIONS AND z QUANTITIES. SEE SHEET u 3 FOR ANY ADDITIONAL ANCHORS REQUIRED . FOR THE FRAME ASSEMBLY TUBE. MIL A. LYNN MILLER. P.E. FOR GLASS TYPES: 2 7/16" LAML (3/16" AN - .090" SG - 3/16" AN 8) 7/8" LAMI. IG: (3/16' T - 1/4" AIR - 3/16" AN - .090" SG - 3/16" -SG'= SENTRYGLAS9NTERLAYER BY KURARAY AMERICA INC. •, ❑ Dow Pmu (POWS-0. WYr09"4. AN Mchr Gwrpt 6MR Sift urdr23' 25-15116- 29r I 31-1/7 3V 40' N 54 BD' 83' 07.10 udr ZY .9a-130 +9a-130 +9a-130 +6 .l W +9a-130 +Ba-130 +901-130 .9a.130 +Nd-130 2515/ir +W-130 +9a-13) +Ba-130 +9(LL130 +6a-130 i6a-130 +91314W +%L130 +Ya-130 +8a-130 83' +901.130 fOD-130 +9a-123.1 +9a-11&5 +W-110.7 .9a-100.7 N-Wl +468.1 +/-83.1 N-76.3 87-17 +90-13D +9d-130 .=420.7 +90M13.9 +901-105 +Ba-07.6 +/-6/.9 +/-8D.5 +1-783 4-75.1 8 g 7Y +901-13D +9D/-1292 +Ba-118.7 +9a-n 1.8 +901-105.8 +91m.1 .l- 51.3 +F 7%1 +/. Td9 L7 7C +9a-130 +W-127.8 .9a-N7.1 +9a-n0.2 +901-104.1 +9093.2 +F 7Z5 9 114' +9a-130 +WI-125.3 Wa-114.5 +110MO.5 .90-101.3 +L89.9 +170.7 .90-130 +9a-719.6 +90-10B.6 +9a- IA +90PIM +/-73 13P +9a-130 +9a-117.3 +W-105.3 +W-09 +W0 6 145' +90/-129.8 .9a-11&4 .9a-105.3 +gam J- SHORT LONG SIDE SI D E SIDE --4 ST SIDE I)SEE SHEETS 1. 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. I AtlLt B: D.Ir P-- o" Ir Vftd- Atdchs0 b. F- A"4e"T b. mWWW Dk-lo.'A' -W 29' 2Sid18' 2r W-VT 9/' 40- AV 60' ByArcJcr B Arch ««� Anchor At. Grap Arch. Gmp Arohr bap AMhr G.W AGlop nchW AMhr GMW AN N All A.CBD B A,CBD B A B CAD A B CAD A B C D A B C D +rom +7a-90 .ram +70dm ♦7W.W.4 +lam +rom.8 .ra47.7 +14e.7 .701m N45 ./40.9 .ram ./4&5 N-45.8 .70144.7 +70/.90 +l-5&7 +143.6 +701-M.7 +7a-WO +ram +70HE +lam +7d-0ll +7dm +ram+70f90.ro•777.lam +ram +147.6 +7dm +ram +/41.8 +7d-01.2 +lam +7am +/A9.3 +ro-TT.3 .7dm +7dm+7am +7dm +7dm .7W-9D .lam +7dm +lam +7BLm +ram .7dm +ro43 +7d-74.3 .ra49.1 +701.74.7 N46.9 ♦7d-06.1 +7a-86.1 +7d-71.1 +l-W.7 +7d-03.1 +M-93.1 +ram +. +719m +7dm .rom +rom .TOFBD +ram +rom +ram +ra77.1 .149.3 +7d-04.8 +/40.1 .4 .7d40.5 +7dm.5 N4&4 +k%.4 +70/-78.3 .ra-7B.3 .ram +701W tram +7Q'W +ram +lam +7dm +lam +ram +lam .1a-728 +70F7&1 +M-81.3 +ME3 +/-0&B +7a-76.1 +7d-7&1 Nd22 +/45.7 +701-73.8 +7d-731 r:4 .rom +7a-0D +lam +7am +lam .jam .7am +7&M +lam +lam +7a-78 +/4&3 +7a-78 .1-61.9 4424 +m725 .7d-725 +lam +lam +ram +7dm +rom +lam .ram +70/49.9 +7ddB.9 .ro40.9 +ro-70.7 N421 .%70.7 +lam .ml-BD +lam +7am +7am +lam .7d40 +7d-73 +ro-73 +ro-73 +7am +ro 90 +7am .7am.rom+ram +ram+7am +7d-W +ram .TO'-90 .rom 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAM 1. t kw. I Ir WINDOW DIMENSION A' ��WNDOW OMENSION -B' ;SEMBLYTUBE FRAME SEE SHEETS 1.4 & 5 FOR -ASSEMBLY WINDOW ANCHOR TUBE LOCATIONS AND QUANTITIES. SEE SHEET • • j4FOjAtqADDJfIONAh • • WCN/ORZREQUIPED • • • fORTHESRAME • • • • ADDITIONAL I ASSEIMBL4r TUBE.• • • • ANCHOR • • • • • • • (410 RED• 0 • • • • • • • FIGURE FOR HORIZONTAL FRAME ASSEMBLY FRAME WINDOW ASSEMBLY DIMENSION -B' TUBE T • T 10 AIAX • WINDOW DIMENSION 'A- ADDITIONAL ANCHOR (4b IF REO- • ••• •• ••• •• • • • • •• • •• • • •• • • • • • • • • • • • •• • • •• • • • • SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TUBE SEE SHEETS 1.4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. Aii1dio•Oo b 16-0629.22 L�p,�na D,ee ?ASS MB,4-rmli P16L5•e,4 J LL O a _j .� 1 =U (7 J F Q N_z F o� Q LLI i7 LL o O 04 EL 0 ^ O <- Z o LLJ a U) o D z yz U) LLI LU Lu Lu of EL cl) p z U 1 c oC9 p 8Q mw s"V n� 00 LL N e an e N n rn o " n ol^ JO x z o ,.mV1 Q r=00 O nzaz w O U ••V❑ D.0g, PR•sws W f. SVbs Wkd-. All Ar d-Gmnps Sh.d Sift uidr 23• 25-15/75' 2r 31-f? w 4W 5V or II3' to-112• mcW 2Y 4W-130 +W-130 +=-,30 ,3o +W-130 +W-130 +M-130 +110L,35 1 +M-135 +fly-130 25-15115 +M-130 +W.130 +W-130 +W-130 -W430 +W-13D +9y-130 +M-130 +=-130 +W-130 sr•M-13D .9y-130 +9y-130 +fly-13D +W-130 Ky-130 +9y-13D +90M30 +9y-130 +0-130 61-1R• 4M.130 +fly-130 +9y-130 +W-130 +0113D +W-130 49ML130 +9y-13D +9y-130 +90-130 7r •9y-13o .fo-nD wy-130 +41y-,3o +9y,30 +9y-130 +9y,3D +90F,3o Ky-130 P T5• +9y-130 +W-130 +W-IM +9y-130 +W130 +904W +WI30 iIM +90-130 9 94• +9y.130 +W-130 Wy-13D +90f-130 +9y-130 +9y-130 1,4• +W-13D +9y-130 +W-130 +9y-130 +90f-130 +W-130 13P .9y-13D +9y-130 +9y-130 Hq/-f30 +W-13D 145' +W.130 +10-130 +W-13D +9y-130 FOR GLASS TYPES: 3) 7/16" LAMI (3/16 HS - .090- SG - 3/16 HS) 7) 7/8" LAMI IG: 3/16" AN - 1/4" AIR - 3/16" HS - .090" SG - 3/16' HS) 19) 7/8" LAMI IG: (3/16" T - 1/4" AIR - 3/16" HS - .090" SG - 3/16" HS) 'SG"- SENTRYGLAANTERLAYER BY KURARAY AMERICA. INC T 0 L LONG SHORT SIDE SIDE `SDE --I SHORT SII-- 1) SEE SHEETS 1, 4 h 5 FOR WINDOW ANCHOR LOCATK7NS AND QUANTITIES. 2) TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. I ABLE l l: DulpI Menus Lwo tr WOdmrs Atl.chod to s Ff A-ft Tube mWYdoe Dl-len'A• t 2S 251915• 2P 31-112' 34' 4V 54• w �• Elu fflh ACIaD GlOIP AfCMa 0-0 Arow Gn9p Amtf G-F Amhs Gla• Ardor G9ep AnoMa Crap AY I A9 As A,CBD 1 B A,CBD 1 B A B CAD A B CAD A B C D A I B C D udr 23• +70140 .70140 +70140 .7" +7y47.4 .7y40 +76-W.8 .70f4r.7 ./4&7 .7y40 Nd5 +1d0.9 +70140 ./-%S +"&B +7y44.7 ♦7oF90 .1-M7 I 00± +701-M.7 +70F4.5 25-15f1C +70f40 +My W +7y-90 +70F90 1 +7y40 +7y40 +7" +M-T7.7 +70140 .71V40 +147.0 +70140 +79140 +141.8 +ty.51.2 .7y40 +7" +149.3 10W.TT3 .701-90 +7y40 I' AT +70/4D +7y40 +7y-9D +701 W I +7040 +7y40 +70PW +701-W .7y40 +7y40 +7y4D .70140 +71Y40 +7040 +70m +7y4D +70M0 .7y40 +70f47-0 +70140 +70y40 57-im +7y4D +70/W .7y40 .1y40 +70f40 .70'40 +70"k .mf40 .7040 .7y40 +7tl40 .70140 +70140 +7" +70M +7y40 +70m +7y40 .7y49.1 +70:Y0 +70f-W 77 +7040 +70&90 +7y4o +7" +7y40 +70140 .70140 +70140 .Ty40 +70bW .70f40 .701-9D +70140 +701-W +?" +70PW +701-90 .70F40 .7Of40 +70/-BD +71Y 7S +7014D +mlw +7y4D .70WD .7y40 +70'40 +701-W .7" .70d40 .7y40 +700 .70140 .7D/40 +70m .mf4o +70140 +7040 +70140 +70M+70a40 +70M +71Y40 +7+7"40 +7 +701-90 .7014D .7y4o .7y4o +w90 .70140 5+7y40 .7y4D +701-W +71" .7y4f1 .7y40 .7y40 .7" .7y40 .7" .ly4o +70FW +7" +70�W OWW .7y40 +7" t45' .7y40 I +M/.Qo +71V40 +Ty-W +70140 1) THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10 FRAME S ASSEMBLY VI �AIA%. TUB T118E Ll WINDOW Q DIMENSION • • Z A' • A A T WINDOW AD•If10NAL )1 I � DIMENSION ANCHOR • -B' (•1,9F REQ• EE SHEETS 1, 4 A, 5 FOR 1NDOW ANCHOR )CATIONS AND UANTITIES. SEE SHEET FORAWADDRION4 • NCI10Ri REQUIRED• • • )RTHEWRAOE • • • • SSLMIBLM T@BE! 000 • • • • • • FIGURE FOR HORIZONTAL FRAME ASSEMBLY i FRAME WINDOW ASSEMBLY DIMENSION TUBE T • I WINDOW • DIMENSION ,0'MAX ADDITIONAL ANCHOR (41 IF REQ. . ... ..... .. . .. . .. . .. . . .. . ... . ..... . .. .. .. .... SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TUBE SEE SHEETS 1, 4 3 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. SEE SHEET 3 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY TUBE. vRovucr f1EwsEn � esfON3�I •:ur � Fbridl Builduy Code Ex iD. n91e TIDI$ MB pr4i6tt J LL a. . n J ZLu o� p w 0 -. Q Lu04 p .- (L Z p Lu 8a ki Do = Z wZ LU LU LLJ Of U) � 0 p ZLu U _� >;U oC7 p 8Q m �Lu oX �U �� rn ® a �Oa OWN N J p ` x F2 Z 2UmVN Q rw=w00 0 > i0 oZ = w u 6__xJtc ; A. LYNN MA. ER, P.E. PE.958705 ❑ Dwign P-- WD w Single WVd-, AN Anchor G p- Shod SIOe 27-SC 33-117 3T 44' 48-114' 51/R 5• ST ..W 23 W-70 +00-70 +M.70 +SW-70 +W70 +W-70 +Sd-ro +0-70 25-1N1e•+IN-70 +W-70 +W-70 +gW-70 W70 +W-70 3T W-70 4=40 +W70 +W-70 +BW0 +W-70 ,8W-70 +W-70 4r+W-ro Z207I +W70 7 .40 + A .- 48-V4 ++W-ro +M-70 +M-70 W-70 +BW0 W.70 oaf-ac9 +Wro +eW-70 +gW70 +e(/-70 +W-70 .3 W70 +6ro -1W 69 W70 Wro +IN-70 +M-70 +w?o +OWffi.9 071 114 70 -70W�.5 +/.57 M-70 +W-70 W ro 6T FOR GLASS TYPES: 4) 7/8" LAMI. IG:(1/8' AN - 7/16" AIR -1/8" AN - .090' PVB -1/8' •Pvs-. auTArATOWB INTERLAYER BY KURARAY AMERICA, INC. L I LONG SST SIDE SIDE LONG I SHORT SIDE �7 SIDE 1) SEE SHEETS 1, 4 & 5 FOR WINDOW ANCHOR LOCATIONS AND QUANTITIES. 2) TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. D@Wgh Pn m (A Ir WYtlor4 Aftmdwd t5 9 Form AgMMY TWO m07 WInr DNn••bo •A• un0.23• 28-15/16• 273W WrZ 1 37' 4C 48-UP 631/8• sr6T El Mclw Orr. Arclw Gnp Arch, Qm Archon Gap A l- amw A� rcem Q Archon Gaup _ Aroho7 Gr" Anchor 0.0 A.W crag A3 M AN A4 A3 A,C&D 8 A B 090 A B CAD A 9 CAD A B CAD untiv zr +801.70 +8W70 +M-70 +6W-70 +00F7D +8W70 +BO r, +6W-TO +/L6.9 +6W70 +w_e&I +Id1.8 +BWJO +eW40.5 +/-47.4 +6W70 +/ffi7 +H3.6 +6W-70 18• y 25.15/ +801-70 +0000 +O0l-70 +0W-70 +00)-70 +6W470 +8W70 +eW.64.4 +80/-70 +8W-70 +/-ae.8 +8W70 +BIN-70 +W.B +8W70 +eW-70 +A".3 +6W70 +8W-70 37• +BW70 +8W70 +8W-70 +8W-70 +6W70 +00P0 +601-70 +8W-70 +eW-70 _ +007 +60070 +6W-70 +0IN-70 +80P0 +8111-70 +800.70 +6W-70 +001W8 +BW70 44' +eW.70 +OW70 +e0O-70 +Boo-70 +800-70 +601-70 +001-70 +BW-ro +BW-70 +9W70 +0IN-70 +M.67.7 +BW70 +BW69.8 +6Wd1.g +6W40.6 +QW62.9 +1-67 +aQlaL9 464N +60W-70 +6IN-70 +8W-7o +g0/-7D +6W70 +HW-70 +001-70 .6W.70 +8W7.8 +10-70 +.BIN-70 .eiiiav +eW-7D +eow.9 ./36.4 +BW-54.9 13 53Y1fie' +80/-70 +BW-70 +gWro +60170 +0W70 .fiW70 +BW70 +BW-70 +my -To +gW7o +6W49.3 .OW67A +6W49.3 5e• +6W.ro +801-70 .OWro +601-70 +BW70 +eWEgA +ow -we +8W-04.9 +6W6A9 +0W-GC9 83' am-ro +6W-70 +BW70 a8W70 +8W-A +6Wffi0 +6W629 1) THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. PRODUCT REVJSED rem wii/ 4be Fbwkla Building CO& Aseptrice No 12 EtpiAieo•131re lg By .Niaci P7o4d J LL } O Q Z Q o W r Q r U LL .. O 04 IL r Z o wa F- Do C Z yZ w w w < o Q ,t Z U t` O o0 0 �Q HW :X �U 00 LL h rcn y m • oHrnN � FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE n N n FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE ? OFRAME N a ASSEMBLY SEE SHEETS t, 4 8 5 r Z d o 10' FRAME SEE SHEETS 1, 4 & 5 FOR WINDOW w o ��- ASSEMBLY V WINDOW ANCHOR DIMENSION TUBE FOR WINDOW ANCHOR > a Y TUBE LOCATIONS AND B' LOCATIONS AND o i z QUANTITIES. SEE SHEET 3 FOR QUANTITIES. SEE SHEET T 10• MAX. A WINDOW T 3 FOR ANY ADDITIONAL DIMENSIONp • • FO ADDJTONAJ • • ANCHORS REQUIRED •A• NC�OR�RE9 IUD• • • FOR THE FRAME %PRTWJRAWE • • • • ADDITIONAL ASSEMBLY TUBE. 1 IWIITIONAL ♦Wro MBW TUBE.• ••• WINDOW ANCHOR DIMLFJC • • • • • • • • DIMENSION -F- N61F REQ. Slei REO• • • • • • • • •A• - • • . .. .. .. .. .. • • • • • • • A LYNN MILLER PE SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.9 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILICONE HOT -MELT BUTYLf EMENT POLYISO- FINT.GLASS NT FILL AREA STRUCTURAL BUTYLENE5/16" NOM. __ SILICONE SEAL )BUTYLEN 1/4" NOM. FOAM 3/16' NOM. BUTLICONE SEAL WITH DESICCROLL-FORMED ESICCANT DESICCANT FAINLESS STEEL GLASS EXT. GLASS EXT. GLASEXT.GLASS INT. GLASS INT.GLASSASS KODISPACE SUPER DURASEAL0 XL EDGE"" 75 AC!_` roc 78 SPACER®NXTTM aSPACER 8SPACER AS REQUIRED PER TABLE 3, SHEET4 Item Deg. # Description UAL 1 700S Main Frame Head Sill & Jambs W63-76 Alum. 2 7072 Anchor Plate 6D53-T5 Alum. 3 70D7 Installation Hole Cover 6D63-T6 Alien. 4 7010 FrameComerKey Steel 5 7078 Frame Gasket Vinyl Foem 10 7055 Fixed Frame Hole Plug PVC 32 1 1713 Setting Block 32"x3/16"x1- 4" EPDM 33 1 1714 Setting Blodc532"x1-716"x1-1/4' EPDM 35 7036 Bead 6063•T6Akxn. 36 7042 Bead 6063T6 Alum. 37 7059 Bead 606.'iTBAkm. 38 1224 Vinyl Bulb Wst Thick Flax PVC 70 39 1275 Vinyl Bulb Wst Thin Flax PVC 70 50 Dow899SilIconBackbeddin 70 134 Add -on Flange6063T6 Alien• 71 7OD4 Casement Frame Assy Tube 6083•TB AIien. 36 a #BXf- Qa•d Ih SM56talnllss5%el • • StairYese Steel 90 #12x 'PI.P1.14 a .StaiNssa Steel Part# Description Material 75 Kommeding 4SG TPS Spacer System See this *Sheet br 76 Gypnex j%WV Spacer&T v4itrFalpt Melt Bmt)d 77 ex eels • • • eMatetiels • 78 CAdlhal XL•Edg6 Spacer• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • " —+•� 1.124• • -+{I .125' NOK 0.43W j I��� .040" �J 2203' �'{ .093, .08Y 2.701' 11Tj 2.784" .28ir J .095 .093' � OFRAME HEAD, INST. HOLE COVER ANCHOR PLATE ADDON FLANGE FRAME SILL & JAMB O #7007, 6063-T8 O #7071, 6063 T6 70 #134. 6063T6 71 ASSEMBLY TUBE #7005, 6063-T6 #7004, 6063-T6 .050' L 865. I 35 BEAD B #7036, 6063-T6 .050' =��rj .865 l5 36 BEAD C #7042, 6063-T6 -•.7;. _.! ;:;. 1070 TECHNOLOGY DRIVE •• N. VENICE, FL 34275 _ Sri; •`,,; : ' ; .- P.O. BOX 1529 i,.. NOKOMIS, FL 34274 A. LYNN MILLER RE CERT. OF AUTH. #29296 P.EA 58705 .172' .870A I- •050' 37 BEAD D #7059, 6063-T6 JR 105/05/16 1 � " iced i y, V.W I Revision A PRODUCT REViSFD o amMYhB with ere Florida B.WiUg Code Dole 16-0629. Z TO THIS .j, M' Ptcdud Description: urmrn oy: BOM AND EXTRUSIONS J ROSOWSKI rtk: Dote: FIXED CASEMENT WINDOW DETAILS - LM 08/08/12 Series/Model: Scok: Sheet Orari.q No. Rev: CA-740 NTS 11 OF 11 MD-CA740E-LM I B MIAMI•740.1 DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION N07'TC'F nF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 Nib MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 209 T (786) 315-2590 F (786) 315-2599 www.mi a m i d ad e. eovIe c onomv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH.I). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has, been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- : Series "PGT" Clipped Extruded Aluminum Tube Mullion — APPROVAL DOCUMENT. Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 1 through' 25 of 25, prepared by manufacturer, 'dated 08/29/11, with revision B dated 10/10/14, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there ti% been no change in the applicable building code negatively affecting the performance of tais product. • • TERMINATION of this NOA will occur after the expiration date or if there has b� orl;xevisi;4: r�hange....:. in the materials, use, and/or manufacture of the product or process. Misuse of thisXVA 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 o NG A. % • 0 0 � � • • ; • • . ADVERTISEMENT: The NOA number preceded by the words Miami -Dade rd4nty, Sloridai and followed by the expiration date may be displayed in advertising literature. If an7 eo4ion of Ae )1OA is . • displayed, then it shall be done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by tithe manufacturer or its ; • distributors and shall be available for inspection at the job site at the request of the Bu+lfing Offic4ar.; • . ' This NOA revises and renews NOA# 14-1105.01 and consists of this page 1 and evidence pages E'1 alid E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. =Date:Aprfl .03 MIAMIOADE COUNTY (Approval 21 7! jl 0I6 • I e 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0819.OS) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202=94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5"' Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). . . .... ...... E. MATERIAL CERTIFICATIONS ' .. ...... .... .... 1. None. 000000 • 9*0000 .... . ..... ...... . .. ..... .. .. .... ...... Manue ez, P.E. Product Cot f aminer NOA 6-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying wi BC-5`° Edition (2014 , ated February 15, 2016, issued by manufacturer, signe sealed b A Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to POT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 02/12/15 and expiring on 05/26/16. . . .... ...... ...... .... ...... .... . ..... ...... . .. ..... .. .. .... ...... • • • Manuel , P.E. Product Contr 1 E miner NOA No.-0218.03 Expiration Date: May 26, 2021 Approval Date: April 14 2016 R-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE [—OPENINO wnTHMULLIONSsEEO.GAB.S AEETS2 SHEETS GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHESTO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4' FROM THE CUP. SHEE SHEETS 2-3 OPENNG VERY. HEIGHT MULL FOR LENGTH HORIZONTAL SEEDETAILE. Alllli SHEET FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST !@ / I11 MANUFAClI1RE0 BYPGT. i /SEE DETAILS A-O.G,H: HORIZONTAL SHEETS 2-3 MULL LENGTH HORIZONTAL MILL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONSMULL : —oPEwNADIR---I r--HORIZ. MULL LENGTH --I NG 'I LENGTH I� F r OPENING HEIGHT FOR OPE HEIGHT MULLL / Ir Jr HEIGHT LENGTH MULL L •• • • SINGLE MULLION SINGLE MULLION rY • SEE CORRESPONDING DETAILS • • MUMLE MULLION? FROM FIGURE 1 ABOVE. STANDARDS USED: • • • • • • • • • • 02014 FLORIDA BUILDING CODE (FBC). BTH EDITI�J • • • •ANSUAFBPA NDS-2012 FOR WOOD CONSTRUCTIII4 • • • • • *ALUMINUM DESIGN MANUAL. ADM-2010 • • • • • • •AISIS100.07/S2-2010 • • • • • 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U780. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS, 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 6) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/AGGRE.GATO NOA'S 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA MULL �LENGTH • INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD, 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. GENERAL NOTES..._._._._._..._._ 1 ELEVATIONS.-__.._._.__....___ I MULL TO 2X WOOD .._._._.+___. 2 MULL TO IX a MASONRY_.___.. 2 INSTALLATION NOTES._.._.___... 2 MULL TO MASONRY ......... ......... ... 3 MULL TO STEEL STUD__.._.__..__ 3 MULL TO MULL__...._._..._.__._._.3 ANCHOR SPECS_.._...___.__..__ 9 ALTERNATATE CLIPS....__._­4 BAY MULL INSTALLATION__.__.__ 4 1 X 2 X.125 MULL 8PECS___.._._5 1 X 2 X .375 MULL SPECS..__._._ 6 1 X 2.76 X.375 MULL SPECS .......... 7 1 X 2.76 X .05 MULL SPECS ._........ 8 1 X 3.126 X.500 MULL SPECS___.9 1 X 4 X .125 MULL SPECS.__.__..10 1 X 4 X .376 TUBE MULL SPECS_. 11 1 X 4 X .375 T MULL SPECS._.11 125 X 3.168 X 285 MULL SPECS._72 125 X 3.26 X .100 MULL SPECS__13 1.25 X 3.25 X .624 MULL SPECS.._.14 126 X 3.94 X .624 MULL SPECS._..15 2 X 4 X.25 MULL SPECS.__._.-...16 2 X 6 X .25 MULL SPECS ----------- 17 12B X 2.11 X .125 MULL SPECS._ 18 3V X 3.25 BAY MULL SPECS...._._ 19 45' X 3.26 BAY MULL SPECS..__._ 20 MULLION 8 CLIP DIMENSIONS___ 21.23 EXAMPLES 1 g 2.._......_._...._...._.24 LOADING EXAMPLES ......... ....... 25 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR' OR-TRIANGULAR/TRAPEZOIDAL'. 4) FIND THE CHOSEN MULLKGNS MULLION CAPACffY (LBSIFT') FROM TABLES 1A THROUGH 18A, ON SHEETS 5 THROUGH 2D RESPECTIVELY, USING PRODUCT REVISED n eemplying wNh We florid• THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MILLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE Bolding Code MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FP) FOR THE OPENING OBTAINED W Amplow No 8• STEP1). wN Bc�pnalpoD.te l 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED OJTS). THIS VALUE RWSENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. FROM THE ANCHOR CAPACII ON THE R ACTUAL SUBSTRATE TION (MULTIPLE • • • S) TABLE ANCHOR/SU STRATE/ANCHOR CLIP PATi RN MAY APPLY) SELECT AN ANCHOR CLE SHEET AND USING LIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR �• • CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LB&M OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOTHE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) IFrTHE DESIGN PRESSURE RATING (LBS/FT-) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION • • P I LBS/FT-OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION O EMBLY. • •8) HIGHMGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \\\ 7j7 ' No.58705 ' D 6 Q- ul, s TE F �C/., �0.(� •..,FLORIOP.•',�j��� A �MAI(Y M4,L1I21 E. FL P. 58705 DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) DETAIL B: MULLION ATTACHED TO I WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) I d \ 1 V a °Q b 4. 1� a EXTERIOR ° EDGE G DISTANCE FOR MASONRY ioml ANCHORS wILLION BUCI6TRIP TYP. ANCHOR AND PER SUBSTRATE. ATTACHMENT SEE SEE TABLES 111-16B BY OTHERS. SEE NOTE 1, SHEET I. I I I MIN t.7 KSI .: EDGE ' CONCRETE OR CMU - + I DISTANCE. F--^FSEE SEE TABLES I EDGE DISTANCE 1546B I e FOR MASONRY ANCHORS SIDE VIEW s ERHERTHE BTANDARD OFFSET MULL G CUP MA Y BE e INSTALLED BY THIS METHOD e m TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18-168 BUCKSTRP AND T ATTACHMENT BY OTHERS. EMBEDMENT •.. •• : • - SEE NOTE 1. ' ,'... SHEET 1. MN 27 KSI CONCRETE OR CMU FRONT VIEW SIDE VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BVVJD WALL DRE$JING If SvIC0% • 2) QUANTITY OF ANCHORS AND MULLION I ION SIZE SHbWN ABOV" Wt Py jTo1w.RWESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASEDHPARTLYpY THE AWCH•R TO Al"OR DISMTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MIST BE RDLL•WBD. REFER TOTHE TABLESON THE FOLLOWING SHEETS. FOR DETAILS A-D. EITHER 181E STARMIID OR**ERIOR CLIP"MOBEUSED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHFAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL CA SHEES 30 • • • • • • • • • • 5) FOR MASONRY APPLICATIONS IN MIAMI-0ADE OOUNIY, USE 4 CPUVV44 ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATMMAftYA•IC 0 . • • • • • • or • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • oY PRODUCT REVISED m c6mDlyl^6 whb •m FIMMIS Duildine Code o� Actept•1ce No P.s �tation PAIe �� By Miuni IIII F• : is i No.58705 =.� s oFi6.. '•, �` •. F10.21OP.•��` i '!cS`S�ONA�• � �` A. IM4NIMILLE6.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) ERHER THE BTAIAARD (OFFSET MULL CUPMAYBE INSTALLED BY TMs METH(OD EXTERIOR 4 EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE. SEE TABLES 1B•13B 16EDI AB:NT . l� MN 2.7 KSI CONCRETE OR CMU FRONT VIEW AND 1TTACHMEN1 BY OTHERS, SEE NOTE 1, SHEET 1. if.L THE OFFSET CLP IS RECOMMENDED FOR FlN•FRAMED WINDOWS. BUT MAY ALSO BE USED FOR OTHER FRAME TYPES. TYP. ANCHOR PER SUBSTRATE• SEE TABLES 'IS-13B EDGE • - . _DISTANCE SEE TABLES MIN 2.7 KSI CONCRETE OR CMU 1B-13B SIDE VIEW DETAIL E: -t 12s MUN MULLION TO MULLION INTERSECTION (U-CLIP) VARIES L TOP VIEW VARES-t----i ZINTERSECTION UCUP FRONT VIEW NOTES: 1) MAY BE INSTALLED IN 'TEE' OR 'CROSS' INTERSECTIONS, p # M n oY 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS• SHEETS 21-23 FOR CORRESPONDING MULLION. N 8m Y12 STEEL SCREWS. -/ SELF•DRILUNG OR PRE-MLL �2 MULLION AND USE SMS M m EXTERIOR SEE SHEETS M-23 FOR HOLE LOCATIONS EDGE DISTANCE 6EE TABLES 10.138 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CUP SHOWN) STRUCTURE INSTALLATION NOTES: TYP. ANCHOR 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A PER SUBSTRATE. SEE TABLES 1B-13B 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SEE SHEETS ® PRODUCT RC• ASED ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE 21-23 FOR as complying with the Florid• CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE LOCATIONS OLE Building Code 1�•"'O�L i$� 6 FOLLOWING SHEETS. FOR DETAILS AA, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. Auepmta No 3 EITHERExpiml' Done 1024 MULLION 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. By ® Mi 'Dada L 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADECOUNTY, USE ONLY M"-DADE •OLAITYAPPROVED DISTANCE ELCO ULTRACON OR ELCO IW S.S. AGGREGATOR MASONRY*NCHOFO . • • • • • FOR STEEL STUD97HINNERTHAN S&E38 TABLES ` �,r0 .�`GLNSt; •. �'Y • •• • • • • ••• • to GA AND COMPLIANT WITH THE FL BUILDING • • • • • • • • • FRONTVIEW W WCODE.A2X WOOD 13ACKER MUST USED. • • • • • • • • • • • • ATTACHMENT BY OTHERS. _ -n ND. ; 58-105 USE wood ANCHOR SPECS � �• EXTERIOR SIDE VIEW , NOTES: !6 Lu • • • • • • • • • • • • • • 1) FOR 2X WOOD -BACKED STEEL STUDS. WOOD E OF / • • • • ANCHOR VALUES MAY BE USED. %�nT'•.• FT •• • • • • • • • • • • t�' • • • • • • • • • • • 2) SEE CORRESPONDING MULLION TABLES, - �'T'1 � • • • • • • • SHEETS 5.20, FOR QUANTITY OF SCREWS. A. L I p 4LEf? P.E. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEE DETAILS AE, \ SHEETS 2 AND 3 FOR INSTALLATION X TO SPECIFIC SUBSTRATES. STANDARD MULLION CLIP MODIFIED TO FIT HELD CONDITIONS. INTO WOOO,STEEL ALUM. CMU OR MASONRY EXTERIOR O SIDE VIEW SHOWN WITH 1'X V X.12V MILLION TYP.ANCHOR PER SUBSTRATE, SEE TABLES IB-NB DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) ® I ® INTOWODO.STEEL, ® ® ALUM. CMU OR MASONRY EDGE DISTANCE PER AN EDGE • • • • • • • • • • • ,.,�_ _ _® F DISTANCE E • • • • PER ANCHOR • • • • • • • • • O NOTES FOR INSTALLATION OPTIONS F: • • • 000 • • • • • • • • • • 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.21r X 2.1 V X .125- MULLION. 2) SEE TABLES 1B-130 FOR ANCHOR QUANTITIES VD SV" 21-23 FCWLkIO4 LOCTATIONS. • • • 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPyCAWON. • • • • • • • • •• • • • • • • • • • • • •• • • •• ••• ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• PER SUBSTRATE. SEE TABLES 168 OR 160 EXTERIOR 2' X 6' ANGLE CLIP, 2 PER MULLION END, MUST BE �94TALLED INSIDE OF BAY MULL Y EDDEOST110R pFR 4� "O NOTES FOR INSTALLATION OPTION G d H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL G: SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL FL- SEE TABLES 16B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE LOCATIONS . RN o� Ell PRWUCT REVISED I m c—plying with tho Florida Code A—pl.—No 16-021$� ^j Pspirran Date Z� LYNN .I ////" L _t ; ND, 55705 c Ly = '13. :o.C� FLORIO, 0" C� F FL1L 58705 5170 P.E. F 2Ar0m I.t6'Min.0.GJ FAN "-%9 [ww a.Hw •�•• •-•• ._.. - •, � icc sc nc Creunnrtn V9 IP. NOTE: FOR THE OFFSET CLIP. USE THE SAME ANU—"K rA1 I mn--- FIGURE 1: FIGURE 2: TABLE NOTES: PRODUCT RGVISED 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. o,�e ith Ih FWrib INSTALLATION SHEETS 2-4 FOR GENERAL INSTALLATN METHODS. '1 1•00(r I` odo IAcocpt--NP •O ) 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE- e ini Dab -•�l By FIGURE 3: Mi irll 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21.23. i t • • • • • • • HIES TDkE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000• • • • • • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 12V ��(LYNN ANGLE CLIP MUST BE USED INP • • • • • • • ♦)6UBSlRATE3: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED �� O� ... • . �FR . i�.•'�GENSf `•..�c • • • • • • • CONCR��T C BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BEPRESSURE-TREATED r �• FIGURE 4: FIGURE 5: FIGURBIBr • • • • • • • YE1LWI UTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125' I �: THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL. STEEL TO BE AT 1• X 2' X .125• MULLKW _ y; : • No. 587OS LEAST THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEASTEA 3 SCREW THREADS BEYOND = � � I )lL.1111 •—••_•� • • 000 THE MATERIAL iF10 d 812 ANCHORS INTO WOOD MAYBE STEEL.18.8 S.S. OR 410 S.S. 1 /'� : uj ` PLORN • • • • • • 0 A. LYNi11 FL P.E.# 58705 • •• •• • • • •• •• ••• • • • ••• • • .... ..... ........, .,« .e tue ereuneon n ro NOTE: FOR THE OFFSET CLIP, USE] FIE SAmE wvia•n —1 1-- FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • ANGLE CLIP MUST BE LIMBED IN IV • • FIGURE 4'. FIGURE 5: FIGURE B: • • •• ••• • • • !1 • a) MtJLUOff AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21.23. S BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. NE SNOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. r) SYIBSfF TES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083-TS AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AN9.04W THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEASTi125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THEsMATERWL 00 6 Al2 ANCHORS INTO WOOD MAY BE STEEL, 188 B.S. OR 410 S.S. • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 • PRODUCT RBVISBD w mniplring willsm ftff1fi Building Code Ac 01D No Iff-ow ".I ( LYNN 1flee // �10ENTC'•.•F9 �� • No.58705 ;Ape•. A. L'`MN MIL104, P.E. FL P.E.# 58705 TABLE 3B MChor Bub.wa 2.7k Core Capaclity 3.5k Conn. Table IDa Holoaa CMU Faed CMU PT 1M10 Me1M 1C EMO 5110Etoo 1/4'88 Eko a108W 4128W 11231ed AwhorTypa YIB• Eloo IlNa 1/4' Eko llannon Yta' Fbo uaaoan 7/1' Ebo Ukxon W—W Awr Oomr ft, 05) .875) 8aaa (O5) AnchorCUP Patl•ma I• 2-172 1Va' 1• 2-17C 1• 2-1?1VS Y 0.5N 0.32/- Edps dsYno•Mk 1' 2-V7 1.3M' tVC IYN• 1J/1• 2' 1-7N' 7•W 1.1M' 1-1H' 1-VP 2' I'v 1.lIT 1.3•' lads Etnbe•onl 2M,hM@Vr MYL0.C./8Wid-d-0het CaPfW lk 390•0 390 ao 459M a9ob 154b T10b 2aD IM 35Nb 7e0b I 554 We albb 311b Ntb 455 b 590b 1120 b tk 400 b 700 b A WA tUA 3a0 b WA WA WA WA 002 b N Anehon®Y Wn. O.G/(2)2t5An0N Ctpa /(Flp.3' a0b 7a0b b 1580b b SIOb 580b WA 50bI 1802b aa2b aa5lbo t120b2Ane 775 bfArcaior7r-txp ( 4): WA WA WA A WA IYA WA WA WA WA WA WA WA . . ffb 5k ta5b 195b 226b N5b a22b 135b t101M 177 Da 370b 332160 47310s 170b 721 IW Mob 2Aminn 01.15'Mh. O.CIF a. 240b 355b WA WA WA WA Mko WA WA WA WA WA 3/1b N2b 590b NOTE: FOR THE OFFSEI txw, Use I ne JAM= Anv— r.., , —..,— -..., •.... - - - - %____.)UKL;Leu VALUCJ m u— l" l nr= — —. -, --. uCUY Cel0kl1111 A. (DP_) X \ ANCHOR CAP. ANCHOR ANCHOR CAP.,, `MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR 'CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE FIGURE 1: FIGURE 2. TABLE NOTES: --I 1.000' r • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. • • • • 21ISNEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. *4 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 2.7b0• • • • • • • • • • • i • • • HOES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • • • • • • • • *MURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED FIGURE 5: FIGURE B.,• CONCRETE BLOCK LN4IT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED AN SG OF 0.55. ALUMINUM SHALL BE W63-T5 AND BE A MINIMUMOF.125- —375' t FIGURE 4: • • • • • • • • • • • • •YELLgW SOUTHERN PINE WITH • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE} STRUCTURAL STEEL TO BEAT • • LEAST A25' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND OR 410 S.S. 1' X 2.75• X .375' MULLION • • • • • • • • •THE M,:ERIAL #10 6 #12 ANCHORS INTO WOOD MAYBE STEEL. I" S.S. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4,• ••• • • • ••• • • oY PRODUCT REVISED as oamlayina wish W FIOrih Euildelg Cock 1(o-O �. ..YN1V .. •�1GENSF •. .(1 T No. C-8705 �t ' -...art 6 U :,yea; P.E. FL 'E. 58705 2 Anehon 1.15'MtL O.C/F�7 er uuw aavw ..•. •-^ •_•• �-- --- eon _ _ __ __ - NOTE: FOR THE OFFSET CLIP, USE THE SAME ANGHOK I'A I i ENN AND AiiCHOR -_� ...• ujKC;LLD VALUES ARE USED nv me vw� �� v'� �' •.-� • -�• FIGURE I: FIGURE2: TABLE NOTES: -.1 1p00' r.- • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2_" FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • 2) LIy6jPR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. FIGURE 3: • • • • • • • • 3H)Oa UWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. 2.760' •� • • IN THE FIELD ING NSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • • • • • ffft OW SUGGD ESTED. APPROXIMATE HOLEILOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED 1 CONCRETE YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6W3-T5 AND BE A MINIMUM OF .12W FIGURE 4: FIGURE 6: IGU E 8: • • • • ti11 STUDS TO BE A MW IMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1' X 2.75' X .850' MULLION ®• �� • • • • • • j'C t THICK AND A36. ALL ANCHORS '• • Tf %7E9WL. #10 E #12 ANCHORS INTO WOOD MAY BE STEEL, 18-0 S.S. OR 410 S.S. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED az complyu�{ wRh Yn FNaid• Buildint Code 1(.021�i.03 Accepn•u No Bapinta�a Dale /4,Oa NO. 58705 rri %?p STAr - Orpt ORI vNA� �` A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 5B wncnora.� Slbt•le 2.7k C=Ide Amhwlhe 311P Bcoll2mm Yr Eto U•tm 36IC•Ie. �u �0 Ndw CMU YIP EIco Udsm Yr EtoU4acm « d1PEko ura[m F•OdCMU I Y 33 DOOM o AmwDOdor PTW000 /1081ed such(a6) MI28Xs1 s[Iw 6l6) Md• n281W saw (G6) AnchorClP Psthm• EO2e Oshme ft 1• 2-vr 1' 2-Yr 3-19•r2?oal 1• 2-Yr r 3�1IP r 0.4r 0.6r 032r EmOMII•N 1J14' tyr 1JI1' 1J'r r 1.1/r 1-Yr 1.11P +-1/r r 1.tt' 1JIP weea 2 AIIMDII®47P Mn O.C./ Slad•O V OEM Cap M Ix b 3oDb 450b wdb 16Mb 36/b 740b 374b 664b a6b 311b 14zb e5ob 4 AKOars 1.15• Mh O.C. / SMa101N (w ORN)C 1f+4 2)' 460 b no b WA WA NA NA WA WA WA WAb186IOa 1121b4 Amhon 0 Y Mb. O.C. 1(2) 2xa CIq/931 7m ba 7eob 680b 1 tl 1606b NA 760b 746b b 1120b3ARtdd 00.A.••MD.O.C.IU ,bb.12PAM�I. alp 4) WA WA NIA WA NM NA 177b WA 370b NA win WA W2b WA 473b WA . 170b WA 221b 1073b 260b 106b 226b 415b OWIX uY WA NA WA WA 1 041 DI 442b :SOb 2 A+Kildf 1.1S NA U.GIr eT � -- '--- NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. ANCHOR GAPAGI I Y AW Ub I MCN 1 rviwu A: ANCHOR CAP.--) µCHORCAP.,. )X `MULLION CAP ­ USE USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO OUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • 21 bINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURE 3: • • • • • • • • • • • • 1) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • • • • • • • • TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • •• 000 • • + • •FJWRES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CUP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS, HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHAD- BE PRESSURE -TREATED FIGURE 4: FIGURE 5: FIGURE 6: • • • • • YELLOt�( SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF .125• I�r��I� • • • • • C4.. V EL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT �� I� - • • • • • • LEAST 125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND • • • • • • • • : 71• r: MAT:RIAL. 010 S #12 ANCHORS INTO WOOD MAYBE STEEL, 1"S.S. OR 410 S.S. UU__1111�� • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • enenA )r PRODUCT REWSED me AYM6ailhWeFl " 13WIdi[IS Codc pvgn4d[oNo ( %jD21 e>�rd�n Due V. , 1(1 I I I I I III7 7 C•F'P i No.58705 -0 611 IWONA- �... A LY�INIMILLER, P.E. FL P.E.# 58705 TABLE 8A Mutton Capae Tbbl• 9 Opening Width (forlel9cayvperclnB m111au) or opening Height (for MdfAr6a"penning 1001n 4laWed• Twp/r1WiO Lad 9 Loodnp mMone) 1201. Roo4npi• , T1apR1f•e• Imdb• Lo9d1e NN peowafaf 714p7I IK4 Nh Rto•g3• T1apR1W. loodef Lade 70In IYet4141A. T<a0l0101e• Lo0d1Y NN R4ataeWA• T�•43 Los" L..*V 90in 1 Iioel WOW 7 WN-4} t4•die Ioede 140In fLaWptal Trop/OWq. LadaO Lood a INN aaeWaoPir T1op/14•e. Lode loodry I x 4 x A25 wAluwulon� Laaft IAadn $Lao" if 3 g ffivi � t d � f � , I 1 g g 42In /Bh N.628N Nh Nh ON S OSN 72N 76N 7Sh Nh OSN N Ill h 1M.Q 170A 170A 170.0 I70.0 170A 160.1 1359 6A 700 7Q 797 NS 970 N7 6N 170.0 170.0 170.0 17oA 170.0 170A 170.0 112.7 435 w 603 3/2 701 7N 7N 737 170.0 170.0 170.0 110.0 f00.7 1312 137.f IU1 N2 K.0 60.0 17.0 37.6 ]0.9 7N ON 6N ON 1N2 NQ N7 M9 762 224 6N 470 l71 367 170A 170.0 170.0 170.0 170.f 1pA 140.0 121.0 1026 NA N.7 19.7 71A 31.3 Ile 6N p1 691 7W 646 7N 722 662 621 /71 419 336 SN 170.0 IMO 170.0 Me f121 129.E 118.1 q,0 /26 70.] 10.7 N.f 2LA 20.5 we 912 ION Ill$ 1N2 fig Nl SN 7'82 724 643 47/ 377 167 170.0 170.0 170.0 170.0 lem 14M 1]0.1 100.9 NA GA 629 N2 30.0 37A 805 BN 6N 7N 032 7ff 76f 703 S/O NO 450 112 ]30 313 1)0.0 170.0 170D 1NA 125.1 113A 107A N.9 722 SBA IJA 36.0 262 232 f12 1133 1195 11N 1042 N2 9R Nf 762 734 613 473 377 357 /70. 170.0 170.0 170.0 MT 131.0 117.7 10.4 as 74A 47.1 70.5 26A M/ NJ 721 WS N6 702 76i 695 on IN /63 100 32S 30f 170A 170.0 150.1 1372 1112 100.9 91.1 76.6 N2 NA 30.9 71.8 22A 20.f 1116 1273 1236 1150 1042 902 N7 ON 782 724 S43 176 377 367 170.0 170.0 170.0 17U 136.3 121A 1017 M.7 742 N.1 42A ]4A 24.0 22.0 521 PT 7/7 437 NI 703 73e 6N 020 Nf 462 4N 321 306 170.0 1N] 140.5 Me /NA N.7 R.7 A.9 57.6 63.1 3/.8 20.7 20.1 10.6 12N 13M 1TJ6 1156 1042 f►2 N7 N9 752 721 6O 17t 377 767 170.0 170.0 170.0 17ee 130.2 11/.t 100.2 32.7 692 63A i9b 320 220 20.1 021 6N 756 NO 791 7N 727 675 N] 513 4N 3W 317 301 170.0 iN2 117.1 102A t7,4 76A 60.9 SU 40.1 N.6 29A 27A 16A 10.4 14ee 1303 1236 11N IN2 902 N7 Nf 702 724 643 47t 377 757 170.0 170.0 170.0 170.0 120.f 100.1 OS.1 76.3 52A 57.3 34.9 28.1 19.0 17A W1 080 7N Sol lt2 743 713 069 N2 6/3 138 705 310 2N 145.6 111.7 105A N2 71.5 N.8 N.1 NA 412 382 7AA 10.3 14A 1469 1N3 1236 1158 1N2 992 0/7 N9 783 724 N3 418 S77 170.0 170.0 170.0 1702 125.1 fOBA N.0 726 60.9 N.3 32.1 25A 17.1 521 010 7N 661 782 7M 711 042 697 687 4N 3N 3N 127.4 97.7 $72 772 63A S0.7 61.T 42A 33. 73.4 21.7 17.9 1439 1300 1235 1154 1042 992 N7 NI 702 721 54] 473 170A 170.0 170.0 170.0 130.1 1N.0 N.0 72.4 NA W.5 30.7 7A.2 521 610 758 051 782 7N 711 as1 N6 663 426 375 110.6 762 120.7 BN 108.11 NA 57.3 724 6N 471 111A 71.f 65A 074 4N 427 40.3 ]7.1 i7/ 357 I1.1 37.0 3{f 32] L101 120In 20.3 305 ZIA 279 2L6 306 2LI 274 21A 306 i1.7 Z70 14.7 706 192 1Q /0.1 306 17.3 293 144 N . 17A 212 172 198 TABLE 6B Anchor C9 col T able bt HWwCMU Fled C41U PTwaoa Alslal SUM•tr. 2.n Canerel0 7.5k Gone. V4 Be EMoFWIgr"Elao 1MesEkO8108Ma1 M281M1 8128Id AnchorTypo: ]ItS Eleo u9eon 111• Eb lgnem yN. Ebo ubooanAppnOoaoon Yir ow IAf9een 1N'E1oo LbKmAnchor ApyoOsW 8en•(Os)Bo•7(OS) 17or9w (G5)Ed90 CBp PaWm6 2.1IT 1• 2.1? T lC T 0.4e• 0.N•Embod11oa1 D1oW" 00 1 2-1123-I/YrWA 1.114'A' 1.114 ie T NIB• Id vr•a (N): 1 ty1 3tOb 4Nb 890b 1N4b 200b 354b 7Nb 374b 5N Ibo 946NO 341b M2b b 2 Mdl Q4.7Y MN .C. I SNnd•d a OMW COP(FW 132k 390b WA 630b WA 0Nb WA N2b 0Nb 1110b 4 Anclgn02.2Y Mh O.C.18W1d•d(a O84a1 Cep W0.3k 7Nb 7Nb SNb H10b OStbNOIM WA WA WA WAMI 1770•0 2240 be 8 Aneh•o01.IV Mh. a I SW1d•d to 04w) Clp lil6.Ik 9Nb 1NOb9 WA WA WA7Nb 7Nb 1481bo BNb b 1120bB 1Arc11xaQ YMN O.C.l R12+5 A1pM L7Do/W9.5k 7Nb 7Nb MOb 16Nb 15N•oSSOb WA WA 1/Nb 1122b /320b 1BNp4 Mal-0 YMN. O.G/R12a3A1eM C6po/�i0. ek 1170b 1170W. f0®b 2NOb 26NbeNb WA WA �12 1470 b2 Archon Q OA6• MN O.C.I LLISp k".12Y A►m. V;W 7k WA WA WA WA WA WA WA WA WA MObb 5B0b1 Alchan Q22Y Mh O.Cl FC00 (FIO Ik 3N be SNM 2Nb 705b (74b '2Nb WA 313b WA b 1120 b Arohao i.tS Nh O.CI i17p IRO Sk 4N b WA WA rune vet WA 1Gc se TNF WA 38D b CTANfIARf) CLIP. WA WA WA NOTE: FOR THE OFFSET CLIP, USE T Ht SAME Ard ' n -11 a:1a� a.1.1.1 ANCHOR CAPACITY ADJUBTMENTFORMULA: (DP-) X _ANCHOR CAP. - MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: FIGURE t: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 8: FIGURE 9: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE FT. re • • • �� • �• tBE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • t • •• ••• EXACTE. FOR DIMENSIONS, 21-23. _ TOMULLION AND E DRIL D IN THEON CUPS SHOWN FIELD FOLLOWING D MENSNOTIONAL RESTRICTIONS SHOWN ON SHEETS 2SHEETS.. IGURES SHOW FIGURE 5: FIGURE 6 FIGURE 7: SUGGESTED, APPROXIMATE HOLE LOCATIONS. • • jo.- 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED•CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW •SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063•T5 AND BE A MINIMUM OF.125- THICK STEEL • • • STUDS TO BE A MINIMUM GRADE 33 AND .04W THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125' THICK ANGLE CLIP (FIGURES 5&6) MUST BE USEDd16PAIRS. • • • • • AN ANCHALL ANCHORS INTO ORS INTO WOOD MAY METAL SHALL L, EXTEND AT S.S.R 41LEAST S.S. SCREW THREADS BEYOND THE MATERIAL S10 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I.000• f- 4.000' 125' 1'X4•X.12lz MULLION PRODUCT REVISED m �dri1u with we Flo" Building Cade f'o•-b218. O Ama-c 740 • No.50'/05 'ETC •.,/-L0R10P.••�C A. LYNNI�LR, P.E. FL P.E.# 58705 TABLE 7A Mul9on Capacity Table be Ix4n.b75 Alum. r 0V So Ltg� In TrepIT1W. Lod+9 eon WeutpO• Los" TnprTd•+0 Loeft 70 Reel•+pdr Laaro Opening in T1aWTdsn• loans Width (for R4o141V�0e1 laaaro \•rbca"Pelr6ltg pn T4R1ong. loean9 IntAions) or go Rad.N.I9r Leea+6t Opening Heght In TMM.% Loaans (for RrreMrWw ladro hodmr4aq•6pemkg loon TMPrM•+0 LoOaro g�gg fill mullons) 1201n 1td-PW la0aro Ilr•rhien0. loanp 1{0n Pect•w. LOeaO Tr9pM•10. Loeatp ISO Rscf•1yMr Le9an9 g� in 111NM•+9• tadro 42In Nn 50.026n 64n 00M 031. een 72n Ten 9 701n 9fN 10egt 111 n 120n 1ra0 s'N 1ra0 435 1ra0 624 ill tick 744 170.0 No VISA Us 170.0 ON 170.0 IOQS 170.0 Me 170.0 11N 170.0 127E 149A 1754 136.4 1t7{ i{2 742 MI Us 40.0 606 Ss.D 476 I II 17oA 413 17ao Go 170.0 1131 17" 001 1ra0 797 170A 050 IT0.0 9W 170.0 1001 150.4 tOfi 147.tl 165 73e 772 S62 63.6 US {0.3 {96 30.0 426 II 170.o Me Iran, sot 170.0 lots 170.0 Ills 170A lil0 170.0 1302 170.0 IN 150.e 1320 1262 11M +16A tI{ 77.2 8" 63.E 743 44.7 08 {1.2 655 32.E 4TS Intl Ira0 IT" Iran 170.0 v0.0 17L. ts0.2 f70.o 120.e 62.1 672 48.6 42A 53.7 500 630 US 764 67s to l- 1101 991 SIT 724 041 513 4eT 420 I'lI 1ra0 Ira0 Inc Ins 1ra0 170.0 160.E 477A 1127 100.s 67A Sal 30.1 35.0 25A 092 11i3 Me 1276 1417 146E 1472 1720 Ifs4 1124 6M 7{2 6s6 656 ne 170.0 1119 170.0 eel 170.0 723 170.0 OW 1ra0 914 170.0 1013 170.0 1050 149A 105i 120.7 he 116A pt 73.3 712 69.6 831 41.4 50f 30.0 450 7fA N4 I - III 170.o Ills 170.0 7276r 170.0 1345747 170.0 1434637 170.0 7M199s 16&7 15Uf070 142.9 14721146 717.3 1]201- 09.7 1164904 W 1124 00.1 N4762 49.E 742 34.4 605 32.0 555 26.3 476 I 170.A 621 s77 9I 5&1 s22 37.3 496 342 473 20.E 409 vac 1ra0 I70A 170.0 155.E 141.0 126A fO6A s0.e 53.0 54.0 446 31.1 25.0 22A 1710 1417 1494 16N 1019 1542 1472 1320 1fa{ 1124 eN 742 516 545 475 i 1rae 621 +70.0 600 170.0 76a 170.0 691 Ira0 1033 1ra0 1122 154.5 1130 120.E 70/6 IOTA 952 94.3 006 61.4 ew 4114 614 ]I2 492 41.4 48T 246 404 v0.0 14M 170.0 1700 170.0 1797 1s&f 1799 129.E 1619 117.E 1642 107.1 072 s0A 1370 7/A 116! U.2 1121 46.0 6N ST.1 742 2s.t 60s 24.0 663 19.0 475 IM 1rao 170.0 170.0 170.0 169.E 147A 117A "97.6 09.0 642 Ii.O MA 27.1 21.1 621 NO 7S6 eel 10D 116a t1a 1034 916 590 s7S soD 461 467 795 1ra0 1735 170.0 1. /50.0 1N9 137.1 1796 tits 1619 100.7 1642 91A 1{72 75.4 1i20 64.1 11s4 69.3 till 16.E eN 31.1 742 27.1 566 2oA 1f65 tf.3 {75 t7a0 121 1. ago 1ra0 766 170.0 K1 170.0 10W 14&0 1707 140.0 1101- ft2A 101i 97.1 927 f43 NI S0.0 B86 39.s 600 20.0 4T2 24.3 446 10.7 367 170.0 1903 ta1.t 2021 136.6 1910 120.0 17M 972 1619 60.1 t6{2 eDA 1472 66.0 1320 56.1 4164 51.0 1124 Sao 644 21.E 742 19.E 666 1&0 Us 141 {76 IT" lick 170.0 176.0 170A 107.E 146.0 117A 921 I"1 Q.7 37.E 24.7 22{ 17.2 US 6eo 7e0 Set ta7 1101 ISM f017 U1S eel Se4 446 a42 361 1ra0 Toe 1ra0 747 inn, 170A 613 e12 170A 7W 170.0 1ra0 665 030 170k 170.0 701 745 170.0 170.0 t70.0 f00.1 9.7 074 112i 1121 170.0 170.0 170.0 170.0 111El MA 03.2 709 s7IS 917 067 a63 Ue a9.1 S{4 742 WA 6" 57A 4a6 E65 473 G0.6 46.{ 603 433 144n 2e.4 s7o 70.7 306 22.0 330 224 30/ 1&@ 330 10.3 297 16A 730 ST. 2➢7 .....,..e nwn.rlry en ware o ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. --{ 1.DOD' [-- TABLE NOTES: t) SEE SHEET T FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION FIGURE 1: FIGURE 2 FIGURE 3: FIGURE 4: FIGURES: FOURE sk ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • : • • • i • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • • • • • •• • • • SHEETS1 2 SHEETS 23. HOLES TO BEO DRILLED IN THE FIELD F3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO OLLOWING EXACT FOR DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. FIGURE 5: FIGURE 8: FIGURE 7: 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS. HOLLOW AND • N • • • • • • • • ROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CAD. WOOD SHALL BE • • • • • •2ESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE • • • • • • • •• •• • • • • • S • • • • • fjp63•Tb AND BE A MINIMUM OF .125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' • • • • •WICK (IIIGAUGES STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A38. ALL ANCHORS ANGLE CLIP (FIGURES 5&8) MUST BE USED Rd4AIRS. • • • • • INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 6 tt12 ANCHORS INTO WOOD MAY BE STEEL, IBA S.S. OR 410 S.S. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • PRODUCTREVISED as complying wilt *A Florida Bdldiry Code' OZl$.O Aeaw,naw 6- 3 etpwip D- 2021 :� IJu.50705 X 081 A. LSWN+MILLV= P.E. FL P.E.1t 587D5 TABLE 8A Mullion CapacIty Table tbs OpenlnpWNth((orva*a"peMrymtAoro)orOpenMgHd ht(forroAmAelly-sp n0nvAoro) 50In SON 70In 00in DON lw In 1201. 140N IN in R hW r R4tlnpier Trapna09 R4at411pdr >i b. RdrtyW TnplMsnB R• Ur*A r 1196In1M4 RWtrpa• LodnO 4mlfar4 c�n0 Rsc "ww Loe•n0 T1s9nK-& WWnO Rscl•tpasr laan0 Top/91rn0. LwMO 125" x d• Ift Laadtp L",rq L-ev "W 1•ooft Lotln6 Loft L drV 3.186" It Alum �g g� Tube Mupg� if I if if ¢ggg if 42In IMA 920 IroA 4N 1m0 744 170.0 478 1roA 888 tra0 M Imo M Imo 510 Imo 1116 170.0 621 170.0 1210 170.0 52t 170.0 14N tm0 621 im0 iM 1ra0 521 +61A IM 170.0 521 IBN 1m0 Toe /ro.0 S31 1m0 150 1ro.0 SN 170A D9i Iro.DJ7. 0 1133 170.0 061 170.0 127s 17OA 6n 1ro.0 1N7 170.0 beo 1N.9 1618 1raD DSo +J2.7 1sN Iro.O 680 116.E 16N 1mD 9eo won In 170.0 747 170.0 N3 170,0NO 170A 831 170.0 1046 170.0.0 1t05 170.0 M 170.0 1345 170.0 T41 1s7A 1408 139.2 IM 176.0 M 119A 14N 170.0 766 1N.4 14N 170.0 750NN 170.0 M 170.0 612 Imo 958 1mD W f70A Me 1m0.0 127s 17Q0 am IS& 13ro 170.0 $37 146.9 1370 TT(L156 122] iJ78 1700 161 tN.e 13T6 1m0 N1 D1.7 1J7a 170A Nf BON 170.0 MS 1JOA rot 1m0 fOW 1m0 7D7 158A 1158 170A9A 1156 187.1 SN 123A 1168 156.8 919 1112 1159 92.7 1155 144.8 90S 78A 1168144.8 906 W.5 IM 144.8 SN S3N Imo OJO 170.0 745 490.1 1051 1m0 $50 1372 1051 16L9MI 1061 142.0 946 IOL7 1051 M3 a37 sLi to51 80.1 1051 119.5 622 80.6 1N1 110.1 921 60.0 1061 119.1 ett M I39.3 OS7 161.E IN 110.4 9W 134.0A 957 121.6 T71 02.8 057 112.6 767 SU 967 f00.6 759 00-8 057 +o0.o 7N 60.7 057 98.0 748 1Q.2 957 De.9 748 00M 167.1 057 170.0 BN 91.4 a60 713 8N N.1 550 644 04 7&1 N3 63A BN 723 Q3 16.0 8N 69-9 On 40.2 901 N.S 626 721n 120.7 ON 1362 696 IWA BN 1162 BN 91.1 ON 101.34 69A 670 30.1 722 56.7 N6 J4.2 722 662 6N 7a N 700.4 T22 114A 630 912 722 972 S/S 702 M SU.4 722 76.7 596 80A M m3 5N 5e.7 7= 4&6 690 46A 722 v 060 99.6 586 72.3 60 78,53 ON 70A 608 562 N5 04.5 6 60.0 886 N•1 5M 422 686 N.J 64] 392 NS 61A 677 ]1.8 606 N.T 6]6 SJ 791n 1N.2 6N 106A 000 NA 610 40A 426 310 615 i7A 423 27.5 a13 31.1 H3 2JA 513 ]OA 107 20.6 513 20.1 4N 00N BSA 616 6fA 137 N.D 616 37.5 N9 47.1 S1S 50.12 615 N.7 4N 36A 302 453 33.0 370 27.2 467 30.1 374 22A IS3 29A 3N IAA 463 2/.J J60 17.0 463 220 356 M N 54.3 453 56A 4N 45.3 453 47.1 307 3L$ 453 41.0 391 33.9 453 38A 385 INN 3D.f 3W 30.0 323 31.8 3N 32.0 316 27.2 30 28A 313 23.6 M 252 $06 212 354 227 304 10.1 J68 20.8 300 16.6 J68 10.0 2N 171 N J6.1 379 35.8 ]06 'K-] 378 ]0.1 3N 20.1 338 20.1 297 22A us 2a2 263 1D.5 336 20.0 289 17.6 336 10.1 ZN 120N 27A 2110 2L3 2N 232 200 no 260 10.9 no "A M 17A 210 f82 263 15.4 7D0 10.4 246 144In 16.1 201 16A 1M I A7]LC 06 AachorCopecitY Table IW SOtsaala L71 CMI" &5kcom-1 HOM CMU FOWCMU PTW600 Mtle1 VI•ss FY &IlrEto Vr ss Elco 9105+e• 812sfed 912alert AncOa Tspa y1P EIw 1Ats:m U4•EkoU9wcae 6/18'Elt0 11•elan YIP E0c0wmtn V4.OcoUxncon A00teUtla Ug,.,n AgWVMe sc-(06)suar(05) seropq An6horChp Pdbma 2-/li V 2-1/2- s1aP P 2-V2• V 2-V2 z S116 2• 0.48• 05r 0.9A' Edge 0IMBrce On) FlsbeOsea 1• t-0I4' tar' VV4• Ids' P• I•V4• 1-VP 1414• 1.1-r 1414- 1-1/f z ia'6• t. hoes 2 Amon 0479 MIA O.C./ WAd" or OMICp r41) 300b 30Db 450 Os 000to 16Mb Z70b 26Db ]54 ttn i40b 374b 6Nb N6b 311b /42b 960b 1120 Er 4 A-h-a 1.17 MN O.C. I swdw (Sr omd)C9p M 2) 480 b 700 •a NIA WA NIA NIA 300 •s NIA WA WA WA WA 662 b 885 to 4 Archon® Sr MN. O.C. 1(2) 2t5 Ar••CIPS/Di93) 78D Its 700b 61108x 15M" IN6b 540b 660b NU 760I06�WA NIA WA U30btArctnr/FCep 4Archon 0 OAV MOL O.C. I UCIP. IM 126'ARM 4) N/A WA NIA WA NM WA WA NIA WA WA 332b WA 473Me 170b 221114 280b 0106t 195b 105b 211" 446to 622b 196b 14Db 177b 3701b1e7b WA 341b 442b t160p 2 Archon 0 L1C We 0.CJF 210b 350ee WA WA N!A NIA 100b WA WA NS1 WA NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 3: FIGURE 4. FIGURES: FIGURE 2: • • •• ••• • • • • • •• • • • • • • • •• BE USED IN PAIRS. $IGURitC• •• ••• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORCAPACI7T AWDa I.1CN1 run - (DP_) X ( ANCHOR CAP.--) .ANCHOR CAP. - `MULLION CAP.,,,,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MUW ON. IT WILL YfELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: ION LOADING. SEE SHEETS 2.4 FOR GENSEE SHEET 1 FOR INSTRUCTIONS ON ERAL INSTALLATION METHODS.ING THE TABLES DSHEET 25 FOR INFORMATION 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND _GROUT-FRLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL • BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SWILL BE :5063-T6 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND •045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A25' THICK AND A36. ALL •ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • N10 & #12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S. OR 410 S.S. Q'ea PRODUCT REVISED a c•mplyin wild *A Phis °atldmy Code L ro- 6211 AcaoWroTb _ v 1111n1/I 1✓ LYNN NU. 58705 �'• S,IEU° ,SS�ONA� t E� A.LYNN#AILL��2 P.E. FL P.E.# 58705 TABLE 9A MUIOon upecity Tema 66IR2 Opening Width(Iorvarbaayvard mlione)0r Opardnu Heght(brhoarl2orbly4palWng minors) SOY 60h nh 1 1. 1 Y 1 1001. I I /40h ISO 128Xg2g WANIOAr Le6tir9 T•"-W L-ft w61a9d6r Ladng 71e0/le•Y Lad" R�elenpufr L--*o T•p rNK IOlawow LaMO Tr4 w-4 LaWN nlela•Y Luting T•p16np. LadeO R.W.WIW IeeeYO U-,WK La•• RIeWVA, Eating TWIlitng. Leetii• P-11P Lae619 T•NhWO Le6dn Relowmw L-kill TWO11Wi0. LoetiOs X.X WSia�T $Eating QY 110.0 S30 170.0 436 I7a0 744 170A 478 170.0 060 IIO.o 506 110.0 Nt 17Q0 Sri fn.0 1110 17a0 521 7613 Ills 170.0 521 f27.7 11ri 17a0 SIt 10a6 ills In.O 621 06.6 111$ 110.0 921 N4 1n.0 7M 1n.0 R4 170.0 MO 170.0 SN Q1 167A 1Sa7 0n Ot7 1n.0 170A sN ON 140.7 13fA %6 937 170.0 1a0.5 Mf 7M 130.4 117.2 9n 9ti 170.0 150.f 077 690 IOTA 100.6 9n 927 170.0 116] 690 4M 97.0 e1.9 97a 021 f70.0 160.3 /eo 096 na T6.4 97a On 170.0 156.3 610 006 73.3 65.9 W0 9227 /70.0 150.3 680 MS 50.Ot6h Nh 1n.0 17a0 747 791 1n.0 170A M3 Ht /70.0 iw.6 eM 6eo 170.0 170.0 N1 17i.6 6n 1WA eu 1119 eM lN.e 6M Io7A aM 174.0 eeo 02.7 NO /M.e 651 71] M9 ue.e 652 M.3 6e9 120.s 662 543 67A N.6 MO 741 1266 QJ 0.52 613 eOh 143.t 7N 1610 ON 1714 iN 13x3 620 5M fOt] a0.4 746 677 117A 100.4 0M SW SIA 77] 7N p7 10/.s N.4 61 6N 1&$ M.7 740 m 101.0 65.2 502 5Je 71.9 61A 7N 677 00.6 01.0 631 NYF34. I" on 013 71.0 M3 6x9 SI] N.t 7N 67l 93.3 A.7 679 36.7 A7 70.7 520 53 h MY 123.7 107A an 617 132.0 114.1 Sn 630 1011 $9.7 s77 $17 11i2 $7.6 519 nA 617 00.3 SW 67.S 617 7e.3 600 M.0 677 72A qt p.a 017 M.7 459 N7 516 NA {5.6 IN 409 is.4 29.0 617 big 0.7 45.0 402 405 316 20A 611 61a 637 45.0 Iet NO 72Y nh /tA 70.6 610 4M s7.1 717 4M 4M N.1 6U 61s /tb n] 6tA 4N 3M 50-2 60] 610 NO 06.E 14.9 432 3" 61.a N.1 61a 4N 6aA NA I2S 3%.2.42.2 N.1 6ri 64.2 419 41A $is 60.7 414 37{ {OS 10.7 M7 TS] 4M Y.6 3M 22.0 MS362nh 65.2 441 66.0 M7 $4.3 NI 33Y 57.7 37.0 3n tM 40.6 30.3 441 Sit 50.6 32.3 372 n4 401 M.6 441 M2 45.4 MA 3M te0 36.2 xaA N1 Oix 4L6 M7 3N 2/6 316 11.t N1 3M 36.7 M.1 X6 272 1T.7 441 J3t Its P1] 349 2M 23,3 16.t 441 372 33.1 19./ 3N 2e2 M4 117 441 332 3t7 10.7 346 100 W h M -h.. 42A 35.0 33t isl 4aa 36.9 m 0a0 314 Mt Mt 30.] tM 26A t91 M4 2/2 21.9 201 27.6 M/ 10.4 ni 21.3 2N 17.6 20I 19A 311 14.6 201 17.1 236 12A 291 15.4 !32 Y 21A t30 M1 P00 206 230 31.1 t06 17A 1M 10.3 201 10.1 230 10.2 7M h 72A 211 101 10.s zts 10.4 1M ri] xl0 /0.s 19f U.1 4f1 /4A 1M t30h 1TA is, la1 19.i 1n 11.9 107 75] 167 TABLE 98 Anehor C• TabN Ib6 81ONn 2.70 COMM* 3.51, Cale. 1 11.1-CYU FW6 C31U PTW000 Lim 3116' Eb 1/4' 89 ElOo 511Y Eb 1/P SB EMa 010 Wed 112 SW #12 Mod MOW Type: 3/1Y EY9llXreea 1N' Ele0I119a60n Sr1C Else lMween U4' EYo t111.60n a U9eea A00reOela ears• (GS) eawr (G3J &1e• IO31 Anchor Clip Patterns r av2• 3.11r r x-ur r 2-1(C r 3•ua• r a4Y oA4• 0.324• Ee9.0ht••.MX h Eatr�Oee'Sly r stir ty1' 1JIY 1314' 1d/4• r I-I/1• 1-w' 1.1/{• 1-tN' 1-111' I-V4' r 1J/S' I-w udn 2 Anchm®4.7Y h11A O.C./04.16rd or Oa6d Otp IF10.1X 300b 390to 4•Ab 000b 1844b 270b 260p 351b 7Nb 374M 664b 948b 341b 442b //5 b 590M 1t20 M 4 Anohas O 1.1Y 61h O.G / S1enOre Iw OIYe1) L71P lW- 2} 460 b 700 b WA WA WA WA 360 b WA WA 7Mb WA 7NM WA OBDb WA 1M2b eel b 6a2b ass IN 1120b 4 MW1aegIYMh.O.O1(2)225 Ar•Y CIq!(F10. 3X 760b 7eDb 6Mb 15e0b 15M0x SNM SMbg WA WA WA WA WA ON b xe0b a ArohM ® MW Lea O.C.1 UdiP, hb .tar A %r* 4X WA WA WA WA WA WA WA /3Sb 7Nb WA WA 117b inM WA 1Ab 372M 173b 170b t21b I AMW/F{�(FI6 SX 105•e 19Sb 22Sb N6b a22b N/A WA WA WA WA 3416. Nt M 5M b 2 ArpOae g�fY e9a O.C.I F4:310 0 2A b 350 b WA WA WA WA 100 b FIGURE 1: FIGURE 3: FIGURE 4: FIGURE 6: M FIGURE Z. • •• IS • • • • 4NCHOR CAPACITY A17JU7/ I1•tH I FynmULJ . ANCHOONR CAP.,,,,,,,, (pF;�)X( MULLI)ANCHOR CAP.o ` CAP.,,,,•„ USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION - ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION -METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE • • •• • • e • 09 . 1 • • SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL •F GU • • • • • • • • • • • • • BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE • • • • • • • 608345 AND BE A MINIMUM OF .100• THICK. STEEL STUDS TO BE A MINIMUM GRADE WAND LEAST THICK AND A36. ALL • • •• • • • • • • • • 0 0 • .045• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT .125' • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL- • • 0 IS #10 8 #12 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.250• 3.250• .100• 125' X 3.2S X.10o' MULLION PRUUUCr REVISED m complying with 111e Fluids Building Code I- _-IM LYNN � .��''•. •'�7CENSF '•. F'iI r No.58705 -_ 0- y : v • a ' .: ' �� �• S A 13V(kF A b'NN 14I112jt, P.E. FL P.E.# 58706 TABLE 108 pnehorC•padry Table (lbt) Svos0s0a 2.7kCmcsie askCmc. hollow U FoleOCMU PT Wood M•a NiB Eko ,10, v4' 33 Ek NIB Eko Vr SS Eko afO Ste- al23ktl a1291eN � WIS'Elcol.amm Yr Eko UMkcon Stir Eko Ullsm Vr EI&OUNKOR IQ{7e0aor Ubecm AIpleGaa/ Sc•w (G5) Sues (GS) ectc4 (OS) MChofCllp P•tbm• 2.1Iz 8. W 1' 2-V7 V 2-V7 7 3-1IT 7 OAB' Q51' 0.92r gSL1rce Embe•Oml V 1W 2-V7 1dvr 1• 5Jl4• 1JIr 7 1-V4• 1-vr "N' 1-W 1.VP 1-W 2 taT tyS' vries 2 A1KMIs @ US' MIR O.C. / $NIM•d a0ld Clp p1p 11 bs SOv_ 4Nl bs BOO b 16M Ya 270 M 2BO b S51 b6 74015t 94 bs S61 lot 018ICr 442 to BBSm 560 b 112D lot 4 Archm a 1.W Mh O.C. ISI•gsN (s ORel)Cq pip$ 4BD bs 70D bs N/A WA NIA NIA SSD bs NIA WA NIA WA WA 662bs 662 bs 632 bs e•S Ms 1120 m 4ArcIs1Is ®S• MIO. O.C.I M 2t5 Arpk:CWS I (r* 9J 7BD bs 7B0 b SBO & 1580 b Imn, Bri 610 bs 6W d NIA 7SOIb 74B bf BBO be I= as I WA OBO lot SArcM• ®0.54' MYL O,C. / U , MAW AMrig R NIA WA WA WA NIA N!A Mbs WA 140 t• NIA 177 bs WA 3701oe NIA Wbs WA &2B• WA 473bs NIA 170 bs 221 bs 2S0lot 1Arch/FCIp p5J 1O5 bs Im bs 225 bs 445m SM" YIA I WA I WA WA WA 311 bs 442 ke �br FIGURE 1: FIGURE 3: • FIGURE 4: FIGURE 5: n*o FIGURE 2: •• ••• • • • • • •• • • • • • •ANtLE• • • • • • • • • CLIP MEST • • • BE USED IN PAIRS. •�1 UItt :• •• •:• ••• • • • • • • • • • • • ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP—) X ( ANCHOR CAP.,„,,,,,\ =ANCHOR CAP.— `MULLION CAP.,•,,— USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDlOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND • GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C•90. WOOD SHALL *BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE "W345 AND BE A MINIMUM OF .100' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND • 045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST A25' THICK AND A36. ALL *ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. • 210 6 Al2 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S. 1.25• X 3.25' X.524' MULLON tY PRODUCT REVISED m cemplyin3 with the FIwi& RuNding Cade .� _ s• �v ��lllullr ��t��•'��GENSE••.�Pn i LY. U.. TE f `ltj s1`roNn1,.``,;` , A CEN�IIN(ILLR, P.E. FL P.E.$ 58705 TABLE 11A YlAlwt Cp1421y TaWI pbWlt) Op1Nng W dlh (jorleAlce2ydpe116np rn4Wom) orOpining HdpM (br W17dr63"pailifi0 1111160115) 60 i1 61 11 701. 10n I ION I too 1. 1 1201. 1 140n 1601. R4cnpolr T'.01" p. Rd It T•P/". R.de.W4r Twits". R t.WW TnPrII1`4 RMIp41 TIWT"". RId411d• TnPn-*. Lwd6q Red4nWW laldlp Tnp?drq Lo.J RId4eldu L.W.1 TnpRdlnl. Laedi• RIoading Loading TIIPWkd 14NN1 1126 L394 L016y laM!• L91i• Lwdwp LoMn1 Le4dp Lem LIMP L-Z In L..&g 1 1t 9u Al pb.a" �,.$ '..�' ',.s %,.$ -f $ 5w$ '_ 6 = E f w a � �g6 as �S :a Jr,� �a ga a �a €ag €g $ a �g �a sad �a €a FF a �� F=e g"a FF 3a a F44 a s Fa F Fa FS e F8 3e F� as fa ie Fa 4 FoT 3 F Fa 3e& is FA Fa 4¢ 114.0 744 VII-11 418 VD-0 ISS 17o.0 606 170.0 !!2 110.o Sig 170A 111i 170.41 521 170.0 1240 178.0 621 171.I Un iTo.e El n0.0 1135 17" 621 170.1 1213 170.0 621 421. 171.1 SA 1170.01 42S KO VGA 6M 170.0 !!2 171A 630 1 e 1 331 100.0 NI 110.0 U75 171.0 177 110.1 1417 170.0 600 170.0 1110 170.1 610 n0.0 1963 171.0 W SILO 2267 110.0 00 49 In SD.t26N 110.0 1N.0 7N 747 170A /TOA 624 Sp 176.0 1T0.I Ni 170.0 671 171.I 11K t70A i1/ 1R.I 1115 1N.0 727 1)OA 13/6 1T0.0 747 170.0 1N1 1110 TY 111.0 1197 170.0 TSi 1TIA 2N2 170.0 Tif 1T0.0 2391 170A 75t 641, 11L0 731 1170.0 612 174.0 966 110.1 pl iJ01 1116 1174.8 764 170.1 1 1276 1170.0 103 1701 U34 170.0 837 171.8 ITN 170.1 US 1T0.0 1913 1710 Kt V4.4 2"1 INS 111 10.2 2113 IN.0 I Kt NN 1701 NS 170.0 U1 171.0 18631 17LO 797 17OA IND 17L1 f7t tIDA 1117 110A SK 170.0 1694 170.0 fN 1)0.0 1"1 171.0 1033 110.0 2125 17o.0 toll 111.3 2163 170.0 1463 129.1 2183 1701 1063 tN 110.1 1712 170.0 NO 170.1 qN 1N1 tO1S 110.0 1613 170.1 1076 170A LOSS 170.1 1122 15Lf 20N 170.0 110 W.6 2K1 110.0 1111 117.7 2160 170.0 1171 WII TNA 970 171.0 7K 1TOA 11fi 170A 156E iN.O ton 1701 1763 170.0 1155 170-0 1llt 170.0 WO 147.0 1966 171.9 1276 1226 1966 Imo 12N 107.2 IM 170.0 12N 6 Nln 170.0 f74 170.4 7A 170.1 11S0 170.0 S07 1nA 13M 1101 1002 170.0 1734 170.0 1316 in" 17M 16l.1 13K 115.E tilt I55.! 13N 79.1 1TN 150.1 1752 Ii7 177/ 1NZ 136t J 72 in 170A t0q 1701 1N 170.1 1275 1316 174A 110A IM lON 1N.1 tNl ON US VOLD 11&0 t121 1209 110.0 N7A 1700 16M 171.I 1662 tM IM 1"1 131.1 1656 1615 IM 117.1 I55i M1.3 t261 N3 16S6 Vill 1229 MZ 1666 122-3 @if 717 15N 1213 12f6 3 7CN 711n 170.I 171.0 1122 t1i1 110A 171A 977 967 17/.0 1711.0 1311 170.0 1116 166A Mn 16L3 126E 136A 14" 152.0 IM 121.2 Jill INN 12Nr30.0 H77 1ri5 1H1 N.I 117/ 11i.9 11p 77.9 1I77 t/71 1N.3 1151 so in 1/i0 11f0 1KA N6 11e4 11M 127.9 IN NIA 1110 t07A Nt 1LI 1111 !t.] 9N 711 1711 Al f22 1110 N.i 1U 6!2 1110 7tJ NI N.7 1110 111f i2.7 no NN 117A 1TS 120.7 t12 l7.L !If tOtA IK NA !T6 t1Z N2 712 !7b 1t.5 tD i5.1 f76 71Z I77 176 KA N7 N1 !76 67A 7N /t.t !T6 fT6 H]1Nie CZ 7T1 N.05 771 70.7 i16 Y.7 711 i1.7t71 61A 771 S/.] W 45.} 771 40.0 /66 Tit.1 i41 3L3 771 ]0.f 612 2!A 771 ][171 171 32A 612 111E 76.T 770 71.3 Kt 611 730 65A t50 N.1 770 60.9 61I OZ TN /S.I pl 421 7]0 46-1 an 1N K.1 iN 7fA 7N 351 600 27A 7N 7]0 211 N1 1201n 6!.! W 611 569 49A W S1Z 6N 42.1 W 44] SS2 ]7A W ]!.2 G/I 7a3 6t4 3SA 67T W RZ WI 26.1 i71277 619 2fA W 7 t7/ 22A N1 111N ]/.7 4A M.t 4N 2L! 4]] 29A 6396 ?A.t 433 2S4 3N 21.7 I77 22.1 ]IS UZ 137 20.1 ]B1 433 .2 ]T6 TABLE 11B sdxl•fe 27tO0rOnIe "a51 Cane „ HtlbOaU Fled CMU PTW00d Mdd Ae WTfiL 311r EICOUNa<•1 yr Bco ULMon U-- 3H4 E10o 3FIVBLOUI•COn Vr EtOUSOLaI yr SSEIC Ada 5WEX0 uncm Vr ISM Agr-Gd0r 110611d Se" 06)suel(C6) 9123kd n2S1ed stmw(Gm MehorC8p P4t1Nm1 1 V 2-Vr 34nP 1• 2-V2. 1' 2-vr 2' 3.1/T r 0.4r OL5C 0.32r EdW 1111IMe n 1' Emledn" n l-W4• 2-112' 144 far 14r r 1-1r 1-vr I -IN' 1-1111` 1-1/4• i'lle r fS'0' fyB' I•Y7 Ancron o 47W MOL O.C. I311M•OrcOscl Gp 916 amn smn 450n ODOb isms 270b 2Nb 354b 74ob 374n 664n 946to 34105 442b 360b 4 AK1 .0i.15•Mh 0-r- Isuna d(mO )Lp via 21 110n 70Db WA WA RA RA 350b NIA WA NIA WA WA S92n B05b 1120n IAItM•AT►tln. O.C. 1 pa 295 Ape Cps/W931 700 EI 7Nb laon 1SMts iambs 540n Blob NA 76010E 745Do mix It92 t/ l•2n OBSb 112Db IAKt••00.51'Mh O.C./Utp, t10.100'AS•L 4) NA WA WA WA WA NA WA MIA WA NA WA WA NA WA tillb tArc0Or7 FCp W9 ST 190n 1mn 225b MSn 022b tssb Inn 17705 3mb albs 332b Q3n non 221b 2IOb 2AncMn 1.1l Wrt O.C1FJ:p 6T 21Dn 3®b WA WA NIA WA 10Db NA WA WA WA WA 341n 442b 660b FIGURE 1: FIGURE 3: • • FIGURE 4: FIGURE 5: m FIGURE 2 •• ••• • • • • • •• • •• • • • • ••• • Aw....... =ANCHOR CAP. - USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. • • • • • • • •AN" 006 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS CUP MUST SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND • • • L GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL • FIBURE4: • • • • *BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE • • • • • • • • :6D63-T6 AND BE A MINIMUM OF .100- THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND STEEL TO BEAT LEAST THICK AND A36. ALL • • ,� • • • • • • .045- THICK (18 GAUGE). STRUCTURAL .125- • • • • • • ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 d 012 ANCHORS INTO WOOD MAYBE STEEL, 18-8 S.S. OR 410 S.S. • % • • • • • % • • • •• • • • •• 00411 0 0 • 000 0 0 1.25' X 3.94• X.624' MULLION PRODUCT RRVLSSD as -oply n wf h re Flurlb Buildol•Cude L .,\I111n111ty =..: • N0.58705 _ a (}: U `p•'•.fCOMOI..* (' A. CYNNMILLk P.E. FL P.E.# 58705 TABLE 12A N4YIlon Capacity Table IbslM1r Opening Width (for ver9raliv-eperlrrllg nxwm) or Opening Height (tor Ilolimnl•"ardrg Solo too In nxao Ll) 12oh RWA-Vdr TnP/lllsn• wh So In 701n low 1w In rMslerglr Tn1PR8rp legh Reslupisr TnplMn3. Im va ndwo. RecunOJr Tapnen• Reae gAmr TnplOYes. 1 Twinw• Reolsnplr I ThP/914/•. Re UWM T-OTNKO� In•dlq Los•Ip t•ee••Y toeiq Leednp nwr Loot" LOW" Laedl• 1.9dI13 LOS" Low" Le••ep Loedin3 Lem" 1•eun3 Loedk• LodnO 2 X 4 X 2T Isuillon 10•d• SYdYS441 11p�� d yy d 4#dY r1p�� d � igg4I d t��f 1yq �sdje {ydQ1 e� g4 d 'mill d�(j �� d �� d�(j eipi Sa 1Kj¢ $d �6J 1�11 42h Mh 54In wh 7Ih 3 76h 7sh Mh lag In Ill h 114h Ira0 620 170.01 1T0.0 i70.0 ITOA IT0.0 435 624 ul 812 701 170.0 17DA 170D 17Q0 170.0 170.0 170.0 170.6 170.0 1w.1 122.9 K3 70.6 s29 ]i4 744 BM e08 NO tOq ills lies 1275 1Jst iM/ 1728 %1 N9 7M 6N 170.0 ira0 170.0 VLO 170A 17U ira0 170.0 170.0 170.0 1X0 127.9 MA s1.9 84A J7.0 478 6N wt Ml m I-M 800 IWO t** ills t219 1079 $02 Of9 7M IM 17oo 1ra0907 170.0 170.0 trae 17U 170.0 17010 170.0 t70A i27A 106A 74.0 Kl 639 3I2 9M f0u ills 12w 1302 1361 l4u 1070 1s11 13u 1229 971 919 7M 6M IMI iw.0 IM 170.0 770A 170.0 1ra0 1T0.0 770.0 170.0 130.0 1112 772 T0.9 XB 31.e 6M Ow M4 754 e7e NO 10M 1129 12M 1200 lies test MO we u5 401 1ra0 1ra0 17U 1TOA iT0.0 17" 170A iTOA 170.0 170.0 111.8 a. K7 4727M0.4 2T2 902 1135 1195170.0 1%6 1117 11OeIMO 15M 1700 1791 1N2 1JM 1271 %1 19 6u 170-0 1ra0 1T0.0 tra0 1ra0 170.0 170.0 170.0 121.3 K9 K/ 828 7a2 619 M1 723 9M M4 1015 10M 1228 1J72 13M 1170 10N $37 m Me MS 170.0 170A 17U 17oA IZ 170.0 170.0 170.0 106.t 1627 MA $1A 57.5 no N.9 21.3 1110 1775 1346 u3t170.0 11M 1673 1753 49f3 lies170.0 lut 13u 1223 %1 919 7u 6M Ile 170A 170.0 ira0 V0.0 170A 170.0 170A 110.2 BOA $1A se? MA ?oJ 021 Oli 747 ni ub IWO lies 1316 1121 1174 11es 1020 Ots 784 %7 470 17OR 1ra0 1ra0 170.0 170A 170.0 1ra0 1TLO t1e.0, tAA M.5 73.7 01.e 47.7 A.7 21.8 1240 N17 1494170A 1504 1771 19M 1W9 2126 tM0 tut 130t 1220 %1 919 7M 60 170.0 Ira0 17a0 770.0 1ra0 170.0 170.0 'o 7.1 LB !100 A 68A 51.0 40.6 229 521 s00 73B eee 1033 1122 12f0 1367 IWOr 160D f147 t0u Oi6 774 QM 474 170.0 1ra0 Ira0 170.0 t7a0 Ira0 1..o USA 31.6 182 14M 17M 1793 191J 2125 =I 2338 2164 10M 1M1 13M 1279 %1 Sit 7M 846 170.0 170.0 170A 170.0 17a0 ira0 1ra0 170.0 161.E 117.5 MA 722 M.0 44.6 34A IL6 621 sw 7M Mf lees ties 1275 l4M 16N 147J 1122 M3 7M 7u ew M4 1ra0 170.0 170.0 170.0 17oD 1M.7753 161.9 124.6 iKt u2 s3A 627 3TA 34.1 27.0 16A ins tul.170.0 ?OM 2231 N71 2p7 2154 tOM lest f7M t2t9 %1 91e lM 648 170.0 1ra0 ira0 170.0 170A 170.0 1".0 1S/A16+5 130A e27 K9 M.0 40.2 31.0 171 521 7M M1 to83 1171 12M 1629 1163 1fOS 971 7s2 742 641 456 770.0 170.0 1ra0 100.e 146.8 1329 1092 92A OU 60.9 10.1 29.6 32.4JI. 13.7 131 Z 22e7 2391 26es tee9 7653 2N7 2184 tOM 1MI 1SM 7271 6M 170.0 170.0 ]ra0 t70A 170A /70A 170.0 +70.9 1627 137.6 7OA es.t MA771 37.1120h 28A 16.0 621 6MXe25Y 7S6 M1 towMln 1171Mh 12M 1530 16]1 1454 tOMMh M7 wl Ms t747 170.0 1053 1TOA 11721ills tM114 17Q0 t151 170.0 1320 147A fOJA 1279 %1 tOSA s77 837 71s 95A 919 %.3 T6.O T5.6 7u 43.7 6u M2 701 TABLE 128 9da0Me ACorc•3e AnehorC• Gel 36k C*U' TeWe 69 Hallow aAU Feed WU PTWoOd Md• 7M 93 FYo y1g Eko Vr SS Eko /ill filed W 29be1 012 Sled w 31+Y Eko obsm t/r FSCOUMacon e1Re UUmes WV Eko Uln4:m yr FJCOUbxon �eG•r ulmon Aes•Gd0r Scn78(G5)j8C4wM scMe Anchor Clip PetMme z�ur str' r atrr +• z-vz 2 S11T z oA6• osr oa2r Ed0eas1rke z-vz r ty4• +yr r +-w• o-vr 1•vr 7-vr 1•vr 1.4/r z tas' 1ST vale' 1311wdsee 2Achxs 04.7V MA O.C./9rtlu0 r0be1CVPf 164 IWA- 3Mm Iy4• bs 450.0 BOO bs 1644 e• ZrO bs 2w 0• 364bs 7401b 374 In 664 be 946 to 341106 442 es 60.5 b 560m 1120 b 4Arclles 9 2.es` MK O.C. / 9IeI1tle1d(orom0cfp fff9 31 740 bs 74D be 03D 6a N85 IS 1424 en NIA OW a NM es5 ea NIA MD est WA WA es2 evt 1fO2lb i3270s 16Mbs 6Arc110R�1.71'Mh O.G /91eINu pClely)cp Pig 4) O86M 05D 750b 104Bb NM WA 7060w NM 700lb NG WA 1st IS 1s@to es2W sa5b 1170 e• 4 Arcbe AS'MK O.C./R1a5A10MCpsl ffi•6i 7w bs 7 40fD BM 16Mb 1es6 en 5Mn NIA WA 760 bs lies <a 748 bs 1f22Ib BM /32D Ots 2876 bt tDT21b iJZ/816 76BDb OA=:; M'O.G/(Zj a6Aryk Cps19:g 6T 7770 e1s 11A eA tesODt 7C710b 2BII eq eao NIA WA NIA NN WA T3 JARM•®tAr MIn O.C./UC1p.m.125•Aesaff7977 WA NIA NIA WA N!A NIA WA NU WA WA ea BArcMno0.64'Mh. O.C./U CAp, Mo.724 Alum. 8} WA WA WA WA Ww NIA WA WA WA N01 NIA 4pb 1m wA sties i, -2 442 es 6M er 2Anrhn o2fi8•Mn O.OJ FLYp ffi94R 3A ex 30 749Os m20e m31sen NIA 2M bs MIA 3ubs WA WA 611bs 6rA4 BIO es 3Arclrrt 1.71•Min. O.C/F17b( 10T 443E 526ts 379DB %3b NIA WA =113 NIA 3MIb NIA ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X ( ANCHOR CAP., .,..\ ANCHOR CAP., MULLION CAP.,.,,,.• USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE NOTE: FOR THE OFFSET CLIP, USE 7I1t SAMt Arl dt t rnl I - nnv CIRCLED VALUES ARE USED IN 7 Nt tAAMr vn oncm 1 `J 2'00T FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • • • • IsTA-.�EWTESim • • M • • •) STILE SHEE;1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR • • • • • GEHEOW INSTALLATION METHODS. • • • • • • @ • • • • • • • • • • • • 2) L14E/RU IMRPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 4.0D0' FIGURE 5: FIGURE . . . . 250' ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED N 3) MULLION AND MULLION CLIPS SHOWN 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE • • • • THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS • • • • • • • • ZOCATIOHI S} • FIGURE 7: FIGURE 8: FIGURE 9 FIGUL? ANGLE Y•LO Is 4� (rE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK lX4R F M TO ASTM C-li0. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. MULLION • • • • •(/IGURF_95Po • • • 1v1UIN BE U�EO • 9( • ALUMINUM SHALL*E 6063-TS AND BE A MINIMUM OF .125- THICK STEEL STUDS TO BE A MNIMUM GRADE 33 AND -045' THICK (18 Y X 1' X .2S TO BE AT LEAST THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW • • IN PAIRS. GAUGE). STRUCTURAL STEEL .125- THREADS BEYOND THE MATERIAL. 010 8 N12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT RSV ISF-D as wmptying wilh *A FIbiA Building Code ACoepi•so Na '3 Fapirel' Ds4e D Miu Dade H9ducl 11111111111// iJl •.. S 1E01 AN tORW v A LYCfIVINIIt� ER P.E. FL P.E.Y 58705 I TABLE 13A Son 00n 70n bon Wr 100 in t20n 140n laon Rw1•IylMT prnRwtmpW Mana •Wano1• TI-PT•Ia RwWupW aaTnipfUM. ganopmena ladas•pr n pmra Reel0uu naNmaaLen LoedV La• oenO itwLtendyibr ThlopRAiel0 2XiX.I&Loa•taeft Lading Load9 Lowing Lnaft Laft Loaft toaft Lo-ft q. tiY be 91`111 9,11-1wili Z� Anchor Clip Patterns tv NOTE: FOR THE OFFSET CLIP, I FIGURE 1: FIGURE 2. • FIGURE 5: 31Ir Elm LA0aeo0 &18'Ebo la•wan I ll1'Ebo Menem 6716•E00 1H'88 E1w H08led e128tr Unwm A0pre0abt Bd•a (G5) Sew a, 3.116' r O.N• O.w Mir r tars' IA15' 684 be W6 a 3e1 be M2lb' M2 be 1592 I4 652 w 895Im WA WA 7363 •e IT701b1 5501ee 1 1892Im 1 612 a• 1 085It• Pltonucr REvisaD 8•AAlm. pl9. 5):�WA WA WA WA WA WA WA WA WA WA ww rvn •.� •.•� •-�• — m—.1-y-W wiW YlO Fitafd• !s'Alun. (FI9.%:WA WAWA WA WA WA WA WAWA WA WA WA N/A 2561 •e I----2.000'�i °°i1di"s�°d`6-o2J Ftlp OaOt0790 M 150 b BYObt f616•e 2m IN 25016e 351 •e 7e0 bs 3761b Acceptalm No 0D b W5 •e 1296144 WA WA eTO lee WA 533 5t. WA WA WA 052 •e 5651he 1120 be r2a0' in11 Deis LI THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: By Mism' ►ro8u5Y ?11*" ;, F E 9: FIGURE 10: FIGURE 11: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON • •• • LOADINO. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.\t • ' i tGFNSC• • • • 2)LINEARINTERPOLATIONBETWEENMULLLENGTH3AND/OROPENWGWIDTHSISALLOWABLE. V\8.000' � `i'• •• • IJu.587053) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE 3HEET5 �� � •• • 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ONFIGURE 7: SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. - O�,/ANGLE�• • • •CLIP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED is S1TrE OF• • 6• >< • • • (FIGURES CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL BEPRESSURE-TREATED• • 5-7) YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T5 AND BEAMRJIMUM OF .125'`• • MUST BE THICK. STEEL STUDS TOBEAMINIMUMGRADE33AND.045"THICK(18GAUGE).STRUCTURALSTEELTO �.��I()I�(\�•• • • • • • Pub BEAT LEAST .12W THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2' X 8' X .2S A. L11tSN')ufILL�(R, P.E. THREADS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S. OR 410 S.S. MULLION FL P.E.# 58705 • a • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OkN(:MUM tIAYAIA IT AUJU..I...I 1• V M1muLIM (D—)X /ANCHOR CAP.____\ P `MULLION CAP.,,,,,,,,/ ANCHOR CAP.,,,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACrrY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE 14A MulBon Copactly Tab• b61Ra Opening WIOth (rorvanica%+pwnii6 ffxMor6)or Opsnkip Ns III (for hafta6e"aminp MOMS) 90in too In RWa•iW TnpIMe RwimuM Tire WWW lae�p Win Rklrpulai hWTd.Y. ODN ReolrWW Tep OWO 70N Rs wo" T OMM 6D„ RwXVp TftgW . tmin RNW946i T" Wig tads Lodro 140In R4dei9" Twafti0 Lua• V IuAnp IN In R dVo W uspiftw Lodro Las" tmeW la6•ro tae•ro Lssa o L"ft L"dro tad p Las•ro lade L4eu v tadro 1 28 x 2.11' x Teb•INlum ull � III �g� ���g �g� �4�� �p��I fill I aegg Ig Isg I I{gI g g�g�g IhI �I ¢qI 167.0 42e 14a6 410 103.0 526 130.8 414 9nt 57e 134.e 411 en1 620 13L1 411 721 62e 1341 111 eat eae 734.1 H1 51.s ffie 134.1 411 40.1 616 13C1 411 a W7 325 4. e0.4 ago 00.4 - et.4 "1 sal 403 70.1 MS 4s3 403 70.6 314 40.3 403 70.0 3H 346 40370.e at/ an7 401 7es 314 tn.o aot 7aa 201 se.s ae2 afe 77.6 67.7 2W 7e9 st•s 421 ae2 aIe e7.2 535 Zee 25a e 2e4 2W 412 a10 ae2 aIe eae 40.6 as1 240 a4.3 gas aez 35e eas 40.1 2e3 24e 7a4 24.2 3B2 ale Gas 4ai 2e7 24e 257 21.2 3e2 ale 5J.6 40.7 tea 24e ql.n(1"25W 74.1 ter F318 64.2 40.7 2e1 2u 40.6 aaa 259 Oar 2I0 30.0 256 37.2 207 .0 2D4 2V 256 7a4207 200 25t 322 201 17.7 25e 322 2a fas 25B 32.2 201 631 4ie 2t0 700 30.1 706 ins 734317 102 20.7 7a4 a1.9 tee j[:e A 1e6 2t.1 2a/ 2A0 te4 17.e 2a4 7flB tea 70.3 234 20.s 1e3 ta4 2a4 70.5 tea 30.4 7B3 317 77e 76.5 zIa 20.e 176 2a2 213 27.0 1n .t 170 tae 2t7 2a7 1BB 16.s 213 22z I67 1 30.1 1W Zee 152 2a4 170 22.5 H0 17.0 17e 20.3 147 .7 145 MYi 2l3 te7 25.4 110 70.3 "I VA H7 17.4 1e/ 10.0 1as 10.2 181 17.0 133 706 226 152 2a.6 1aa 10.6 152 10.E 731 10.1 162 17.6 72e TABLE14B AnehorCap TabN be Sie6 2.M C4ncn4a a.s Caix. 1Wo•g2U FeeeCW PTWo1 Mtltl AMhSType 31WEIt.LAWm vrEkolAn[m 5116'Eko 3h8•EkoUMeroi1 1N•EkoUlka[•1 ITr SSEko AW*GMf sn6•Eko UWctn IN•SSEko I AgW.G" e50e1W Scie•(C�)Bcr4a(G5) e12 SIW 01231.1 BtawFS) MehorC9p Pa6•m• 11? �.. 3-tie" t• &1'!' 1' 21rY 2• SYB' 7 0.46' 0.51' 0.92r E02e DIS4-e(Y6 En15e•ea6 I• 2.1r7 lsir 1a+r 1' iyr lair z t-w 1-v4• aw t•ur t-vr t-vr z 1.StC lye• .ales 4AMMa6rL1h O.C./ 2is t>A•7 1 7B010t 7eDb BeOb 1sBDb 18B6b 640b 550b WA 7BDb 7Nb 6e0b teD2b t2t2b eesb t{3Db 4NCHOR CAPACITY ADJUa i mmi ruicmu- ANCHOR (DP,,,)X( )=ANCHORCAP.- MULLIONCAP.,,,,,,.• USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR (CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE hli �gce �Y TABLE NOTES! 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. �RP.UUC.T SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. iih 60 an c«nplyiiy with Ike FTOdh 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. pui1��mC = IGsQ213. 03 FIGURE I: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21-23. ExPiMiQo 2C*i1 • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL. RESTRICTIONS SHOWN ON SHEETS 21-23. 2,t18• Dy . �6 IM FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 111111III ANGLE CLIP MUST BI VSED 1I:AIRS. • • • • «SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED .125' Y ( L i �F ��� • • • • • • • • • CONCRETE BLOCK UNIT (CMU) SHALT. CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED r I `��� �0 F • • : •''�10EN5 •• 'D • • • • • • • • • YELLOW SOUTHERN PINE WITH /W SG OF 0.56. ALUMINUM SHALL BE 0083-T5 AND BE A MW NAUM OF .125' ` • • • • • • • • • • • • • • CK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT • • • • 1.26' X 2.11' X .125' MULLION MULLION) 7:: 58705 • • • • • • • • • • T .125 THICK AND A38. ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (INTEGRAL FIN No. • THE MATERIAL. 810 d 012 ANCHORS INTO WOOD MAYBE STEEL, 18-8S.S. OR 410 S.S. •:"L � �iT LU, l O� I . i U ' Lo18V . '"SIONA\-� �•. • • • • • • • • • • • A LY414IM)LL6, P.E. • • • • • • • FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 15A Mullon Capsalty Table Ibs 336" 30 opening Width(for vedcOteparri 5tr1 OD70N %h ReA.Fiar TkWTdw R ctAno er Tn1NTdae ReelUnP4• TrLoeftp. 1•'� T ng Lom tq Lmd'o Leadnii leadne Loadnp Loadlq loadttp mesons)6rOpeningH•lght(10rhDdzDrt8ttaparringmt'l VD Raten•dr hM„W. Laadro Loaft m) 100h 120in I /00h RectwW r haplhwg RaolnOMr hapMu9. wcNnpdar 71ap11Wq- RecWpuNr h40/Iawd LadtW Loa6V Leadn9 laadn0 Ladnp L.eadn0 Lode laadnp DEG. AL DD EY1M.'ALL DAY WJLL I I i 1 !4 it, ft, ! i fy it '41 !11 11 42In 48N SO.S25h 64h e0N 63h 08h 3 72N 70 h 78N %N %h f081n I 170-01 1TOA 170.0 i 620 70 747 170.0 170.0 170.0 170.0 170.0 435 6M 563 S12 701 745 786 764 690 67 6% 113 3S3 170.0 170.0 170.0 170A 170A 1T0.0 152.4 t17.4 90.0 422 00.1 49.5 74.8 744 050 6% 958 10S] 1116 1048 880 79 760 603 4% 3N 170.01 170.0 170.0 170.0 170.0 170.0 1S6J 120.0 100.4 90.1 S29 61.6 369 470 SS4 631 691 701 S60 881 7U 078 64 491 43S SIS 770.0 170.0 170.0 170A 1S7A 1602 130.6 100A SSJ 79.1 51.6 42A 20.5 606 9B2 10{6 1115 1218 1160 1016 S80 7% 750 553 19 391 1 1T0.o 170.0 170A 170A 170.0 1GSA 146.E 110.0 %.3 10.9 64.8 148 31.1 500 630 ON 7!M ne 033 884 734 863 832 43 427 K2 179.0 170A 170.0 1T0.0 MI 131A 1%3 00.0 U.S 09.2 45.1 ]T.1 Z6.1 992 113] 1195 1276 121E 1160 t01S 18D 7% 75D 683 4% 39f 170.0 170.0 170.0 170.0 170.0 1630 133.1 100.0 8]A 77.1 10.9 39.9 27.0 510 661 723 603 944 914 650 722 652 421 175 121 337 170.0 170.0 170.0 100.4 129J 116A 101.$ 75.2 865 61.6 10.1 33.0 232 1116 1275 1316 1353 1218 1160 1048 0S0 7% 750 60.1 495 391 f70.0 170.0 170.0 170.0 15" 10.0 123.4 r20 76A 70.6 M.4 35.1 249 521 677 747 837 on S9S SU 712 643 612 488 416 333 mo 170A 1542 1NJ 118.e i05.1 914 TOA aA 65A 30.1 a.7 20.9 1240 1417 1443 1SSS 1218 1160 104E 880 7% 750 683 495 301 1T0.0 1T0.0 170.0 170.0 15t1 13C2 110.E 88.2 71.7 6.7 40.0 732 22J 521 8e0 7% 056 a2/ M 830 7% 63S W5 402 4a 328 170.0 1622 i38A t20.3 97A STA 762 6a7 499 462 30.0 Z4.S 17.1 1488 /622 t143 1353 121e 1150 10/9 S80 70 760 469 495 301 170.0 1700 170.0 1700 146.1 110.7 100.4 792 65.1 GSA 362 20.1 19.7 521 860 768 61 913 871 621 693 824 6" 462 400 321 17.0 130.E 117.3 1%.1 535 76.1 W. 6" 42.6 38.6 16.5 212 14A 1T35 1622 1443 1357 12tt 1160 f046 180 79 750 ti83 495 791 170.0 170.0 170A 170.0 148.1 tlS.2 1OS.2 70.6 621 662 33.3 20.E 17.8 521 000 756 01 913 e70 018 6N 619 6% 446 3" 316 140.1 1142 102.E 02 73.1 05.7 67.1 4.0 37A 346 22.5 10.8 1T40 1622 1143 1367 1216 1160 00012 860 7% 760 503 110.0 170.0 170.0 t70.0 /45.1 1282 70.4 81.6 60.6 3t.0 521 880 7a 91 913 670 S10 00 617 6% M2 170.0 797 1700 ee5 170.0 %0 974 680 170.0 1T0.0 /17.9 170.0 110A 119.7 110.8 721 T% 7W 503 t16.1 1155 74A 09.4 41.7 49 991 81.1 42.0 111 in 39A 370 312 335 32.0 370 33.0 3W 27.5 370 28.6 325 24.0 370 25.3 320 21.4 370 22.8 316 10.2 370 20.9 312 10.0 ]70 N 120h 30.4 317 ]OA %9 25.3 317 26.0 244 21.7 317 22.5 200 WA 317 10.9 27d 10.e 3f7 17.9 173 1441. 1TA 220 17.8 203 TABLE 15B AnchorC TabN W Comet C3AU 11.1�UW I'Mod CMU P7 Mbed NaW Anchor Cop Paltem6 �'" 11r1 Emb4•naa 13r ta/4• 1•w' 450 er 1-w'�Elco mom 1700 be 2T0 0• 28010t 3519�a 710 b ] na T20 ar 940 roa 341 16e M2 ar b5.ao.C./ e6O.C./Q) 245An9• C60a/ ffb• 1k 3%6r 39016a 1870IM 2525" 510 h 5801M wA 1720 Ma 716 na 160 Na 18W Ot4 a211 e85it 1120 ke R)2i5An0N - / ffq. 2J 78D •4 7e01M 7%6x wA 17101a WA t022 6• 1337 b t830 W 33 11201ba 11201ha 958 as 2216 Na 2251 Sebal•Ie:2.79a114'BSEko5Ii8'Eko1/1'SSElooe12 StWAmar7N>•:3118• Ebo 18haoen1M'EkoIBecaott1/4'EkmApna(Ylar116rs�a��«0aaw((15) /C 1' TP r 3-1fe• r 0.4e• 0.51' 0.321' 1'2-1/2' 1-1/4• 1•I/P r farC b316' farla ANCHOR CAPACITY ADJUSTMENTFORMULA:(DP)X/ANCHOR CAP.,,e,,,,•\ _ANCHOR CAP.- `MULLIONUSE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MWIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •• • • • • • 2tLINEAR INRERPOWNTION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2 • • • • • • • • ••3 L MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23..125' ���{��•DRICL D IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. � 30 SJON�GESTED, APPROXIMATE HOLE LOCATIONS. 3.250'4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS HOLLOW AND GROUT-FILLEDFIGURE CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHALL BE PRESSURE -TREATED 3: THL BE 6063-TS EID BEA MINIMUM OF.125* • AT 30' BAY MULLION :ND ••• 09RS.•• •• ANGLECLIP(FIGURES 1 �)�IUST BE USED IN • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCTREVISED m cmnoyin6 wild Me Flotilla Boildn g Code'��L1$ AeaW1 No _ ,`\\11111111 A. LR. P.E. FL P.E.# 58705 TABLE 16A Mullion Capacity Table ObsM opening Width (tor VMCak,4p•rr9rlp nuFm11s) or Opening HelOht (for Ilorfaoreeyspmrinp MAMcm) so in 70In so in WN 100in I 1201. 1 140In teON SO In RrAwww T4yRW. R401ai9148r TnWMriG Rwte1plr RWV-Q• Reomomer TFWT W. PACkwrir lYa0/78np. "mro PACgnplr Tl9prMMU Redwo- Thpl1X••. LoWnO ReelrgdM TMWTdero• Loadro LaadnO Rwu QAr T)a0 OW9. L0adn0 U duo LOW" l.odl• t.eadro Laadro Loadro L9adro Lad" Ladne lAadnO L9adro Lowing Loadkp &W46 BAY MULL d fill! 1111111111 d d d d d d d fill! I dif I 1 11111 g d Ill IN II IIMI'm I'm I 11111101 744 170.0 47e 170.0 ae8 170.0 SW 170.0 992 170.0 s19 170.0 Ills "le 170.0 S21 +70.0 1240 1ra0 521 170.0 14M 170.0 621 170.0 1736 170.0 5Z1 180.3 tell 170.0 521 42N 170.0 OIA 170.0 4S5 +70.0 170.0 a50 1ra0 Set 1ra.0 W2 170.0 030 1T0.0 11]3 170.0 481 110.0 170.0 077 170.0 1417 170.0 aW 163.7 1437 170-0 NO l a] 1037 170.0 680 122.e 1337 170.01W0 4eN 170.0 7W 1raA 624 8W 1ra0 a31 1ra0 104e 17a0 884 170.0 11W 170.0 773 1Ta0 txs 170.0 747 170.0 1404 17a0 750 147.1 1553 170.0 Ise tZ0.1 1552 t70A 756 110.4 i55t 170.0 736 50.Min I70A 70 +7D.9 667 170.0 eye ira0 091 170A 7116 170.0 764 170.e 1275 17a0 SM 170.0 1434 17a0 p7 1552 1465 170.0 ON 129.3 1455 170.0 $81 IWO 1456 1ra0 eel e1.0 1I55 17D.0 eel 64N 170.0 797 11ao 012 170.0 1067 5ra0 797 170A 1210 170A e76 ISTA 1300 170.0 W4 139.7 1300 170.0 W8 125.7 1709 IOU OM 104./ 1300 167.1 9K 08.8 1308 167.1 W2 76.5 1309 157.1 982 W N t70A eW 170.0 701 I70A 170.0 lite 1ra0 no +619 I- 170.0 910 142.6 1247 164.E 9e3 126.7 t247 151e W 114.0 1247 144.3 952 OAO 1247 1382 ON 81A 1247 1S0.7 935 71.S 1247 135.7 935 03In 170.0 930 11&0 745 7W 170A fte0 170.0 9G7 141.4 17W 100.7 9W 120.9 ttog 147.9 945 1154 I1W 130.5 = 103.e 1190 120.4 914 K6 1/W 110.5 eW 742 1190 11&1 893 $4.0 1190 110.1 80.T ogN 170.0 974 170.0 1]1.7 10f0 114A 869 116.4 1010 1212 812 tOf.O 1010 t14.7 IZe e0.0 10I0 IOSA e17 00.8 1010 N.e e0T 87] 1010 WA A6 ST.T 1010 87.8 7W S0A 1010 e7.7 7W c 7ZN 161A 1010 180.8 e7/ 70.3 OW W.2 738 a0.7 00e e13 720 57.3 on 743 718 /O.t 9W 712 710 419 006 raA Toe To In 117A 9og 1fS8 792 114.6 W8 122.0 715 96.1 ON 107.1 7N a5.9 eog W2 749 761 1ogA set 113s 738 90A WI W.6 TZ6 79.4 WI 80.5 71] rae W1 e1.0 log a7.e W1 7a4 sw 5a0 Wt W.1 W1 15.f set 64.5 eT6 79.7 Wt 13.7 m2 7DN 127.1 Oat 133.E 45.0 0W 50.9t6371 648 47.0 Sao uS 61a 41A b19 IeA 610 7t.2 S11 RSA 646 3a.e smW solo 8i.7 W 55.4 514 80.e 648 72.1 554 59.1 60 0.9 054 51.7 e4e 5&1 60 499 48.T SW 51.1 401 42.8 See 45A 483 37.9 5W 41.4 See 30.1 470 28.4 6e/ 33A 46/ 21.5 9e8 ]0.6 152147 N eel We 70.1 SM SU See 60.1 449 21A 449 ZLI ]77 20.0 - 717 login 0.9 "9 46.8 4og 30.0 449 412 799 34.2 440 35.7 303 20.9 440 31.7 387 20.6 IJA 435 Z0.1 S87 Z4b 425 29.T 426 Z4.0 758 18A 420 20.7 111 N u.1 426 46.0 SW 58.6 176 319 379 S1.6 426 31t ]7S N34A 3M 35.5 331 20.1 364 20.e 720 2t./ ]61 Z3.1 ]21 2t.e 3M 31e 317 1a4 ]04 10.7 Jog 1441. 202 253 20A 733 16.e Z51 17.1 270 TABLE 16B Subs wl« Ancnwf 27k Cawela ■GI a5k Coro. Haim CMU FsW CMU PT YWod MNhi ylr ON we SS Ebo 51M'Eka LI'88 E1w 8f08MM /128•M 8128ted Aaokr Typa ytr Elco lakacal tN'Ebo 199eo0n � ytr EW Ul6sw W'Ebo lAwcn AppoGelorl IlRwow AW.Galr BomrlG5180anr (05) S-(GS) Anchor COP Patients 2.1/r stir 1' 2-1/r 1• 2.1n^ r }llr r 0.48' 0.51• 0.79/• Ed9a OYUnee (NI: 1• 2-lir 1 1-3w t•y4• 1.3y4• r 1.114' 1-1/1• 1-114• 1414• 1-1/4' t•174• r 1J/r i•318' modes EndwdnuN M7 2 Anchors 0 r 61A O.C./([1745 Anpe L9D8/0.1p. 13 1-yf• 3Wb SBOb 150b eWb 17ogb 270b T80b 3S/b 740b 374b 7ZOIM 9/eb 341b 442b 6e0b 11IOb 4 AroMa Q3Y Lot O.C. I(2)235 Anp•COps IlF1e 27 7Wb /80b 790b 970b 2625b 6/0b 50Db WA IMF. 748b 8Wb 1Wib WA W2b 1022p 885b 73T7b SWOb B AroA•e 271'MiA O.C./C0L5An0M Clq/ .77 1120b t120IN 958b ZZ46b 2254b WA 610b WA 1059b WA 1720b FIGURE 1: TABLE NOTES: t) SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • 2WNE* hVERIWTI)N BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 2: • • • • • • • • • • • • • 46) MULUONeWDIMULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. • • • • • "&S VOM* DRIIILFD IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. • • • • • • • • • • • • 1FpbREj SI ON VIOGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED FIGURE 3: • • • • • • • • • •�T�.12• ELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE e053-T5 AND BE A MINIMUM OF.125' VE 10 ANCHORS INTO WOOD MAYBE STEF1,1Bb S.S. OR 410 SS. .. . . ANGLE CLIP (FIGURES 1-MMUST nEPUSED IN PAIRS. • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ACRY ADJUa - nncn � =ANCHOR CAP.., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED"CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED ns cemlAyinO wish the FLorI& Ruild4 (Jude AC.r4-w No tfo•0216 `\�1• LYNN df��l��i u, =�'' STRT-Of• ,• AA FL REA 68705 .125' 2.OD0' L .126' 1' X T X .125' MVLLION 6W3-T6 ALUM. XSECTION _� [L237V 25' 2L 1' X 2' X .375' MULLION 5063•T6 ALUM XSECTION STANDARD CLIP 6083-TS ALUM. i 5.500' 3.125-�{ CREATEFTO .375' 3�- _ CREATE F-CLIP, SEE MIN. MINP=WITHI.-T..EDASHED r DETAIL F, SHEET 4 STANDARD CLIP 6063-T6 ALUMUST LIE TOPVIEW ARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER • 1I78'. 6.5pp- .375 .375' I MIN. MIN. ----- -� I I I 1 i I « • • •I • I I • •I • 1 1 r ••• I• • I C OFFSET CLIP 125' • 6W3-TS NW • • • • TOPWEW • .740'-F--�'-C • V. • • E • •• • •• •• •• • • 1 1.000' I•-- .125' 2.750' .375 V X 2.7W X .375 MULLION 6063,46 ALUM. XSECTION 2.125' U-CLIP I 6063-76 ALUM XSECTION --I _740' F- E .338' MIN. A I U-CLIP 6053-T6 ALUM. TOPVIEW ZCENTER OF ANCHOR LE MUST LIE THIN THE DASHED BOUNDARY. SEE SHEETS 5.17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER+ VIV. V X 2.75' X .65P MULLION S061T6 ALUM XSECTION F-1.000'-I 3.12V 25' a5O-:r D'' 1' X 3.125' X .5- MU� 6063-T6 ALUM. X-SECTION �{ Ir.12S 2X5 ANGLE CLIP 8W3-T6 ALUM zoo X-SECTION 125 125'X 3.1W X.2W MULLION 6053-T6 ALUM. XSECTION .375' MINI. F� 2xsANGLE CLIP 606348 ALUM. TOPVIEW FDAISHED CHOR HOLE MUST LIE WITHIN THE DARY. SEE SHEETS 517 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER • 1116'. Mull Dimension (shset0) PGT Part 0 Mullion Std. Clip I Offset Clip LI-Clip jAngle Clip 1" X2- X.125' (6) 666M e86113M 6061118M 666MM 668511M 1' X2• X.375" (6) 686006 SN114M 8581119M 666244M 666512M 1' X 2.76' X.375• m 88607 666115M 6661120M 668246M 666513M 1' X2.76' X.650" (8) 66M 666116M W61121M 686246M 688514M I"" " X3.126' X,500 (9) 66837M 6661116M 0661114M 665242M 666615M 1.25'X3.188"X.285•(12) 66641M 6661117M 6651113M SM41M W516M 1.28" X 2.11" X.125" (18) 69370 WA WA WA I OM17M NOTES: at 0 • 1) HOLES T1 BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GWEN ON THIS SHEET. •• • • 2):'EE,SH jETS 5-20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS d ANCHOR O.C. DISTANCE. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TART r- A r--1.266•- l I .12W 2.11 Or", awzy 125 1.26' X 2.11' X.12T MULLION 6063-T6 ALUM XSECTION Value Qn) For Mullion: 1.6252.e% .25' umllmlrn0.895 Tube Mullion RA 0.740 A 1.125 1• X2' X.376' auminum •Nye Mullion B 2 404 C 0.635 D 0.490 A 1.875 1' X 2.75^ X lumlnum IVA Mullion B 3.000 C 0.767 D 1.118 E .450 Min. A 1.312 VX2.76'X .650' Aluminum Tube Mullion B 3.000 C 0.47e D 0.836 A 2.000 1X 3.125' X .500' Alum Tube Mull B 2.637 C 0.863 D 1.137 A 2.e25 1.25' X 3.18W X.285' Alum Tube Mull B 3.282 C 0•82 D 1.752 A 1.613 1.26' X2.11' .121" Alum Tube Mull In as wmplyln6 wilt 4oFlarft Building Coda - �`Z` .• `CrN SF zLy �-• _ I `6R;.�.`� A.LYNM� G E. FL P.E.# 68705 1.00(r j 1.000' r 4.000• 4.000' .125' .125' .125 375• VX4'X.125'� 11X4•X.37S MULLION MULLION 605376 ALUM. 6063-TO ALUM. X-SECTION XSECTION 1.2S' X 3.25' X.100' MULLION 6005-T5 ALUM. XSECTION �' •1�• STANDARD CLIP 2 825' 2.000' 6063TB ALUM. XSECTION I t A25' 0117,111,01", 'T-MULLION 6083-T6 ALUM. XSECTION 1.25' X 3.25' X.624• 1.25' X 3.84' X.624' MILLION MULLION 6005•T5 ALUM. S00.9•TS ALUM. XSECTION XSECTION xry i( Y 2125' 2,�. 2X5 ANGLE CLIP U-CLIP 6063TS ALUM. S%SECTION I XSECTION ,125' m L ZN 126'F 0 CENTER OF ANCHOR HOLE MUST LIE WITHIN THE J J DASHED BOUNDARY. SEE SHEETS 5-20 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR m HOLE DIAMETER: ANCHOR DIAMETER + 1/16'. - LU 11 4 5.500' CUT HERETO ,375' .375' 3.125'"� _ CREATE FCLIP, SEE MIN. I DETAIL, F, SHEET 4 r------- I I r------- -F� I I I I I I I I I I I 1 I I I I I I I I I 1 I I 1 I 876": I - _ I I 1_ I I 1 j I I I I I I I I / It STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 008348 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 5.20 FOR THE ANCHOR O.C. ' DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1H8'. F .375' CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED F BOUNDARY. SEE SHEETS 6-20 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE I DIAMETER: ANCHOR DIAMETER • 1/16'. UCUP SW340 ALUM. TOPVIEW TABLE C Q37r_ 1'--{ r\ .125 I MIN.....375'I 375' .� 1.87T MIN. 1 1 I I ,126•46.2.25T ••50t11S BAY30• BAY MULL• g083T8 ALMA. • • • II8003XS• P .125• 5063T0 ALUM. .zze•J �.esr-4 .z�•� �.�r4 .740• TOPVIEW NOTES: • ••• �• ••• •• • f 1) HOLES TO BE DRILLED IN THE FIFLD4FOLLQWING D840)SI0N4ESTRIC*IS GI N IN THIS SHEET. •• • • • • • • • • • • 2) SEE SHEETS 5-20 FOR SUGGESj �CI!APPR� R(MATE M0� SLOCAffIONS. • • • • • • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Dimension Value (101 Por Mullion: 4' O 1.DDO .125 Alunhn H 2.680 I 3.ODO The Mullion F 3.187 11 XIC X .375' G Q757 H 2A30 AMNr urn I 3.050 Tub. B'T F 7 250 1.26• X& G 0.750 X.100' Alu rosin H 1.500 I 3.250 Tube Mullion TART F D MIN r----- ------ .371 Mir 1 I ---------------------- 1 ; I t 1 I I I � I � 1 2X5 ANGLE CLIP 6063-T5 ALUM. TOPVIEW TABLE C, CONT. I - Dimension Value Qn) For Mullion: G 1.938 0.500 1.25' X3.25' X.624' Aluminum Tube MtAkn H 1 1.438 3.250 F G 2.025 1.125 1.28' X 3.94• X.mr Aluminum Tube Mt11Wn H 1 1.5m 3.250 F 2.813 3IYBe Mull, F 28T5 IS' Be mug Mull Dhnendon (shaetQ POT Part • Mullion Sid. Clip I Offset Clip U-Cllp lAngl@CIIP 1' X4' XA25' (10) 69W ONI11M 1001122M 060241M M518M 1• X4' X.37S (11) 0 686112M 6601123M 008242M M519M 1' X4' X.375' •r (11)3 W5112M 6051123M 605242M 6805/9M 1.2V X3.2r X.1IXy (13) 6561127M BWII24M 6W2410M MMI15M 1.2Y X3.25' X.82A' (14)1 r 068112BM 8881125M SM411M W0116M 1.25' X3.94' X.824' (15)2 8087117M 8061128M 608241M 658517M 30 Degree (19) 9 WA WA WA 6065110M 45 DW" (20) WA I WA WA 8m65111M !�. COUCC REVISED m complying with Ibe Flerida B.iwing code Amplenoel4o16-014115.03 p4pirelwe Deter 9= I NN 4f/tz i jc a.: N0 5370a �• �� lei _ �•,`g F FL P.E. 58705 TABLE • f f -" I�•--.125' I �j (~-.125' --{ �-•-.125' &"'j �G' 0 Ir 9STANDARD CLIP I U-CUP I 2X5 ANGLE CUP _W141'9 6053•TBALUM. 6063•TB ALUM. 8063-TB ALUM. o� 2•�XSECTION 2125' %SECTION 2,p00' XSECTIONNOTES:1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING .12STn !MDIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. T Z — 2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATEHOLE LOCATIONS. . 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5 �" W Y J�:CUTHERETO 5.000' 375" W V pop g O &500' SEE DETAIL �MW m Z M ~ 2.000' .375' L t _SEE DETAIL F. .375' f .376' F O tp J MIN. -SHEET MW J ---i ---------� -- -- T---------------------� Z w g g r-------- 1 _� gg I �n S Z 1 I I I 1 Q J� � 1 I I I 4.000' f -1-- --- --�- &438" f + 3.438" f i--------' Z Q rn o 25WW YX4'X.2S I Z Z o MULLION 1 3.438' 1 I r Z .. OD _ 6003-TB ALUM. I I I i I a XSECTION 1 IL I ------� MIN. W __---__J L_______________ Y Y STANDARD CLIP 2X5 ANGLE CUP U Q U-CLIP, 6083•TB ALUM. Q„ Z O O CENTER OF ANCHOR HOLE MUST LE 8083-TB ALUM. SED FOR 2' X 4' MULLION, SHEET 1B CENTER OF ANCHOR HOLE MUST LIE 8083T8 ALUM, d �(A (� 250' WTHIN THE DASHED BOUNDARY. SEE TOPVIEW TOPVIEW WTHIN THE DASHED BOUNDARY. SEE TOPWe1N mO %0 SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS S•20 FOR THE ANCHOR D.C. DISTANCE. MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE MAXIMUM ANCHOR HOLE h DIAMETER: ANCHOR DIAMETER t 1116". WITHIN THE DASHED BOUNDARY. SEE DIAMETER: ANCHOR DIAMETER 41110'. SHEETS 6-20 FOR THE ANCHOR O.C. 5.500' DISTANCE. MAXIMUM ANCHOR HOLE CUT HERE TO DIAMETER ANCHOR DIAMETER +1118'. 5OW ("--2- —'i .375' 3.500" -I CREATE FCF. .3717 ��.375" I CREATE MIN. f-SHEET4 MIN. f MIN. 375' I I I 1 I I 1 I I I reODUCTREVISED I I I I I u _.Plyio j wilh the Fteridl I I I Building Code I%.•OQ,1I$.p3 Aetepltmee Tb I 1 I I pimion Dme goo J 1 I I I By - i_ 4.688' f + - - - - -i Mllln s Hrodua .250" 6.0DD' f - j— - T- - 1 f + 5.43B' I I 1111 I I I 1/ 1 • • •• I• • • • I i 1 i 1 P��,•' \�CENSF •'•F'p i LL • • • I • • • • I 1 I No. 58705 • 3•TBAi • • • • • 1 I .375' XSECTION I I I I I ---------T MIN. =-L) l !1 IA n' ••• •• •• (� St E F i( 2X5 ANGLE CLIP • • • • • • • STANDARD CLIP u•cuP tCgs •...... • • `\C� •2�� • • • • • • • • • • • • 60GLTSALUM. 6053-TB ALUM. 8083•TB ALUM. i��` �0NIA,. �`�� VIEW USED FOR 2' X 8' MULLION, SHEET 17 TOPVIEW I I 1 111 • • • • • • � rOPVEw A. LYLfN TILLER, P.E. FL P.E.# 58705 Mull Dimension POT Part (shoot*) # Mullion Std. Clip U-Cllp Anpl• CIIp 2' X4' X.25" (18) 88802 888281M 888271M 8865112M 2' XB' X.25'(17) 68804 888282M 888272M 8885113M • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF 460.OPSO.0 PSF. HEAo 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72- AND THE OPENING WIDTH IS 32-+32+1' =65'. REFERENCING SHEET 25, THE COLUMN USING 1515 �. RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-IM' AND WILL MEET OR EXCEED THE REQUIRED _ LABLE. DESIGN PRESSURE OF +80.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAI- SEE SEE FROM TABLE 3A. SHEET T. THE 1' X 2.75' X.375' MULLION (LENGTH . 72'. OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/•58.3 PSF AND WOULD a FENESTRATION DETAILS. NOT BE SUITABLE FOR THIS APPLICATION. , PRODUCT'S SHEETS pY U APPROVAL\ 2-3 FROM TABLE 4A. SHEET 8, THE 1' X 2.75' X .650' MULLION (LENGTH -7Y, OPENING WIDTH - 70') HAS A DESIGN PRESSURE OF M-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE .n. OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N LMULLIO ENGTH � � 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CUP WITH (4) #12 ANCHORS AND THE 2XS � a LT) ANGLE CLIPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL Z a A DESEE 0 TAILS, 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS. WILL W SHEET s APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE 130TH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE 7 = 2-3 INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. N IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +1-80.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS ALTERNATIVELY, LU o O NO ANCHORS IN WINDOW BILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF li0 PSF: N �I ) 32' 636 LBS = 624.8 LBS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 48) MULL WIDTH (60 PSF) X (72.7 PSF j OPETIIN3 WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-16'. THE OPENING REQUIRES A DESIGN PRESSURE OF-50.01.55.0 PSF. Z FOR THE VERTICAL MULLION: Q O 1) INITIALLY ASSUMING THAT A 1' WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72'+1'=105' AND THE OPENING WIDTH IS 38'+38'+1' =73'. REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2JI8' AND WILL N tq X pp o p� MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. W LU 8 a EXAMPLE 2, MULTIPLE MULLIONS W d FROM TABLE 3A, SHEET 7, THE 1' X 275' X .375' MULLION (LENGTH • 108', OPENING WIDTH - On MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF MULL WIDTH--j r- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. V ¢ O O FROM TABLE 12A, SHEET 16. THE 2' X 4' X .250' MULLION (LENGTH • 108', OPENING WIDTH = 8n HAS A DESIGN PRESSURE OF 464.7 PSF WHICH EXCEEDS THE REQUIREMENTS d Z N Ni SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LB& m0 s0 SEE DETAILS, DTH IS 38'+38'+2�74', NOT 73'AS PREVIOUSLY w iw 92' FENESTRA710N SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED OPENING WI� p�DU�.g ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAIr , THE 73- DIMENSION (35.12'+35-12'+2-73'} 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED _ I CONCRETE HEADER AND SILL ARE W WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 6. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. VERTICAL MULLION -�- SEE `SEE TUSING THE HEREFORE SUITABLE. CFOR TI•IE REQUIRED ANCHOR CAPACITY OF 9AN EDGE DISTANCE OF 2.112' GIVES AN ANCHOR CAPACITY OF low LBS WHICH 13 GREATER, AND LENGTH DETAILS. DETAIL E, OPENING SHEETS 2-3 SHEET 3 FOR THE HORIZONTAL MULLIONS: HEIGHT HD�T BECAUSE THE VERTICAL MULL WILL BE A Y X 4' % 250' MVLUON, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS. ALTERNATIVELY, ANOTHER FOR MULLION TYPE COULD BE CHOSEN. PRODUCT REVISED On m eempy� wish #e Flert� 1) THE MULLION LENGTH IS 38' ANO THE OPENING HEIGHT IS 32'+72'+2' �108'. REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDALlTRIANGUTAFI LOAD W G MAY BE Building Code USED. FROM TABLE 12A. SHEET IS. THE 2- X 4- X 250- MULLION (Q LENGTH = 42'. OPENING HEIGHT -120') HAS A DESIGN PRESSURE OF +1-170.0 PSF WHICH EXCEEDS THE AcoWunce No Ica •O Z I b .O-v REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REOUIRED OF 521 LBS piMim Dme W21 SEE DETAILS. 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8' By SHEETS WIDE. IF THE MULLION CUP WERE TO BE CENTERED WITHIN THE W, CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH M' Dods Product • Za • • • • • • (4)s1118' (j1.jRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER AND THEREFORE SUITABLE, FOR THE REQUIRED 111 I I I I A • • • • ANCHOR CAPACITY OF 521 LBS 1.YNN M/ A�Ai I 36•, HOPoZ •>6'. HORG•--I • • • • 41 OR TIIE U-CUP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 621 LBS. TABLE 128 FOR THE U-CLIP SHOWS THE ANCHOR .• �,\CENSF ' •. F•Q rMUL LENGTH MARL IENGii • • • • • CAE'ACITY IB 1074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REOUIREMENT OF 521 LBS. THE •' OPENING WIDTH FOR VLRTICAL► V • • • ARCH&FTYPE IS A#12 STEEL SCREW. - .'f i4o. 50705 FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: - a_ � •�'rkl� +1441 PSF FROM THE VERTICAL MULLION: ' -v u+I-170.0 PVf ROM THE 3g' HORIZONTAL MULLION ATTACHING TO CMU;+/-170. SFFR E 36' HORIZONTAL MULLKNI ATTACHING TO THE VERTICAL MULLION (INT'ERSECTIO#4 (�•S' AJ; • • • •• THE LOyIr•STD IC, PRESSURE IS+/.64.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. '••.FCORIDP.•' �� •• • • • • • • • •BID • • • • • � • • • • � •VERIFYQFIE9{GNORESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTG, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REWIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYiVN MILL�{3, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • EXAMPLES OF c ii �•� , _,mi *--%�Ji% LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MULLION j WITH INTERSECTING HORIZONTAL MULLIONS I III_'�IIa" • • • • • • • LOADING OF VERTICAL MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF TRAPEZOIDALRRIANGULAR LOADING: 111 0 LOADING OF HORIZONTAL MULLK _OADING OF VERTICAL MULLION �; w1 1-01 PW � W D z 0 N y o ¢ 3 Q J , Z Q Q ao �.Q �a �0: 4� LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION NOTES: ^tGOUCT REVISED as a plying with tho Fluids Bdlding Code RERESENTATXNJS OF TYPICAL RERESEDRAWINGSATION AcagMenx PW CONFIGURATIONS. inq Dale CONFIGURATIONS NOT SHOWN Gy MAY BE EXTRAPOLATED FROM MWn Hoducl THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT ��\ � �y BE DETERMINED. USE PW RECTANGULAR LOADING. �ti�,O,.• ••.((F �a�•.• U�GF_FI�E •.•.P 3) SEE PRODUCTS' APPROVAL FOR I� r No. 58705 ACTUAL ANCHOR LOCATIONS, liz LOADING OF HORIZONTAL A LY•NP{II�'A.E. MULLION FL P.E.# 58705 (P C::s M IAM NQQDE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOUL tnF ACCEPTANCE (NOA) IrGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 r MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/econom y This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- RIPTION: Series "BR-710" Aluminum Horizontal Rolling Window - �. .. � APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06; with revision G dated 05/05/16, 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. ACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit snall bear a permanent a e wi 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 eNppjenent 000000 of any product, for sales, advertising or any other purposes shall automatically teAinafe this NOA..13ailure .' to comply with any section of this NOA shall be cause for termination and removal o NOA. ".:..' ....:. ADVERTISEMENT: The NOA number preceded by the words Miami-Dadt'tbuty, Floritia, and followed by the expiration date may be displayed in advertising literature. If any,*** rfien of NiOA is • •' displayed, then it shall be done in its entirety. • ...... . .. ..... INSPECTION: A copy of this entire NOA shall be provided to the user by-ke.rrtanufac%i ar. Sr its ...... distributors and shall be available for inspection at the job site at the request of the 13JA tllns Official. • •" This NOA revises NOA# 15-0519.09 and consists of this page 1 and evidence pageSE-1, E-2 an4 Aa J:p • • • • well as approval document mentioned above. 0• The submitted documentation was reviewed by Manuel Perez, P.E. "" ' . . NO No.16-0714.1 CMIAMWADE COUNTY Expiration Date: December 21, 2021 i Approval Date: September 01, 2016 Page �� PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA Is No. 07-0815.09 and 06-0405.06) 2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, with revision G dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static,Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding -glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer® NXTm spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5330, dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 3. 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, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminiG. horizontal sliding window, prepared by Fenestration Testing Laboratory, Ind.;LQA Report No. FTL-4858, dated 03/08/06, signed and sealed by Edrnnnde Larlia ;spada, P.E. ...... .... ...... (Submitted under NOA No.06-0405.06) ...... .... . ..... ...... . .. ..... .... .... ...... -Manuel']?*r E. • • Product Control E a ner NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNrnvuED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading perFBC 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, TAS 202-94 along with marked -up drawings and installation diagram of an XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5te Edition (7014), dated 05/14/15, prepared by manufacturer, gigned and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.09) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for thejj "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 22/.L06. ...... .... Manuel PeY&I Product Control Ekaminyr NOA No. 16- .13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying wit BC-5t' Edition (2014jAted May 16, 2015, issued by manufacturer, signed and sealed by�'L'pnrrivftttEr—, P.E. (Submitted under previous NOA No.15-0519.09) 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A. Lynn Miller, P.E. (Submitted under previous NOA No. 15--0519.09) 3. Laboratory compliance letter for Test Report No. FTL-5330, issued by Fenestration Testing Laboratory, Inc., dated 07/18/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 07-0815.09) 4. Laboratory compliance letter for Test Reports No. FTL-4858 and FTL-4859, issued by Fenestration Testing Laboratory, Inc., dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0405.06) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.09, issued to PGT Industries for their Series "HR-710" Albminum Horizontal Rolling Window - L.M.I., approved on 07/09/15 and expiring on 12/21/21. ...... .... Manuel Perez Product Control Exalnivir NOA No. 16-0714.13 Expiration Date: December 21, 2021 Approval Date: September 01, 2016 E-3 GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW STANDARDS USED: 014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. ASTM E7300-08 •ANSVAFBPA NOS-2012 FOR WOOD CONSTRUCTION A 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090" -PVB" INTERLAYER. •ALUMINUM DESIGN MANUAL ADM 2070 •NSIS700-071S2.2010 B. 6/16" LAMI CONSISTING OF (1) LITE OF 1/8- ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090' -PVB" INTERIAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090"'PVB" INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/1 W ANNEALED GLASS WITH A .09(r ' INTERLAYE . E. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH A .090" "PVB- INTERLAYER. NOA DRAWING MAP F. 7116" LAMI CONSISTING OF (2) LITES OF 3(16- HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. SHEET G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16' ANNEALED (MIN.) GLASS, 6/16" OR 3W AIR SPACE AND 5/16' LAMI GENERAL NOTES ............. I CONSISTING OF (2) LITES OF 1/8- ANNEALED GLASS WITH A .OW -PVB" INTERLAYER. GLAZING DETAILS ............ 2 DESIGN PRESSURES.......3 H. 13/18' LAM[ IG: (1) LITE OF 1/8' OR 3116'ANNEALED (MIN.) GLASS, 5/16" OR 3/8' AIR SPACE AND 5/16" LAMI CONSISTING OF (1) LITE OF 11W ANNEALED GLASS AND (1) UTE ELEVATIONS ..................... 4 OF 1/8' HEAT STRENGTHENED GLASS WITH A .090" "PVB' INTERLAYER. VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 L 13/16" LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 5/16' OR 3/8" AIR SPACE AND 5/16" LAMI PARTS LIST ....................... 6 CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A .090- "PVB- INTERLAYER. EXTRUSIONS .................... 7 CORNER DETAIL .............. 5 J. 13/16' LAMI IG: (1) LITE OF 1/8' OR 3/16" ANNEALED (MIN.) GLASS, 3/16' OR 1/4' AIR SPACE AND 7/16" LAMI ANCHORAGE .................... 8-11 CONSISTING OF (2) LITES OF 3116- ANNEALED GLASS WITH A .090" "PVB" INTERLAYER. K. 13/16' LAMI IG: (1) LITE OF 1/8" OR 3116" ANNEALED (MIN.) GLASS, 3116" OR 1/4" AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GLASS WITH A .090" "PVB" INTERLAYER. L. 13/16' LAMI IG: (1) LITE OF 1/8" OR W16" ANNEALED (MIN.) GLASS, 3/16' OR 1/4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116- HEAT STRENGTHENED GLASS WITH A .D90" "PVB" INTERLAYER. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. BwlaingCoh �(v- o -'j�21 E � Demme. 7. REFERENCES: TEST REPORTS FTL-4858, FTL-4859 AND FTL-5330. ELCO TEXTRON NOA'S Mim ' Prodr1 C'vupd� ANSIlAFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEgtj Dq"ELj8VSTED TO O MPLY WITH THE REQUIREMENTS OF THE FLOMDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANEZONE (H)iHZ). • • • • • • • • y;�, 'i , "V 9. FOR INSTALLATION IN ft HVFi2p jVESO IR, &-A9911MPEM - L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. - 'PVB" = .090" BUTACITEOS PVB INTERLAYER BY KURARAY AMERICA, INC. _ _v ar aluzv>e c • AQDm ?PACERS EET GENERAL NOTESWAWW • • • • • • • • • • • +Oro TECHNOLOGY DRIVE>r N. VENICE, FL: �— �• '�` '' ''1 c: �1^��- • ,"' ;. `��'�•.:.....• •i �',�` ,,• t� �++•. • • • • • ALUM HORIZONTAL ROLLER WINDOW, IMPACT P.O. .O. BOX 152D f Il P.E. NOKOMIS• FL 34274 lr'* Bette HR �710 NT.S 1 + 11 412%1� G P.E.A'SSM558705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/2' NOM. GLASS BITE 18' ANNEALED OR HEAT STRENGTHENED GLASS .DSDINTERLAYER 1B' ANANN NEAA LEDD OR HEAT STRENGTHENED GLASS 5IIW MOM. 5/16' LAMINATED GLASS EXTERIOR INTERIOR (ALL SECTIONS) 21 12' NOM. GLASS BITE V 18' ANNEALED OR HEAT STRENGTHENED GLASS .0e0 PVB INTERLAYER 1B' ANNEALED OR HEAT STRENGTENED GLASS 5/16' LAMINATED WI B' OR 38' AIR SPACE 18' OR 3416' ANNEALED OR TEMPERED GLASS 13/1r NOM. 13116' LAMI IG GLASS W/ 5/16' LAMI STRUCTURAL STRUCTURAL SILICONE IOLYISOSUTYLEN 1/4' NGM FOAM WITH WITH DESICCANT J�/J% / I DESICCANT EXT. GLASS �� i EXT. GLASS-y 1/2' NOM. GLASS BITE part Description Material 75 KomffwAing 4SG TPS Spacer System See this Sheer for Materials 76 Quanex Super Spacer nXT with Hot Melt Butyl 77 Quanex Duraseal Spacer 78 Cardinal XL Edge Spacer 6ncr­— ...I ncra'n .. r,—, . — 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 3116' ANNEALED OR HEATSTRENGTHENED GLASS FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.G. GLASS CAP. 'FAM' = BOTH THE DP AND ANCHOR KURARAY BUTACITE QUANTITY TO REMAIN PVBINTERLAYER UNCHANGED. or SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY 12' NOM. GLASS BITE 72,73,74,75,76,77 4,1110* NN ANNEALED OR HEAT STRENGTHENED GLASS .DBD PVB INTERLAYER3116' GTNE]•ID ANNEALED OR HEAT STRENGLASS 7/16' LAMINATED 311 S. OR 114' AIR SPACE 18' m 3116' ANNEALED OR TEMPERED GLASS 13/18' NOM. 13/16' LAMI IG GLASS W/ 7/16' LAMI ALUMINUM .T BUTYL REINFORCEMENT POLYISO- BUTYLENE 16' NOM. 5116" NO SEAL BUTYL 8 ROLLfORMED_ DESICCANT FOAM STAINLESS STEEL EXT.GLASS •�• • • • • /Af,L/\ INT. GLASS • • WT• GLAy • • • Y(�/ K015L13PAM; ; ; ; • SUPER_ TS 439 TPS• • • • • SPAEER®NXT1 ;ANT FILL AREA PRODUCT REVISED — 5/16' NOM. w amTAYiag -itA the Ftuid. 8,ildbS Code SIUCONESM ACCPMomM l(o'O •13 - EXT. GLASS INT. GLASS INT. GLASS DURASEAL(D OSPACER XL EDGE°' 76 SPACER MEDtACS-• P T GLAZING DETAILS 10M IECHNOLOGV DRIVE ># • • • • N. vEN6cE. FL s+zrs ALUM. HORIZONTAL ROLLER • • • • • P.O. SOX 154 NOKOMIS. R. 34274 vw* &mr �� ~` •,.e • Nw10 FW1 2 • 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • tenon "n / By Mime P1od•e1 ? >'•' Cc' t DOW, IMPACT ;; ` S: •�", s 1Yrc A LYI4NI LIIIL��R P.E 4127-10 G P.EN587D5 TABLE 1. XOX (1/4,1/2,1/4) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1r' SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 3/8" 48" 50518. 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 , -60.0 +60.0 -60.0 +60.0 ! -60.0 +60.0 -60.0 88" A,B,G,H +60.0 -60.0 +60.0 1 -60.0 +60.0 ; -60.0 +60.0 -60.0 +60.0 ; 50.0 +60-0 50.0 +58.8 -58.8 +56.2 ! 56.2 FOR INSTALLATION IN 100 3/8" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 , -60.0 +60.0 -60.0 +60.0 , -60.0 +60.0 -60.0 +55.2 1 -55.2 +52.3 j 52.3 THE HVHZ ABOVE 30 108" A,B,G,H +60.0 -60.0 +60.0 , -60.0 +60.0 ; -60.0 +60.0 '60.0 +60.0 -60.0 +60.0 .60.0 +54.6 1 -54.6 +51.7 51.7 FT, GLASS TYPES G- LSHALL HAVE A 111" A,B,G,H +60.0 50.0 +60.0 60.0 +60.0 , $0.0 +60.0 -60.0 +60.0 -60.0 +59.5 59.5 1 +53.6 -53.6 +50.9 50.9 TEMPERED I.G. GLASS UP TO 111" C,1 +60.0 , -60.0 CAP. BOTH THE DP AND ANCHOR E,F, QUANTITY REMAIN UP TO 111 J,K,L +75.0 75.0 UNCHANGED. TABLE 2. XOX (1/3,113,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" ABCD,E' TO 86 7116" G,H,I +fi0.0 b0.0 TO W WIG"K L TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" 38 318" 48" 50 518" 54" 60" 63" 80" A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 I -75.0 86" A,B,G,H +75.0 -75.0 +75.0 i -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 -75.0 +74.2 -74.2 +70.2 70.2 72" A,B,G,H +75.0 -75.0 +75.0 i -75.0 +75.0 -75.0 +75.0 -75.0 +76.0 . -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -66.2 PRODUCTREVISED .,.Plying wilh the Fbride A,B,G,H +75.0 -75.0 +75.0 1 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 58.1 +63.8 ; -63.8 n / n.t. E,F, +75.0 -75.0 UP TO 74" I, A L Dy A{;emi Pr"d.ct GLASS TYPES: TEST REPORT FTL-4858 ()OX), FTL-4859 (OX & XO) AND FTL-6330 A. 5/16" LAMI - 1/8" A, .090,1/8" A) G. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A) es B. 5/16" LAMI - (1/8" A!.090,1/8"" • • • ;J. INje iAMI IG-1/8" OR 3/16"A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"HS) C. 5/16" LAMI - (1/8" HS!.090,1W H6) i 11 • •43l16Z LAMI IG-1/8" OR 3/16-A (MIN.), 5/16" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"HS, .090,1/8"HS) _,. _ 1:: ;.. D 7/16" LAMI - (3/16" 9,!090!3'1W At • • 18/167-LAMI IG•1/8" OR 3116"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"A, .090, 3/16"A) 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE; 7/16" LAMI - (3/16"A, .090, 3/16'HS) F. 7/16" LAMI - (3J16" S, 3J76" ) L. 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3(16"HS) Ir.r� far •.irr . • • • • • • • • • DESIGN PRESSURES ` •.'. • • • • • • • • • • 1U707ECHNOLOOY DRIVE • •• • • N. VENICE. FL 34275•, ALUM. HORIZONTAL ROLLER WINDOW, IMPACT P.O. BOX 1529 NOKOMIS. R3W4 lZibly Betttr 1,R7fO NT$ 3 + }} ��~4}27-}O v+ A-P.ER P.E. firs or Fx ga rr. rma, .... ....... . . . • • . . . . . • . .. •. • . . .. .. ... . . . ... . . F B 27 3/8" MAX. DLO VENT 54 5/16" MAX. DLO FIXED oz Ir. 110" MAX WIDTH I.F. FRAME —� F�-111' MAX. WIDTH FI 4Nt:F FReuF - 5'. DL F L DETAIL B - XOX (1/41/2-1/4� i B DLO FIXED C DLO VENT y FLAN A I A FRAI ALI USX. LL ) ALL / I / 56" MAX. DLO ALL CONF XED VENTS 62' MAX TES O I X I.F. FRAME ALL CONFIG. I� 1h- J. j L . FFV1• L —+I FRAME I �—�-3-Ud.PbT 74' MAX. WIDTH FLANGE DETAIL A - OX OR XO • • • • • • • • • '070 TECHNOLOGY DRIVE N. VENICE, FL 34276 • • • • P.O. BOX I= NOKOMIS, FL 34274 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2727 MAX. OLD DLO MAX. DL DLO VENT FIXED D D B B � 85 7/16" MAX. WIDTH I.F. FRAME 7/16" MAX. WIDTH FLANGE FRAME DETAIL C - XOX (1/3-1/3-1/3) NOTE: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. SEALANT OR GASKET 3E AT HEAD AND SILL IE 15 IG. PRODUCT REVISP.D 15 I.F. FRAME atc plying wiN+he Flaidr — BuitdmQ �� -O 1 / ny 13 FLANGE FRAME VIEW D-D (FRAME CORNER CONSTRUCTION) ELEVATIONS ALUM. HORIZONTAL ROLLER WINDOW, IMPACT I `" ��• Frt7to rr A" �t 4 + 11 �••` 4127--10 — G A LYNN MILLER. P.E. P.EA56705 MAX. HEIGHT FLANGE FRAME (VERTICAL INTERIOR -_i I--- MAX. FIXED DLO --I I -� MAX. WIDTH (FLANGE FRAME) 19 SECTION B-B 17 (HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME) MAX. FIXED DLO ----I �— MAX. VENT DLO r MAX. WIDTH (I.F. FRAME) " EXTERIOR SECTION A -A (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME) EXTERIOR SECTION C-C ;ECTION, FLANGE FRAME) (VERTI • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SILL SECTION, I.F. FRAME) 0 TECHNOLOGY DRIVE N. VENICE• FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 HEAD (VERTICAL SECTION, I.F. FRAME) SECTIONS ALUM. HORIZONTAL ROLLER WINDOW, II mere s.e — n+nw HR710 Half 5 • 11 4127-10 MAX. VFJCT DLO PRODUCT REVISED a complying with the FllrAft Ouildmg Cok L3 nc¢ptece e mlion Date xr MlWni Pm�a It; o A LYNN MILLER P.E RE.i SS705 1 4102 1 A IFLANCE FRAME HEAD 6063-T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CLIP 6063-T5 AL 612244 3 #8 X 3/4 PH. PAN HEAD - 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063-T5 AL 6 4136 ISILLADAPTOR FLANGE FRAME SILL. 6063-T6 AL 64136 7 4137 6063•T6 AL 64137 1.000 W STP._ 187 X 230, FIN SEAL SASH TOP & BOTTOM RAIL WSTP.,.250 X .270BACK, FIN SEAL ROILERHOUSING& GUIDE BRASS ROLLER WHEELS HORIZONTALROLLER SASH TOP G SASH MEETINGRAIL WSTP.,.170 X .270 BACK, FIN SEAL SWEET LATCH #8 X .625 PH. FL SMS SASH SIDERAIL W STP.,.250 X .270 BACK, PIN SEAL BULB W FATHERSTRIP .187 X 275 LIFT RAIL COVER CAP I.F. FRAME BEAD I.F. FRAME SILL LF. FRAME JAMB GA23NGSIUOONA DOW 899,995 O VINYL GAZING BEAD BULB (' WCR VINYL GAZING BEAD BULB (TIm GAZING BEAD - 5/16" GAZIINGBEAD-5/16" W/G ILLKIT GA2M BEAD - 7/16" GAZINGBFAD-7/16" W/G I LKLT GBAZINGBEAD-13116" 61 5116" LAMI V/8" A 62 " 5/1P 63 1 17/16" LAMI 3/16" A,.090PW 64 1 17/16' LAMI 3/16" A, .090PVI 65 " 7/16" LAJMI( S,.090 • • •o • . 6063-T6 AL 64131 POLYPROP. 71298 7PAD1626 6063-T6 AL 612225 74134W /K 781PQA 6063-T5 AL 6411OG 6063HD-TEAL 64054A 64066G 6063-T5 AL 612240 61683E 42112HD BRASS 7BRWHL2 POLYPROP. 44128N rrEMjDWG#jRWj DESCRIPTION I MAIL I PCI# GLASS 13/16"LAMIIG.1/8"A , 3/8"AIRSPA Y16" LAMI 1/8"A .090PVB 1/8"A 13/16"LAMI IGl/8"A 3/8" AIR SPA 5/16LAMI (1/8"A,.090 PVB 1/8"HS 13/16"LAMI IGl/8"A (MIN.), 3/8" AIR SPACE, 5/16"LAMI (1/8"HS,.090PVB, VMS) " IY16"LAMI IGa3/16"A (MIN.), 5/16' AIR SPACE, 5/16"LAMI (1/8"A,.090PVB, 1/8"A r 13/16" LAMI IG-3/16"A (MIN.), 5/16' AIR SPACE, 5/16" LAMI (VrA,.090PVB,1/8"HS) 13/16" LAMI 1G-3/16"A (MIN.). 5/16" AIR SPACE, 5/16" LAMI (1/8"HS,.090 PVB,1/8"HS) 13/16" LAMI IG-1/8"A . , V4" AIR SPA 7/16' LAMI 3/16"A .090PVB, 3/16"A 13/16" LAMI IG•1/8"A , 114" AIR SPACE, 7/16' LAMI 3/16"A .090PVB, 3/16"HS 74 13/16" LAM] IG-VrA (MIN.), 1/4" AIR SPACE, 7/16" LAM! (3/16"HS, A90 PVB, 3/16"HS 75 13/16" LAMI IG-3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090 PVB, 3/16"A) 76 13/16" LAMI IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI (3/16"A, .090PVB, 3/16"HS) 77 13/16" LAMI IG3/16"A (MIN.), 3/16" AIR SPACE, 7/16" LAMI(3/16'HS, .090 PVB, 3/16"HS) 90 1014 jscREENFRAmE OR & VER 3105-H14AL 91 1630 SCREEN CORNER KEY W /RINGS POLITROP. 92 1631 SCREEN CORNER KEY W/O(JT RINGS POL)TROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCRIEI SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE - .135 DIA. HARD EM PVC 96 SCREEN CLOTH 6063HS T6 AL 64006 2.710 --I 67S 16G DIE-CAST 71096 7858 6063-T5 AL 64126 2.624 61683E 61683G Jj .12 74078"C" LORR 6063-TEAL 64139 41 I.F. FRAME HEAD 6063-T6 AL 64140 #4139,6063-T6 6063-T6 AL 64141 6063-T5 AL 6063-T5 AL 6063-T5 AL 6063-T5 AL 00 • • • • • • • • • • ,—ply . 6TP247W,K I C REVISED ns canplytug with the Florida Building Code 6TP248K 2.784 nccepua"Tlo I�p' 0 4r�,�, 64039B 644703 .062 3.152 B �� 64222 F. 1 .062 6985 1.98B' 64067 43 I.F. FRAME JAMB #4141, 6063-T6 2.710 42 LF. FRAME SILL -��+ #4140, 8083-TB •` i.>!; 'O7ECHNOLOGY DR NE PARTS LIST ^' •'' : - N. VENICE, FL 31275 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NN P.O. BOX 157B — — p��y �„ NOKOMIS, R ]�Z/4 11�r+j� BenA r A LYNN #M i r-T: P.E +w+o N1S 6 11 4127-f0 G P.Ea15mo5 .062 1. 73 LJ�f -flo 1.Z73 1 ��il 1 ---2.710—{ —L O FLANGE FRAME HEAD #4102A,6063-T6 1.122 1-2.710-� O FLANGE FRAME SILL #4136,6063-T6 061 -�-IF---.062 .490I 1 •"7 1.46 O SASH STOP O HORIZ. ROLLER TRACK #4025,6063-T5 #4131.6063-T6 �3 L"l.349-'-1 21 SASH TOP & BOTTOM RAIL #4133,6063-T5 2L062— LIF 7 -� 1.081 Y - 32 SASH MTG. RAIL #4006D,6063HS-T6 -�{ 1.187 52 .062 3. 90 O FRAME SILL ADAPTER #4137, 6063-T6 ' 1. BJ � •062 �1.403 17 FIXED MEETING RAIL #4054B,6063HD-T6 2. 26 1297+I 37 SASH SIDE RAIL #4126,6063-T5 1--1.513- 1 1 '040 I 738 t1.4" O SASH STOP COVER #4053,6063-T5 T- 2.784—1 t.3e3 .062 13 FLANGE FRAME JAMB #4002A,6063-TB 8 .878 1.096-T 53 GLAZING BEAD, 5/16" #4039B, W63-T5 .678 444 •678 •050�.678 i—m .050 -+1.096••••T 1.15-1��{� �1.097 54 GLAZINnEAID, 5f16 • • • g� • GLAZING BEAD 7/16" 56 GLAZING BEAD, 7/16" 59 GLAZING BEAD, 13/16" • • • • • • �� 6068•TS #g85C, 6063-T5 #4067, 6063-T5 #4044B,6&63-T5 • • • • • • (USED W/GRILI•WA • • • • • • • (USED W/ GRILL KIT) • • • • • • lip T EXTRUSIONS 1070 TECHNOLOGY DRIVE • • • • • • • • • • ! N. VENICE, FL 34275 n` • •+ •�•- P.O. BOX 162D ALUM. HORIZONTAL ROLLER WINDOW, IMPACT • • • • • onr NOKOMIS•FL34V4 Vui*&tter n" • �• H81)' M r 11 4127-10 G SQL?OB • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the PAM& A! Acce.taoa l4o ►iv-o % •G✓41 He 're4ion D4u alunn, VhOdna / A • LYNN MLLER P.E, \ REA 60705 C ANCHOR QUANTITIES, XOX 1/4-1/Z.114 WINDOWS TABLE 4 NOTES: 1. ANC GLASS TYPES A,B,C,G,H,I GLASS TYPtS D ,F,J,K,L 2,3, WOOD 2 CONC 1, CONC 2,3, WOOD 2, CONC ANCHOR Mi -1/4' ELCO TAP 2 - 1/4" ELCO SS4 CRETE-FLEX 3-#12 STEEL SCREWS (G5) d SUBSTRATE ZONES ZDNES ZONES ZONES ZONES NE 2. GLASS FOR INSTALLATION IN THE HVHZ ABOVE 30 A. 5/16" LAMI - (1/8' A,.090, 1/8' A) WINDOW SIZi 1m d SQ.L Im HEAD d SILL y y HEAD d SILL HEAD d SILL to I HEAD d SILL y !m HEAD a SILL':, HEAD ii a i I` S 3 !� B.5116"LAM[-(1/8"A,.090,1/8-HS) FT, GLASS TYPES G - L SHALL HAVE A v W H is �> > " TEMPERED I.G. GLASS CAP. BOTH THE DP AND C.5/1 "HS , 7/16' LAMI - (3l18' A,.090, 3/16' ANCHOR QUANTITY REMAIN UNCHANGED. 53.125x 38.376 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1� 2 1+C2+1+C2+11 2 48.000 E.7 - ) 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 31 50,625 i+C2+1+C2+13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+11 3 1+C2+1+C2+1 i 31 F. 7116" LAMI - (3/16- HS,.090, 3/16- HS) G. 13/16" LAM) IG - 1/8" OR 3/16' A (MIN.), 5/18" OR 318- SPACE, 5/16' LAMI - (1/8- A,.D90, 113" A) 54.000 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11 3 H. 13116- LAMI IG -1/8- OR 3/16" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAM] - (1/8" A,.090, 1/8" HS) 80.000 1+C2+1+C2+1 1 3 1+C2+1+C2+1 I 3 1+C2+1+C2+/ 13 1+C2+1+C2+1 3 1+C2+1+C2+1) 3 1+C2+1+C2+1 i 3 I. 13116" LAMI IG -1/B" OR 3/16" A (MIN.), 6/16" OR M- SPACE, 5/16- LAMI - (1/8" HS,.090, 1/8- HS) J. 13/16' LAM[ IG - 1/B' OR 3116- A (MIN.), 3116- OR 1/4-SPACE, 7/16- LAMI - (3116- A,.090, 3116" A) 63.000 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1' 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+11 3 K. 13/16' LAMI IG - 1/8" OR W16- A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13/16" LAMI IG - 1/8" OR 3/18' A (MIN.), 3/18" OR 1/4' SPACE, 7/16" LAMI - (3/16" HS,.090, 3/76" HS) 60.000 x 3B.375 1+C2+1+C2+11 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1i 2 1+C2+1+C2+1 2 1+C2+2+C2+1! 2 48.00D 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1+C2+1+C2+11. 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+2+C2+11 3 60.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1� 3 1+C2+1+C2+11 3 1+C2+2+C2+11 3 DIMENSIONS. FO EXT LARGER WINDOW IN TABLE. 54.000 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1, 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+11 3 HEAD d SILL: 10 12" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 60.000 1+C2+1+C2+11 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1) 3 1+C3+2+C3+1 3 i 25 3/4" MAX. FROM CORNERS. : 9" MAX. FROM CORNERS AND 221/2' MAX. O.C. 63.000 1+C2+1+C2+113 1+C2+1+C2+113 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+2+C3+113 TABLE KEY: X O X +C3+4+C3+1 3 ANCHOKOUANTITY PER JAMB 74.ODOx 38.375 1+C2+2+C2+11 2 1+C2+1+C2+1 2 1+C2+2+C2+1) 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1! 2 1+C2+2+C2+11 3 1+C2+1+C2+1 3 1+C2+2+C2+1j 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2•+2+C2+1 3 46.000 - 50.625 1+C2+2+C2+11 3 1+C2+1+C2+1 3 1+C2+2+C2+11 3 1 1+C2+2+C2+1i 3 1+C2+2+C2+1 3 1+C2+2+C2+13 HEAD AND SILL ANCHOR QUANTITY. 54.000 1+C2+2+C2+113 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C3+2+C3+11 31 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1+C2+2+C2+1 3 1+C2+1+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 61000 ANCHOR AT EACH OPERABLE VENT - 63.000 1+C2+2+C2+11 3 1+C2+1+C2+1 3 1+C3+2+C3+1 I 3 1+C3+2+C3+11 3 1+C2+2+C2+11 3 1+C3+2+C3+1 j 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL 84.000 x 38.375 1+C2+2+C2+11 2 1+C2+2+C2+1 E 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1) 2 48.00D 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1 +C2+2+C2+1 13 1+C3+3+C3+11 3 (3- MIN. O.C. ANCHOR SPACING) 5D.625 1+C2+2+C2+11 3 1+C2+2+C2+1 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C2+2+C2+11 3 1+C3+3+C3+1 13 54.000 1+C2+2+C2+13 1+C2+2+CZ+1 3 1+C2+2+02+1 3 1+C2+2+C2+1 3 1+C2+2+C2+113 1+C4+3+04+1I 3 25 3/4" max. • MIN. 60.000 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C3+2+03+1' 3 1+C3+2+C3+113 1+C2+2+C2+1 3 1+C4+3+C4+11 3 63.00D 9" REF. X O X VISED as cnm PRODdymI'88 with Florida 1+C2+2+C2+113 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1i3 1+C2+2+C2+113 1+C4+3+C4+13 106.375x 3B.376 C2+2+C2+112 1+C2+2+C2+1 2 1+C2+3+C2+1' 2 1+C2+3+C2+1 2 1+C2+3+C2+1' +C2+4+C2+1 48.000 1+C2+3+C2+11 3 1+C2+2+C2+1 3 1+C3+3+C3+11 3 1+C3+3+C3+1' 3 1+C2+3+C2+1 3 1+C3+4+C3+11 3 MTG. RAIL, TYP. A piaoce� /(o-O ll�,Ij 1+C2+3+C2+11 3 1+C2+2+C2+1 3 1+C3+3+C3+1i 3 1+C3+3+C3+1 3 1+C3+3+C3+1 1+03+4+C3+11 3 ® EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS A 2) 64.000 1+C3+3+C3+11 3 1+C2+2+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1i 3 1+C4+4+04+11 a (SHOWN IN TABLE KEY ABOVE) sY tifieari P44N[aCf 1+C3+3+C3+113 1+C2+2+C2+1 3 1+C4+3+C4+1.3 1 1+C4+3+C4+114 1+C3+3+C3+1 3 1+C4+4+04+1! 3 SD,000 63.000 1+C3+3+C3+113 1+C2+2+C2+1 3 1 1+C4+3+C4+11 3 1+C4+3+C4+11 4 1+C4+3+C4+1i 3 1+C5+4+C5+1i 31 25 3/4" MAX. 1 1--3- IN. P 111.000x 38.375 1+C2+3+C2t11 + 2 2+ 2 1+C2+3+C2+11 2 i+C2+3+CZ+1! 3 1+C2+3+C2+1 2 1+C2+4+C2+11 2 48.000 J- ,•'i'� _���' 9' REF. 1+C2+ 113 1+C242+E2+ 3 +0E+34C34M1 1+C3+3+C3+1' 3 1+C2+3+C2+1 3 1+C3+4+C3+11 3 50.625 X O X T 1+C2+3+C24413 1+t142+t2+ 3 +Ox1+3.08�11 3 4+C3+3+C3+1 3 1+C3+3+C3+113 1+C3+4+C3+1i3 54.000 r _ •- - 1+C3+3+084N13 •-4*2+Cf+ 3 1•C3+3•C3•'[1 6+C3+3+C3+1 3 14C3+3+C3+113 1+C4+4+C'4+13 1+C3+3+C3+113 1+C2+2+C2+1 3 1+C4+3+C4+113 1+C4+3+C4+1 4 1+C3+3+C3+113 1+C4+4+C4+tI 3 80.000 MTG. RAIL,TYP. _ 63.000 1+C3+3+C3+11 3 1 1+C2+2+C2+1 3 7+G+3+C4+11 3 1+C1+3+CN1 4 1+C4+3++1 G 3 1+C5+4+CE+11 4 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS - T ANCHORAGE SPACING XOX 1/4-1/2-1/4 ""`� • • • • • • I470 1Ec11DRIVEOLoov DRIVE P • • • • • • • • • • • N. VENICE. FL 34275 P.o. Box lszn NOKOMIS. FL 34V4 T•rc ' • , '' �' . ,'. ALUM. HORIZONTAL ROLLER WINDOW, IMPACTVw aW44rt -"a" ~` A LYNN MILLER P.E.FJC MUM NT8 8 + 11 ....... G P.E;esB7O5 • • • • • 1U* Bemr SR ZPAW JJ. w ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• rs IANCHORME I 2,Z WES B:SUBSTRATE ZONES H GLASS TYPES C,D,E,F,I,J,K, L 1, DONC 2,3, WOOD 2, CONC 1 1, ZONES ZONES ZONES 2 WINDOW SM HEAD 8 SILL HEAD 8 SILL , l HEAD 8 SILL 11HEAD 8 SILL �2 HEAD 8 SILL 2 BEAD a SILL W { 48.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1'2 1+C2+1+C2+1 2 1+C2+1+C2+1j2 1+C2+1+C2+1i 2 1+C2+1+C2+1;2 48.000 1+C2+1+C2+1 3 i+C2+1+C2+1; 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+1'3 1+C2+1+C2+113 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+113 1+C2+1+C2+1{3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 /+C2+1+C2+1F3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1t3 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+113 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1, 3 1+C2+1+C2+1,3 1 +C2+1+C2+1 13 1+C2+1+C2+1 3 1+C3+1+C3+1;3 53.125x 38.376 1+C2+1+C2+1'2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1i2 1+C2+1+CZ+1;2 48.ODO 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1,3 1+C2+1+C2+1i3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1; 3 1+C2+1+C2+1 3 1+CZ+1+C2+1 3 1+C2+1+C2+1. 3 1+C2+1+C2+1,3 54.1100 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+1'3 1+C2+1+C2+1{3 60.0DO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1!3 1+C2+1+C2+1'3 i+C3+1+C3+1'3 63.OD0 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1'3 60.ODOx 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+112 1+02+1+C2+1J2 1+C2+1+C2+112 48.ODD 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+11.3 1+C2+1+C2+1 3 1+C2+1+C2+113 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1!3 1+C2+1+C2+113 1+C2+1+C2+1;3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1)3 1+C2+1+C2+1i3 1+C3+1+03+13 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1'3 1+C2+1+C2+1i 3 1+C3+1+C3+1i3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C3+1+C3+1t3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 66.000x 39.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1!2 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1;3 1+C2+1+C2+1{3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 54.ODO 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C2+1+C2+1{3 1+C3+1+C3+1'3 60,000 1+C2+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+1 3 1+C3+1+C3+1'3 1+C2+1+C2+1(3 1+C3+1+C3+113 63.ODO 1+02+1+C2+1 3 1+C2+1+C2+1'3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+13 74.000x 38.375 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1{2 1+C2+1+C2+1 2 48.WD 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C3+1+C3+1;3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1! 3 i+C3+1+C3+1'3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1 1+C2+1+C2+1.3 1+C3+1+C3+1 3 60.ODO 1+C2+1+C2+1 3 1+C2+1+C2+1; 3 1+C3+1+C3+1 3 1+C3+1+C3+1;3 1+C2+1+C2+113 1+C3+1+C3+1;3 63.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1t3 84.ODOx 38.375 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 2 1+C2+1+C2+112 48.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C2+1 3 1+C2+1+C2+13 1+C2+1+C2+11 3 1+C3+1+C3+1.3 50.625 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+13 1 1+C2+1+C2+7'3 1+C3+1+C3+1{3 54.000 1+C2+1+C2+1 3 1+C2+1+C2+113 1+C3+1+C3+1 3 1+C3+1+C3+1i3 1+C2+1+C2+113 1+C3+1+C3+1{3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+114 1+C3+1+C3+1;3 1+C3+1+C3+1 3 63.ODD 1+C3+1+C3r1, 1+ +W+ +1 1 + 3 1+C3+1!4 1+C3+1+C3+1, 3 1+C4+1+C4+1 4 86.437x 38.375 1+C2+1+ 2 1+ 1+ + 2 +C2+1+C2+1!3 1+C2+1+C2+1{2 1+C2+1+C2+1 2 48.DD0 1+C2+1+C2+1 III1+C244+01+1 MC21+62+ 3 1+0*+1+C2+11 3 1+C2+1+C3+113 1+C3+1+C3+1 3 50.625 1+C2+1+C2+ 3 1+ +1+C2+ 3 1 +1 + 3 C2+1+C2+1!3 1+C2+1+C2+113 1+C3+1+C3+1 3 54.000 1+C2+1+C2+113 I+C2+1 +C2+11 3 11+C3+1+03+1 3 1+C3+1+C3+1i3 1+C2+1+C2+li3 1+C3+1+C3+1E3 60.000 1+C2+1+C2+1 3 1+C2+1+C2+11 3 1 1+C3+1+C3+1 3 1+C3+1+C3+1!4 1+C3+1+C3+113 1+C4+1+C4+1 4 av inn sa[•_7a1s 1 C2+1+C2 3 1+C:3+II + +C3+1!4 1+C3+1+C3+113 1+G+1+C4+1 4 NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3- #12 STEEL SCREWS (135) 2. GLASS TYPES: A. 5116" LAMI - (1/8' A,.OW, 1/8' A) FOR INSTALLATION IN THE HVHZ ABOVE 30 B. 5/16' LAMI - (1/8• A.090, 1W HS) FT, GLASS TYPES G - L SHALL HAVE A C. 5/16" LAMI - (1/8" HS,.090, 1/8' HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND D. 7/16- LAMI - (3116" A,.090, 3116" A) ANCHOR QUANTITY REMAIN UNCHANGED. E. 7/16" LAM[ - (3/16- A,.090, 3/16" HS) F. 7/16- LAMI - (3/16" HS,.090, 3/16" HS) G. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16- OR 3(8" SPACE, 5/16' LAMI - (1/8" A.090, 1/8' A) H. 13/16" LAMI IG - 1/8" OR 3/16- A (MIN.), 5/16' OR 318" SPACE, 5/16" LAMI - (1/8" A,.090, 1/8" HS) I. 13/16" LAMI IG -1/8" OR 3/16" A (MIN.), 5/16" OR 3M- SPACE, 5716• LAMI - (1/8" HS,.090, 1/8' HS) J. 13/16"LAMI IG - 1/8' OR 3/16" A (MIN.), 3/16' OR 1/4' SPACE, 7/16" LAMI - (3/16" A,.090, 3/16-A) K. 13/16" LAMI IG - 1/8" OR 3/16" A (MIN.), 3/16.OR 1/4" SPACE, 7/16" LAMI - (3/16" A,.090, 3/16" HS) L. 13116' LAMI IG -1/6' OR 3/16" A (MIN.), 3/16- OR 1/4' SPACE, 7/16- LAMI - (3116- HS,.090, 3/16" HS) 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD & SILL: 10 1/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERUNE 25 314" MAX. FROM CORNERS JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. TABLE KEY: X O X 1+C3+1+C3+1 3 ANCHOR QUANTITY PER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3" MIN. O.C. ANCHOR SPACING) 25 3/4" MAX. -►{ 1--3- MIN. 9"REF. X O X 71 MTG. RAIL, TYP. EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS (SHOWN IN TABLE KEY ABOVE) 25 3/4" MAX. 1 12" IF3' MIN. 9' REF. X 0 X MTG. RAJ L, TYP. EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS • • • • • P T ANCHORAGE SPACING, XOX (1/3-1)3-1/3) • • • • • • 10707ENICEUL34276DRIVE tr N. VENICE, FL 34276 ALUM. HORIZONTAL ROLLER WINDOW, IMPACT P.O. 60X 1579 arae a.,k NOKOMIS,Ftr L-.4 VW6&Beewr 7;o NTH MeJ9 • 11 or•r 412T 10 G • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 000 0 0 PRODUCT REVISED as a Plyiag with the Florida Building CO& 3 Amcpf x No Px ' Data sY Minmfi WodseC _ A' 6rM6 A LYNN MILLER RE P.E.i 55705 1 3/4" MIN. E.D. TYP. MIN. 3.4 KSI 1" MIN. EDGE CONCRETE *SHIM NOTE1 1x WOODBUCK, NOTE3 /XAX. CONCRETE ANCHOR, NOTE 1 1 14' MAX. 2x WOOD BUCK, NOTE 3 1 3/8" F MIN. WOOD ANCHOR, DETAIL A NOTE 2 DETAIL B TYPICAL FLANGE FRAME HEAD SECTIONS MAX. ������111111 SHIM SHIM 3/8' 1/4" MAX SHIM 1 1/4" MIN. 1 NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4- ELCO TAPCONS EMBEDED 1 3/8' MIN. OR 1/4" SS4 CRETE-FLEX EMBEDED 1 3/4' MIN.. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4. FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS) OR 1/4- SS4 CRETE-FLEX WITH #12 TRIMFIT HEAD. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 10. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. S. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCRI_WS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE MIN. (1.5 KSI CMU) OR /� PER NOTE 1 J ' (3.4 KSI CONCRETE) WOOD CONCRETE ANCHOR, ANCHOR NOTE 2 NOTE 1 1 3/4' EXTERIOR INTERIOR ' MIN. EDGE l MIN. E.D (HE�& SILL DETAILS A B, C, D, & H) TYR 2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 4 SEE NAILIN< INTERIOR DETAIL E DETAIL F (JAMB DETAILS E. F & 1) EXTERIOR TYPICAL FLANGE FRAME JAMB SECTIONS CONCRETE ANCHOR, NOTE 1 MIN. 3.4 KSI CONCRETE 1/4" MAX. SHIM NOTE 1 • •� .I 1 3/4' • • • �f •• • • • E.D. • • • • i OIDDO DETAIL ••. •B��UCR," NOTE 3 WOOD r ANCHOR, NOTE 2 114' MAX. SHIM 1 SEE NAILING 1 3/8' MIN. !.'MIN. 6bGE • DETAIL D •• • • •• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2' NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. IBEDMENT SEE NAILING 2-1IY MIN. EMBED —jD�j DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS a rO TECHNOLOGY ORIVE , , •• • "• •"• " •"— -- • • —__ N. VENICE, FL3 V 1� P.O. BOX 152e ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKOMS, FL 34274 VW* Better _�1G H ff 11 + 11 "4127-10 1 G PRODUCT REVISED m—plyias with the Florida Expinlion Deb2021 ay Miami Prodect ..1f I" A. LYNN MILLER. P.E. P.EY 58705 CONCRETE ANCHOR, NOTE 1 MIN. 3.4 KSI CONCRETE 1/4" MAX. SHIM NOTE 1 • •� .I 1 3/4' • • • �f •• • • • E.D. • • • • i OIDDO DETAIL ••. •B��UCR," NOTE 3 WOOD r ANCHOR, NOTE 2 114' MAX. SHIM 1 SEE NAILING 1 3/8' MIN. !.'MIN. 6bGE • DETAIL D •• • • •• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL H (HEAD) NAILING .131 DIA. MIN. x 2 1/2' NAIL AT CORNERS AND 5" O.C. TYPICAL DETAILS G, H & I. IBEDMENT SEE NAILING 2-1IY MIN. EMBED —jD�j DETAIL G (SILL) DETAIL I (JAMB) TYPICAL INTEGRAL FIN FRAME SECTIONS a rO TECHNOLOGY ORIVE , , •• • "• •"• " •"— -- • • —__ N. VENICE, FL3 V 1� P.O. BOX 152e ALUM. HORIZONTAL ROLLER WINDOW, IMPACT NOKOMS, FL 34274 VW* Better _�1G H ff 11 + 11 "4127-10 1 G PRODUCT REVISED m—plyias with the Florida Expinlion Deb2021 ay Miami Prodect ..1f I" A. LYNN MILLER. P.E. P.EY 58705 1 0101' MIAMI•DADEmoj�MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE -OF ACCEPTANCE (NOA) www.miaTnidade.gov/economy PGT Industries, Inc. - 1070 Technology Drive North Venice, FL 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the, expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includane the Mah Velocity Murk- --DESCRIPTION.- Series "SGD-780" Aluminum Sliding Glass Door w/90° & 135° comer (Reinf/Non-Reinft_l:�. APPROVAL DOCUMENT: Drawing No. - ev , titled "Aluminum Sliding Glass Door (LM)", sheets 1 through 18 of 18, dated 10/05/15 and last revised. on 06/08/16, prepared by PGT Industries, 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 E Miami —Dade County Product Control Section. SIZE IMPACT RATING: Large and Small Missile Impact Resistant >tm>I 1. Max Panels configuration is allowed per tables,Y thru 3, not to exceed 462.11 W. The inside/outside 901 & 1351 corner units are limited to straight panel each comer side per tables 1 thru 3. 2. See sheets 7 & 8 for Design Pressure (DP), glass type, sill type for positive DP limit, applicable reinforcement and anchorage quantity requirements. See sheets 12 thru 15 for anchors lay out at tracks and corners. See Pocket anchor details in sheet 6. 3 . Pockets wall, cavity are not part of this approval. Exterior/Interior Pocket wall & applicable Egress requirement to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and.w:gies and . . following statement: "Miami -Dade County Product Control Approved", noted herein. • • 0000 ...... RENEWAL of this NOA shall be considered after a renewal application has been filed and'iere has bden tb 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 revilsiou or change in the ..% materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enclarsement of any product,..... for sales, advertising or any other purposes shall automatically terminate this NOA. FailuretttCrnpply with "y section: • • • of this NOA shall be cause for termination and removal of NOA. " ' • • • • • • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, I;loritla; and followed by the * • expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then It Shalt be dc�e • in its entirety. .. . .... • • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distribtrtois and • shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #15-0903.09 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 16-0629.10 CMIAWMADCRUtNTY Expiration Date: August 02, 2017 Approval Date: August 11, 2016 �r6 ge1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # listed below) 2. Drawing No. MD-780.0 Rev A, titled "Aluminum Sliding Glass Door (LM)", sheets 1 through 18 of 18, dated 10/05/15 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. REF Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with.marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, perTBC, 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 3.2.1j TAS 202-94 Along with marked —up drawings and installation diagram of Aluminum SGD w/135° interior/Exterior corner & interior pocket mount, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8322 and FTL-8374, dated 08/06/15, both signed and sealed by Idalmis Ortega, P. E. (Addendum letter dated Jan 18, 2016, issued by Fenestration Testing Lab) Along with marked —up drawings and installation diagram of Aluminum SGD, prepared by Architectural Testing, Inc., Test Report No. ATI-8124.01-401-18 R, dated 11/13/2008, signed and sealed by Joseph A. Reed, P.E. (submitted under files #15-0903.09/#12-0516.04) Along with marked —up drawings and installation diagram of Aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5618, dated 06/21/2008, F.TL -5619 dated 07/07/2008, FTL-5254, dated 05/17/2007 and FTL-5273, dated 05/0X00-7 espehiuelj, all signed and sealed by Carlos S. Rionda, P. E.(Submitted under file #11-1018.12) • • ...... .... C. CALCULATIONS (submitted under files #15-0903.09) 09000 1. Anchor verification calculations and structural analysis dated 01/20/16, coMplying wigNMC- 2014 (511 Edition), prepared by PGT, signed and sealed by Lynn Miller, p.!!: . ". 2. GIazing complies w/ ASTMF,1300-02, 04 & -09. • D. QUALITY ASSURANCE • 1. Miami Dade Department of Regulatory and Economic Resources (RER). " . • • ; • • Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.10 Expiration Date: August 02, 2017 Approval Date: August 11, 2016 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kurray Butacite PVB Interlayers", expiring on 12/11/2016. F. STATEMENTS 1. Statement letter of conformance t BC 2014(5�` edition d letter of no financial interest, prepared by PGT, dated 08/28/15, si ynn Miller, P.E.(submitted under files #15-0903.09) 2. Spacer reference e-mail by PGT dated Jan 13, 2016, signed by Lynn Miller, P.E. • 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #15-0903.09, expiring 08/02/17. 2. Test proposal # 16-0152 dated 03/09/16, #14-1739, Test proposals No(s) 09-0177, 0177-A, B & C and approved by RER and Test proposal # 07-2583, approved by BCCO. 3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5t' edition). ...... .... `s�--, \ • L(� Gum Isliaq I. Chanda, P.E. Product Control Examiner NOA No. 16-0629.10 Expiration Date: August 02, 2017 Approval Date: August 11, 2016 E-2 SERIES 780, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEET 11. 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. 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. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) APPLICABLE TEST REPORTS: FTL-5254, 5273, 5618, 5619, 8322, 8374 & ATI-81241.01-001-18. TART L A - Group Anchor Substrate Frame Member Min. Edge Distance Min. Embedment A 1/4' Eko Ultracon Concrete (min. 2.85 ksi) Head/SiIVJamb/P4x)ok 2-1/2" 1IV8" Ungrouted CMU, (ASTM C90) Jamb/P-hook 2-112" 1-1/4' B 1/4' Eko 410 S.S. Fle CreteFlex Concrete (min. 3.35 ksi) Head(SIIVJamh/Paook 1' 1 V4' P.T. Southern Pine (SG=0.55) Head/SiIVJamb✓P400k 1' 1U3/8' Ungrouted CMU, (ASTM C-901 Jamb/P-took 13/4' 1-1/4' C 1/4' Eko Uttracon #12, steel SMS (G5) a 410 S.S. SMS, (min. 11 threadstin) mete (min. 2.85 ksi) HeadlSIIVJamb/P-hook 1' 1 Ungrouted CMU, (ASTM C90) Jaime —4- P-hook 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.55) Mead/SilVJamb1P4x)ok 9/16" 1-3/8" Aluminum, 6063 T5' HeadlSill/Jamb 318" 0.0713' P-hook 3/8" 0.125" Steel, A36" Flead/SIIVJamb/P400k 3/8" 0.060' Steel Stud, A653 Gr. 33• Head/SIIVJamb/P- ook 318" 0.056' D 114" Eko 18,8 S.S. Aggre Gata Concrete (min. 2.22 ksi) Head/Sill/Jamb/P-hook 1-112" 1-W Ungn outed CMU, (ASTM C90) Jamb/P-look 2" 1-1/4" Grouted CMU (ASTM C-90, min. 2 ksi grout) Jamb/Pfiook 2' 2' P.T. Southern Pine (SG=0.55) Head/SiIVJsmb1P-took 1" I-XW Glass TYP• y Description (Listed from Exterior to Interior) Table i Sheet A 1 7/16" Laminated: (1) Lite of 3/16' ANN Glass and (1) Lite 01`3/16" HS Glass with .090' PVB Interlayer 2 7 2 9/16' Laminated: (1) Ute of 1/4' ANN Glass and (1) Lite of ll V HS Glass with .090" PVB nteriayer 2 7 3 1-1/16' laminated LG.: 3/16" T Exterior Cap + 7/1W AN Space + 7H 6' Laminated consisting of (1) Lite of 3/16' ANN Glass and (1) Uts of 3/16" HS Glass with .090" PVB Interlayer .2 7 4 IAMB' Laminated I.G.: 1/4' T Exterior Cap + 3/8' Air Space + 7/16' Laminated consisting of (1) Lite of 3/16' ANN Glass and (1) Lite of 3/16' HS Glass with .OW PVB Intedayer 2 7 Laminated: (1) Ute of 3/16' ANN Glass and (1) Lite of 3110' HS Glass with .O9X SG Interkyer 1 7 6 9/16" Laminated: (1) Lite of 1/4' ANN Glass and (1) Lite of 1/4" HS Glass with .090" SG Medayer 1 7 7 7/16' Laminated: (2) Lites of 3116' HS Glass with .090' SG Intedayer 3 8 5 9/16' Laminated: (2) Lites of 1/4' HS Glass with .090' SG IMedayer 3 8 9 1-1/16" laminated I.G.: 3/18' T Exterior Cap + 7/16" Air Space + 7/16' Laminated consisting of (1) Lite of 3/16" ANN Glass and (1) Ute of 3/16' HS Glass with .090' SG IMertayer 1 7 10 1-1/16' Lamnated I.G.: 'I/4' T Exterior Cep + 3/6' Air Space + 7/16' Laminated consisting 0f (1) Lite of 3/10" ANN Glass and (1) Ute of 311W HS Glass with .090" SG interlayer 1 7 11 1-1/16' Laminated I.G.: 3116' T Exterior Cap + 711 W Ai Space + 7/16' Laminated consisting of (2) Lites of 3/16" HS Glass with .090' SG tntedeyer 3 B 12 1-1/16' Laminated I.G.: 1/4' T Exterior Cap + &V Air Space + 7/16' Laminated consisting of (2) Lkes of 3/16' HS Glass with .090" SG ntedayer 3 8 ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE Lj_:MTftIe!l-1 " 1411C)t•• PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID -CON - _ _ O4C6U.yVC"Ll;KIDEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALGOBE47E31GMENT P ICY TRANSFER LOADS TO THE STRUCTURE. a CHITECT OF RECORD & TO 0 STANDARDS USED: •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •ASTM E1300-09 •ANSVAF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 • AISI-S 100-07/S2-2010 BUCK DESIGN AND INSTALLATION IS THE &%=Sr#W IB W1O IHE ENGMEER MR AR 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,��UT"MTHER MATERIA61S NOT QF*QUIPED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4' T�CK& 34:0 PSI Mo. (DONC BY OTHERS) MUST FULLY SUPPORT THE ENTIRE CERT. OF AUTH. e29296 LENGTH OF THE SILL THAT IS NOT TIOW TOCHE 9UBBTR4TE,eAND JRAQ jEICSVR LOAD TO SUBSTRATE. 1070 TECHNOLOGY DRIVE IF SUBSTRATE IS WOOD, 30# FELT P.VgR Ol;&STIC•I REQUIRED BEWVBEN•T. G GROUT AND WOOD 1 0 TECHNOLOGY O OGY 34275 SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JARISDICTICN. (941)-480-1600 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IMPACT RATING RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE DESIGN PRESSURE RATING SEE TABLES 1-3 & C1-C2 ON SHEETS 7 & 8 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2 INSTALL DETAILS..............3-6 DPIANCHOR TABLES ........ 7-8 EXAMPLES ......................... 9-10 GLAZING DETAILS ............ 11 ANCHOR LOCATIONS ....... 12-15 PANEL TYPES ................... 16 EXTRUSIONS .....................17 PARTS LIST........................18 ALUMINUM SLIDING GLASS DOOR NOA (LM) 111 10/0SM' GENERAL NOTES 114-1 J ROSOWSKI I a1 ADDED SPACERS TO SHEET 11. - JR litl 105/15/16 SGD-780 III NTS III 1 OF 18 MD-780.0 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS CURRENT -FMRIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. FOR STEEL STUDS, MIN. FU=45 KSI & MIN. FY=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. PRODUC f itEYLSM ar a•e*%8 wkl, tk. F%rkI& rww.a C.& A•.Pba.t No 16-04Z7- /O Eyi..f.• D.ne U ez zel7 1're�.et C.aavr LYNN * No. 58705 O b it S��w; �i t4qXx 1%!rrirr�+� A LYNN MILER, RE MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 13 PER TABLES 1-3r--� I 1 MAX. UNR HEIGHT MAX. UNIT ' HEIGHT i PER TABLES 1-3 Ig PER TABLES 13 I sv-- 1-PANEL CONFIGURATIONS Imo- MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHTPER }{ TABLES13 // L'/7 L// voclxT sr J 5-PANEL CONFIGURATIONS NOM. PANI PER Ti MAC HE PER TA :L WIDTH BLES�1-3 MRA. UIWI VV II./ln I ' UNIT girl, BL S 1-3 J J 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH -� NOW PANEL WIDTH PER TABLES 1-3 ` i I I� MAX. UNIT I HEIGHT ii PER TABLES 1-3 ,OCI�T j rLj 3-PANEL CONFIGURATIONS NOM. PAN PER Tj MA) HE PER TA r— MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 ` A I MAX. UNIT 3 I HEIGHT PER I^ TABLES 1-3 a :L WIDTH BLES 1313 FnAx. unl l wlu l n I ' UNIT ' GHT I B ES 1-3 J 6-PANEL CONFIGURATIONS NOM. PAN PER T MAA HE PER TA MAX. UNIT WIDTH 4-PANEL CONFIGURATIONS r J MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 13 MAX. UNIT3 $ HEIGHT SEE TE PERR —S TABLES 1.3 / / swxr. I I noc�r --J CORNER, TYP. 0U 1)EcartrfASlnw..MIWCOfWEAs..ua V UNIT ©MA GHT ,! 'ILES 1-3 8-PANEL • • !� r— ►RODUC f REV14Ep IWliilq•C6 -ilb aw Fkrmk A--"u.a No /L25!4C -/O Eyik.1{�• 4fcG� I..� l I "t CONFIGURATIONS NOTES: "X" = OPERABLE PANEL DLO WIDTH = NOM. PANEL WIDTH - 7.875" 1) ALL CONFIGURATIONS SHOWN ARE AL•SCAVElI LL•A9POCKET OONFIGURATIONS AT EITHER OR BOTH JAMB '0' = INOPERABLE PANEL " DLO HEIGHT (STD. BOT. RAIL, #22) = DOOR UNIT HEIGHT-13.47" DLO HEIGHT (TALL BOT. RAIL, #23) = DOOR UNIT HEIGHT-17.29" LOCATIONS. EXAMPLE: 4-PANEL XXXX INvPOCKET Q CbWoG"IOp C=1N BE pXXXXp, pXXXX OR XXXXp. OXXX IN p" = POCKET PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25" POCKET CONFIGURATION CAN BE OXXXp. • • • • • • • • • • • CONFIGURATIONS ARE A COMBINATTON & A4 ATUGHT CONFIGURATIONS. ALUMINUM SLIDING GLASS DOOR NOA (LM) $ 10/05/15 2) 90" & 135" CORNER AND IS TO BE DESIGNED BY OTHERS AND CONFIGURATIONS J ROSOWSKI 6 I� 3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL < REVIEWED BY THE AUTHORITY HAVIq(%UR16171CTION. • • • • • • • • < • • i • • • -DETAIL LETTER • • CERT. OF AUTH.#29290 o m 4) FOR NOM. PANEL WIDTH, SEE TABLMM-3. • • • • • • i • • • • • 1070 TECHNOLOGY DRIVE -.' • • • • •e • • i 5) MAX. ALLOWABLE FRAME SQUARE FOOTAGE = 462.111FT' • • •SHEET NUMBER N. VENICE, FL 34275 (941)-480-1600 SGD-780 NITS 2 OF 18 $ MD-780.0 J $ A A L MILLER P E p 58706 .E.# ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPT. 1X OR 2X WOOD BUCKSTRIP, SEE ANCHOR NOTE 3, SHEET 1 DETAIL Al DETAIL B1 DETAIL Cl ETAIL D1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1; MIN. OF 3 TNRu 1x woo0 ASTRAGAL INTERLOCK INTO METAL THREADS BEYOND THE CONCRETFJCMU PER INTO MASONRYFACINo EXT. METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH NOM. PANEL WIDTH ei TYP. ANCHOR TYPE, 1 z1 12" FIXED "O" PANEL BRACKET EMBEDMENT AND Q TOP AND BOTTOM I EDGE EDGE DISTANCE PER DISTANCE SUBSTRATE, SEE 31 a2 26 TABLE A, SHEET 1 & " NOTE 3, BELOW DAYLIGHT r----------------� M �j OPENING WIDTH i a3 I 90 1-1/2" FROM EACH END EMBEDMENT i � 30 EX7�EnRypR • i � 82 v 31 EDGE DISTANCE '.:' , zs EDGE " MAX. i I V i �ff111Ofi Ip7ER. � (I� �I I z1 t SEE TABLE 3 FOR 2e REINFORCEMENT 114" MAX — 4 DISTANCE 1/4" ---] I II I REQUIREMENTS EMBEDMENT I I I ram, DETAIL A2 HORIZONTAL SECTION (XXO SHOWN) �'��_ EMBEDMENT TYP. ANCHOR TYPE, AND EDGE INrozxwoo0 DETAIL62 DISTANCE PER ,, SUBSTRATE, SEE TABLE A, 2X WOOD SUCKSTRIPOR EMBEDMENT DETAIL C2 DETAIL D �'� `` '� ASTRAGAL INi- SHEET 1 & NOTE 3, BELOW FRAMING, SEE 1/4'M7AX DAYLIGHT INTERLOCK INTO MASONRY ���`` r______FACING , ANCHOR NOTE 3, SHEETI �j OPENING j� WIDTH as 25 31 '�� Q I !NTERKA i ucrKekbft y I�rLsiT. I I SEE TABLE 3 FOR EDGE DISTANCE Apegpp�.ee i i N• -OL2 /p TYP. ANCHOR TYPE, za REINFORCEMENT _� e'N'nr n.a mR/o / /% EMBEDMENTAND REQUIREMENTS 4.1_L4.EDGE DISTANCE PER 90 8991 TYP. ANCHOR TYPE,F4rf BMr— l yp SUBSTRATE, SEE EMBEDMENT AND TABLE A, SHEET 1 & EDGE DISTANCE NOTE 3, BELOW PER SUBSTRATE, i 82 SEE TABLE A; SHEET 1 & NOTE 3, BELOW 31 87 EDGE 20 81 oRO +e EMBEDMENT L ---------------- DISTANCE Ex1ER oa ASTRAGAL MAY BE 2 CONCRETE/CMU INSTALLED IN EITHER 1z4 1z3 113 PER ANCHOR INTERIOR OR EXTERIOR 1u • • • • • • • • • REQUIREMENT DIRECTION. ALL PARTS 121 122 • 19 • • • • • • • 1/4" MAX. %r IDENTICAL . - • ,m •• •; •'; �IORI4QVT%SECTION (XO SHOWN) • • • • • • • • • ALUMINUM SLIDING GLASS DOOR NOA (LM) m 10/05/15 - NOTES INSTALLATION, HORIZONTAL X-SECT. 1 m J ROSOWSKI 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. • • • • • • • • ® • • • 3) SEE SHEET 12 FOR ANCHOR LOCtfIc:I & jACING•FOR ANCHOR QUANTITIES, 6EE TABLES 1-3. �IJLj trlON. REFER TO TEST cERT. of Aurrl. �� . ,. 4) ALL REINFORCEMENTS ARE APPROKWIATELY THE LE*TH QF �EX� 1070 TECHNOLOGY D �$ REPORTS FOR EXACT DIMENSIONS. • • • • • • • • • • • 5 FOR DAYLIGHT OPENING DLO FC%ULASi!, SEE SHEET 2. • • • (DLO) N. VENICE, FL 34275 (941 }4801600 III SGD-780 NTS 3 OF 18 q 3 MD-780.0 4 $ A A. LVNN MILLER P.E. P.E.#68705 ••• • • • ••• • • DETAIL E1 I ET AIL DETAIL E2 DETAIL E3 DETAIL E4 DADE APPROVED MULLION, FBC CONCRETE/CMU PER 2X WOOD BUCKSTRIP CONCRETE/CMU PER COMPLIANT ALUMINUM/STEEL FRAMING 1X BUCKSTRIP INTO WOOD INTO MASONRY INTO METAL ANCHOR REQUIREMENT OR FRAMING, SEE ANCHOR REQUIREMENT OR STEEL STUD. SEE SUBSTRATE EDGE ANCHOR NOTE 3, . "1. EDGE PROPERTIES, TABLE A, SHEET 1 4 DISTANCE SHEET 1 r EMBEDMENT + �' + DISTANCE EDGE DISTANCE j' EMBEDMENT EMBEDMENT 1 EMBEDMENT j .. `.. 1/4" 1/4" MAX. MAX. no TYP. ANCHOR 1X OR 2X TYPE, WOOD EMBEDMENT BUCKSTRIP, 2T AND EDGE SEE ANCHOR DISTANCE PER NOTE 3, SUBSTRATE, SHEETI SEE TABLE A, SHEET 1 & NOTE 3, BELOW DAYLIGHT noR�. OPENING HEIGHT EXTERIOR a OPT. SOT. 3ROUT AS NEEDED, SEE ANCHOR NOTE 5, SHEET 1 1/4" MAX. 41 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A, SHEET 1 & NOTE 3, BELOW PANEL HEIGHT FRAME HEIGHT 1: !8" = TOTAL SILL HEIGHT 1/4" MAX.. :1F • i • IBDGIE �^ i/ T ' EDGE • m - DISTANCE TYP. ANCHOR TYPE, EMBEDMENT TYP. ANCHOR TYPE, EMBEDMENT EMBEDMENT AND y( yyOOp EMBEDMENT AND GEDGftGISTANCEPFR •IJ14CKSTRIIOQR • EDGE DISTANCE PER CONCRETE/CMU • !JJBS ATE, SRE 4FRAMIN9, SEE SUBSTRATE, SEE PER ANCHOR DETAIL F1 LEA SFjEF:l 4, AtHOW ND%3, AIL F2 TABLE A, SHEET 1 & REQUIREMENT INr0 MASONRY NbTE 9,4BELOVO • • • SIdEEr 1 I o VIooD NOTE 3, BELOW VERTICAL SECTION • • VERTTAL SECTION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • d u I u A 1/4' MAX AN7.ANCHORTYPE,EMBEDMENT D EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET,1 & NOTE 3, BELOW OPT. SCREEN TRACK ADDON; SIMILAR FOR HEAD AND JAMB, 2-4 TRACKS 062 - r .713 3.630 SILL RISER 15 (4-1/2" TOTAL SILL HEIGHT) .713 62 0—J. J PLY �.780 SILL RISER' 12 (15/8" TOTAL SILL HEIGHT) .078 713 4.409 SILL RISER 16 (5-1/4"TOTAL SILL HEIGHT) 062 r— .713 1.878 SILL RISER 13 (2-3/4" TOTAL SILL HEIGHT) SILL RISER VARIES WITH REQUIRED POSITIVE DESIGN PRESSURE, SEE SHEETS 7-8. 062 r- .713 2.628 SILL RISER 14 (3-1/2" TOTAL SILL HEIGHT) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1 & NOTE 3, BELOW NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) REFER TO ANCHOR NOTES, SHEET 1. 3) SEE SHEETS 12-13 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1-3. 4) FOR DAYLIGHT OPENING (DLO) FORMULAS, SEE SHEET 2. Lt ALUMINUM SLIDING GLASS DOOR NOA (LM) 1 10/05/15 INSTALLATION, VERTICAL X-SECT. jm J ROSOWSKI CERT. OF AUT _. 029M 8 � 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941}480-1600 I SGD-780 1 NTS 40F18 if MD-78).0 1411 A PRODUCT REVISED i,7=rkY the Flo" Actrp—s N• lL-01CZ9. /O EVw•1i.o 4ts ob 2 •7 Rara•r sc..e.l DETAIL G1 135• INSIDE CORNER 4 INTERIOR EXTERIOR RI �e DETAIL H1 go, INSIDE CORNER EXTERIOR a- 5 DETAIL H2 INTERIOR ow 17-1/2" MAX. Q.C. OUTSIDE CORNER EXTER IR a EXTERIOR v go. �INTERIOR 17-112" /RODUC Y REVISED MAX. O.C. reanptylwswit►��+ b,xi3q f:,•e A.«r,.�, N, 6 • �o E+�irWw D,Is 7 c- 1�fafRn fraintQq•I� 135" INTERIOR NOTES 1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 2) SEE SHEETS 14-15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1-3. • • • • • • • 3) CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, DEPENDING ON CONFIGURATION. 21 • • • • DETAIL G2 OUTSIDE CORNER 3i • i ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 � CORNER ASTRAGAL HORIZ. X-SECT. 1S JROSOWSKI 19" MAX 0.0 • • • 4EMMOR .3 : CERT. OF AUTH. #29296 416 • • • • •� • • • • • • 5 1070 TECHNOLOGY DRIVE `. :. • • • • • v • • • • • N. VENICE, FL 34275 (941)-480-1800 SGD-780 1 NTS 5 OF 18 4 MD-780.0 i $ A A. LYNN MILLER P.E. L P E # 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OPTIONAL NOW STRUCTURAL ANCHORS FOR DETAIL 11 CONCRETE/CMU INTERIOR Q INTO MASONRr TYP. ANCHOR TYPE, EMBEDMENT EDGE PER ANCHOR DISTANCE POCKET JAMB INTERIOR AND EDGE DISTANCE PER REQUIREMENT EXTERIOR SUBSTRATE, SEE TABLE A, a SHEET 1 & NOTE 3, BELOW EMBEDMENT 62 � INTERIOR POCKETS MUST 3D 31 INCLUDE A NONSTRUCTURAL, 30 FRAME JAMB TO PREVENT r 1/4" MAX. SEE NOTE 4, BELOW EMBEDMENT ' EDGE DISTANCE , WATER INFILTRATION. 1L EXTERIOR POCKET BY OTHERS, SEE EMBEDMENT, .' 1 : ; , : EDGE NOTE 6 BELOW. DISTANCE 1/4" MAX. ao SEE NOTE 4, BELOW 39 TYP. ANCHOR TYPE, ExTERioR EMBEDMENT AND EDGE EMBEDMENT DETAIL DISTANCE PER SUBSTRATE, iNio MASONRY SEE TABLE A, SHEET 1 & EXTERIOR NOTE 3, BELOW v e `:; CONCRETEICMU EXTERIOR POCKET EDGE PER ANCHOR DISTANCE —~ REQUIREMENT INTERIOR POCKET METAL TYP., SEE ANCHOR NOTE EDGE TYP. ANCHOR TYPE, 4, SHEET 1; ANCHOR LENGTH TO DISTANCE EMBEDMENT AND EDGE BE A MIN. OF 3 THREADS BEYOND 2X WOOD BUCKSTRIP OR DISTANCE PER THE METAL SUBSTRATE FRAMING, SEE ANCHOR SUBSTRATE, SEE TABLE A, NOTE 3, SHEET 1 SHEET 1 & NOTE 3, BELOW MOI)mr REVLWD DETAIL 13 EMBEDMENT EMBEDMENT u awplyi,y wi(Y Nlc Flcddt A wM.NeIL-0L24 /O INTO METAL 1 —J EMBEDMENT EDGE DISTANCE E+P v" ak os�ez J'l A•Art,` EDGE DISTANCE EDGE EE NOTE4, BELOWDISTANCE MAX.EMBEDMENT eu SEE NOTE 4, BELOW DETAIL 14 grS� ExTeROR 1/4" MAX. V MTTO 2X WOOD TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EXTERpR • • EXTERIOR POCKET DISTANCE PER SUBSTRATE, • SEE TABLE A, SHEET 1 & • • • • • • • • NOTE 3, BELOW •&XT912IdR i'MM-C • • • • • • • • • • • • NOTES 1) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 P-HOOK EXAMPLES, HORIZ. X-SECT. m J ROSOWSKI 2) REFER TO ANCHOR NOTES, SHEET 1 SEE SHEET 15 FOR At I SPACJI�•a • � • • • • NCHOR W)U ® � - " � > " 3) • • • � � " 4) #10 X 3/4" SMS @ MAX. 5-1/2" PROM ENDS & 12""AX. OA • • • • AL CERT. OF AUTH. #28298 ■ 1070 TECHNOLOGY DRIVE • ` 5) INTERIOR OR EXTERIOR POCKI?* APQI4CAtLjF rISTALPATfONME�IiODS. 6) POCKET WALL OR CAVITY IS NOT PAR; OF THI PRO L ANDT,%f0 ftftSIGNED BY N. VENICE, FL 34275 SGD-780 NTS 6 OF 18 i g MD-780.0 i $ A A L-N MILLER, I.E. OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 '.E.. 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Design Pressure (DP) and Anchor Quantities Required, (lor all approved configurations on shoot 2) For comer astragal anchorage an 90' & 135' comer arils, sea shoats 14 & 15 T MISS 10Door Glass 5., 9 & 10 containing ANNZ minted Glazing. Rainbrcemui (part M) Is not required in the Exterior Warlock. Unit Height 84' 98' 10a" 120' 77,V a e 81-W Panel Height" 933/4" Panel Height" 105-014" Panel Height" 117-W Panel Height- Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A IB C D A I 8 I C I D A I B I C D A B I C D A I B C D Design Pro"" +801-Wpsf +80/-0Opsf +80/-0Dpsf +80/-70psf +60/-70psf a 2OLO VKtlm Head ill C4+1 C4+1 C4+9 C4+1 G4+1 C4+t C4+1 C41+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 08+1 C4+1 GI+1 lamb 6 6 8 8 a 8 8 a a 6 8 6 8 8 8 8 10 10 10 10 P-hook 4+4 4*4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4*4 4+4 5+5 6+5 5+5 5+5 S+S 5+5 5*5 S+5 34.1/8' Design +WI-Wpsr +60/-0opsl +80/-Wpsf +60/-70psf +60/-70psf Head Sllt C4+1 G+2 C4+2 C4*t C4+1 C4r2 G*2 C4+1 C4*1 G+2 C6+2 C4+1 C4+1 C8+1 Ca+2 C4+1 C4+1 C8+1 C8+2 C4+1 47 DLO Vii Jamb 8 e 6 8 B 8 8 8 8 8 8 10 8 8 8 10 10 10 10 10 P-hook 4r4 4+4 1 4+1 4+4 1+4 1 4+1 1 1+1 1 4+1 4+4 4+4 1 4+4 4+1 5+5 S+5 5+5 5+5 5+5 5+5 5+5 5+5 3 Design Pressure +6o/-00psf +80/-0opsf +801-Wpsf +60/-70 psf +60/-70psf a 48' 40•1/8' DLO VVfd1h Head/Sill C4+t C4+2 CA+2 G+2 CA+1 C4+2 CN2 C4+2 C4+1 08+2 C6+2 C4+2 C/+1 C8+2 C8+2 C4+2 G+1 08+2 C6+2 C8+2 Jamb 8 8 8 6 8 B 8 8 8 8 a 10 8 6 8 10 70 10 10 12 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+6 5+5 5+5 IB-1/8' WWIh Design Pressure +80/-0O pof +WI-80 psf +801-w psf Not available In ttleSe sizes Head/Sill C4+2 C4+2 C41+2 C4+2 C4+2 C4+2 C6+2 C4+2 C4+2 C8+2 C6+2 C4+2 lamb 6#4+4+4 8 B 8 8 6 8 8 a 10 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 52-VB" DLO YY1� Dsalpn Praasure +8p/-00per +76.2/-76.2 psf' Head/Sill C{+2 +2 C4+ C8+3 C8+3 C4+2 G+2 C8+3 C6+3 C8+2 lamb a 8 81181 81101 B 8 B 12 P-hook 4+4 +4 4+41 4+4 4+1 4+1 4+1 4+4 4+0 4+4 TAOr = 0. Tr-oo.v oar rvn •au�aa � , rya a ,v. reran C r•+- Design Pressure (DP) and Anchor Quandtes Required, (for all approved conllgurallons on Sheet 2) For caner astragal anchorage on 110" & 135' comer aria, ses shoots 14 It 15 Tables oke to Glss Types 1 - 4. Door Unit Height or 9V conning ANN44S PVB 77-014' Panel Height- 93 314' Panel Haight`' Laminated Gazing. Reirbrooment(part 029)isnot Anchor Group Anchor Group required In the Exterior Interlock. A B I C D A B C D Design Pmaswe +65/-Wpsf +65/-65 pef 2 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+ C4+1 C4+1 DLOHead/Sill VVid1 "h lamb 8 6 6 a a 8 a B 1 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 Design Pr•ssun +95/-05 psf +65/-W pof Head/Sill C4* C4+i •r4+t C4�1 C4 1 1 +t +1 w n �,� Widlh Jamb 8 V as a8 a • 6• a 4-0 4+4 4t4 +4 4 4 4+4 a Design Pressure 865 /-0 • • • • 486146 pet • Z 40-t/8" ttead/SIII C4+1 C4+ 2 C/ 1 2 + +2 'r DLO Jamb 6 6 li 8 6 8 a a Ll I pfi�k 4+4 4+4 4+1 4+4 4+4 4+4 4+4 4+4 • • • • • • • • • • • • • • DLO WIDTH = NOM. PANEL WIDTH •Ie875"• • • • • • • • • • DLO HEIGHT (STD. BOT. RAIL, #2 � ti00R ONIT HRIGIIIT-1a.47" • • • • DLO HEIGHT (TALL BOT. RAIL, #2 ) = DOOik UNIT HEIGHT - *.29' • • PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25' • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Waiar4 irnited (+) Design Pressure Sill Riser Total Sill Height I Max. (+) DP Allowed 12 1S/8" Sae Note 2 13 23/4" +50.0 psf 14 3-1/2" +73.3 psf 15 44/2' +80.0 par 18 5 1/4" +80.0 psf MILL LE r_ ANCHORAGE TYPE PER SUBSTRATE TABLE NOTES: REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR 1) IF WATER INFILTRATION QUANTIES LISTED BELOW. SEE RESISTANCE IS REQUIRED,THE TABLE A, SHEET 1 FOR COMPLETE LESSER VALUES OF EITHER ANCHOR LIMITATIONS. TABLE 1 OR 2 AND TABLE C1 DETERMINES THE WATER THE MAXIMUM DP AT THESE ANCHOR LIMITED (+) DP. QUANTITIES. ADDITIONALLY, THE —MAXIMUM POSITIVE DP DUE TO THE SILL 2) THE 1 W8- SILL RISER #12, MAY HEIGHT MUST ALSO BE CONSIDERED, ONLY BE USED WHERE WATER SEE TABLE C1, THIS SHEET. INFILTRATION RESISTANCE IS TOTAL # OF ANCHORS CLUSTERED NOT REQUIRED OR OVERHANG IS THROUGH THE HEAD & SILL AT EACH PER FIG 1. IF SO, +DP'S SHOWN IN PANEL MEETING POINT. (EX: FOR C4+1, TABLES 1 OR 2 MAY BE USED. 4 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR 3) SEE SILL RISER TYPES ON REQUIRED AT MIDSPAN OF PANEL). SHEET 4. TOTAL # OF ANCHORS THROUGH THE JAMB. 4) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. THE # OF ANCHORS THROUGH THE P-HOOK INSTALLED FROM THE 5) REFER TO ANCHOR NOTES, INTERIOR + THE # OF ANCHORS SHEET 1. INSTALLED FROM THE EXTERIOR. 6) SEE SHEETS 12-15 FOR 0 USED IN EXAMPLE 2, SHEET 10 ANCHOR LOCATION & SPACING FIG 1: IRODUC r REVISED OH LENGTH a o.rapiyai who roe Florid► b.r�isa c.d. Aoapre.ce N.1 L-OL 2Q•(U Eyin•r. 0•re -'� C4� �. W &16s 6salas4 S O DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG (OH) LENGTH IS EQUAL TO OR GREATER THAN THE OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. ALUMINUM SLIDING GLASS DOOR NOA (LM)111 10/05/1- DP & ANCHOR QUANTITY TABLE I I &I J ROSOWSKI TECHNOLOGY DRIVE N. V I N. ENICE, FL 34275 (941Y480-1600 SGD-780 111 NTS 111 7OF18 If MD-780.0 A. LYNN MILLER, PE Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheet 2) For corm astngal anchorage on 90' & 135' corner units, ses sheets 14 & 13 Table apples to Glass Types 7, 8, 11 & 12 containing HS-HS SG laminated glaxing. Relnt memant (part 029) Is required Dow Unit Haight 84' 96' lor 120' 1 77 4Panel Height-_ 1- 4 anal Haight- 4- Pan•i H ht 10 en 11 4 Panel Height"129314' Panel Haight- 111 ' Pa Height^ AnchorGroup Anc Grorq Anchor Group AnChOrGrOUP Anchor Group nchor Group AnchorGroup In the Exterior Interlock. A 1 B 1 C I D A 1 8 1 C I D A 1 8 1 C 1 0 A I B I C I D A I B I E-T D A I B I C I D -A I B I C I D Des#nPr•asur• +f03/-115pef +105/-115psf +105/-11Spsf +105/-113psf +105/-115paf +f04/•104p3f +0-7/•94paf 22-1/8' mnwsll C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 C6+1 06+1 04+1 C4+1 06+1 C6+1 C6+1 C4+1 C6+t C6+1 C&+1 C6+1 06+1 C6+1 C6+1 C6+1 C6+1 C6+1 C&+1 30' DLO W lath Jamb m 6 6 B 8 8 8 8 8 B 8 10 8 8 8 12 10 10 10 12 10 10 1D 12 12 12 12 12 P-hook 4+4 4+4 4+4 4+4 4+4 1+4 4+4 4+4 4+4 4+4 4+4 6+5 5+5 5+5 5+5 5+5 5+5 5+5 5+6 6+6 6+6 6+6 6+6 6+6 1 6+6 1 6+6 1 6+6 Design Pressure +105/-115psf +105/-115paf +105/-115psf +1051-115psf +105/-115psf 1 +101.81-111.2psf +77.9/413ps1 28.1/I' Ho#WSW C4+1 C6+2 C&+2 C4+1 C4+1 C6+2 06+2 C1+1 04+1 CS+2 06+2 C6+1 C4+1 C6+2 C8+2 06+1 06+1 C8+2 C8+2 C6+1 C6+1 CB+2 C8+2 C8+1 C6+7 C8+1 C8+1 C&+1 36' DLO W kBh Jamb 6 6 8 10 B 8 8 10 8 a 10 12 B B 10 14 10 10 12 14 10 /0 12 16 12 12 12 14 P-hook 4+4 1+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 6+6 6+5 6+6 6+5 6+3 3+5 6+5 6+6 6+6 6+6 6+8 6+6 6+6 8+8 6+8 DesignPresaurs +1051115psf +105/-115psf +106/-11Spsf +105/-115psf +105/-115psf +88/•9&4paf +67.3/-73.8psf 34.1/8' H@a&SW C4+2 C6+2 C6+2 C4+2 CA+2 06+2 06+2 05+2 04+2 C6+2 06+2 C6+2 C6+2 C8+2 C8+2 C6+2 06+2 C8+2 C8+2 C8+2 C6+1 C8+2 C$+2 C8+2 C&+1 C642 C8+2 06+1 4Y DLO Width Jamb 6 6 8 10 8 B 8 10 8 8 10 12 8 B 12 14 10 10 12 16 10 10 12 16 12 12 12 14 P-hook 4+4 4+4 4+4 4+4 1+4 4+4 1+4 1+4 4+1 4+4 4+4 4+4 3+3 5+5 5+6 6+5 5+5 6+5 6+5 6+5 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 Design Pressure +105/•115psf +105/-113 f +105/413ps! +105/-115psf +105/-115pst +78/-85.4ps1 +50.61-M.2psf 40-1/8' Head/Sill 04+2 C6+3 C6+3 C6+2 04+2 C6+3 C6+ C6+ICS+21CB+31CB+31CS+2 C6+2 C8+3 C8+3 C8+2 06+2 C10+ C10+ C8+2 C6+2 C8+2 CS+2 C6+2 C6+1 c&+2 C8+2 C6+2 48' DLOJamb Wkhh 6 6 B 12 8 B 10 12 8 10 14 a 8 12 16 10 10 14 18 10 10 12 16 12 12 12 14 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+ 4+ 4+4 4+4 5+5 5+5 6+5 S+5 5+5 6+5 6+5 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+6 6+8Design 54.DLO t/8HesNSW WkhhP-hook Pressure +105/-115paf +105/-115pef+1051-115pa1 +105/415psf +94.8/-108.8psf Not available Inthese sizes C4+2 C6+3 C6+3 C6+3 C4+2 C6+3 C6+3 CS+ C8+3 C8+3 C6+3 C6+2 C8+3 C10+ C8+3 C6+2 CIG+ CID+ C8+3 Jemb 6 6 7012 8 8 10 12 8 12 14 8 B t4 18 10 10 14 10 4+4 4+4 4+4 4+4 4+4 4+4 4+1 4+ 4+4 4+4 5+5 5+5 5+5 5+5 6+6 5+5 6+6 6+5 6+6 60' DLO 5DLO W ktth Design Pressure +105/-115 psf +105/-115 psf +105/-115 ps1 +108.4 /•113.2 psf +88.7145 psf Hsad/SW C4+3 C6+4 C6+4 C6+3 C4+3 C6+4 CS+4 C6+3 C6+3 C8+4 C8+4 CB+3 C6+3 I11 C10+ C8+3 C6+2 C10+ C10+ C8+3 Jamb 6 8 10 12 8 8 10 14 8 B 12 16 B 8 14 18 10 10 14 18 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+1 4+4 4+4 5+6 5+5 5+5 5+3 6+6 5+5 1 5+6 1 5+5 6+6 "SEE FORMULAS BELOW TABLE C2: Watar-Umited (+) Design Pressure SIII Riser Total SIII Height Max. (+) OP Aimed 12 1518' See Note 2 13 23/4' +50.0 psf 14 3-1/2' +73.3 pet 15 4-112' +100 0 pelf F- x O w x m O 18 5114' +105.0 psf • • • • • • DOOR ASSEMBLIES INSTALLED WHEF%THEttE" • • (OH) LENGTH IS EQUAL TO OR GREATER T M4THE• • • • • OVERHANG HEIGHT IS EXEMPTED FROM WATER INFILTRATION RESISTANCE. FIG 1 ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A, SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE CONSIDERED, SEE TABLE C2, THIS SHEET. TOTAL # OF ANCHORS CLUSTERED THROUGH THE HEAD & SILL AT EACH PANEL MEETING POINT. (EX: FOR C8+1, 6 ANCHORS REQUIRED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT MIDSPAN OF PANEL). TOTAL # OF ANCHORS THROUGH THE JAMB. THE # OF ANCHORS THROUGH THE P-HOOK INSTALLED FROM THE INTERIOR + THE # OF ANCHORS INSTALLED FROM THE EXTERIOR. 0 USED IN EXAMPLE 1, SHEET 9 TABLE NOTES: 1) IF WATER INFILTRATION RESISTANCE IS REQUIRED, THE LESSER VALUE OF TABLE 3 AND TABLE C2 DETERMINES THE WATER LIMITED (+) DP. 2) THE 1-5/6' SILL RISER, #12, MAY ONLY BE USED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1. IF SO, +DP'S SHOWN IN TABLE 3 MAY BE USED. 3) SEE SILL RISER TYPES ON SHEET 4. 4) DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. • • 5) REFER TO ANCHOR NOTES, SHEET I. • 6r,�E SHEETS 12-15 FOR ANCHOR LOCATION & SPACING • • • La ALUMINUM SLIDING GLASS DOOR NOA (LM) IMI 10/05/1 • ••• •• ••• •• • DLO WIDTH = NOM. PANEL WIDTH-7W75'• • • • • • • • DLO HEIGHT (STD. BOT. RAIL, #22) a p00 NIT HL•IGI1T-19.47' • • • • • DLO HEIGHT (TALL BOT. RAIL, #27)s DOOg�NIT H919AT-1=.2%- • • • a PANEL HEIGHT = DOOR UNIT HEIGHT - 2.25' ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • _�U- CERT. OF AUTH.#29296 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941Y480-1600 III DP & ANCHOR QUANTITY TABLE II&I J ROSOWSKI I SGD-780 III NTS 111 8 OF 18 MD-780.0 PRODUG r REVISED m emplyiq Mks lee F%,hk b.Wift C4mk ,tca"p N• IL-0 LZS.10 E.FitaW D@w 9gLLgZl -7 s la_ . ! k.`' Akiwoh EXAMPLE 1: 3-PANEL, 3 TRACK, STRAIGHT CONFIGURATION - P)OK INTERIOR MOUNT POCKET, 48' X 84" NOM. PANELS, LAMINATED, IG GLAZING, ANCHOR GROUP 3 IN WOOD SUBSTRATE, PROJECT DESIGN PRESSURE REQUIRED: +98.21-108.6 PSF 4ANCHORS .RPENDICULAR TO THE GLASS 24-17 MAX. MAIL 4ANCHORS PARALLEL TO THE GLASS 24-t12• MAX. INTERIOR EXTERIOR • P-HOOK • • ANCHORAGE • • • DETAILS • • • 4 HEADISILL MAY FOR STABILITY OR TO ALIGN A • BE SPLICED AS SPLICED HEAD/SILL, EXTRA ANCHORS NEED INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL _OF I MAX_ I CENTERLINE I - nF PeIVFI 1 CENTERLINE 1— --I-- nF PdNFI f �-� 1� CENTERLINE 1 AF PANFI i -- �����5����t��=ice WIN N AU VAVAVArAFAV�WAVdWWffoFAVM'AFAVA W. •f3• ANCHORAGE, '*3• ANCHORAGE, SHEET 12 �y [a- rwn. rr S• •+3• ANCHORAGE, MAX. SHEET 12 'C61CLUSTER EXTERIOR CLUSTER SHEET I SHEET 13 I�I SHEET 13 END ANCHORAGE v (MIN.I ANCHOR) - FRAMEJAMB SEEPOCKET JAMB REQUIRED 0 INSrALLATION ON INTERIOR POCKETS SHEETS HEAD/SILL ANCHORAGE DETAILS PXXX, 3-TRACK END PANEL ANCHOR EXCEPTION: 5.44' MIN. I + • • • POCKET BY OTHERS, SEE (NOTE S. SHEET USER INSTRUCTIONS: 1) KNOWING THE PRODUCTS REQUIREMENTS, SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +98.21-108.6 AT A NOM. PANEL SIZE OF 48" X 84". FROM TABLE 3, SHEET 8, THE DESIGN PRESSURE IS 005/-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR WOOD INSTALLATION Head/Sill C6+3 USING ANY ANCHOR IN GROUP Jamb 10 C (SEE TABLE A), TABLE 3 SHOWS ANCHOR REQUIREMENTS OF: P4wok 4+4 DISTANCE TO NEXT CLUSTER TO BE 24. O.C. OR LESS CENTERLINE OF END PANEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: 2) ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET) CAN BE FOUND ON: HEAD/SILL: SHEET 13 FOR THE "C6" CLUSTER ANCHORS AT INTERLOCK, SHEET 12 FOR THE INTERMEDIATE "+3 ANCHORS LOCATED AT THE CENTERLINE OF ALL 3 PANELS. JAMB: 5 PAIRS OF ANCHORS = 10 TOTAL ANCHORS; REFER TO SHEET 12 FOR GENERAL LAYOUT. P-HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS; REFER TO SHEET 15 FOR GENERAL LAYOUT. 3) INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON: HEAD/SILL & JAMB: SHEETS 3 & 4 P-HOOK: SHEET 8 FOR PRODUCT REFERENCES, ALSO SEE: A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS. B) SHEET 11 FOR SPECIFIC GLAZING TYPES. • • C) SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. D) SHEETS 4 & 17 FOR EXTRUSION CROSS-SECTION DRAWINGS. • E) SHEET 18 FOR A BILL OF MATERIALS. • • •I F—I=��L>l ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/1s 1-1 d STRAIGHT DOOR EXAMPLE l k J ROSOWSKI • < < • • CERT. OF AUTH. #29298 • • m m • • 1070 TECHNOLOGY DRIVE • N. VENICE, FL 34275 (941)-480-1800 SGD-780 NTS 9 OF 18 f MD 780.0 j 4 A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC! REVISFA r a oyio• �kb U• FN• Wj b.Wi.z re. Aaepu•ce N• 2 •/ Mdr n/•eLG'••el•1 EXAMPLE 2: 5-PANEL, 2 TRACK, l l" MAX 90" OUTSIDE CORNER - PXX/XXO, EXTERIOR MOUNT POCKET, 60" X 84" NOM. PANELS, LAMINATED GLAZING ANCHOR GROUP 1 IN CONCRETE SUBSTRATE 14•&16" MAX PROJECT DESIGN PRESSURE REQUIRED: +68.4/-77.1 PSF 1 4ANCHORS FOR NOFRAMEJAMB PERPENDICULAR REQUIRED Q TO THE GLASS STABILITY, EXTERIOR 4ANCHORS EXTRA POCKETS PARALLEL TO ANCHORS THE GLASS MAY BE ADDED IN •:•', SEE POCKET JAMB THE POCKET •• ' INSTALLATION ON SHEET 6 POCKET BY OTHERS.SEE NOTE 6, SHEET 6 24.1I2" MAX. 6MAX TO OPENING EDGE OF POCKET 24-1/Y 24• MAX. O.C. END ANCHORAGE (MIN.1 ANCHOR) +2' ANCHORAGE, SHEET 12 CENTERLINE OF PANEL 1 24• M i . O.C. I j,� I 4' EXTERIOR III II III INTERIOR ��"'Jll CCLUSTER, SHEET 13 1�11 USER INSTRUCTIONS: 1) KNOWING THE PRODUCT REQUIREMENTS, SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF +68.4/-77.1 AT A NOM. PANEL SIZE OF 60" X 84•. FROM TABLE 1, SHEET 7, THE DESIGN PRESSURE IS +801-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. FOR CONCRETE INSTALLATION HeacVSHI C4+2 USING ANY ANCHOR IN GROUP A (SEE TABLE A), TABLE 1 SHOWS -lamb 8 4+4 ANCHOR REQUIREMENTS OF: 'ANCHOR 2) ANCHOR LOCATION DETAILS, (AS SHOWN ON THIS SHEET) CAN BE FOUND ON: FAIR" HEAD/SILL: SHEET 13 FOR THE 'C4"CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS, SHEET 12 FOR THE INTERMEDIATE "+2 ANCHORS. HEAD/SILL (5 CORNER: SHEET 14 FOR THE "C4" CLUSTER ANCHORS @ THE 90" CORNER. s JAMB: 4 PAIRS OF ANCHORS = 8 TOTAL ANCHORS; REFER TO SHEET 12 FOR GENERAL LAYOUT. MIN. N' P-HOOK: 4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS; REFER TO SHEET 6'MIN. 15 FOR GENERAL LAYOUT. 3) INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON: HEAD/SILL & JAMB: SHEETS 3 & 4 PHOOK SHEET PRODUCTREVLW FOR PRODUCT REFERENCES, ALSO SEE: m�_ PlYin whb Ibw noi1d" A) SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS ! -0�6�2 ./V E OF CROSS-SECTION DRAWINGS.•p—y+21-1-7 B) SHEET 11 FOR SPECIFIC GLAZING TYPE. C) SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. FA+4 et C•MeW D) SHEETS 4 & 17 FOR EXTRUSION CROSS-SECTION DRAWINGS. E) SHEET 18 FOR A BILL OF MATERIALS. 24-1rz• MAX. D.C. END PANEL ANCHOR EXCEPTION: CENTERLINE OF INTERLOCK • • 14fin 6' MAX 11' MAX EXTERIOR qP4- 7-11n6' MAX r`•`I/� F /-•+2• ANCHORAGE, SHEET 12 JAMB 60' • i ANCHORAGE ANCHORAGE NOM. CENTERLINE OF PANEL DETAILS DETAILS PANEL • WIDTH SEE FIGURE ABOVE FOR CORNER CLUSTER, SHEET 14 ADDITIONAL ANCHOR CENTERLI�OF INTERLNOCK rOF ASTRA6A1 INFORMATION. • CENTERLNE I CENTERLINE I CENTERLINE • • • vOF VANAL 3 _� • • • ,PANEL 4 OF PANEL 6 DISTANCE TO NEXT CLUSTER TO BE 24' O.C. OR LESS CENTERLINE OF END PANEL ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT REQUIRED AS PER THE FIGURE ABOVE: FOR FIXED PANEL, REFER TO.O• PANEL BRACKET DETAILS, SHEET 3 - ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 EXTERIOR D --2-ANCHORAGE. •+2•ANCHORAGE, 24 MAX '+2' MAX• A CORNER DOOR EXAMPLE lS J ROSOWSKI SHEET 12 SHEET 12 ANCHORAGE, SHEET 12 • 'C4•(i�TER • • • • • • • • • 'Q4' CLUSTER CERT. OF AUTH. #292M CL EET 13 • • • • • • • • :SHEET13 ENO ANCHORAGE • so s • (MIN. 1 ANCHOR) 1070 TECHNOLOGY DRIVE w! �a • • • • • • • • • • • • • HCASILI ANCHORAGE DETAILS 90° OUTSIDE CORNER, PXX/XXO, 2-TRACK N. VENICE, FL 34275 SGD-780 NTS 10 OF 18 Jill MD-780.0 i l A (941)-480-1600 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• SILICONE HOT -MELT BUM Tna' NaAt ytr Hs GLAss I twH_q GLASS— u4. � cuss y+r yF STRUCTURAL STRUCTURAL SILICONE 3116'NOM. oSrPveoRSO9, N I .Ow•EeORsG .wPV 311r ANN POLYISOBUMEN 1/4'NOM. FOAM WITH sltr ANN G1A53 tH• ANN G1A49 7nr AR WITH DESICCANT DESICCANT w • 3nr T w ExT,GLASS EXT. GLASS w AV NOM at w .Sr NOW GLASS ASG M.FIRE GLASS BRESS INT. GLASS INT. GLASS a w >a n KODISPACE 73 SUPER ^' 4SG TPS SPACERS NXTTt" LASS TYPE 1 (WITH PVB) GLASS TYPE 2 (WITH PVB) GLASS TYPE 3 (WITH PVB) GLASS TYPE 5 ITH SG GLASS TYPE 6 (WITH SG) GLASS TYPE 9 (WITH SG) ALUMINUM 1•v1rNOM. ytr rgGuss Aw PVB OR SG 3Mr AW G1ASs sr AR SPACE 114• T GLASS w W O• 01t w AFNOWL GLASS > MTE a GLASS TYPE 4 (WITH PVB) GLASS TYPE 10 (WITH SG) 7-7nrNOM. vtr Hs cLAss .OW SG 3/tr HS GLASS T71r NM 3/7r flIGLAS Bsr % 311r11. GLASS a7nccm. 1/4- j§ GLA .mv S ~-I ooI o0 t-tnr NOLL 3nr HS GLASS 3r AR SPACE • 7M•TGLASS P • BR�F" • •• •• • w T• GLASS TYPE 11 • • • • • • • PLASS T"El2_ • • • •• • % • • •• • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' 5/16' NOM. Burn a DESICCANT "ANN" = ANNEALED FOAM "HS" = HEAT STRENGTHENED E)(T• GLASS -1' = TEMPERED "PVB" = .090" BUTACITE® PVB INTERLAYER BY KURARAY AMERICA, INC. INT. GLASS "SG" = .090" SENTRYGLAS® INTERLAYER BY KURARAY DURASEAL® AMERICA, INC. 8 SPACER r;tooucr¢Evtseo u nwpbi{ -kb the r k" M0K (w . ' AtPwallo p N° POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. Epir7tLi�° 4w-:1 SEAL .. SILICONE SEAL t1tWr-C+rYot ROLL -FORMED STAINLESS STEEL i . GLASS� Part # Description Material 72 Kommading 4SG TIPS Spacer System See this Street 10r 73 Quanex Super Spacer nXr With Hot Meft Butyl w 74 75 Quanex Duraseal Spacer Cardinal � Edge Spacer -( Materials A EDGETM Ts —INT. GLASS :.,. �`: �...' ' L�GLASS REFERENCE TEST REPORTS: FTL-8717, 8968 a 8970 SPACER • � ='' . ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 w ,t GLAZING & SPACER DETAILS S J ROSOWSKI .. . ® ADDED SPACERS - JR� 05/15/16 CERT.OFAUTH.NM96 1070 TECHNOLOGY DRIVE N. VENICE, FL M275 (941)-480-1600 SGD-780 NTS 111OF18 Jill MD-780.0 ii A A.L'NNMRLERP.E P.E.R 58705 JAMB ANCHOR LAYOUT FOR ALL DOORS: G1�--4L7 2.53" 6' DIAG. EXTERIOR 24-112" "AMAK NCHOR O.0 L PAIR" 5.44" 7-11/16" 2-TRACK FRAME JAMB ANCHOR PAIR 2.53" 6' DIAG. EXTERIOR 24-112" . MAX. O.C. 5.44" 7-11/16" MAX. 3 TRACK FRAME JAMB ANCHOR PAIR (ALTERNATE ANCHOR LOCATION ME-J. Head/Sill I C4+1 • Jamb 8 P-hook 4+4 Lll--4{--Lb7 2.53" 6" DIAG. EXTERIOR 2a-1n" MAX. O.C. 5.44" 7-11/16" MAX. 3-TRACK FRAME JAMB ANCHOR PAIR 2.53" 6" DIAG. 24-1/2" MAX. O.C. 5.4 1 /16" MAX 4-TRACK FRAME JAM EXTERIOR 7-1 B ANCHOR PAIR NOTES:! • • • • • • • •1) ALl MRALNZ SMO%;M ARE • • BASED ON FAIIZA _'LQW4), • • •UNLtggOT4 IS NOjj''�ED. 2) FOR 3-TRACK JAMBS, ANCHORS "OBE INSTA6LED FISHER IN iNE • E�. OR IN . IRACKi � • 3) AIN. OF B+A• ICHORSIIN JAMB (R • • PAIRS). • • • • • • • • • • • • • • • • • • • • • • • •• •• 000 • •• •• ••• • • ••• • • HEAD/SILL "+" INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS: PANELy CENTERLINE 5.06" EXTERIOR 15 4-TRACK INTERMEDIATE +r ANCHOR LOCATION (ALSO USE WHERE'+1' ANCHOR IS REQUIRED) PANEL CENTERLINE EXTERIOR v 2-TRACK INTERMEDIATE 'N"ANCHOR LOCATION PANEL \ CENTERLINE 4.17" EXTERIOR 2.53" 3.31" n 1.66" — 4 �— IJ 2-TRACK INTERMEDIATE '+2' ANCHOR LOCATION PANEL - CENTERLINE 3,31" EXTERIOR 2.53" 4.17" ID 2-TRACK INTERMEDIATE '+3' ANCHOR LOCATION PANEL CENTERLINE 4.17" 2.53" EXTERIOR �'_ �4v r 2-TRACK INTERMEDIATE '+4' ANCHOR LOCATION NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. PANEL CENTERLINE I EXTERIOR 1J 3-TRACK INTERMEDIATE "+1"ANCHOR LOCATION PANEL CENTERLINE 4.17" 0 EXT�TE�Ry1OR 2 53•1­4 3.31" `5 3-TRACK INTERMEDIATE ""ANCHOR LOCATION (ALSO USE WHERE "+r ANCHOR IS REQUIRED) PANEL CENTERLINE 4.17" 2,53" EXTERIOR 3.31' 3-TRACK INTERMEDIATE "+4" ANCHOR LOCATION 1070 TECHNOLOGY DRIVE 2) SILL SHOWN, HEAD N. VENICE, FL 34275 SIMILAR tnw4unn-Ann CENTERLINE I/4.17" � 2.53" EXTERIOR 1.66" 3.31" ID 4-TRACK INTERMEDIATE +4'ANCHOR LOCATION (ALSO USE WHERE'+3' ANCHOR IS REQUIRED) ►RODUC T REVISED As w PITW8 -kb t4 F1oAe. ti."ti.` Cie. Aua•a.a N. 14 GCZS./p cq*m . ft- o$ of 4L7 SG. eta C•uUd TNal3ram � . Jamb 8 i;.. P4=k 4+4 ALUMINUM SLIDING GLASS DOOR NOA (LM) 1 10/05/15 ANCHOR LAYOUT a J ROSOWSKI .:.. SGD-780 NTS 12 OF 18 1 $ MD-780.0 # A A LYNN MILER P E P.E.N W706 _. HEAD/SILL CLUSTER ANCHORS LAYOUT FOR STRAIGHT DOORS: ASTRAGAL OR INTERLOCK— L SPLICE LOCATION CENTERLINE IF NEEDED 4' 2" p W2.53" EXTERIOR 4.17" 2-TRACK FRAME (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4') (FOR SPLICE CONDITION, DO NOT ASTRAGAL STRAG LORROCK� USE THIS DETAIL, CENTERLINEINTER'j SEE NOTE 9) --l1 1 — 3.31" , ASTRAGAL OR INTERLOCK—, _ SPLICE LOCATION CENTERLINE I IF NEEDED I 3.31' 1.66" p 2.53" 0 EXTERIOR 4.17' 2-TRACK FRAME (FOR SPLICE ASTRAGAL OR CONDITION, DO NOT INTERLOCK USE THIS DETAIL, CENTERLINE SEE NOTE 3) 3.31" 2.53" 42.53" 54;4.1 2.53" a3" of f o 0EXTERIOR .17" EXTERIEXTERIOR ;4.17W" EXTERIOR 4.17" lu 3-TRACK FRAME ID 3-TRACK FRAME lu 3-TRACK FRAME ID 3-TRACK FRAME (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED, "06') ANCHORS ARE REQUIRED,'C8-) ANCHORS ARE REQUIRED. C10-) ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED I F 4 2" " 0 2.53" 0 EXTERIOR 4.17" 2-TRACK FRAME (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. -M-) ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINEIF NEEDED —_ F— 4" ASTRAGAL OR ASTRAGAL OR (FOR SPLICE INTERLOCK SPLICE LOCATION INTERLOCK CONDITION, DO NO CENTERLINE IF NEEDED CENTERLII USE THIS DETAIL, SEE NOTE 3) 1.66" 4.1 3.31" 3.31' 0 o e 2.53' 2.5 EXTERIOR 4.17" EXTERIOR �F-1y 4-TRACKFRAME TRACKFRAIJE (USE WHERE 4 CLUSTER E 8 S R ANCHORS ARE REQUIRED.'C4') • L-'V EQ IRF,'(�') • • •• • • • • ••• •• ••• •• • • • NOTES: 1) ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, -CO-) ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED 4" T ASTRAGAL OR INTERLOCK SPLICE LOCATKNJ CENTERLINE IF NEEDED 2" PL 4" 0 0 2.53" EXTERIOR 417" • • I7 4-TRACK FRAME • �J (USE WHERE 8 CLUSTER • ANCHORS ARE REQUIRED.'C8') • • •• 1F • • • • • • • • • . • • . • . 2) SILL SHOWN, HEAD SIMILAR • • • • •• • • • • • • • • • • 3) IF A SPLICE IS NOT SHOWN AT A GIVRN CL"TER QUAKr". • • • • • USE THE NEXT HIGHER CLUSTER QO/QJTITY.• 0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ASTRAGAL OR INTERLOCK-1— SPLICE LOCATION CENTERLINEIF NEEDED 4.1 T' 2" o 0 0 2.53" EXTERK)R 3.31" 2-TRACK FRAME (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, 'C10') ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED 3.31" 2.53" o 0 0 0 0 EXTERIOR 15 3-TRACK FRAME (USE WHERE 10 OR 12 CLUSTER ANCHORS ARE REQUIRED. -C12-) (FOR SPLICE ASTRAGAL OR CONDITION, DO NOT INTERLOCK USE THIS DETAIL, CENTERLINE SEE NOTE 3) 3.31" 0 0 0 0 2.53" o EXTERIOR 4.1T EXTER 4-TRACK FRAME lul (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, 'Cl 0') J�G- CERT. OF AUTH. #29298 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941 }d80-1600 ASTRAGAL OR INTERLOCK SPLICE LOCATION CENTERLINE IF NEEDED I 3.31" 2 53" I � 4.17"' 4-TRACK FRAME (USE WHERE 10 OR 12 CLUSTER ANCHORS ARE REQUIRED. -C12-) ALUMINUM SLIDING GLASS DOOR NOA (LM) I1I 10/05/1" ANCHOR LAYOUT 1a J ROSOWSKI SGD-780 111 NTS I1I 13 OF 18 1991 MD-780.0 PRODUC r REVIwo v M001YINS w)IY Mt Flout w.a.l cep Atevr•.te N•. Z I1 O [VItaU.p O.tt c p A. LYNN MILLER, P.E. HEAD/SILL 900 CORNER CLUSTER ANCHORS LAYOUT: 2.53' 5.11" 3.31' ExrRIOR 90" CORNER, 2-TRACK �l (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,' C4• -XTERIOR w-wnn�n, r�nn„n (USE WHERE 1 CLUSTER ANCHORS ARE REQUIRED.' C4" 2.53" ERIOR 90" CORNER, 2-TRACK 15 (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,' —Cr) .C_n.11011 90"CORNER, 3-TRACK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "CM 2 2 (USE WHERE 8CLUSTER ANCHORS ARE REQUIRED, '2E) �-RKX2 90" CORNER, 3-TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED.' M ,..JR 90" CORNER, 2-TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,' C70" 2.53 (T�ERIOR 90" CORNER, 3-TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, "C70" FIGURES PERTAINTO THE FOLLOWING 90• CORNER ANCHOR LOCATIONB: Head(S01 1 Jamb 8 P-hook 4+4 PRODUCE REVISED• AS ibodii,4 c .h► tie Flarid4 Aetyt�.a N• tQ G/trII11�• D•te e o 1.. 1 I 2.53" NOTES: 4.17" 1) ALL DIMENSIONS SHOWN ARE BASED ON 214h 2.53" 5,D6" MINIMUM ALLOWED. 3.31" 2) DETAILS DEPICT ANCHOR QUANTITY AND 3.31 SPACING, AND WOULD BE SIMILAR FOR INSIDE AND OUTSIDE CORNER CONFIGURATIONS. • • 3) SILL SHOWN, HEAD SIMILAR A. LYRE MILLER PE " • • P.E.# 58705 -E �0 • • 0 •4� • • • • • EXT[IE�RIIOR 4 4 17 EXTEnRKM ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 W CORNER, 4-TRACK `" 90" CORNER, 4-TRACK 90" CORNER 4-TRACK V ANCHOR LAYOUT S J ROSOWSKI (USE WHERE 4 OR 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER w M ANCHORS ARE REQUIRED,'CM • ••• •• A%VJS ARE REDVVED,"Vj • • ANCHORS ARE REQUIRED.'C1(') ® t t • • • • • • . • • • • • • • • • • • • • CERT. OF AUTH. #29296 1070 TECHNOLOGY DRIVE • •• • • • • • • • • • • • • • N. VENICE, FL 34275 (941).480-1800 SGD-780 1 NTS 1 140F18 1191 MD-780.0 94 A ••• • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • ••• • • • • • • P-HOOK ANCHORS LAYOUT FOR ALL DOORS: 14S/1 1" AM. HEAD/SILL 135e CORNER CLUSTER ANCHORS LAYOUT: F�tEXTERIOR 2.53" 3.311" 4' 135, CORNER 2-TRACK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, -94D 4" EXTERIOR 2.53" 3.31" !" 3.31" ' 135' CORNER 3-TRACK (USE WHERE 4 OR 8 CLUSTER ANCHORS ARE REQUIRED, "M a" o • a.17" EXTER15 IOR 2.5: 3.31" 135• CORNER, 2-TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED,' r 2.53" 4.17" EXTERIOR 135- CORNER, 3-TRACK (USE WHERE 8 CLUSTER ANCHORS ARE REQUIRED, -CE) 135' CORNER 2-TRACK 135- CORNER, 2-TRACK (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED, 'M ANCHORS ARE REQUIRED,' Cl O") 135' CORNER 3-TRACK (USE WHERE 10 CLUSTER ANCHORS ARE REQUIRED,' CIO-) 2.53". 4" I PRODUCf REVOW 1 O—Pl7d[ -" tie Mr1Y Ac�1}frnlW -DL2 E�PitwY� Qtle�'( /e 2 I 00 V3.31" 3" • 4.17' 'S. 11" 145/18" MAX. EXTERIOR EXTERIOR = v MAX. 5.06" �• 2.53" 3.31' 135- CORNER 4-TRACK 135- CORNER, 4-TRACK 135' COWER 4-TRACK-' - (USE WHERE 4 CLUSTER (USE WHERE 8 OR 8 CLUSTER (USE WHERE 10 CLUSTER NOTES: ANCHORS ARE REQUIRED,'G4') ANCHORS ARE REQUIRED,'C8D ANCHORS ARE REQUIRED, 'C I ' 1) SEE TABLES 1-3 FOR EXACT QUANTITY FKURES PERTAIN TOTHE OF ANCHORS REQUIRED IN THE P-HOOK. FOlOWNG 13V CORNER • • • • • • • 4NNCHMLOCA•ON* A. LYNN MILLER P.E. FrAJRE PERTAWS TO THE FOLLOWING POLI<ET.wte • • NOTES: RE 58m (P-HDMANCHOR LOCATIONS: • • • • • • • • 1) ALL DIMENSIONS SHOWN ARE BASED �` r--- • • • • 0 • • • ON MINIMUM ALLOWED. • • • • • • • • • L1 ALUMINUM SLIDING GLASS DOOR NOA (LM) 11 10/05/15 2) DETAILS DEPICT ANCHOR QUANTITY ANCHOR LAYOUTS J ROSOWSKI AND SPACING, AND WOULD BE SIMILAR - L` L,___ • • • • • • • • • • *FOR INSIDE AND OUTSIDE CORNER ®� • • OONFIGURATIONS. CERT. OF AUTH.#29206 Head+SHI I C4+1 t Wee Sill • I • • 1070 TECHNOLOGY DRIVE ~ Jamb g � • 8• • 30 SILL SHOWN, HEAD SIMILAR N. VENICIE, FL 34275 4 P hock 5 • • Q hods• 4+4 • • (941)- 8 1600 SGD-780 NTS 115 OF 18 g MD-780.0 A ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 84 L 4.741 �1 f �- 5.186 -�1 9.000 1 1 1.0 r 1.084 .506 239 r .306 045 1.084 I 1L 100 2000 .074 1.938 .074 1.938 .040 .717 I 31 FRAME SCREW COVER iPANEL STILE TOP/BOTTOM RAIL - 41/2" z3 TALL BOTTOM RAIL - 9' @ INTERLOCK TRIM COVER 6.085 8.615 7.443 1.793 r .138� .293 yF Y 2.380 .140 L 1.947 2.380 1.938 11.144 li -i3 � � .241 -f.125 � � •847 1.081 Iff 2.702 1.172 2.24r .101 •075 O2-TRACK JAMB 37 CORNER BACKER PLATE @SILL MOUNTING STRIP .075 STILE INTERLOCK DOUBLE INTERLOCK SNAP RAIL 2O2-TRACK JAMB W/ SCREEN �I 1 1.045t 30 � 1.019 24 ADAPTER O ADAPTER zO ADAPTER 27 ADAPTER O8-TRACKJAMB 1.300 2.781 1.993 .082 '872 .06 1.342 125 420 4 4-TRACK JAMB 1.616 F .125 1.801 .090 1.845 O 0622 tot SCREEN to2� REEN to3 SCREEN .583 .374 .090 2.723 @TOPBOTTOM O STILE O ASTRAGAL 1.793 3.063 �� 2.442 %f 2.836 EXT SILL COVER 425 ASTRAGAL 2.835 17 W/SCREEN 2.026 1.423 I 1.672 28 BACKER PLATE @INTERLOCK REINFORCEMENT @ P-HOOK @"O' PANEL BRACKET 094 2.424 1.521 125 .062 140 7.206 --+� 90° CORNER 90° CORNER .696 4.966 1455 1.000 OLOCK ASTRAGAL ORECEIVERASTRAGAL 1 04 307 Ulf 125 toa SCREENINTERLOCK -I 39 P-HOOK MOUNT .307 1.665 t8 INT-EXT SILL COVER ��- 11.144 O L O raooucr�vw¢p4-TRACK SINGLE HEAD .110 5.500 3.349 3' 2.471 .125 O ASTRAGAL "N` -itb a`F"'w' l N. i6,o 0 090 090 .045 93 1.518� EVM�0.rc 7 L ER 2.099 062 1 w�i lll�/ rWAr G•Yd�� 1.405 1.495 .926 @LOCK ASTRAGAL @ RECEIVER ASTRAGAL 19 MID SILL COVER 8.794 _� 912 @ SCREEN f TRACKADDON to 3-TRACK SINGLE HEAD O 2-TRACK SILL � 125 090 090 �- .857 .782 782 -� 290 --y 850 .850 FI.850 11.850 .040 - .912 1.405 1.495 .928 .045 •045 050 - -f 050 -� _ 7/16" 9/1fi" 1-1116" 7116" 9/16" 7.443 • • �� �-•� g�2 • • - I� 61 OGEE BEADOOGEE BEAD OO OGEE BEAD OSOUARE BEAD OSOUARE BEAD OSOUARE BEAD • • • • • • • • O9 2-TRACK SINGLE HEAD W/ SCREEN • • • • O 9-T S .090 • .090 i • • • • • 1 . • • • • • • • • • • �2 ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 "Zy 15 1A95- 926 �15LI � EXTRUSIONS 1� J ROSOWSKI � � 045 < < :.46 . � • I. •.1f. 3 - 6.085 • • •• • • • • CERT. of AUTH. az9296 ... . Oe 2-TRACK SINGLE HEAD • 0 r ry4iRACK SIL�A36EMBL • 1070 TECHNOLOGY DRIVE • • • • • • • • @ INTERIOR BEAD N. VENICE, FL 34275-ijNOTES: 1) SEE SHEET 4 FOR SILL RIS94S. ALL DIMENSIONS IN INCHES. (941)-480-1600 SG0.780 .25 17 OF 18 MD 780.0 i A A LYNN P.E.I MILLER 58705 P.E. • • • • • • • • • • I I —1. —... — TARI F D CnNTINIIFD- TABLE D. CONTINUFD: # I Part # Description Material 1 8134 2-Track 2 8135 2-Track Jamb with Screen Rail 6063 TB At 3 8133 3-Track Jamb 6063 T6 At 4 8132 4-Track Jamb 6063 T6 At 5 8118 2-Track Sill 6063 T6 At 6 oils 3-Track Sill 6063 T6 At 7 812D 4-Track Sill 6063 T6 AI 8 8127A 2-Track Head 6063 T6 AI 9 812aA 2-Track Head with Screen Rail 6063 T6 At 10 8124 TT7 mck Head 6063 TS At 11 8121 4-Track Heed 6063 T6 At 12 8140 Sill Riser -1-W 6063 T6 At 13 8139 Sill Riser - 2,V V 6063 T6 At 14 8135 Sig Riser- 3-1/7 6063 T5 At 15 8137 Sill Riser - 4-1/2' 6063 T6 At 16 1 8182 Sill Riser - 5-1/4' 6063 TS AI 17 6119A Ext. Shc Cover with Screen Rail 6063 TS At 18 8117 Int-Ext. Sill Cover 6063 T6 At 19 8115 Mid -Sill hover 6063 T6 At 20 8183 Sig Mounting Strip/Anchor Plate 6063 T6 At 21 8012 Panel Stile 6063 T6 At 22 8014C Top/Bottom Rail 6063 T6 At 23 8013C 9' Tall Bottom Roil 6063 T6 At 24 8104 Stile Adaptor 6063 TO At 25 8102 Interlock Adaptor (Single) 6D63 T6 At 26 8101 Interlock Adaptor (Double) 6063 T6 At 27 8103 Top Snap Rail Adaptor 6D63 T6 At 28 8105 Astragal Backup Plate 6063 TB At 29 8192 Interlock Reinforcement 6105 T5 At 30 8200 Interlock Screw Cover with T-slot 6063 TS At 31 8136 Frame Screw Cover 6063 76 At 32 8107C Astragal 6D63 TS At 33 silo go- Comer Lock Astragal 6063 TB At 34 Bill 90' Caner Astragal Receiver 6063 T6 At 35 82D4 135- Carver Astragal 6063 TB At 36 am 135' Passive Comer Mount 6063 TS At 37 8112 9D' Caner Astragal Backup Plate 6D63 T6 At 38 8108 Pocket Door P+look 6063 T5 At 39 8109 Packet Door P-Hook Mount 6063 T6 At 40 8141 Screen Frame Add -on (Sill) 6D63 TB At 41 81 42A Screen Frame Add -on (Head) 6D63 T6 At 42 8143A Screen Track Addon 6063 TB AI Sol of Material # Part# Description Material Vinyl Bulb Weatherstrip Flex PVC 45 6TP247 Vinyl Bulb Weatherstrip C P-hook Flex PVC 46 1644 .187' X.270' Weatherstrip 47 1673 .500' Door Seal 50 5/78• X7 Lagbolt SS 51 8197 Lagbolt Washer SS 52 8153 Tandem Roller Assembly SS 53 8153 Tandern Roller Assembly Nylon 54 #10- X 1-1/T Ph. PH. SMS ® Roller SS 55 8052 Roller Act. Hole Plug PVC 60 8022 Interior Bead 6063 T5 At 61 8150 7/16' OG Bead 6063 T5 Al 62 8145 9/16' OG Bead 6063 T5 At -63 1 8146 1-1/16' OG Bead 6063 T5 At 64 8150 7/16' Square Bead 6063 T5 AI 65 8148 9/16' Square Bead 6063 T5 AI 66 8149 1-1/16' Square Bead 6063 T5 AI 67 6TP247 Vinyl Glazing Bulb Be 1643 foam -filled Glazing Bulb (7/16' glazing only) 69 Dow 8%, 995 or Instantglaze Glazing Silicone Silloone 70 1725 Setting Block, 1/2' X 4' X 1/16", 85 +/- 5 duro. EPDM 71 1726 Setting Block, 1' X 4' X 1/16' (IG), 65 +/- 5 duro. EPDM 80 710X34PPSOAX #10 X314' Ph. PH. SMS Q P-hook SS 82 710XSBPPTX #8 X518' Ph. PH. SMS Q Interlock SS 83 710X115PPX #10 X 1-1/7 Ph. PH. SMS Q Astragal SS 84 1155 #8 X 1' PH. Quad. SMS C Main tame SS 85 72087K Jamb Bumper 86 76X38PPAX #6 X.375' Ph. PH. SMS SS 87 4385 4 Hole Bumper Stop 88 78X38PPTX #8 X 318' Ph. PH. SMS Steel 89 8193 10"Panel Bracket -12" loop 90 #10 X 3/4- Ph. PH. SMS @ Ftxed'O' Bracket to Stile SS 91 1 #8 X 3/4- Ph. FH. SMS tilt Fixed'0' Bracket to Frame SS Bill of Material # Part# Description Material 92 Vanes Handle Kit Cast One 93 8185X Gemini Mortice Lock vdLong Trim Plate SS 94 8184X Gemini Mortice Lock w/Pocket Trim Plate SS #1032 X 1' Ph. FH. MS Steel 96 #1032 U-Nut Steel 97 1' Mortice Keeper, 135' Comer & Straight SS 98 8187X 3/4" Mortice Keeper, 90' Corner SS 99 #10 X 1-1/2' Ph. PH. SMS Q Keeper SS 100 1032XIFPFX 1032 X 1" Ph. FH. MS SS 110 4317 Screen Top Rail 6063 76 AI 111 4318 Screen Bottom Rail 6063 T6 At 112 4319 Screen Side Rail/Lockstile 6063 T6 At 113 8152 Screen Interlock Adapter 6063 TO AI 114 43" Screen As al 6063 T6 AI 115 7SRAZ Roller Nylon 116 7SRAX Roller SS 117 1/4- X 1- MS Q Top Rail SS 118 1/4' X 1-1/7 MS @ Bottom Rail SS 119 Screen Lockset Steel 120 653 Screen Lock Keeper Steel 121 1179 #10 X 3/4- Ph. PH. SMS C Keeper SS 122 1793 .27(' X.150' Weatherstrip 123 1692 ScreenSpline -.165' Vinyl 124 1 Screen Cloth Fiberglass PRODUCr REVWD w � wirtMS:t4 iLy1a� A-tpy"` ua,Jti�O-f E�lkwi� sett u I i 1. S shyer „itrCy� • • • • • • • • • • • • ALUMINUM SLIDING GLASS DOOR NOA (LM) 10/05/15 PARTS LIST S J ROSOWSKI - ' '•. I6 - •06 • • NOTES: • • a • • • • • t • CERT. OF AUTH. #r29286 • • • • • • • • • • • • • 0.0 1070 TECHNOLOGY DkIVE 1) ITEMS # 43, 48-49, 5e-59, 7679, 81 & 101-109 ARIsNOT • • USED AND ARE NOT PART OF THIS APPROVA!• • • • • • • • • • N. VENICE, FL 34275 8 1600 SGD-780III NTS 18 OF 18 >g MD-780.0 0 f Al A L P E (941)- RE 58705 P.E.# 58706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � f ID MIAMI-MADE MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 CEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive, Nokomis, Fl. 34275 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Series "FD-750" Outswing Aluminum French Door w/ Sidelites - APPROVAL DOCUMENT: Drawing No. titled um. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County MISSILE IMPACT RATING: Large and Small Missile Impact Resistant � IlABELINEach unit shall ear a permanent label with a manufacturer's name •or logo,.ci;X .state, model/ series, and following statement: "Miami -Dade County Product Control App;ovp . uulest Aker"wise noted herein. :.. • RENEWAL of this NOA shall be considered after a renewal application has been died t4d theiLkal been no change in the applicable building code negatively affecting the performance of this*pl-aiYuct. TERMINATION of this NOA will occur after the expiration date or if there has be'.'enej revisiod oi: change in the materials, use, and/ or manufacture of the product or process. Misuse of this NQ4aa an endorsement of any product, for sales, advertising or any other purposes shall automatically termAiate tAis NCk.A.•t inure 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 C'ouniy, FIe>da,4*pnd 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 No. 14-1117.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAM] DADS COUNTY \ 1 ... a a I NOA No. 16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12/23/04, with revision "F" dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P. E. 000000 (Submitted under previous NOA No. 09-1028.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • : .". • • 2 Uniform Static Air Pressure Test Loading • • • • • • } g p't✓Y�BC, TAS' 2§�L-94 3) Water Resistance Test, per FBC, TAS 202-14"0 • • : •: 0000 .•• 4) Large Missile Impact Test per FBC, TAS 2(A. 9A 0 • • • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TA&29i-94 • • ' •"' 6) Forced Entry Test, per FBC 2411.3.2.1, and 3'•ASr102-94- 0 ' • • • along with marked up drawings and installation diagram of *f'al&hinum doQrs of :. OXXO configuration, prepared by Fenestration Testing Laboratory, f nc., TIV Rdport • • • No. FTL-4921, dated 07/17/06, signed and sealed by Edmundo 5.L9rgaespi4oR;E. • (Submitted under previous NOA No. 05-0419.03) • • • Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTMUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F 7,4527, dated 02/10/05, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--4528, dated 02/14/05, FTIf4315, dated 09/13/04, both signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4529, dated 02/14/05, FTL4530, dated 02/14/05, FTL-4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada, P. E. • 0 • • (Submitted under previous NOA No. 05-0419.03) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading p"FBA, TAS 242-94 • 2) Large Missile Impact Test per FBC, TAS 201--94• 0 • • • • 000000 3) Cyclic Wind Pressure Loading per FBC, TA84"-94 :. • • • : . . along with marked —up drawings and installation diagram of z$•a'lia nmiune r outswing..... French door, prepared by Fenestration Testing Laboratory, kig;,, Vest �epm t No...: • . • FTL4312, dated 09/13/04, signed and sealed by Edmundo J.1xgaQ9pada,•BrFR • • • • ; • (Submitted under previous NOA No. 05-0419.03) •... • • • ...... • C. CALCULATIONS : • • ... .... 1. Anchor verification calculations and structural analysis, complying with FAC 2010 and FBC 2014, 51h Edition, prepared by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller, P. E. (Submitted under previous NOA No. 14-1117.05) 2. Glazing complies with. ASTM E1300-04/ 09 Jorge M. Plasencia, P. E. roduct Control Unit Supervisor NOA No. 16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite PVB Glass Interlayer" dated 02/19/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" (formerly Saflex Keepsafe Maximum) dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their"Saflex HP Clear or Color Glass Interlayers" (formerly Vanceva) dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717 FTL- 8970 and FTL-8968. 3. Statement letter of conformance to FBC-2010 and complying w FBC 5t° Editio CT T47 >sued by manufacturer, dated 11106114, signed and sealed by er, 77r— (Submitted under previous NOA No. 14-1117.05) 4. Statement letter of no financial interest, issued by manufacturer, dated. jj106/14, signed and sealed by A. Lynn Miller, P. E. 0 ' 0 0 * • 0 • • • • ; • (Submitted under previous NOA No. 14-1117.05) 00010 • • 5. Laboratory compliance letter for Test Report No. FTL-5941,6i%9Wd by Fenejstration, � • � • . Testing Laboratory, Inc., dated 05/20/09, signed and sealed by *. Gonzalez, P. E. • • (Submitted under previous NOA No. 09-1028.10) • • • •' 6. Proposal No. 08-1891 issued by Product Control, dated 01/2&V9; �signe$ by-Ishaq..... Chanda, P. E. •' (Submitted under previous NOA No. 09-1028.10) • • • • • • 7. Laboratory compliance letter for Test Reports No.'s FTL-4921 f dated- WAS /06, ;...0: FT1-4527, dated 02/10/05, FT"528, dated 02/14/05, FTL!4►3f5,:dated V%11/04, ' FTL-4529, dated 02/14/05, FTL-4530, dated 02/14/05, FTL-4311, dateded9/0'1/04 and FTL-4312, dated 09/13/04, all issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA No. 05-0419.03) orge M. Plasencia, P. E. Pr6duct Control Unit Supervisor NOA No. 16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 E-3 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 14-1117.05, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 02/19/15 and expiring on 02/24/20. ...... .... ...... ...... **Soo ...... 000 00 o ge M. Plasencia, P. E. Pr net Control Unit Supervisor NOA No.16-0629.16 Expiration Date: February 24, 2020 Approval Date: July 28, 2016 E-4 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZ /16' LAMI CONSISTING OF (1) LITE OF 3/16 -ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS:; AN .090 PVB INTERLAYER OF DUPONT TACITE OR SAFLEXIKEEPSAFE MAXIMUM. ' B. 7/16' LAMI CONSISTING OF(22) LITES OF KEEPSAFE MAXIMUM. C. 7/16' LAMI CONSISTING OF (1) LITE OF 3/16- ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. D. W16" LAMI CONSISTING OF (2) LITES OF 3/16- HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER NOA DRAWING MAP E. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB, 3/16" HS). TOPIC SHEET F. 7/8' LAMI I.G. CONSISTING OF (1) LTIE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4-AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HSA90 PVB, 3(16- HS} GENERAL NOTES ............ 1 CONFIGURATIONS ........... I G. 718' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS ........... 2 (3116- A,.075 VANCEVA, 3/16' HS). DESIGN PRESSURES...... 3 ELEVATIONS .................... 4 H. 7/8' LAMI I.G. CONSISTING OF (1) LITE OF 3/16- TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE VERT. SECTIONS ............. 5 (3/18" HS,.075 VANCEVA 3/18" HSZ HORIZ. SECTIONS........... 6 PARTS LIST ...................... 7 2. DESIGN PRESSURES: TABLE 1, SHEET 3. EXTRUSIONS ................... 8-9 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. ANCHORAGE ....................10-1, B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: X O XX, XO OX, XXX, XXO, O� OXO, XXXX, XXXO, OXX, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, M. AND O UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. 7. REFERENCES: TEST REPORTS: FTL-4311, FTL•4312, FTL-4315, FTL-4527, FTL-4528, FTL-4529, FTL-4630, FTL-4921 AND FTL5941. PRODUCT REVISED ANSVAFB PA NDS 2005 FOR WOOD CONSTRUCTION as comp with the Florida o�i ADM-2005 ALUMINUM DESIGN MANUAL NOA-No. 16-0629.16 NOA-No 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY Enplmtlo Date 02/24/2020 HURRICANE ZONE (HVHZ} By Miam 8a f9reWmct Control STANDARDS USED: • Q' •. -IC �� •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITRN4 •. '•. -ASTM El3W-O9 • • • • • • • • N0. 58705 •ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTl0v •ALUMINUM DESIGN MANUAL, ADW2010 • ,r • • • • • • • • _ _ '•. •AISISI W07/82-2D10 -O " Y/1 b W _ �� '•. 7E OF •' W� JA o vem"d FAD=VACEN ro&ASMA 1ae7Enr�iad�oRrvE _ GENERAL NOTES AND DRAWING MAP S. ALUM. FRENCH DOOR & SIDE LITES, IMPACT .,° . • . . • 016 ,•�`i0 • 0�n-r �uIIL�ER, °'t ""� • • • ,, • • • FD75o �, FU ..r 1 + 12 a..r•. 8000-11 �.,. F • • • p•R Buc MIN NSIOW F6942I4 A. LYNN P.E. FL P.E.# 58705 �^� 1223104 .m —LT., Aays • • • • • ••• • • • • ••• • • • • ••• • • • ••••• ••• • • • ••• • F16' NON. 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 3116' HEAT STRENGTHENED GLASS 91 OR 92 518" 16" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075" VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 93 OR 94 6/8" EXTERIOR IOR EXTERK)R INTERIOR AV GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER 7/16" LAM GLASS W/ VANCEVA INTERLAYER 7/8' NOM. 3/16' TEMPERED GLASS AIR SPACE 3/16' ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS 95 OR 96 5/8" GLA BITE 7/8" NOM. 3/16" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 075 VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 97 OR 98 5/8' EXTERIOR • • • • • • iNTERIOIi • • EXTERIOR INTERIOR • • • • • �ETIIA� BLOC% SETTING BLOCK GLAZING DETl11L_ •• • • •• GLAZING DETAIL 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAW I.G. GLASS W/ VANCEVA INTERLAYER • • • • • • GLAZING DETAILS Npm►us, Fr. aura • • • • • • , . . • • a eoxImo ALUM. FRENCH DOOR & SIDE LITES, I a. • • • • a� R® Fl77w FUL 2 + 12 8000 11 I23MN LT. I/Brt)5'� • • • • • • • • • • • •• •• • • • •• •• PRODUCT REVISED as com ying with the Florida 8ullding Code NO/ -No. 16-0629.16 Expiration D�atteee 02/2412020 BY MlaAi4�61E Product Contro ------------ Configuration Width (in) Al lowed Glaes Tyaw Height (In) --777777 79 3/4" (68 ) 3 314" (70) 87 3/4" 91 3/4" 95 314" (8O) French X 3T' (3) E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Door M 71 3/4" (6) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 .0 C,G +1D0.D -100.0 +100.0 -100.0 +1D0.0 -100.0 +100.0 -100.0 +100.0 -100.0 Full Jamb 36 11/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 A00.0 Sidellta NaROW 30 1ill 6" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 3311/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0. -100.0 +97.4 -97.4 Jamb 36 11/16" A, B, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +99.9 -99.9 +95.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 B - 7/16" LAMI (3/16"HS,.090 PVB, 3/i5'HS) UPGRADE FTL-4311, 4312, 431E C - 7/16" LAMI (3/16"A„075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 453C D - 7/16" LAMI (3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 453C E - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"A,.090 PVB, 3/16"HS) FTL-4311, 4312, 431E F - 7/8" LAMI I.G. (3/16-T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 3/116"HS) UPGRADE FTL-4311, 4312, 431E G - 7/8" LAW I.G. (3/16'7, 1/4" AIR SPACE, 3/16"A,.075 VANCEVA, 3/16"HS) FTL-4527, 4528, 4529, 453C H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"HS) UPGRADE FTL-4527, 4528, 4529, 453C OVERHANG LENGTH OVERHANG HEIGHT o L NOTES: 1. IF USING THE OPTIONAL LOW-RISE SILL (PART 10. SHEET 8 OF 12), THE OVERHANG LENGTH MUST BE GREATER THAN OR EQUAL TO THE OVERHANG HEIGHT (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE (+) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-5941) PRODUCT REVISED as Complying with tha Florida Building Code NOA-No. 16-0629.16 Expiration Dat•0212412020 By �� Miami-D;dlProduet Control a. • • • • • • • • • .. .. j . . 7 • • • • l%=«,, •Pp eax Ism • �` R.lr77� ® DESIGN PRESSURES A. LYNN MILLER, P.E. FL P.E.# 58705 ALUM. FRENCH DOOR & SIDE LIMES, IMPACT • • • • • • • • , . rr..+,, FD75p ar WSJ r.e 3 • 12 o�ya. 8000-11 +.- F t • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r-73 13H6" MAX WIDTH --I 95314 MAX HEIGHT ALL OX OR XO 3T MAX WIDTH 25' MAX DLO ALL X UNITS i 79 1/8" MAX DLO ALL 110 5/8" MAX WIDTH ---�{ 1-71 3/4" MAX. WIDTH CA? C •• ••• • • • • • •• • • . . • • ...- . NOTES: • • • . . • • • • 1. CONFIGURATIONS WITH SIDEILFFES OFN4BE EltAER NRRRdW JAMDeR FULL JAMB VERSION. 2. FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. a..ay o.. aaeT . . • . . . • • 10787EChWCL0GYDRW OWCOM, a 3m3 • • • • • • • • • • � P.O. BO7(/67. ACKatZ, A. 3074 FA 17/23W L.T. I/dR)3 • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 36 11/16" MAX WIDTH 25' 145 3/8" MAX. WIDTH i i OXXO (SHOWING EACH VERSION SI 36 11/16" MAX WIDTH 0 (FULL JAMB) O (NARROW JAMB) EXAMPLE ELEVATIONS ' 2-T ALUM. FRENCH DOOR & SIDE LITES, IMF Wlw MTS 1 4 + 12 8000-11 PRODUCT REVISED 8uas eompMn9 with th. Florida lMing Coodda HOA-No. 16-0629.16 Ewpiration Data 02/24/2020 By Mlarn -0j Product Control VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX DLO EXTERIOR .. . VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL VERTICAL SECTION B OUTSWING HEAD VERSION TOP RAIL ALTERNATE VERSION TOP RAIL VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RAIL VERTICAL SECTION D OUTSWING SILL • • . • • • •p.a my fmD F, 0AMMU R 3W4 .... ....... . . . . . . . . . . . . .. .. . . . •• .. ... . . . ... . . VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, I r`re� � .re a.tir tvyso �n s • 12 MO-11 PRODUCT REVISED su.. co limmnpdipl gg with the Florida NOA-No. 16-0629.16 Eapiratioa Data 02/24/2020 ey . ..-. o ■F r�l._ DETAIL G STILES AT ASTRAGAL t �3ti� I 83 • . • 70 • • •* • MP83 i =—� I • • ' Qg DETAIL •• �•� a �•� •••DETAILK NARROW JAMB SIDE LTfE • • HINGE JAMB TO HINGE JAMB (AT HINGE JAMB) (NOT SHOWN ABOVE) • ••• .. ••• •• R912IE • • • • • • • • • •P.Q BOX I&M Lu •NOKOW FL 34274 r.`1-m r r ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UC 17UL r FULL JAMB SIDE LITE (AT HINGE JAMB) DETAIL E JAMB, FULL JAMB SIDE LITE DEI AIL I JAMB, NARROW JAMB SIDE LITE HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES IMPACT J 6 - 12 � 8000-11 F MI PRODUCT REVISED as complying with th• Florida tlnllding Cods Now-►Io. 16-0629.16 Expiration oats 02/24/2020 ey Miaml-0adp'Prodoct Control FD750 DOOR(S) FD750 FULL JAMB SIDE UTE _ PRODUCT REVISED •• eompl 'ng with the FbAda No1"- 16-0629.16 lxptntlon Drt• 02/24l2020 By Mi• duet Co tna ..: 1.:i-j:•r:� - I- BIM D MC3UPTIDN I PGTN B70M DWGNI DISCRIMON PGI7J PRAIEEDTPARTS I 4 9006 FRAME- m08 DRIP HEAD. SUL&JAMB CAP 6m06 68m 1 8006 -HEAD&HDIIMJAMB 6m 2 =A OUT4Vl4GSUL 6MM 6 7 8 8007 SCREW OW INSTAILPIATE FRAME COVER ASSEMBLY SCREW S8 X 1' PH QUAD 69W 68009 71 3 MW OUT.5W1NGSIILCOWR 680MC 4 /008 DRLP CAP 6S08 S SILL & JAMB WEATLEFRSTRD U8.T3373Y300 20 8012 STILE 68012 6 m07 SCREW COVER 68007 21 M14 TOP RAIL =14 7 NO DISIAILPIATE 60M 22 $013 BOTTOMRAB. 68013 / EASSTDSI[YSLREW48X1'PH 78 33 TKREtDIDRODYI6.18X36' 6TRODA 9 SW GALFND SEAL 480R 36 FLAN(K)=NUT YI6-18 7990NUTA 10 mu OU[SR'INGS11L W 43W8 37 SM9 TRUSS CLAMP 6M78M DOORPANO. 60 48X 3/4'PHS DRIVETPK SCREW 78xYffSTW 5 20 m12 FIFA SBLAJAMBWEAT4DRSIRD STILE U8333718500 68012 61 9= SMUTEHPADTMM 68= 62 S029 SIDEUTEJAMSTREN 68029 21 m14 TOP RA DFD ROD 63014 FD750 NARROW JAMB SIDE LPCE 22 m13 BOTTOM ROD 69013 1 4 6 7 80116 FRAME-HEADaSI 800E m07 SCREW WN RMALLPIATB L CAP COVHt 68006 6m08 6WM 68009 21 9017 TDPSWHPP 68017 24 8016 BOTIOMSWw 69016 25 SWEEP SCREW N4XIIY PWLPH 26 m1S ASTRAGA AC17V13&lNACrlW 6801S 17 8021E IAMBSmE 6m21B S FRAMEASSFMBLY SCREW /8XV FH UAD 781 A /02]A (iAR �VHL 6t020A 21 1014 TOPRAR, 69014 29 m18 GEAR BACxa1PPLAn 68018 22 m13 BOTTOM RAIL 68013 30 LOA GEAR D00R9mH 61019A 33 THREAD®RODYI&l8X3d 6TRODA 31 32 103I (EAR 13EA. OAR SETSCREW 4632.110 MM5 36 GWHEXNUTYI6.18 7990NUTA 37 60 1D39 -- N8XVC S CLAMP FH6 DWVETMCSCREW 60379M 7OCCi4P5TW 33 Q'AR MTO SCREW N12x3/4' TRUSS HD 34 MTGsaov R12x1 UPTRUssm 61 M 807E SIDELXTSHEADTRIM 9010 M JAMB am 6801T 35 TLR SA=RDDYI6.18X36` 6TRODA 36 FIANGWFUNNU S/16-18 7��A ASSEMBLYKTC 37 t039 TRUSSCIAMP W37RA 80 AMB FRENCH DOOR ASSEMBLY BEAM 680m 33 NO SIS GEARJATCHMECHANSM SMA 81 E2 E3 510.24X21/TPFLSCRPW 010-24IMNUT R12XI l/T TRHDT@CSCREW 39 1010 [.Of7C 15ACIC 48M 40 IA7YNASSYSCREWSNBX2'SS PJBILTJtHD =ZMAX 41 ml7 SS SFIOOTBOLTROD 84 SW6 SUBSEJ.(OP ZONAL 6M% GLASS BEADS&SIIICO E Div LkmiNATEDCI SS C/16- NX,0 9930R AISdf 91 7/16•LAMINATED 16• 090 - Y16'}LS) u mas STANDARDFIJJ5ITBOLTsw/SsltOD A 43 m31 SFOOTBOUGIME 0031 44 45 46 Kam m3ffi, sFDOCBoa GUIDE a STRKE SCREW BS2X 3IP Ss PFIILIRM RXBTT-SI71UPIATEATAnItAOAL CTIV HNGED 12Ff-STRIKE RA7E AT ASTRAGAL C7IVEHUI® 78X38Pm W511043SI WslI0MS1 92 7/16' CLASS LvANATID 0iA53 ]6' HS 090 3/16' FS 93 7/76" LAMINATE) GLASS 16'ANN 073 VANCEVA,Y16' HS) 47 SMXEPLATE SCRLWS 9-32X33"99 PEEILTILED )t7D8PFTR 94 7/16' IAMINA7ED(LASS 16' HS,075VANCEVA3/16. HS 48 ___ SIRIKEPIATEM]DOlESCRLW 6.7AX 112'FH mREO3PIATEATHEAD 761ZFPTX 95 We fAMI I(I 16' T UT SPA 3116' ANN. 09D 3116' HS 49 a SI[L - & SI EADWS 96 7/8' IAMTMI 16' T 1/4' SPA Y16' HS. 090 Yle HSI m TafMMMATEATAD V1 PFBILHi 7t5S7Ax 97 7/e"IAMTLO 6•T, U4'SPA YI6'ANN.,.O73VANCEVA. YIFI HS 31 ffMK3PIATESCRENS BX V2PIIBLUNDEPIIJTM 7AX12PFHUX • • 96 7/8' LAMI LO 16' 7 UT SPAC$ 3/I6' HSU75 VANCLV 3(16' HS 52 8041 jACTRMTRlM SET SIBAND • • • • • • • • • • I05 mid BACKBPAD 6B(]22 S; mt2 PASSIVETRD4 SEi 54 SW ISTAkUESS SIffi.PASSIVE H Sf1MN • • 000 • 106 80226A SLBACKBEAD 6m26A 53 m14A TOPRAlL OBOLTD • • • • • y�01� • 107 m23A 7/16' BEAD 56 m13A BOTTOMRAIL OBOLTD 6m13A • l08 SOIM 7/S"X3BFAD 61 SJ Y1B'x21YY TAG BOLTS7516LBOLTX 109 1224 V1NIO.IR118WSTP CM47 x....� • • • • • • • • . • • • • • • • • • •ro eaPc,� •��HM7'4 1Yx 4AWS PARTS LIST A LYIJNTAILLER P.E. FL P.E.# 50705 ALUM. FRENCH DOOR & SIDEUTES,_8000. IMPACT �...� DSO aanx NA ar.� 7 + 12 or. 8000-11 +. F F.K. orr or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 062 , o ,_cq —3.M #8006 6063-T6 O FRAME, HEAD, JAMB AND SIDELITE SILL 1-3.0181 .050 O7 #8009 6063-T5 INSTALL PLATE L � L� I 1= 3.636�{ O2 #8003A 6063-T6 OUT -SWING SILL -.1 ,. 7 1.376 .583 I —3.636 --1 #8056 6063-T6 10 OUT -SWING LOW SILL F 1.9138 1 j—. 8.250 - 22 #8013 6063-T6 BOTTOM RAIL .050I ,.353 j�- O#8004C 6063-T5 3 OS SILL COVER =.074T2.000j 1.498 3.990---{ 20 #8012 6063-T6 STILE 076�Ilri T ,s36:1 --- I 1 I7 I--4.434= 21 #8014 6063-T5 TOP RAIL .075 TT 193100 ,.938 I 18 � �7 �-. 8.250 I i�--4.434- I #8013A 6881-TC •• #8014A 6063-T5 56 BOTTOM RAI:, LAG BON&E-%IISN* � � 55 TOP RAIL, LAG BOLT DESIGN • •• • • • • ••• • • . • . • • . • .. •.• .. . . . •. 4.027 1.033 .050 O#8008 6063-T5 DRIP CAP I1.160 .Od 11 T O6 #8007 6063-T6 SCREW COVER r 1.940-II�1-�1 .050J 23 O #8017 6063-T5 TOP SWEEP .050 .797 2.240 #8016 6063-T5 24 BOTTOM SWEEP .075 � 0 �-2 144 2 #8015 6063-T6 ASTRAGAL " "' EXTRUSION PROFILES • • • • • • • • �n 3V76 �,ae�vclsm ALUM. FRENCH DOOR & SIDE LITES, I w7w 1/2 1 8 ,? 8000-1 i ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comWnp with the Florida 6uliding o NDA-No. 16-0629.16 Expiration Date 02/24/2020 By hUafniD vduct Control 142 r 2.260I I_j1 301 —� 075 .353 �2.438—+� 27 98021 B 6063-T6 28 #8020A 6063-T6 29 #8018 6063-T5 30 #8019A 6063-T6 GEAR HINGE, JAMB GEAR HINGE, COVER HINGE, BACK-UP GEAR HINGE, DOOR .125 3.251 .062 �1.812— ,__I 1 3.775 438�+2` 60 325 '•�1.835 r 100fI� .125 •sue �---3.s3s--� -L 80 #8033B 6105-T5 O61 #8028 6063-T5 O SU#805 OPTIONAL 70 #8010 6063-T6 37 #8039 6063-T6 O FD ASS'Y BEAM SL HEAD TRIM NARROW SL JAMB TRUSS CLAMP 1.1ss .�� .oao 442 9`5 .7550---''' .045 .437 .818 t — 157 #8022 BACKB6EAD5 10 SL BACKBEAD 10 #87 16ABEAD 5 108 #80 GABEAD T5 SILICONE HOT -MELT BUTYLAM STRUCTURALSILICONE 3lteNOM.STRUCTURAL 1/4'NOM. FOAM'OLYISOBUTYLEN WITH BUTYWITH DESICCANT DESICCANT DESICCAFO EXT. GLASS EXT. GLASS EJCT. CLASS qll� \—INT. GLASS �� DINT. WSS VZ/,- —INI KODISPACE ,m SUPER ,uz DURASEALO 4SG TPS SPACER® NXTSPACER Part Y Description la Material • • • • • 100 Kommer8ng 4SG TPS SPcer Syste1h • • • 080 A6.�• i�� MA�eri�is 101 lith Quanex Super Spacer nXT•Ho • 102 Quanex Dilraseal Spacer• • • • • • • 103 Cardinal )L Edge Spacer rr,� fa�i SfDR m • • • • • • • • Rsrve ... w� • •• • • •• • • •PmmF11m • • • • • • • • • • • •• •• • • • •• •• �+-2�.313—�I I 6 tl .050 62 #8029 6063-T5 SL JAMB TRIM POLYISO- UE: BUTYLENE SEAL ROLL -FORMED STAINLESS STEEL 10 EXT. GLASS GLASS XL EDGE'" Q SPACER EXTRUSION ILUM. FRENCH DOOR & YrYYt aw. arc FD7a0 7/7 9 + 12 FILL AREA 6' NOM. ONE SEAL PRODUCT REVISED as compb n9 with the Florida Do.ttod• NO16-0629.16 expiration Date 02/24/2020 GLASS By Mlam d• Product control �VF TI� 11' 11' 7 10.571" MAX. JAMB JAMB ANCHORS 18•500" HT. QTY. MAX ANCHORS HT. QTY. 95 314" - (5) O.C. 91 3/4" - (5) 95 3/4' - (8) 91 3/4- - (8) 87 3/4" - (5) 87 3/4' - (8) 83 3/4" 83 3/4' - (5) - (7) 79 3/4" - (S) 11" 79 3/4" - (7) 11' DETAIL A (CONCRET DETAIL B (WOOD) (SINGLE PANEL) (SINGLE PANEL) ANCHOR TYPES: ANCHOR TYPES: 1OR2 20R3 3" �6•I 3" MIN. HEAD & SILL TYR ANCHOR CLUSTER (TYPICAL) JAMB ANCHORS HT. QTY. 95 3/4' - (5) 91 314" - (5) 87 3/4' - (5) 83314'-(5) 79 3/4- - (5) DETAIL C (CONCRETE) (2 OR MORE PANELS) ANCHOR TYPES: 1 OR 2 7A -Isr' 93 11" 3" MIN. -- HEAD & SILL TYP. ANCHOR CLUSTER (TYPICAL) 18.500" JAMB ANCHORS MAx. HT. OTY. O.C. 95314 - (8) (2) EO. (3) EQ. 91 314" - (8) :1 SP. TYP. SP. TYP. 87 3/4" - (8) 833/4'-(7) ISEE NOTE 5 DETAIL D (WOOD) REGARDING (2 OR MORE PANELS) L ED F ENCIRCLED OF ENCIRCLED ANCHOR TYPES: ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: 1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS CAND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILSA THROUGH DARE MAXIMUMS. TYPES: 1 - 1/4' ELCO ULTRACON 2 7t4' ELCO SS4 CRETE-FLEX 3 -#12 STEEL SCREW (GS) CONCRETE SUBSTRATE USE TYPE 1 AT 1 318" MIN. EMBEDMENT OR TYPE 2 AT 1 3/4" EMBEDMENT. 1 314" MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 3/8" MIN. EMBEDMENT. � EL CONFIGURATIONS: (DETAIL A. CONCRETE SUBSTRATE. DETAIL 8, WOOD SUBSTRATE) HEAD AND SILL ......6" MAX. FROM FRAME CORNERS. 4AM136 __........... 11' MAX. FROM FRAME CORNERS, 18.600' MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571- MAX. O.C. WOOD 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE) HEAD AND SILL.....6" MAX FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS....11" MAX. FROM FRAME CORNERS AND 18.500" MAX O.C. 5. TWO OR MORE PANEL CONFIGURATIONS: (aWAI6 D,iNQOD$UBSjRATE) • • • HEAD AND SILL......8" MAX. FROM FRAME dbrNERS JQVD J?&. 60 9'Vq 126MRC �N EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8} PLUS ENCIRCLED ANCHOR& OU�fiS�jppE L -4 81jED % LY ON PANEL WIDTHS OVER 27 3/4'. JAMBS. .................... 1 l"MAX. FROM FRAME "RNE" AND 16.671" DA4X W. • • • • ••• •e• •• • • • • ••• �� • •• • • •• 10.0.SOX w,• NOOM FL 9t/4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALUM. FRENCH DOOR & SIDE L/TES, I rrwe •r„M. FD750 1/4 1 10 - 12 8000-11 11' 10.571' MAX. •a comp) wiM M• FIorW ED 6u • oA-No. 16-0629.16 Expiration Date 02/24/2020 6y Miam roduct Control CONCRETE ANCHOR WOOD ANCHOR 1/4" MAX. WOOD ANCHOR, CONCRETE ANCHOR SEE NOTE 1 OPTIONAL SEE NOTE 2 GROUT SEE NOTE 2 OPTIONAL (NOTE 1) 1EE G MAX S 1/4" MAX GROUT, � 1/4" MAX NOTE 5 � GROUT, NOTE5 GROUT SEE SEE NOTE 5 NO n n 1' %EMBED. �" ~ EMBED. +l SI M1N.' 1 3!8" 3.4KSI MIN..: �%r..; :;. SEE : • 3.4 �K . �''�" T• �• SEE CONCRETE' `:'�:':`1 NOTE 1 NOTE 1 MIN. 2x WOOD, SEE - , : ,';. ... .. ;�"`� ... .r: � :.. .• NOTE 3 TYPICAL SIDE LITE SILL T OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) MEMBED. .:.;.:3.4KS�4•ININ... SEE 1/4' CONCRETE • NOTE 1 EMBED. n3.4 IC51 MIN. - :: SEE MAX 2x WOOD CONCRETE:- 4 • '; NOTE 1 SEE NOTE 3 1x WOOD Tf4"J� SEE NOTE 3 1 MAX SHIM CONCRETE ANCHOR, SEE NOTE 1 J CONCRETE ANCHOR SEE NOTE 1 TYPICAL DOOR & SIDE LITE HEAD WOOD ANCHOR SEE NOTE I f -R> 1 316" MIN. f 22WOO OPTIONAL SIDE LITE SILL (SUBSILL TO WOOD) 1 3 I IN. 1/4" MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI•DADE COUNTY APPROVED ELCO 1/4- ULTRACONS OR 1/4" SS4 CRETE-FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4". MIN. EMBEDMENT: 1/4" ULTRACON -1 3/8", 1/4" SS4 CRETE-FLEX -1 314". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4' SS4 CRETE-FLEX -1 318- MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1xARE LESS THAN 1 1/2" THICK 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATFR INPS 4L%TI04N TO JHE VBVRA •T :OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). • • • • • • • • • 4. FOR ATTACHMENT TO ALUM: THE MAIL SWILL BE A MIN. STRLNG1171-I OF 0063OT54KND A MIN. OF 118" THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAI3F•SIMe4 T� *T•SH IIO jE AILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS WITH FULL ENGAGEMENT INTO THE ALUM. dF•THES "rrEW* PF" RES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NONSHRINK, NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. • • • • • • ANCHORAGE DETAILS • ; ; • • • • • • • }¢.•'�,„q • ALUM. FRENCH DOOR & SIDE LITES, IMPA • • NL1KA.iiS, fi 3QT4 FJC a IRW6 FDTso 114 11 + 12 8000-11 ••• • • • • ••• • • • % • • • • • • • • • •• • • • •• •• ••• • 0 0 ••• 0 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16.0628.16 expiration Dat.02/24/2020 By Miami -Da roduct Control EXTERIOR INTERIOR (ALL SILL SECTIONS) uowmOPTIONAL ANCHOR OPTIONAL _ CONCRETE xn�un wmmD ANCHOR WOOD ANCHO ANCHOR SEE NOTE 2,_ SEE NOTE 1, SHEET 11 SEE GROUT, SHEET11 SEE IMBED EMBED. SEE SEE CONCRETE CONCRETE NOTE1 ANCHOR— ANCHOR - TERIOR MIN. dam (ALL JAMB SECTIONS) ": : CONCRETE 4 ANCHOR EXTERIOR SEE NOTE 1. CONCRETE PRODUCT REVISED '%p%.1"j 1111h the Florida SEE NOTE-3, SEE NO 3: T 11 k SHEE ANCHORAGEDET AILS ALUM, FRENCH DOOR a SIDE LITES, IMPACT as -8000 IMBED EMBED. SEE SEE CONCRETE CONCRETE NOTE1 ANCHOR— ANCHOR - TERIOR MIN. dam (ALL JAMB SECTIONS) ": : CONCRETE 4 ANCHOR EXTERIOR SEE NOTE 1. CONCRETE PRODUCT REVISED '%p%.1"j 1111h the Florida SEE NOTE-3, SEE NO 3: T 11 k SHEE ANCHORAGEDET AILS ALUM, FRENCH DOOR a SIDE LITES, IMPACT as -8000